State of Tamilnadu- Act
Tamil Nadu District Municipalities Building Rules, 1972
TAMILNADU
India
India
Tamil Nadu District Municipalities Building Rules, 1972
Rule TAMIL-NADU-DISTRICT-MUNICIPALITIES-BUILDING-RULES-1972 of 1972
- Published on 19 May 1972
- Commenced on 19 May 1972
- [This is the version of this document from 19 May 1972.]
- [Note: The original publication document is not available and this content could not be verified.]
1. Short title, extent and commencement.
2. Definitions.
- In these rules, unless there is anything repugnant in the subject or context, -3. Application for approval of buildings other than huts and sites therefor.
3A. Water Conservation.
- For effective conservation of rain water, application for permission to construct or reconstruct or alter or add to a building, other than a hut, shall contain water conservation proposals as detailed below; -(A)Tiled and sloped terrace building. - (1) In the tiled or sloped building, semi-circular gutters of width 15 to 25 centimetres of plastic or any other material shall be provided on the down side roof slopes of the building for harvesting rainwater. The gutter shall be connected at the downstream end with a downpipe of 75 to 100 millimetres diameter, depending upon roof area and size of tank to convey the harvested rainwater from gutters to a plastic or any other material storage tank or sump (through a filter unit). An inlet screen (wire mesh) to prevent entry of dry leaves and other debris into the downpipe shall be fitted. The collected rainwater from the roof shall be allowed to pass through a filter unit. The filter unit is to be filled with suitable filter material such as well-burnt broken bricks (or pebbles) up to 15 centimetres from top. The top 15 centimetres shall be filled up with coarse sand. Tire filter unit shall be placed either over a storage tank or at bottom of the downpipe.3B. [ Provision of Rain Water Harvesting Structure. [Rule 3B was Substituted by G.O. Ms. No. 56, Municipal Administration and Water Supply (MAI), Department, dated 21st July 2003.]
- Notwithstanding anything contained in these rules, -4. Application for approval of, and sites therefor, huts.
5. Proximity of conducts or aerial lines - Refusal of permission.
6. Sites.
7. Location of building.
- Every person, who constructs, reconstructs, or alters or adds to building, shall wherever the site is within 15 metres of any tank, reservoir, water-course, river, fresh water channel or well, carry out such measure as may be necessary or as the executive authority may direct, for the purpose of preventing any contamination of or any risk of the drainage of the building passing into, such tank, reservoir, water-course, river, fresh water channel or well.8. Foundation.
9. Plinths.
10. Superstructures - Walls, floors and rooms.
11. [ Space about buildings and height of buildings. [Amended by G.O Ms. No. 294. R.D. & L.A. dated 28th February 1978.]
12. Parking space.
- Every person intending to construct, reconstruct or alter or add to a building other than a hut, shall -13. Dimensions of rooms.
| (i) Bathroom | 1.8 square metres with 1.5 metres by 1.2 metres. |
| (ii) Watercloset | 1.08 square metres with 0.9 metre by 1.2 metres. |
| (iii) Bah room-cum-water | 2.7 square metres with 1.5 closetmetres by 1.8 metres. |
14. Ventilation of building.
15. Stairs.
16. Chimneys and flues.
- Every place, wherein fire is kindled habitually, such as in kitchen or bathing place, shall be provided with efficient means for the escape of smoke or the products of combustion, directly from every fireplace. The means would depend upon the nature of roofing over the room in which the fireplace is provided. In a tiled roof, the means shown in the sketches below should be adopted as the minimum requirements; in the case of terraced roofs, a flue of adequate height and size should be provided.17. Drains and sanitary conveniences.
- (i) Every building shall be provided with means for the effectual drainage of storm water sullage and sewage from the premises and sufficient and suitable sanitary conveniences for the use of the occupants of the buildings.(ii)[ There shall be at least one water-tap and arrangement for drainage in the vicinity of each water-closet or group of water-closets in all buildings.] [The follozving previous clause (ii) reads follows: - (ii) Every building within 500 metres of high watermark of the sea or within 500 metres of any river or lake should be provided with separate arrangements for the seivage or sullage to be let into the sea or river or lake, but treated and used only for gardening or similar other services. Previously rule 17 has been re-numbered as rule 17, sub-clause (i) and the abovesaid clause (ii) added by G.O. Ms. No. 667, Municipal Administration and Water Supply, dated 26th September 1989. The said clause (ii) substituted by G. O. Ms. No. 146, Municipal Administration and Water Supply Department (MAI), dated 19th June 1999.](iii)Each family dwelling unit on premises abutting on a sewer or with a private sewage disposal system shall have, at least, one kitchen type sink. It is desirable that a bath or shower shall be installed to meet the basic requirements of sanitation and personal hygiene.(iv)All other structures for human occupancy or use on premises abutting on a sewer or with a private sewage disposal system shall have adequate sanitary facilities, but in no case less than one water-closet and one other fixture for cleaning purposes.(v) (a)Dwellings with individual convenience shall have at least the following fitments, namely: -17A. [ [Added by G.O. Ms. No. 146, Municipal Administration and Water Supply Department (MA-l), dated the 19th June 1999.]
