Showing posts with label Building Works. Show all posts
Showing posts with label Building Works. Show all posts

Green Building Material List - How to create a Green Building

Knowing Green Building materials is an important step in designing a green building to be more efficient and energy saver. Green Building Materials list is presented below.

1. Aluminum:

Aluminum, derived from bauxite ore, requires a large amount of raw material to produce a small amount of final product. Up to six pounds of ore may be required to yield one pound of aluminum. Aluminum manufacturing is a large consumer of electricity, which in turn comes from burning fossil fuels. The refined bauxite is mixed with caustic soda and heated in a kiln, to create aluminum oxide. This white powder, in turn, must undergo an electrolytic reaction, where direct electrical current is used to separate out the oxides and smelt the material into aluminum. The material must be heated to almost 3000°F for this process to occur. The processing of bauxite into aluminum results in large quantities of waste (called “mud”) that contain traces of heavy metals and other hazardous substances. A byproduct of the smelting process (called “potliner”) contains fluoride and chlorine and must be disposed of as hazardous waste. Aluminum can be used in a variety of ways. Aluminum can be used as canopies, windows, doors, blinds and so on.

2. Rock:

Rock structures have existed for as long as history can recall. It is the longest lasting building material available, and is usually readily available. There are many types of rock through out the world all with differing attributes that make them better or worse for particular uses. Rock is a very dense material so it gives a lot of protection too, its main draw-back as a material is its weight and awkwardness. Its energy density is also considered a big draw-back, as stone is hard to keep warm without using large amounts of heating resources. Mostly stone buildings can be seen in most major cities, some civilizations built entirely with stone such as the Pyramids in Egypt, the Aztec Pyramid and the remains of the Inca civilization.

3. Thatch:

Thatch is one of the oldest of building materials known, grass is a good insulator and easily harvested. Many African tribes have lived in homes made completely of grasses year round. In Europe, thatch roofs on homes were once prevalent but the material fell out of favour as industrialization and improved transport increased the availability of other materials. Today, though, the practice is undergoing a revival. In the Netherlands, for instance, many of new builds too have thatched roofs with special ridge tiles on top.

4. Brush:

Brush structures are built entirely from plant parts and are generally found in tropical and sub-tropical areas, such as rainforests, where very large leaves can be used in the building. Native Americans often built brush structures for resting and living in, too. These are built mostly with branches, twigs and leaves, and bark, similar to a beaver’s lodge. These were variously named wikiups, lean-tos, and so forth.

5. Ice:

Ice was used by the Inuit for igloos, but has also been used for ice hotels as a tourist attraction in northern areas that might not otherwise see many winter tourists.

6. Mud and clay:

The amount of each material used leads to different styles of buildings. The deciding factor is usually connected with the quality of the soil being used. Larger amounts of clay usually mean using the cob/adobe style, while low clay soil is usually associated with sod building. The other main ingredients include more or less sand/gravel and straw grasses. Soil and especially clay is good thermal mass; it is very good at keeping temperatures at a constant level. Homes built with earth tend to be naturally cool in the summer heat and warm in cold weather. Clay holds heat or cold, releasing it over a period of time like stone. Earthen walls change temperature slowly, so artificially raising or lowering the temperature can use more resources than in say a wood built house, but the heat/coolness stays longer. Peoples building with mostly dirt and clay, such as cob, sod, and adobe, resulted in homes that have been built for centuries in western and northern Europe as well as the rest of the world, and continue to be built, though on a smaller scale.

7. Fabric:

The tent used to be the home of choice among nomadic groups the world over. Two well known types include the conical teepee and the circular yurt. It has been revived as a major construction technique with the development of tensile architecture and synthetic fabrics. Modern buildings can be made of flexible material such as fabric membranes, and supported by a system of steel cables.

8. Ceramics:

Ceramics used to be just a specialized form of clay-pottery firing in kilns, but it has evolved into more technical areas though kiln firing is still usually a major step in its creation. Ceramics tend to be more water resistant and heat resistant than other types of pottery, due to its high firing temperature. Ceramics often are used to make such things as tiles, fixtures, etc. Ceramics are mostly used as fixtures, ceramic floors, walls, counter-tops, even ceilings. Many countries use ceramic roofing tiles to cover many buildings. Other uses of ceramics include international space programs, which have used ceramic tiles to cover the undersides of space craft such as the space shuttle program, high temperature engines, and dental implants and synthetic bones.

9. Foam:

More recently synthetic polystyrene or polyurethane foam has been used on a limited scale. It is light weight, easily shaped and an excellent insulator. It is usually used as part of a structural insulated panel where the foam is sandwiched between wood and cement.

10. Limestone:

Limestone is perhaps the most prevalent building material obtained through mining. It is used as a cladding material and plays an important role in the production of a wide range of building products. Concrete and plaster are obvious examples of products that rely on limestone; less obvious is the use of limestone in steel and glass production. An abundant natural resource, limestone is found throughout the world. Most limestone is crushed at the quarry, then converted to lime, by burning, at another location. The burning of limestone creates sulfide emissions, a major contributor to acid rain. Limestone (primarily calcium carbonate) is converted to quicklime (calcium oxide) through prolonged exposure to high heat. This removes water and carbon from the stone and releases carbon dioxide into the atmosphere. The quicklime is then crushed and screened. Before it can be used in plaster or cement, it must be mixed with water and then dried. The hydrated lime then becomes an ingredient in concrete, plaster, and mortar.

