State of Haryana - Act
Faridabad Complex Administration Building Rules, 1989
HARYANA
India
India
Faridabad Complex Administration Building Rules, 1989
Rule FARIDABAD-COMPLEX-ADMINISTRATION-BUILDING-RULES-1989 of 1989
- Published on 8 December 1989
- Commenced on 8 December 1989
- [This is the version of this document from 8 December 1989.]
- [Note: The original publication document is not available and this content could not be verified.]
Part I
1. Short title and extent.
2. Definitions.
- In these rules unless the context otherwise requires :-| FAR| total covered areaplot area| x 100 |
Part II – Procedure for submission of building application and execution of works
3. Application for erection or re-erection of buildings. Sections 43(2), 57(2).
| Rs. | ||
| (i) | for the 2nd year | 200 |
| (ii) | for the 3rd year | 300 |
| (iii) | for any subsequent year | 500 |
4. Site plan. Section 43(2), 53(2)(m).
5. Building Plan. Sections 43(2), 57(2)(m).
6. Type plans. Sections 43(2), 57(2)m.
- In case the applicant wishes to follow a type design of a building approved by the Government or the Chief Administrator he may obtain the same from the Chief Administrator or the concerned authority on depositing the prescribed fees. These building plans alongwith the relative site plan and other documents shall nevertheless be submitted as required by these rules.7. Information necessary to validate the application. Sections 43(2), 57(2)(m).
- No application under sub-rule (1) of rule (3) shall be considered to be valid, unless it is made on the prescribed form and is accompanied by the requisite number of plans and documents together with required fees, if any. In case of failures of such compliance, the application together with plans shall be returned to the applicant for re-submission in accordance with the rules.8. Permission to erect the building. Sections 43(2), 57(2)(m).
- After an application in the prescribed form containing the required information and accompanied by necessary documents and fees as mentioned in rule 3 is received, the Chief Administrator shall after making such inquiry as he may consider necessary, pass an order either sanctioning or rejecting it in form BR VII (a) of BR VII (b), as the case may be.9. Validity of sanctioned plans. Sections 43(2). 57(2)(m).
- Every sanction for the erection or re-erection of any building which shall be given or be deemed to have been given, shall remain in force for one year only from the date of such sanction. In case the construction is started within one year or completed within two years, the sanction shall be deemed to have lapsed with respect to that portion of the building which has not been so commenced or so completed but such lapse shall not bar any subsequent application.10. Revalidation of plans. Sections 43(2), 57(2)(m).
- In case the construction could not be started within one year or has been started and could not be completed within the stipulated period due to reasons beyond the control of the applicant, he may apply for extension or revalidation or his plans before the sanction has lapsed. No fees for extension or revalidation of his plans shall be charged. The Chief Administrator after making necessary enquiries and satisfying himself in all aspects of the case may pass an order revalidating the plans for a period of one year. No further revalidation or plans shall be granted in any case.11. Revision of plans during construction. Sections 43(2), 57(2)(m).
- If during the construction of a building any departure of a substantial nature from the sanctioned plan is intended to be made, sanction of the Chief Administrator shall be obtained before the change is made. The revised plan showing the deviations be submitted and the procedure laid down for the original plan thereto shall apply to all revised plans. If the revision involves less than 25 per cent of the sanctioned area additional fee of Rs. 10 shall be charged. If the revision involves more than 25 per cent of the sanctioned covered area additional fees calculated at the rate of rupee one per square metre of the revised portion shall be charged.12. Notice of commencement of work. Sections 43(2), 57(2)(m).
- A person who has been given permission under rule 8 and who intends to commence erection or re-erection shall give to the Chief Administrator, or any person authorised by him in this behalf not less than one weeks notice in form BR VIII of the date and time of erection or re-erection of building.13. Completion of building. Sections 41(2), 57(2)(m).
14. Occupancy violation. Sections 43(2), 57(2)(m).
- Wherever any building is being used contrary to the purpose of the sanctioned plan or the provision of the rules, the Chief Administrator may order such use to be discontinued and the building or portion thereof vacated. Such person shall discontinue the use within 10 days after receipt of the notice or make the building or portion thereof to comply with the requirements of the rules, failing which action as per rule 15 below will be taken.15. Revocation of Sanctions. Sections 42(2), 57(2)(m).
- The sanction granted under rule 8 above may be revoked if it is found that the construction is not being done according to the sanction granted or the provisions of the building rules, requisitions made, conditions prescribed or orders thereunder or the occupancy is not in accordance with the purpose of the sanctioned plan.16. Submission of plans by Government Departments. Sections 43(2), 57(2)(m).
- Regarding submission of plans by Government Departments, the procedure shall be as follows :-17. Maintenance of register or sanction/rejection of building applications. Sections 43(2), 57(2)(m).
- A register in form BR XIII shall be maintained for all building applications received in which permission is given or deemed to have been given or refused under these rules and the said register shall be available for inspection without charge by any person interested and such persons shall be allowed to take extract therefrom.Part III – Sitting Planning and Architectural Control
18. Use of site type and character of building. Sections 43(2), 57(2)(m).
20. Size of plot for a residential building. Sections 43(2), 57(2)(m).
21. Proportion of site which may be covered with residential buildings. Sections 43(2), 57(2)(m).
| (a) | for a plot of upto 85 square meters | 75% of the area of the plot. |
| (b) | for area between 85-170 square meters | 66-2/3% of the area of the plot |
| (c) | for the next 250 square metres | 50% of the area of the plot |
| (d) | for the remaining portion of the site. | 33-1/3% of the area of the plot |
22. Basement in a residential building. Sections 43(2), 57(2)(m).
- The maximum area permissible for a basement in a residential building shall not exceed the permissible coverage on ground floor. The basement shall further be allowed subject to the following:-23. Height of residential building. Sections 43(2), 57(2)(m).