- The requirements for fitments for drainage and sanitation in the use of building other than residential shall be in accordance with Appendix [H]]Explanation. - The drainage arrangements and the sanitary conveniences shall be in accordance with such rules or by-laws as may have been framed in that behalf.17B. [ Fitment of solar assisted water heating system. [Added by G. O. Ms. No. 112, Municipal Administration and Water Supply Department (MA-I), dated the 16th August 2002, published in Tamil Nadu Government Gazette, Part Ill-Section 1(a), dated the 11th September 2002.]
- The requirements for fitment of solar assisted water heating system in buildings shall be in accordance with Appendix -1.]18. Exemptions.
- The following buildings shall be exempted from the operation of these rules: -19. [ Grant of exemptions. [Added by G.O. Ms. No 111 R.D. A.L.A. dated 24th July 1982.]
20. Space about huts.
- No portion of a hut shall be placed within 1.75 metres of a masonry or wooden building, provided that there shall be a minimum open space of 1.25 metres between the waves or between the wave of the hut and a masonry wall, as the case may be.21. Parking space and access ways.
- Before granting permission for the construction or reconstruction of or addition or alteration to the building applied for, the executive authority/Commissioner shall take into consideration the provisions made in the plan for parking space and parking facility under rule 72 above and their adequacy with reference to the standard specified in this regard and the traffic circulation required to be provided under rule 12 and shall refuse permission for such construction or reconstruction, addition or alteration unless suitable arrangements are made by the applicant to provide to the satisfaction of the executive authority/Commissioner the required parking space, parking facilities and access ways.22. Height of huts.
23. Alignments of huts.
- On the land exclusively set apart for the construction of huts, the huts shall be built in continuous lines in accordance with an alignment to be determined by the municipal council.24. Passage between rows of huts.
- Where an alignment determined under rule 21 does not correspond with the alignment of a street, a passage of at least six metres measured from cave to cave shall be left between the rows of huts abutting on such alignment25. Right to use passages by municipal authorities.
- All passages referred to in rule 23 shall remain private property subject to a right in the municipal authorities to send carts along them or otherwise make use of them for any of the purposes of the Act.26. Open courtyard among huts.
- Notwithstanding anything contained in rule 21, huts may, with the special sanction of the municipal council, be built so as to form an open courtyard comprising at least one-fourth of the whole area occupied by the huts and courtyard.27. Space between huts.
- Between any two huts, there shall be a. space of at least 1.24 metres measured from cave to cave.Appendix - A[See rule 3(1)]...........MunicipalityApplication Under Sections (197, 204, 208, 213 Or 215, as the case may be), of the Tamil Nadu District Municipalities Act, 1920 (Tamil Nadu Act V of 1920)[Rule 3 (1) of the Tamil Nadu District Municipalities Building Rules, 1972.]FromName of the owner or the applicantAddress.............Sir,I intend to construct/reconstruct/make alterations or additions to a building other than a hut, in the site or plot of land ............ Town or Revenue Survey No ............ street or road name ............. in the ward of division and in accordance with the provisions of sections 197,204,208,213 or 215, as the case may be, and rule 3(1) of the Tamil Nadu District Municipalities Building Rules, 1972, forward herewith in triplicate -1. It should be drawn to scale of not less than 1 centimetre to 4 metres, provided that where circumstances are such as to make a smaller scale necessary or sufficient, the plan may with the consent of the executive authority be to a scale of one centimetre to 8 metres.
2. It should show the boundaries of the site or plot for building.
3. It should give the survey number of the site or plot.
4. It should show the street or streets with name or names, on which the site or plot abuts of those from which access to the site or plot is proposed to be obtained.
5. It should give accurately the dimensions of the site or plot.
6. It should give the width of the street or streets on which the site or plot abuts of those from which access is proposed to be obtained.
7. It should show whether the street or streets on which the site or plot abuts of those from which access is proposed to be obtained are public or private, and if it is the latter, the names of the owners of the land, occupied them and whether they have been formed and metalled, the existing proposed or approved building lines on each side of the street or streets should also be shown.
8. It should show the location of the proposed building on the site or plot and also the location of latrines, urinals, stables, cow-shed and other appurtenances of the buildings as well as the positions and dimensions of the open spaces including the courtyard's rift in the site or plot forming the curtilage or appurtenance to the building and the passage or means of access provided for scavenging purposes.
9. It should show the position of wells, tanks, water-course, if any, in the site or plot and within a distance of twenty metres from it in any direction.
10. It should show the position and approximate height of all buildings within twelve metres of the site or plot.
11. It should incorporate the position and sections of trial pits within the site or plot describing so far as may be necessary and possible, the exact nature of soil and sub-soils met with. .