11. Petrochemicals:

The building industry is highly dependent on materials derived from petroleum and natural gas. These are used in a wide range of products including plastics, adhesives for plywood and particleboard, laminated countertops, insulation, carpeting, and paints. Drilling for oil and gas is both hazardous and expensive. Heavy machinery is required, and contamination of the groundwater and soil is common.

12. Plastic:

The term plastics covers a range of synthetic or semi-synthetic organic condensation or polymerization products that can be molded or extruded into objects or films or fibers. Their name is derived from the fact that in their semi-liquid state they are malleable, or have the property of plasticity. Plastics vary immensely in heat tolerance, hardness, and resiliency. Combined with this adaptability, the general uniformity of composition and lightness of plastics ensures their use in almost all industrial applications today.

13. Glass:

Glass making is considered an art form as well as an industrial process or material. Clear windows have been used since the invention of glass to cover small openings in a building. They provided humans with the ability to both let light into rooms while at the same time keeping inclement weather outside. Glass is generally made from mixtures of sand and silicates, in a very hot fire stove called a kiln and is very brittle. Very often additives are added to the mixture when making to produce glass with shades of colors or various characteristics (such as bullet proof glass, or light emittance).The use of glass in architectural buildings has become very popular in the modern culture. Glass “curtain walls” can be used to cover the entire facade of a building, or it can be used to span over a wide roof structure in a “space frame”. These uses though require some sort of frame to hold sections of glass together, as glass by its self is too brittle and would require an overly large kiln to be used to span such large areas by itself.

14. Rammed earth:

Rammed earth is similar to adobe or cob construction, because its main component is soil, clay and sand. Very little water is used during construction, so almost 3 m high walls can be built in a day. Most of the Great Wall of China is either rammed earth or has a large component of rammed earth as its base. Traditionally, rammed earth buildings are common in arid regions where wood is in scarce supply.

15. Steel:

Steel requires the mining of iron ore, coal, limestone, magnesium, and other trace elements. To produce steel, iron must first be refined from raw ore. The iron ore, together with limestone and coke (heat-distilled coal) are loaded into a blast furnace. Hot air and flames are used to melt the materials into pig iron, with the impurities (slag) floating to the top of the molten metal. Steel is produced by controlling the amount of carbon in iron through further smelting. Limestone and magnesium are added to remove oxygen and make the steel stronger. A maximum carbon content of 2% is desired. Other metals are also commonly added at this stage, to produce various steel alloys. These metals include magnesium, chromium, and nickel, which are relatively rare and difficult to extract from the earth’s crust. The molten steel is either molded directly into usable shapes or milled.

16. Metal:

Metal is used as structural framework for larger buildings such as skyscrapers, or as an external surface covering. There are many types of metals used for building. Steel is a metal alloy whose major component is iron, and is the usual choice for metal structural building materials. It is strong, flexible, and if refined well and/or treated lasts a long time. Corrosion is metal’s prime enemy when it comes to longevity. The lower density and better corrosion resistance of aluminum alloys and tin sometimes overcome their greater cost. Brass was more common in the past, but is usually restricted to specific uses or specialty items today. Metal figures quite prominently in prefabricated structures such as the Quonset hut, and can be seen used in most cosmopolitan cities. It requires a great deal of human labor to produce metal, especially in the large amounts needed for the building industries. Other metals used include titanium, chrome, gold, silver. Titanium can be used for structural purposes, but it is much more expensive than steel. Chrome, gold, and silver are used as decoration, because these materials are expensive and lack structural qualities such as tensile strength or hardness.

 17. Fly ash:

Fly ash offers environmental advantages, it also improve the performance and quality of concrete. Fly ash affects the plastic properties of concrete by concrete by improving workability, reducing water demand, reducing segregation and bleeding, and lowering heat of hydration. Fly ash increases strength, reduces permeability, reduces corrosion of reinforcing steel, increases sulphate resistance, and reduces alkali-aggregate reaction. Provide higher strength, fly ash continues to combine with free lime, increasing compressive strength over time.

18. Wood:

Wood is a product of trees, and sometimes other fibrous plants, used for construction purposes when cut or pressed into lumber and timber, such as boards, planks and similar materials. It is a generic building material and is used in building just about any type of structure in most climates. Wood can be very flexible under loads, keeping strength while bending, and is incredibly strong when compressed vertically. There are many differing qualities to the different types of wood, even among same tree species. This means specific species are better for various uses than others. And growing conditions are important for deciding quality. Historically, wood for building large structures was used in its unprocessed form as logs. The trees were just cut to the needed length, sometimes stripped of bark, and then notched or lashed into place. In earlier times, and in some parts of the world, many country homes or communities had a personal wood-lot from which the family or community would grow and harvest trees to build with. These lots would be tended to like a garden.

19. ECO surfaces:

Tire rubber recycled into indoor/outdoor flooring and surfacing. They are:
  • Slip resistant,
  • Weather resistance,
  • Meets indoor air quality emissions standards.
  • Can be purchased as tiles, interlocking pavers and sheets and in many colors.


20. Faswell:

Mineral-treated woodchips bonded with cement into interlocking wall forms. Mortar less blocks are filled with cement when in place.

Comparatively this material is:
  • Lightweight,
  • Having low density,
  • Thermal and sound insulating,
  • Non-combustible,
  • Fire resistant,
  • Pest resistant,
  • Highly insulating,
  • Weather resistant.


21. Durisol:

Wood shavings bonded with cement, compressed and molded into wall, roof, floor and facing panel forms. Used instead of concrete forms. Mortar less blocks are filled with cement when in place.

Comparatively this material is: lightweight, having low density, thermal and sound insulating, non-combustible, fire resistant, pest resistant, highly insulating and weather resistant.

22. Fly ash-Stone Powder-Cement Bricks:

Fly ash-Stone Powder-Cement Bricksare manufactured by mixing weighed amount of fly ash, cement and size stone powder in a mixer and moulded in bricks making machine.Fly Ash can be used in the range of 40-70%. The other ingredients are lime, gypsum (/cement), sand, stone dust/chips etc. Minimum compressive strength (28 days) of 70 kg/cm2 can easily be achieved and this can go upto 250 Kg/cm2 (in autoclaved type).

Advantage of these bricks over burnt clay bricks:
  • Lower requirement of mortar in construction
  • Plastering over brick can be avoided
  • Controlled dimensions, edges, smooth and fine finish and can be in different colours using pigments
  • Cost effective, energy-efficient and environment friendly (as avoids the use of fertile clay)


23. Cast-in-situ fly ash walls:
  • Using high fly ash cast-in-situ walls can be built.
  • By using this system we can achieve
  • 20 pre cent economy,
  • Quicker construction,
  • Good finish on both the sides of the wall(which eliminates plastering),
  • More carpet area.
  • Similar walls can be cast using Fal-G cement.

24. Land Fill and Landscape:

Fly ash can be used as land fill by city authorities. It can also be used for crating mounts topped with soil growing grass in landscaping.

25. Calcium Silicate Bricks:
  • This is variety of the commonly sand-lime bricks using fly ash in place of quartz sand.
  • The process involves low or high pressure compaction followed by:
    • (a) Low pressure steam curing; or
    • (b) Autoclaving under elevated hydrothermal conditions.
  • The bricks produced with high pressure technology are much superior

26. Fly ash-Lime-Gypsum Product named ’Fal-G’:

A process of blending fly ash, lime and calcined gypsum for making a useful product, named Fal-G has been developed. Fly ash lime mix is mixed in predetermined properties with calcined gypsum which produces Fal-G having strong binding proportions and can be used as cement. It can be mixed with sand and/or aggregate to produce building blocks of any desired strength.

27. Sintered Light Weight Aggregate:

Sintered Light Weight Aggregate substitutes stone chips in concrete reducing dead weight. It can also be used for various purposes such as structural light weight concrete building units for use as load and non load bearing elements. It has got good potential in where fly ash is locally available and stone aggregates are costly.

28. Cellular Light Weight Concrete:

Cellular light Weight concrete (CLC) can be manufactured by a process involving the mixing of fly ash, cement. These blocks are especially useful in high rise construction reducing the dead weight of the structure blocks. M/s. DLF universal ltd., N. Delhi are using these blocks in their construction projects since two years. Cellular Light Weight Concrete (CLC) blocks are substitute to bricks and conventional concrete blocks in building with density varying from 800 kg/m3 to 1800 kg/m3.Using CLC walling and roofing panels can also be produced. Foaming agent and the foam generator, if used for production of CLC with over 25% fly ash content invites concession on import duty by Govt. of India.

29. Autoclaved Aerated Concrete:

Autoclaved aerated concrete can be manufactured by a process involving mixing of fly ash, quick lime or cement and gypsum in a high speed mixer to form thin slurry. These are considered excellent products for walling blocks and prefab floor slabs.

30. Stabilized Mud Fly Ash Bricks:

Compacted mud fly ash blocks stabilized with lime, cement or other chemicals can be easily made. The problem of getting dry fly ash at the site makes adoption of this technology some what difficult.

31. Clay Fly Ash Bricks:

Twenty to fifty per cent fly ash depending upon the quality of the soil can be mixed with it to produce burnt clay fly ash bricks by conventional or mechanized processes.

Advantages of clay fly ash bricks:
  • Fuel requirement is considerably reduced as fly ash contains some percentage of unburnt carbon.
  • Better thermal insulation.
  • Cost effective and environment friendly.

32. Structural Insulated Panels (SIPs):

Fast becoming staples of the green building industry are pre-assembled structural insulated panels, or SIPs, which replace conventional framing and offer greater energy efficiency, reduced lumber usage, and quicker construction. SIPs are polystyrene foam sandwiched between oriented strands boards that provide structural framing, insulation, and exterior sheathing in one piece. They can be used as floors, walls, and roofs and provide much greater energy efficiency than insulation in stud walls with an R-value improvement of 15%-40%.

33. Cork:

Cork is a great insulating material. It keeps warmer in the winter and cooler in the summer. The energy efficiency aids in cutting energy bills in the winter. It is much more energy efficient than either Armstrong laminate flooring or discount wood flooring. Cork is also good for sound insulation.