12. It should, so far as may be necessary and possible, record the water-level in the well, if any, on the site or plot or in the adjoining wells if any, with the date on which the observations were taken.
13. It should give the relative levels of the site or plot with reference to the crown of the street or streets on which the buildings abut on those from which access to the building is proposed to be obtained.
14. It should also show such other particulars required under any bye-laws made by the municipal council under section 308 of the Tamil Nadu District Municipalities Act, 1920.
15. The executive authority may require the owner to furnish him with any further information which has not already been given.
16. It shall not be necessary to comply with requirements 10 to 12 in the case of an application for the construction or reconstruction of a hut.
17. In the case of an application for a hut, only a ground plan and section of the proposed hut showing the position from and dimensions of the walls, rooms and roofs and the position and dimensions of windows or doorways need be furnished unless otherwise required by the executive authority.
Appendix - C[See rule 3(2)(ii)]Building Plans1. The ground plan, plan of each floor, elevations and sections of the proposed building should be neatly and accurately drawn to a scale of not less than one centimetre to one metre.
2. The plans and sections should show -
3. If the construction or reconstruction of a building or any temporary or permanent additions thereto, will render any serial electricity supply line accessible to such building or structure such line shall be shown both in the plan and sections of the buildings or structures.
4. If it is intended to use the building or part thereof for any of the purposes specified in Schedule V of the Act or as stable, cattle-shed or cow-house, a slaughter house, market or cart-stand, the information shall be shown in the plans.
5. The plan should also show, the position and dimensions of windows, doorways and ventilators.
6. The executive authority may require the owner to furnish him with any further information, as far as may be necessary to show whether the building complies with any of the provisions of the Act and the rules and bye-laws made thereunder.
Appendix D[See rule 3(2)(iii)]SpecificationThe following particulars should be incorporated in the specification: -1. The materials and the methods of construction to be used for the various parts of the buildings.
2. The manner in which the room and house drainage and the surface drainage of the site are proposed to be disposed of.
3. The means of access that will be available for conservancy.
4. The use or uses for which the building is intended.
5. Whether there is within the building or site or within a reasonable distance therefrom a supply of wholesome water sufficient for the domestic purposes of the inmates of the building if it is intended to be used as dwelling house.
6. If the building is intended to be used as dwelling for two or more families or as a place for carrying on any trade, business or industry in which not less than twenty people may be employed or a place of public resort, entertainment or other similar purposes the means of ingress and egress in case of emergency proposed to be provided.
7. The correct extent of the site as a whole, the area occupied by the existing building or buildings if any and the total area that will be occupied by all buildings in the site, excluding the buildings, if any, exempted under these rules.
8. The above specification shall be required only in the case of a building other than a hut.
9. The executive authority may require the owner to furnish him with any further information as far as may be necessary to know whether the building satisfied all the requirements of safety and ability.
Appendix - E[See rules 10(6), (7) and (8)]Dead Load of Constructional Materials| Serial number and description of materials | Weight in kilograms per cubic metre | |
| (1) | (2) | |
| 1. | Brick, in mud, lime or cement mortar | 1,920 |
| 2. | Coarse rubble in lime or cement mortar | 2,240 |
| 3. | Laterite in lime mortar | 2,000 |
| 4. | Concrete in lime or cement mortar | (a) 1,920 (brick jelly) |
| 5. | Random rubble in lime or cement mortar | (b) 2,240 (hard broken stone) |
| 6. | Limestone | 2,400 to 2,640 |