34. Cellulose Insulation:

Cellulose insulation is natural insulation material. It is made from recycled newspaper and other recycled paper products. The recycled content is at least 75% or more. This material is better as a sound insulation for reducing the noise in home. The coverage is more uniform and better at muffling sounds from outside the home or the next room. e.g. Kitchen noises being heard in the bed room.

35. Terrazzo:

One of the most popular terrazzo surfaces is made from recycled glass and cast concrete. The glass use is both post consumer as well as post industrial. The final product contains 80% -95% post consumer recycled content and at such relies on the material being produced and consumed in the first place. Terrazzo is as durable as granite and less porous than marble which makes for long lasting and beautiful green.

36. Green paint:

Paints may have a negative impact on the indoor air quality of a building because they may contain chemicals called volatile organic compounds (VOC) other toxic components that evaporate into the air and are harmful to the health of occupants.VOC react with sunlight and nitrogen oxide to form ground level ozone, a chemical that has detrimental effects on human health. These problems can be eliminated by using low VOC paints healthy occupants are more productive and have few illness related absenteeism.

37. Bamboo:

Bamboo is one of the most amazingly versatile and sustainable building materials available. It grows remarkably fast and in a wide range of climates. It is exceedingly strong for its weight and can be used both structurally and as a finish material. There is a long vernacular tradition to the use of bamboo in structures in many parts of the world, especially in more tropical climates, where it grows into larger diameter canes One tricky aspect to the use of bamboo is in the joinery; since its strength comes from its integral structure, it cannot be joined with many of the traditional techniques used with wood.

38. Adobe:

Adobe is one of the oldest building materials in use. It is basically just dirt that has been moistened with water, sometimes with chopped straw or other fibers added for strength, and then allowed to dry in the desired shape. Commonly adobe is shaped into uniform blocks that can be stacked like bricks to form walls, but it can also be simply piled up over time to create a structure. The best adobe soil will have between 15% and 30% clay in it to bind the material together, with the rest being mostly sand or larger aggregate. Too much clay will shrink and crack excessively; too little will allow fragmentation.

Sometimes adobe is stabilized with a small amount of cement or asphalt emulsion added to keep it intact where it will be subject to excessive weather. Adobe blocks can be formed either by pouring it into molds and allowing it to dry or it can pressed into blocks with a hydraulic or leverage press. Adobe can also be used for floors that have resilience and beauty, colored with a thin slip of clay and polished with natural oil. Adobe is a good thermal mass material, holding heat and cool well. It does not insulate very well, so walls made of adobe need some means of providing insulation to maintain comfort in the building.

39. Cob:

Cob is a very old method of building with earth and straw or other fibers. It is quite similar to adobe in that the basic mix of clay and sand is the same, but it usually has a higher percentage of long straw fibers mixed in. Instead of creating uniform blocks to build with, cob is normally applied by hand in large gobs (or cobs) which can be tossed from one person to another during the building process. The traditional way of mixing the clay/sand/straw is with the bare feet; for this reason, it is fairly labor intensive. Because of all the straw, cob can be slightly more insulating than adobe, but it still would not make a very comfortable house in a climate of extreme temperatures. The wonderful thing about cob construction is that it can be a wildly freeform, sculptural affair. Cob was a common building material in England in the nineteenth century, and many of those buildings are still standing.

Cob walls are externally durable, lasting for centuries and create no pollution or disposal problems. Clay, sand and straw is mixed by foot on a trap or with a cement mixer for faster results. Clay acts as the glue, sand hardens the structure and the straw works like rebar to give the walls strength.

40. Cordwood:

Cordwood construction utilizes short, round pieces of wood, similar to what would normally be considered firewood. For this reason this method of building can be very resource efficient, since it makes use of wood that might not have much other value. Cordwood building can also create a wall that has both properties of insulation and thermal mass.. Like strawbale walls, many building authorities require a post and beam or similar supporting structure and then using cordwood as an infill, even though the cordwood method creates a very strong wall that could support a considerable load. This method produces a look that is both rustic and beautiful.

41. Earthbag:

Building with earthbags (sometimes called sandbags) is both old and new. Sandbags have long been used, particularly by the military for creating strong, protective barriers, or for flood control. The same reasons that make them useful for these applications carry over to creating housing: the walls are massive and substantial, they resist all kinds of severe weather (or even bullets and bombs), and they can be erected simply and quickly with readily available components. Burlap bags were traditionally used for this purpose, and they work fine until they eventually rot. Newer polypropylene bags have superior strength and durability, as long as they are kept away from too much sunlight. For permanent housing the bags should be covered with some kind of plaster for protection.

42. Lightweight Concrete:

43. PaperCrete:

44. Poured earth:

Poured earth is similar to ordinary concrete, in that it is mixed and formed like concrete and uses portland cement as a binder. The main difference is that instead of the sand/gravel used as an aggregate in concrete, poured earth uses ordinary soil (although this soil needs to meet certain specifications) and generally uses less portland cement. Poured earth could be considered a “moderate strength concrete.” Little to no maintenance is required of poured earth walls, since they have a high resistance to the deteriorating effects of water and sun. When natural or synthetic fly ash and lime is added to the poured earth mixture, the amount of Portland cement required can be reduced by up to 50%.Magnesium oxide can also be used to help further reduce the use of Portland cement. Since poured earth is similar to concrete, local suppliers can provide the product which can then be pumped using traditional concrete pump trucks. Standard concrete forms can be used in preparation for the pour.

It is possible to incorporate rigid insulation within a poured earth wall, so that there is a thermal break between the exterior and the interior, thus allowing the interior portion of the wall to serve as appropriate thermal mass for the building. Generally, poured earth walls increase the overall cost of construction by 10% – 20%, mainly because of the custom nature of the process. When more homes are built, then the economy of scale should make this method competitive with traditional building.

45. Straw bale:

Straw is a renewable resource that acts as excellent insulation and is fairly easy to build with. Care must be taken to assure that the straw is kept dry, or it will eventually rot. For this reason it is generally best to allow a straw bale wall to remain breathable; any moisture barrier will invite condensation to collect and undermine the structure. Other possible concerns with straw bale walls are infestation of rodents or insects, so the skin on the straw should resist these critters. There are two major categories of building with straw bales: load-bearing and non-load bearing. A post and beam framework that supports the basic structure of the building, with the bales of straw used as infill, is the most common non-load bearing approach. This is also the only way that many building authorities will allow. While there are many load- bearing straw bale buildings that are standing just fine, care must be taken to consider the possible settling of the straw bales as the weight of the roof, etc. compresses them. Erecting bale walls can go amazingly quickly, and does not take a lot of skill, but then the rest of the creation of the building is similar to any other wood framed house.

In fact straw bale houses typically only save about 15% of the wood used in a conventionally framed house. The cost of finishing a straw bale house can often exceed that of standard construction, because of the specialized work that goes into plastering both sides of the walls. The result is often worth it though, because of the superior insulation and wall depth that is achieved.

Plinth Area And Plinth Regulation Of The Building Construction

Plinth Area:

The minimum area of buildings of different classes shall be governed by the following:

In an industrial plot, the plinth area should not exceed 60% of the site area.

In a market area, the plinth area should not exceed 75% of the area of site, provided sufficient off-street parking facilities for loading and unloading of vehicles are provided on the same plot as the building.

In residential plots, the covered areas should be as given in the table 1.

S. No
Area of plot
Maximum permissible covered area
1
Less than 200 sq.m
66.66 % of the plot area on the ground and first floor and nothing on the second floor, except a barsati (garret) not exceeding 25% of the ground floor.
2
201 to 500 sq.m
50% of the plot area or 133 sq.m whichever is more.
3
501 to 1000 sq.m
40% of the plot area or 250 sq.m whichever is more.
4
More than 1000 sq.m
33.33 % of the plot area or 400 sq.m whichever is more.

Plinth Regulation:

a) Main Building: No plinth or any part of a building or outhouse should be less than 30cm above the determined level of

i. the central part of the abutting street,

ii. the footpath of the abutting street,

iii. the height part of a service lane which determines the drainage of the premises,

iv. any portion of the ground within 3m distance of such a building, and

v. undulating or sloping land 1.2 m above the drainage or country water level.

in cases where adequate drainage of the premises is not assured, the plinth should be of a height approved by the authority.

b) Interior courtyards: Every courtyard should be raised atleast 15cm above the level of centre of the nearest street and should be satisfactorily drained. Common courtyards should have independent access.

c) Plinth of garages, stables and warehouses: the plinths of such constructions should not be less than 15cm above the level determined in portion (a) above for main building.

Height And Size Regulations Of Rooms In Building Construction

Height Regulation:

Habitable rooms: The minimum height from the surface of the floor to the ceiling or bottom of slab should be not les than 2.75m. For air-conditioned rooms, a height of not less than 2.4 m measured from the top of the floor to the lowest point of the air-conditioning duct or the false ceiling should be provided.

Bathrooms, water closets and stores: The height of all such rooms measured from the floor in the ceiling should not be less than 2.4m. In the case of a passage under the landing, the minimum headway may be kept as 2.2m.

Kitchen: The height of the kitchen measured from the floor to the lowest point in the ceiling should not be less than 2.75m except for the portion to accommodate floor trap of the floor.
Ledge: It shall have a minimum head room of 2.2m.

Size Of Rooms:

Habitable rooms: The area of habitable rooms should not be less than 9.5 sq.m where there is only one room. Where there are two rooms, one of these should not be less than 9.5 sq.m and other be not less than 7.5 sq.m with a minimum width of 2.4m.

Kitchen: Minimum floor area required is not less than 5.5 sq.m. It should not be less than 1.8min width at any part. With a separate storeroom, the area may be reduced to 4.5 sq.m. A kitchen cum dining room should have a floor area not less than 9.5 sq.m with a minimum width of 2.4m. Each kitchen should be provided with a flue.

Bathrooms and water closets: The size of bathroom should not be less than 1.5m x 1.2m or 1.8 sq.m. If it is combined with water closet, its floor area should not be less than 2.8 sq.m. the minimum floor area of a water closet should be 1.1 sqm.

Ledge: A ledge in a habitable room shall not cover more than 25% of the floor area of the floor on which it is constructed and should not interfere with the ventilation of the room under any circumstances.

The minimum size of a mezzanine floor, if it is used as a living room, should not be less than 9.5 sq.m.