| 7. | Sandstone | 2,240 to 2,400 |
| 8. | Cuddapah slabs | 2,720 |
| 9. | Ashlar | 2,400 |
| 10. | Granite stones | 2,640 to 2,800 |
| 11. | Reinforced concrete | 2,400 |
| 12. | Cast-iron | 7,030 to 7,1 30 |
| 13. | Wrought iron | 7,700 |
| 14. | Steel | 7,850 |
| 15. | Teak | 625 |
| 16. | Pine | 610 |
| 17. | Oak | 865 |
| 18. | Fir | 430 to 460 |
| Loading Class | Type of floors | Minimum lived-loads kg | Alternative Minimum lived load | |
| kg. per sq.m. of floors area | Slap kg. uniformly distributed over span M. Width | Beams kg. uniformly distributed over span | ||
| (1) | (2) | (3) | (4) | (5) |
| 200 | Floors in dwelling houses, tenements, hospitalwards, bed rooms and private sitting rooms in hospitals anddormitories | 200 | 500 | 1200 |
| 250 | Office floors other than entrance halls, floorsof light work-room. | 250-400* | 625-1000* | 1500-2,400 |
| 300 | Floor of banking halls, office entrancehalls,and reading rooms. | 300 | 750 | 1,800 |
| 400 | Shop floors used for the display and sale ofmerchandises, floors of work-rooms generally, floors ofclassrooms in schools, garages for vehicles not exceeding 2.5metric tons gross weight floors of place of assembly with fixedseating, restaurants circulations, etc. space in machinery halls,power stations, etc., where not occupied by plant or equipment. | 400 | 1,000 | 2,400 |
| 500 | Floors of ware-house, workshops and otherbuildings or parts of buildings and similar category for lightweight lands, office floors for storage and filling purposes,floors of places of assembly without fixed seating, public roomsin hotels, dance halls, waiting halls, etc. | 500 | 1,250 | 3,000 |
| 750 | Floors of ware-house, workshops and otherbuildings or parts of buildings of similar category for mediumweight loads, floors of garages for vehicles not exceeding 4metric tons gross weights | 750 | For garage floors only maximum wheel load but notless 1.5 times than 900 kg. considered to be distributed over 75.c.f-.sq. | |
| 1000 | Floors of ware-house, workshops, factories andother buildings of similar category for heavy weight 'oads,floors of book stores and libraries, roofs and pavement lightover basements projecting under the public footpath, stairs,corridors, landings and balconies not liable to over crowding. | 1000 | ||
| For Class 200 loading | 300 | |||
| For all ether classes | 500 | |||
| Balconies liable to over crowding. | 500 |
| Category and slope of roof | Imposed loads other than wind and snow | Minimum load |
| (1) | (2) | (3) |
| Flat sloping or curved roof with slope up to andincluding 10 percent (a)access provided | 150 kg/sq.m. measured on plane. | 300 kg. uniformly distributed over a span of onemetre width of roof slab and 750 kg uniformly distributed. |
| (b) access not provided plane | 73 kg/ sq.m. measured on plane. | 150 kg. uniformly distributed over any span ofone metre width of roof slab and 375 kg. uniformly distributedover the span in the case of all beams. |
| Sloping roof with slope greater than 10 | 75 kg/sq.m less one kg. per every degreeincrease in slope over 10 percent. | |
| Roof with sheet covering | To provide for the loads incidental tomaintenance all roof covering (other than glass) and supportingstructures shall be capable of carrying a load of 90 kg.concentrated on an area of 12.5 cm.sq. or uniformly distributedload of 40 kg./sq.m. whichever is more. This load is not inaddition to wind load which shall be treated as occasional load. | |
| Curved roofs | (75-1251) kgs.m2 where 40 kg m2-h-The heightpoint of the highest point of the structure measured from itsspringing. | |
| 1 -Short width of the roof, if single curved andshorter of the two sides if double curved. | ||
| Weight of roof materials - | ||
| 1. Corrugated iron (Class I) | 1.25 mm. thick 10.56 kg/ sq.m. | |
| 2. Corrugated iron (Class II) | 1.00 mm. thick 9.60 kg/ sq.m. | |
| 3. State | 2,809 kg./ sq.m. |
| SI. No. | Description of roof pitch | Dead weight of roof in kg. per square metre |
| 1. | Flat and pan tiles (rise 1/4 to 1/3) | 147 |
| 2. | Plain pan tiles (rise 1/4 to 1/3) | 108 |
| 3. | Mangalore tiles (open and air) | 78 |
| 4. | Mangalore tiles bedded with mortar over flat tiles (rise 2/4to 1/3) | 158 |
| 5. | Plain Mangalore tiles (rise 1/4 to 1/3) | 54 |
| 6. | 1 mm. thick corrugated of boarding with Mangalore tiles (rise1/6 to 1/4) | 54 |
| 7. | Bengal terrace (rise 1/4 to 1/6) | 112 |