Requirements Of Staircase And Bathrooms In Building Constructions

Requirements of staircase and bathrooms other than lighting and ventilation are given here.

Other Requirements Of Staircase:

The minimum clear width of staircase in case of residential buildings shall not be less than 1m. In case of a public building, a staircase not less than 1.2m in width should be provided for 600 persons or thereof, expected to use the building and the farthest corner of the building shall not be more than 30m distant from the staircase. The maximum riser and minimum width of tread of staircase should be as given in the table 2.

Type of Building
Maximum riser
Minimum tread width
Public buildings
15 cm
30 cm
Domestic buildings
19 cm
25 cm

Other Requirements In The Construction Of Bathrooms And Water Closets:
  1. Every water closets or bathroom should
  2. Be so situated that at least one of its walls shall be open to external air.
  3. Not be directly over or under any room other than another latrine, washing place, bath or terrace, unless it has a water tight floor.
  4. Have the platform or seat either plastered with cement or be made of some water tight non-absorbent materials,
  5. Be enclosed by walls or partitions of bricks. Surface of every such wall or partitions should be finished with a smooth impervious material, such as cement plaster, 1.3cm thick of glass glazed tiles or polished marbles or any suitable material to a height of not less than 1m above the floor of such a room.
  6. Be provided with an impervious floor covering sloping towards the drain and not towards varnishes or any other room.
  7. Have a floor level of such a height as to ensure suitable grade towards the sewage drain.

Building Construction Regulations For Projections From Buildings

Projections from Buildings

No projections of any sort what so ever extending more than 23 cm below a height of 4.3m, such as projection on the level of chajja, cornice, water spouts, drains, pipes, advertisement boards and the like shall project over the land of the road or over any drain of the vertical part of the rain water spouts projecting at the road level or the water pipe may be permitted in accordance with the drainage plan.

a) Sunshade over windows and ventilators: Projections of sunshades over windows or ventilators when permitted by the authority shall fulfill the following conditions:

i. Notwithstanding anything contained in these bye-laws, no projection of any sort shall be permitted over the land and the road or over any drain or over any portion outside the boundaries of the site below a height of 2.8 m from the road level.

ii. Sunshades provided above a height of 2.8 m from the ground level shall be permitted to project upto a maximum width of 60 cm if the road over which they project exceeds 9m in width.

iii. No projection of any sort whatever shall be permitted on roads less than 9m in width or on roads having no footpaths.

b) Porticos in existing developed areas: Porticos may be allowed in such roads as can leave a minimum clear space of 18m between kerbs or if a stipulation has been made for such construction in the lease deed or in such cases where its construction would completely fall in a gap in the existing arcade, provided that these shall be constructed as follows:

i. It shall not be less than 3m wide and is either cantilevered or supported on thin steel or RCC pillars.

ii. Nothing shall be allowed to be constructed on the portion which shall be used as an open terrace.

iii. Nothing shall be allowed to project beyond the line of arcades.

iv. The space under the portion shall be paved and channeled according to the directions of the authority.

Factories And Industrial Buildings Construction Regulations

Notwithstanding any provisions provided, in any one of these bye-laws, every factory building or part thereof shall comply with the following additional regulations:

a) Site: The location of every factory site shall be governed by the provisions of the development plan. For cities having no development plans, the factory site shall have to be approved by the authority.

b) Means of escape in case of fire: In the case of factories constructed or converted to use as a factory after the date of enforcement of the these regulations the following additional requirements shall apply:

i. At least two of the stairways provided should be of the fire resisting materials.

ii. No stairway shall be less than 1.2m in width.

iii. All the stairs shall have an unobstructed head room of at least 2.1 m measured vertically above the tread in line with the face of the riser.

iv. In straight treads, the run of the treads shall not be less than 25 cm wide and the rise shall not be more than 18cm high. The width of the tread including nosing shall not be less than 27 cm.

v. No part of a factory building shall be farther than 15 m from any one of the fire escapes.

vi. Every staircase provided above shall be lighted and ventilated from an air space of not less than 3m depth, measured horizontally in case of ground and one upper floor structure, 4.5m in case of ground and two upper and higher structures than this shall not have an air space of less than 6m, provided that the lighting and ventilating area shall not be less than 1 sq.m per floor height.

vii. Every person who undertakes construction of a factory building shall construct lobby, landing corridor or passage included in such work that it shall in no part be less than 1.2 m in width free from encroachment of any kind and its floor shall be of fire-resisting materials and supported by fire-resisting materials.

viii. Every hoist-way or lift-way inside a factory building shall be completely enclosed with fire-resisting materials and means of access to that hoist or lift, shall be fitted with doors of fire-resisting materials, provided that such hoist-way or lift-way shall be enclosed only at the top by some material easily broken by fire or be provided a vent at the top. Escape arrangements should be fully in terms of section 38(7) of the Indian Factories Act,1948.

Abutment of over crowding:

These should be provided at all times for each person employed in any room of the factory at least 3.4 sq.m f the floor space exclusively of that occupied by the machinery and a breathing space of atleast 14 cubic meter.

Height of work Rooms

The internal heights of a work room shall not be less than 4.5 m measured from the floor level to the lowest point in the ceiling.

Percentage of Coverage:

Not more than three-fifths area of the site may be covered subjected to the mandatory open spaces specified as above:

Front area – 7.5 m

Side yard – 3.0 m

Rear yard – 7.5 m

Miscellaneous

Unfinished buildings: No building should be left with unfinished portions including projecting reinforcing bars, which in the opinion of the authority are unsightly unless within the permission prescribing conditions with respect to the structure and the period for which such permissions remain valid.

Clearing of site: As soon as any building is completed, all rubbish, refuse or debris of any description shall be removed by the owner from the site or sites on which building operations have been carried out or from any adjoining land which may have been used for deposition of debris.

Building Construction Miscellaneous Regulations

Distance Of Buildings From Electric Lines

No verandah, balcony, saiban or the like be allowed to be erected or re-erected or any additions or alterations made to a building with the distances (quoted below) as per the current Indian Electricity Rules and its amendments from time to time between the buildings and any overhead electric supply line.

Voltage line
Vertically (meters)
Horizontally (meters)
(a) Low and medium voltage lines and service lines.
2.4 m
1.22 m
(b) High voltage lines upto and including 33000 V.
3.66 m
1.83 m
(c) Extra high voltage lines beyond 33000 V
3.66 m (plus 0.3 m for every additional 33000 V or part thereof)
1.83 m (plus 0.3 m for every additional 33000 V or part thereof)

Minimum thickness of load bearing walls excluding plaster for residential or business masonry walled buildings:

The strength of masonry walls depends on a number of factors such as the quality of bricks, mortar, method of bonding, unsupported height and length, eccentricity in loading, the position and amount of openings in the wall, the location of longitudinal and cross-wall and combination of various external loads to which the walls are subjected. The walls should be designed taking into account the various factors discussed above, such that the stresses in the walls do not exceed the safe permissible limits.

Requirements For Specific Uses (Regulations For Building Construction):

Parking spaces:

Parking spaces for cars required for cinemas, shopping centres and offices in central areas shall be as given below:

Shopping areas: One car for 440 square meter of plinth area of shops.

Offices: One car for 600 square meter plinth area of offices.

Scales of areas required for parking cars, scooters, motor cycles and bicycles shall be as below:

Cars – 24 sq.m

Scooter / motor cycles – 2.8 sq.m

Bicycles – 1.4 sq.m

Open Space Requirements For Buildings

Open Space Requirements For Buildings

Open air space for ventilation. Every room intended for human habitation should abut an interior or exterior opening air space of the width r dimensions specified below.

Where height of building above plinth adjoining the open air space does not exceed Minimum width of open air space throughout
5 m 3.0 m
6 m 3.0 m
9 m 3.9 m
12 m 4.8 m
15 m 5.7 m
18 m 6.6 m
21 m 7.5 m

OPEN SPACE AROUND RESIDENTIAL BUILDINGS

Front open space: every building should have a front yard of minimum width of 3m and in case of two or more sides a width of an average of 3 m but in no case it shall be less than 1.8 m. Such a yard shall form an inseparable part of the site.

Rear open space: Every residential building shall have a yard of an average width of 4.5 m and at no place the yard measuring less than 3 m as an inseparable part of the building, except in the case of back to back sites where the width of the yard could be reduced to 3m provided no erection, re-erection or material alteration of the building shall be undertaken, if at common plot line straight lines drawn downwards and outwards from the line of intersection of the outer surface of any rear wall of the building with the roof perpendicular to that line form an angle of more than 63.5 degree to the horizontal.

Side open space: every residential building may have a permanently open air space not less than 1m in width on one of its sides other than its front and rear and such side open space shall form an inseparable part of the site. In case, side open air space is to be used for ventilation, it shall be in accordance with the requirements mentioned in the previous paragraph. In case, the side open space abuts a road, the width shall not be less than 3m.

OPEN SPACE FOR BUILDINGS OTHER THAN RESIDENTIAL

The front, rear and side yards, widths and the rules governing those shall be laid down by the authority in each case.

The rules applicable to residential buildings with regard to front open space, rear open space and the side open space and the angle 45 and 63.5 degree governing erection, re-erection or material alteration of a residential building sall also be applicable to business and industrial buildings, provided, however that the local authority may prescribe the front and rear open spaces as required.

Fire Protection Of High Rise Buildings - Building Bye Laws

Fire Protection Of High Rise Buildings - Building Bye Laws

High-rise buildings have unique challenges related to fire protection such as longer egress times and distance, evacuation strategies, fire department accessibility, smoke movement and fire control. The numbers of persons living on high-rise buildings are high compared to low-rise buildings, and only evacuation method in case of fire is the staircase. So, the fire protections of high rise buildings have gained significant attention worldwide.

Thus, in case of high rise buildings, the following provision should be made for safety of buildings from fire:

(i) National building code should be followed for fire-safety requirement of high rise structures and at least one lift should be designed as fire-lift as defined in the Code and be installed.

(ii) At least one stair-case shall be provided as a fire staircase as defined in the National Building Code. Provided that this shall not be applicable if any two sides of a staircase are kept totally open to external open air space.

(iii) Water Supply: Underground tank of the capacity of one lakh liters and two lakh liters for the buildings situated within the municipal limit and outside of the municipal limit respectively be invariably provided in all the high rise buildings. Water in the normal use tank should come only through the overflow of fire tank so provided.