| H/M | Zone I | Zone II | Zone III |
| Below 5 | 125 | 90 | 50 |
| 5-10 | 150 | 110 | 70 |
| 10-20 | 175 | 170 | 90 |
| 20-30 | 200 | 150 | 100 |
| 30-50 | 220 | 170 | 110 |
| 50-75 | 240 | 180 | 120 |
| 75-100 | 260 | 190 | 130 |
| 100-150 | 270 | 200 | 135 |
| 150-200 | 280 | 210 | 140 |
| Above 200 | 290 | 220 | 145 |
| Slopes of roof on windward side | Wind pressure on roof (Wind normal to eaves)External wind pressure | |
| * Windward Slope | **Leeward slope | |
| 0 | 0.5 | (-) 0.50 |
| 10 | (-) 0.33 | -do- |
| 20 | (-) 0.16 | -do- |
| 30 | - | -do- |
| 40 | 0.14* | -do- |
| 50 | 0.27* | -do- |
| 60 | 0.37* | -do- |
| 70 | 0.44* | -do- |
| 80 | 0.48* | -do- |
| 90 | 0.50 | -do- |
| Storey above ground level | Height of wall in metres above plain levels | Minimum thickness of external and partition ofMasonry Wall (excluding plaster) above residential and businessbuilding) (Thickness of wall in centimetres) | ||||||||
| Exceeding | Not Exceeding | Length of wall in mtrs. | Basement | Ground floor | I floor | 11 floor | Ill floor | IV floor | V floor | |
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) | (9) | (10) | (11) |
| 1 | 3.0 | Any | 30 | 20 | ||||||
| 1 | 3.0 | 4.9 | Do. | 40 | 30 | |||||
| 1 | 4.9 | 6.0 | Do. | 50 | 40 | - | - | |||
| 2 | 6.0 | Under 10 | 30 | 20 | 20 | |||||
| 2 | 6.0 | Under 10 | 40 | 30 | 20 | |||||
| 2 | 6.0 | 9.8 | Under 10 | 40 | 30 | 30 | ||||
| 2 | 6.0 | 9.8 | Over 10 | 50 | 40 | 30 | ||||
| 3 | 9.0 | Under 10 | 40 | 30 | 20 | 20 | ||||
| 3 | 9.0 | Over 10 | 50 | 40 | 30 | 20 | ||||
| 3 | 9.0 | 13.7 | Under 10 | 50 | 40 | 30 | 30 | |||
| 3 | 9.0 | 13.7 | Over 10 | 60 | 50 | 40 | 30 | |||
| 4 | 12.0 | Under 10 | 50 | 40 | 30 | 30 | 20 | |||
| 4 | 12.0 | Over 10 | 60 | 50 | 40 | 30 | 30 | |||
| 4 | 12.0 | 18.3 | Under 10 | 60 | 50 | 40 | 30 | 30 | ||
| 4 | 12.0 | 18.3 | Over 10 | 70 | 60 | 50 | 40 | 30 | ||
| 5 | 15.0 | Under 10 | 60 | 50 | 40 | 30 | 30 | |||
| 5 | 15.0 | Over 10 | 70 | 60 | 50 | 40 | 30 | 30 | ||
| 5 | 15.0 | 22.9 | Under 10 | 70 | 60 | 50 | 40 | 30 | 30 | |
| 5 | 15.0 | 22.9 | Over 10 | 80 | 70 | 60 | 40 | 40 | 30 | 9 |
| 6 | 18.0 | Under 10 | 70 | 60 | 60 | 40 | 30 | 30 | 30 | |
| 6 | 18.0 | Over 10 | 80 | 70 | 60 | 50 | 40 | 30 | 30 | |
| 6 | 18.0 | 27.4 | Under 10 | 80 | 70 | 60 | 50 | 40 | 40 | 30 |
| 6 | 18.0 | 27.4 | Over 10 | 90 | 80 | 70 | 60 | 50 | 40 | 30 |
2. Length of wall in the length measured between bettering or cross walls properly bounded and built into the main walls to give lateral support.
3. Thickness of wall shall not be less than 1/16th of storey height.
4. Thickness of basement wall shall not be less than 1/3rd of the height of surrounding ground measured from basement floor.
Walls are assumed to carry only distribute loads-point concentrated loads where they are not more than one metre and are provided with a trimmer beam for proper distribution of these load points.[Appendix [Substituted by G.O. Ms. No. 146. Municipal Administration and Water Supply Department (MAI), dated 9th June 1999.][H]](See rule 17-A)Office Buildings| SI. No. | Fitments | For Accommodation other than for Principals | |
| For Male Personnel | For Female Personnel | ||
| (1) | (2) | (3) | (4) |
| 1. | Water-closets | 1 for every 25 persons or part thereof. | 1 for every 15 persons or part thereof. |
| 2. | Ablution taps | 1 in each water-closet. | 1 in each water-closet. |
| 1 water tap with draining arrangements shall beprovided for every 50 persons or part thereof in the vicinity ofwater-closet and urinals. | |||
| 3. | Urinals | Nil up to 6 persons1 for 7-20 persons2 for 21-45 persons3 for 46-70 persons4 for 71-100 personsFrom 101 to 200 persons add at the rate of 3 percent. | |
| For over 200 persons add at the rate of 2.5 percent. | |||
| 4. | Wash-basins | 1 for every 25 persons or part thereof. | |
| 5. | Drinking water fountains. | 1 for every 100 persons with a minimum of one oneach floor. | |
| 6. | Cleaner's sinks. | 1 per floor minimum preferably in, or adjacentto sanitary rooms. |
| SI. No. | Fitments | For Accommodation other than for Principals | |
| For Male Personnel | For Female Personnel | ||
| (1) | (2) | (3) | (4) |
| 1 | Water-closets | 1 for 1-15 persons2 for 16-35 persons3 for 36-65 persons4 for 66-100 persons | 1 for 1-12 persons2 for 13-25 persons3 for 26-40 persons4 for 41-57 persons |
| From 101 to 200persons add at the rate of 3 percentFrom over 200 persons, at the rate of 2.5percent. | 5 for 58-77 persons6 for 78-100 personsFrom 101 to 200 persons add at therate of 5 percent.From over 200 persons, add at the rate of 4 percent | ||
| 2. | Ablution taps | 1 in each water-closet | 1 in each water-closet |
| 1 water-tap with draining arrangements shall beprovided for every 50 persons or part thereof in the vicinity ofwater-closets and urinals | |||
| 3. | Urinals | Nil up to 6 persons1 for 7-20 persons2 for 21-45 persons3 for 46-70 persons4 for 71-100 personsFrom 101 to 200persons,add at the rate of 3 percent.For over 200 persons, add at the rate of 2.5percent. | |
| 4. | Washing taps with draining arrangements | 1 for every 25 persons or part thereof. | |
| 5. | Drinking water fountains | I for every 100 persons with a minimum of one oneach floor. | |
| 6. | Baths (preferably showers) | As required for particular trades or occupations |
| Sl. No. | Fitments | For Male Public | For Female Public | For Male Staff | For Female Staff |
| (1) | (2) | (3) | (4) | (5) | (6) |
| 1. | Water-closets. | 1 per 100 persons up to 400 persons.For over 400persons add at the rate of 1 per 250 persons or part thereof. | 2 per 100 persons up to 200 persons, add at therate of 1 per 100 persons or part thereof. | 1 for 1-15 persons.2 for 16-35 persons. | 1 for 1-12 persons.2 for 13-25 persons. |
| 2. | Ablution Taps. | 1 in each water-closet. 1 water tap withdraining arrangements shall be provided for every 50 persons orpart thereof in the vicinity of water-closets and urinals. | 1 each water-closet. | 1 each water-closet. | 1 each water-closet. |
| 3. | Urinals. | 1 for 50 persons or part thereof. | Nil up to 6 persons.1 for 7-20 persons.2 for 21-45 persons. | ||
| 4. | Wash basins. | 1 for every 200 persons or part thereof. | 1 for every 200 persons or part thereof. | 1 for 1-15 persons.2 for 16-35 persons. | 1 for 1-12 persons.2 for 13-25 persons. |
| SI. No. | Fitments | For Male Public | For Female Public | For Male Staff | For Female Staff |
| (1) | (2) | (3) | (4) | (5) | (6) |
| 1. | Water-closets | 1 per 100 persons up to 400 persons. For over400 persons add at the rate of 1 per 250 persons or part thereof. | 1 per 100 persons up to 200 persons. For over200 persons, add at the rate of 1 per 150 persons or partthereof. | 1 for 1-15 persons.2 for 16-35 persons. | 1 for 1-12 persons.2 for 13-25 persons. |
| 2. | Ablution Taps. | 1 in each water-closet. 1 water tap withdraining arrangements shall be provided for every 50 persons orpart thereof in the vicinity of water closets and urinals,, 1 ineach water closet. | 1 in each water closet | 1 in each water closet. | |
| 3. | Urinals. | 1 for 50 persons or part thereof. | Nil. up to 6 persons.1 for 7-20 persons.2 for 21-45 persons. | ||
| 4. | Wash basins. | 1 for every 200 persons or part thereof. | 1 for every 200 persons or part thereof. | 1 for 1-15 persons.2 for 16-35 persons. | 1 for 1-12 persons.2 for 13-25 persons. |
| 5. | Cleaner’s sinks. | 1 per floor, Min |
| SI. No. | Fitments | For Males and Females |
| (1) | (2) | (3) |
| 1 | Water-closets. | I for every 8 beds or part thereof. |
| 2. | Ablution taps. | 1 in each water-closet plus one water tap withdraining arrangements in the vicinity of water-closets andurinals for every 50 beds or part thereof. |
| 3. | Wash basins. | 2 up to 30 beds, add I for every additional 30beds or part thereof. |
| 4. | Baths. | 1 bath with shower for every 8 beds of partthereof. |
| 5. | Bedpan Washing Sinks. | 1 for each ward. |
| 6. | Cleaner's sinks. | 1 for each ward. |
| 7. | Kitchen sinks and dish washers (Where kitchen is provided). | 1 for each ward. |
| SI. No. | Fitments | For Males | For Females |
| (1) | (2) | (3) | (4) |
| 1 | Water-closets. | 1 for every 100 persons or part thereof. | 2 for every 100 persons or part thereof. |
| 2. | Ablution taps. | 1 in each water-closet 1 water-tap with drainingarrangements shall be provided for every 50 persons or partthereof in the vicinity of water-closets and urinals. | 1 in each water-closet. |
| 3. | Urinals. | 1 for every 50 persons, or part thereof. | - |
| 4. | Wash basins. | 1 for every 100 persons or part thereof. | 1 for every 100 persons or part thereof. |
| SI. No. | Fitments | For Administrative Buildings | For Medical Staff Quarters (Hostel Type) | For Nurses Homes (Hostel Type) | ||