(iv) In high rise buildings, the internal fire hydrants shall be installed as provided in the National Building Code or as prescribed in the Indian Standard Code of practice for installation of internal fire hydrants in high rise buildings. The detailed plan showing the arrangement of pipe lines, booster pumps and water-tanks at various levels shall be submitted for approval of the concerned authority along with the plans and sections of the buildings.

(v) In case of high rise buildings, an external fire hydrant shall be provided within the confines of the site of the building and shall be connected with Municipal Water mains not less than 4″ in diameter. In addition, fire hydrant shall be connected with Booster Pump from the static supply maintained on site.

(vi) In case of high rise buildings separate electric circuits for lift installation, lighting of passages, corridors and stairs and for internal fire hydrant system shall be provided.

(vii) All the requirements under the above regulations shall be clearly indicated on plans duly signed by the owner and the person who has prepared the plans. The Competent Authority may direct the owner to submit such further drawings as may be necessary to clarify the implementation of the provisions of the above regulations.

(viii) Every building having a height of more than 25 Mts. shall be provided with diesel generators which can be utilized in case of failure of the electricity.

(ix) The standard of National Building Code must be adopted fully in providing stair-case and alarm system.

(x) There should be Provision of dry-powder fire extinguisher to the extent of two on each floor with a capacity of 5 kgs, in all the high rise buildings.

Labour Requirement For Various Building Works

LABOUR REQUIREMENT FOR VARIOUS BUILDING WORKS:

The table below shows the recommended labour requirement for various civil engineering/building/construction works:  Bhisti Means Water Carrier

S.No. Description of work Unit Labour Recommended constant in days. Remarks
1) Excavation over areas (hard/dense soil),depth up to 1.5m and removal (up to one meter from edge) M3 Mate 0.06 _
Labour 0.62 _
2) Excavation in trenches (soft/ loose soil),for foundations not exceeding 1.5m in width and for shafts, wells, cesspits and the like, not exceeding 10m3 and on plan, depth up to 1.5m and removal(up to one meter away from edge) M3 Mate 0.05 _
Labour 0.5 _
3) Returning, filling and ramming of excavated earth in layers not exceeding 20 cm in depth, watering, well ramming and leveling, lead up to 50m M3 Mate 0.02 _
Labour 0.25 _
Bhisti 0.02 _
4) Concrete : M3 Labour 0.5 _
Mixing by machine (mixer) at banker, cement concrete(with 20mm graded coarse aggregate) Bhisti 0.1 _
Mixer operator 0.07 _
Mixer 0.07 _
5) Mixer mixed cement concrete M3 mason 0.1 _
Labour 1.63 _
bhisti 0.7 _
mixer operator 0.07 _
mixer 0.07 _
vibrator 0.07 _
6) Reinforced cement concrete in situ in foundations, footings, bases for columns, etc excluding form work and reinforcement M3 mason 0.17 The constants for items include mixing, pouring, consolidating and curing. This does not include fair finish.
Labour 2
bhisti 0.9
mixer operator 0.07
mixer 0.07
vibrator 0.07
7) Reinforced cement concrete in situ in suspended floors/roofs excluding form work, and reinforcement. M3 mason 0.24 _
Labour 2.5 _
bhisti 0.9 _
mixer operator 0.07 _
mixer 0.07 _
vibrator 0.07 _
8) Mortars : M3 Labour 0.75 Labour required will be approximately same for different mix proportions.
Mixing by hand, cement mortar of any mix/proportions Bhisti 0.07
9) Brick work (straight walls) : M3 mason 0.94 The constants include labour involved in scaffolding.
Brick work in walls exceeding one brick thick, in cement / lime mortar Labour 1.8
bhisti 0.2
10) Brick work in walls, one brick thick, in cement/lime mortar M2 mason 0.25 The constants could be adopted for brick work with any mix or mortar.
Labour 0.4
bhisti 0.1
11) Formwork : M3 Carpenter 0.25 _
a) fabrication and erection with all supports, struts, braces, etc, and dressing with oil as cleaning of formwork : M2 Labour 0.2 _
1) rectangular column and walls M2 Carpenter 0.23 _
2) suspended floors/roofs Labour 0.2 _
3) sides and soffits of beam Carpenter 0.3 _
Labour 0.2 _
12) Reinforcement: Quintal Bar bender 1 _
Bar reinforcement including cutting to length, hooked ends, cranking or bending, hoisting and placing in any position, binding wire and holding firmly so as not to be disturbed while placing and ramming of concrete Labour 1 _
13) Plastering and pointing : M2 mason 0.08 _
a) 15mm thick cement plaster to ceiling including mixing of mortar. M2 Labour 0.1 _
b) 15mm thick cement plaster on brick walls (exterior) including mixing of mortar M2 bhisti 0.1 _
c) Tuck pointing to random rubble masonry in cement mortar including mixing mortar. mason 0.06 _
Labour 0.1 _
bhisti 0.1 _
mason 0.1 _
Labour 0.15 _
bhisti 0.1 _
14) Damping proof course : M3 Mason 0.1 _
a) Laying damp proof course 40mm thick cement concrete including form work and fair finishing to edges and mixing. Labour 0.1 _
bhisti 0.01 _

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