| For Male Personnel | For Female Personnel | For Male Staff | For Female Staff | |||
| (1) | (2) | (3) | (4) | (5) | (6) | (7) |
| 1. | Water-closets. | 1 for every 25 persons or part thereof. | 1 for every 15 persons or part thereof. | 1 for 4 persons. | 1 for 4 persons. | 1 for 4 persons or thereof. |
| 2. | Ablution taps. | 1 in each water-closet | 1 in each water-closet | 1 in each water-closet | 1 in each water-closet | 1 in each water-closet. |
| 1 water-tap with draining arrangements shall beprovided for every 50 person's or part thereof in the vicinityof water-closets and urinals. | ||||||
| 3. | Urinals. | Nil up to 6 persons, | ||||
| 1 for 7-20 persons, | ||||||
| 2 for 21-45 persons. | ||||||
| 3 for 46-70 persons. | ||||||
| 4 for 71-100 persons. | ||||||
| From 101 to 200 Persons, add at the rate of 3percent. | ||||||
| For over 200 persons, add at the rate of 2.5percent. | ||||||
| 4. | Wash basins. | 1 for every 25 persons or part thereof. | 1 for every 25 persons or part thereof. | 1 for every 8 persons or part thereof. | 1 for every 8 persons or part thereof. | 1 for every 8 persons or part thereof. |
| 5. | Baths (with shower.) | 1 for each floor. | 1 for each floor. | 1 for 4 persons or part thereof. | 1 for 4 persons or part thereof. | 1 for 4-6 persons or part thereof. |
| 6. | Cleaner’s sinks. | 1 per floor. Min |
| SI. No. | Fitments | For Residential Public and Staff | For Public Rooms | For Non-residential Staff | ||
| For Males | For Females | For Male Staff | For Female Staff | |||
| (1) | (2) | (3) | (4) | (5) | (6) | (7) |
| 1. | Water-closets. | 1 per 8 persons omitting occupants of the roomwith attached water-closet, minimum of 2 if both sexes arelodged. | 1 per 100 persons up to 400 persons for over400, add at the rate of 1 per 250 persons or part thereof. | 2 per 100 persons up to 200 persons. For over200 add at the rate of 1 per 100 persons or part thereof. | 1 for 1-15 persons.2 for 16-35 persons.3 for 36-65 persons.4 for 66-100 persons | 1 for 1-12 persons.2 for 13-25 persons.3 for 26-40 persons.4 for 41-57 persons.5 for 58-77 persons.6 for 78-100 persons. |
| 2. | Ablution taps. | 1 in each water-closet. I water tap with draining arrangements shall be provided for every 50 persons or part thereof in the vicinity of water-closets and urinals I water tap with draining arrangements shall be provided for every 50 persons or part thereof in the vicinity of water-closets and urinals. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. |
| 3. | Urinals. | 1 per 50 persons or part thereof. | Nil up to 6 persons.1 for 7-20 persons.2 for 21-45 persons.3 for 46-70 persons.4 for 71-100 persons., | |||
| 4. | Wash basins. | 1 per 10 omitting the wash basins installed inthe room suite. | 1 per water-closet and urinal provided | 1 per water-closet provided. | 1 for 1-15 persons.2 for 16-35 persons.3 for 36-65 persons.4 for 66-100 persons. | 1 for 1-12 persons.2 for 13-25 persons.3 for 26-40 persons.4 for 41-57 persons.5 for 58-77 persons.6 for 78-100 persons. |
| 5. | Baths | 1 per 10 persons omitting occupants of the roomswith bath in suite. | ||||
| 6. | Slop sinks. | 1 per 30 bed-rooms, 1 per floor, Min. | - | - | - | - |
| 7. | Kitchen sinks and dish washers | 1 per 30 bed-rooms, 1 per floor, Min. | 1 in each Kitchen |
| SI. No. | Fitments | For male public | For female public | For Male Staff | For female Staff |
| (1) | (2) | (3) | (4) | (5) | (6) |
| 1. | Water-closets. | 1 per 50 seats up to 200 seats. For over 200seats, add at the rate of 1 per 100 seats or part thereof. | 1 per 50 seats up to 200 seats. For over 200seats, add at the rate of 1 per 100 seats or part thereof. | 1 for 1-15 persons.2 for 16-35 persons.3 for36-65 persons.4 for 66-100 persons. | 1 for 1-12 persons.2 for 13-25 persons.3 for26-40 persons.4 for 41-57 persons.5 for 58-77 persons.6 for78-100 persons. |
| 2. | Ablution taps. | 1 in each water-closet | 1 in each water-closet | 1 in each water-closet | 1 in each water-closet |
| 1 water tap with draining arrangements shall beprovided for every 50 persons or part thereof in the vicinity ofwater-closets and urinals | |||||
| 3. | Urinals. | 1 per 50 seats | Nil up to 6 persons.1 for 7-20 persons.2 for21-45 persons.3 for 46-70 persons.4 for 71-1 00 persons. | ||
| 4. | Wash basins. | - | 1 for every water-closet provided. | - | - |
| 5. | Kitchen sinks and dishwashers | - | 1 in each kitchen | - | - |
| 6. | Slop or service sinks | - | 1 in the restaurant | - | - |
| SI. No. | Fitments | Nursery schools | Schools other than nursery school | Boarding schools | ||
| For Boys | For Girls | For Boys | For Girls | |||
| (1) | (2) | (3) | (4) | (5) | (6) | (7) |
| 1. | Water-closets. | 1 per 15 pupils or part thereof. | 1 per 40 pupils or part thereof. | 1 per 25 pupils or part thereof. | 1 for every 8 pupils or part thereof. | 1 for every 6 pupils or part thereof. |
| 2. | Ablution taps. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. |
| 1 water-tap with draining arrangements shall beprovided for every 50 persons or part thereof in the vicinity ofwater-closets and urinals | ||||||
| 3. | Urinals. | - | 1 per 20 pupils or part thereof. | - | 1 for every 25 pupils or part thereof. | - |
| 4. | Wash-basins. | 1 per 15 pupils or part thereof. | 1 per 40 pupils or part thereof. | 1 per 40 pupils or part thereof. | 1 for every 8 pupils or part thereof. | 1 for every 6 pupils or part thereof. |
| 5. | Baths | 1 bath sink per 40 pupils or part thereof. | - | - | 1 for every 8 pupils or part thereof. | 1 for every 6 pupils or part thereof. |
| 6. | Drinking water fountains. | 1 for every 50 pupils or part thereof. | 1 for every 50 pupils or part thereof. | 1 for every 50 pupils or part thereof. | 1 for every 50 pupils or part thereof. | 1 for every 50 pupils or part thereof. |
| 7. | Cleaner’s sinks | - | 1 per floor, Min. | - | - | - |
| SI. No. | Fitments | For residents and residential Staff | For Non-residential staff | Rooms wherein outsiders are received | |||
| For Males | For Females | For Males | For Females | For Males | For Females | ||
| (1) | (2) | (3) | (4) | (5) | (6) | (7) | (8) |
| 1. | Water-closet. | 1 for every 8 persons or part thereof. | 1 for every 6 persons or part thereof. | 1 for 1-15 persons.2 for 16-35 persons.3 for36-65 persons.4 for 65-100 persons. | 1 for 1-12 persons.2 for 13-25 persons.3 for26-40 persons.4 for 41-57 persons.5 for 58-77 persons.6 for77-100 persons. | 1 per 100 persons up to 400 persons.For every400 persons, add at the rate of 1 for 250 persons or partthereof. | 2 per 100 persons up to 200 persons For over 200persons, add at the rate of 1 for persons or part thereof. |
| 2. | Ablution taps. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. | 1 in each water-closet. |
| 1 water-tap with draining arrangements shall beprovided for every 50 persons or part thereof in the vicinity ofwater-closets and urinals | |||||||
| 3. | Urinals. | 1 for 25 persons or part thereof. | Nil, up to 6 persons.1 for 7-20 persons.2 for21-45 persons.3 for 46-70 persons.4 for 71-100 persons. | 1 per 50 persons or part thereof. | |||
| 4. | Washbasins. | 1 for 8 persons or part thereof. | 1 for 6 persons or part thereof. | 1 for 1-15 persons.2 for 16-35 persons.3 for36-65 persons.4 for 66-100 persons. | 1 for 1-12 persons.2 for 13-25 persons.3 for26-40 persons.4 for 41-57 persons.5 for 58-77 persons.6 for78-100 persons. | 1 per each water-closed and urinal provided. | 1 in each water-closed provided. |
| 5. | Baths | 1 for 8 persons or part thereof. | 1 for 6 persons or part thereof. | - | - | - | - |
| 6. | Cleaner's sinks | - | 1 per floor, min | - | - | - | - |
| SI. No. | Place | Water-closets for male | Water-closets for Female | Urinals for males only |
| (1) | (2) | (3) | (4) | (5) |
| 1. | Junction stations, intermediate stations and busstations. | 3 for first 1,000 persons and 1 for everysubsequent 1,000 persons or part thereof. | 4 for first 1,000 persons and 1 for everyadditional 1,000 persons. | 4 for every 1,000 persons and 1 for everyadditional 1,000 persons. |
| 2. | Terminal stations and bus terminals. | 4 for first 1,000 persons and 1 for everysubsequent 1,000 persons or part thereof. | 5 for first 1,000 persons and 1 for everyadditional 1,000 persons or part thereof. | 6 for first 1,000 persons and 1 for everyadditional 2,000 persons or part thereof. |
| 3. | Domestic airports | 2* | 4* | 2* |
| Min | ||||
| for 200 persons | 5 | 8 | 6 | |
| for 400 persons | 9 | 15 | 12 | |
| for 600 persons | 12 | 20 | 16 | |
| for 800 persons | 16 | 26 | 20 | |
| for 1000 persons | 18 | 29 | 22 | |
| 4. | International airports. | |||
| for 200 persons | 6 | 10 | 8 | |
| for 600 persons | 12 | 20 | 16 | |
| for 1000 persons | 18 | 29 | 22 |