- The maximum height of residential buildings shall be governed according to the width of the abutting streets as given below subject to a maximum of 11.5 metres :-| Width of street | Maximum height of building | |
| (i) | upto 3 metre width | 4.5 metres |
| (ii) | between 3 metres to 6 metres | 8.5 metres |
| (iii) | between 3 metres to 9 metres | 10.00 metres |
| (iv) | more than 9 metres | 11.5 metres |
24. Minimum size of plot, coverage, and basement for an industrial building. Sections 34(2), 57(2)(m).
| Area of the site | Maximum Permissible coverage on ground | Maximum permissible FAR excluding the ancillaryzone | Maximum height of buildings |
| (a) for the first 4500 square metres of the area of the site | 60% of each portion of the site | 75.00% | 21 metres |
| (b) for the portion in excess of 4500 square metres | 45% of such portion of site | 60.00% | 21 metres |
25. Minimum size of plot coverage basement and height of an industrial building. Sections 43(2), 57(2)(m).
| Area of Plot | Permissible coverage on ground floor | |
| (i) | For plots having area upto 40 square metres. | 85% of the plot area |
| (ii) | For plots of more than 40 square metres with depth upto 12metres. | 75% of the plot area. |
| (iii) | For plots having an area of more than 40 square metres anddepth exceeding 12 metres | The permissible coverage shall be the same as for asresidential building. |
26. Minimum size of plot coverage, basement etc. for institutional and public buildings. Sections 43(2), 57(2)(m).
| Area of Plot | Maximum permissible coverage | |
| (i) | Upto 10,000 square metres | 33-1/3% of the area of plot |
| (ii) | For portion in excess of 10,000 square metres | 25% of the area of the plot. |
27. Building lines. Sections 43(2), 57(2)(m).
- No portion of any building shall project beyond the building lines as shown in the zoning plan. In case where zoning plans have not been prepared, the minimum set back to be maintained on the front, rear and side shall be in accordance with the table given below, so to obtain a permanent open space around the building to be maintained for purpose of light and ventilation :-Table| Size of Plot | Front set back | Rear set back | Side set back |
| 1 | 2 | 3 | 4 |
| Upto 125 square metres | .. | 3 metres | .. |
| 126 to 150 square metres | 2.5 metres | 3 metres | .. |
| 151 to 250 square metres | 3 metres | 3 metres | .. |
| 251 to 500 square metres | 4.5 metres | 3 metres | 3 metres (one side only to be determined as per the layoutplan of the area) |
| 501 to 1000 square metres | 6 metres | 4.5 metres | 3 metres (on either sides) |
| Above 1001 square metres | 6 metres | 6 metres | 3 metres (on either sides) |
28. Area of internal courtyard for purposes of light and ventilation. Sections 43(2), 57(2)(m).
29. Plinth etc. of main building. Sections 43(2)47(2)(m).
30. Area and size of habitable room. Sections 43(2), 57(2)(m).
31. Size, height etc. of kitchen. Sections 42(2), 57(2)(m).
32. Minimum dimension, ventilation, location, etc. of bathroom and water-closet. Sections 43(2), 57(2)(m).
33. Staircase. Sections 43(2), 57(2)(m).
- No room containing water-closet shall be used for any other purposes except as lavatory and no such room shall open directly into any kitchen or cooking space by a door, window or another opening. Every room containing water-closet shall have a door completely closing the entrance to it-33 (1). Every building more than one storey hight intended to be used as a single family or two family residential building, shall be provided at least with one staircase having a minimum clear width of 0.8 metre constructed of fire resisting materials throughout.| (i) number of users upto 100 | 1.2 metres |
| (ii) for every additional 50 personsor part thereof | width shall be increased by 0.1 metre until a maximum of 2.75metres is reached. |
34. Provision of lift. Sections 43(2) , 57(2)(m).
- Every building having more than 4 storeys or 15 metres heights shall be provided with a lift or a ramp with an inclination of 1.6, in addition to the staircase.35. Lobbies, corridors and passage. Sections 43(2), 57(2)(m).
36. Projection from the buildings. Sections 43(2), 57(2)(m).
37. Mezzanine floor. Sections 43(2), 57(2)(m).
38. Garage. Sections 43(2), 57(2)(m).
Part IV – Structural Materials and Control
39. Materials. Sections 43(2), 57(2)(m).
- All materials to be used for the erection or re-erection of a building shall conform to the relevant specifications and standards laid down by the Indian Standard Institution. For items not covered by the Indian Standard Institution the specification and standards laid down in Punjab Public Works Department Specifications, 1963 Edition as adopted by the Haryana Government and amended from time to time shall be followed.40. Sites. Sections 43(2), 57(2)(m).
- No person shall erect or-re-erect any building on any ground which has been filled up with offal or offensive vegetable or animal matter, or upon which any such matter is deposited unless and until the Chief Administrator, certifies that such matter has been properly removed by excavation or other wise become or has been rendered innocuous.41. Foundations. Section 43(2), 57(2)(m).
| S.No. | Type of rocks and Soil | Presumptive safebearing capacity | Remarks |
| (a) Rocks- | Kg/cm2 | ||
| 1. | Rocks (Hard) without lamination and defects for example,granite trap and diorite | 33 | .. |
| 2. | Laminated rocks, for example, stone and lime stone in soundcondition | 16.5 | .. |
| 3. | Residual deposits of shattered and broken bedrock and hardshale, cemented material | 9 | .. |
| 4. | Soft rock | 4.5 | .. |
| (b) Non-cohesive soils - | |||
| 5. | Gravel, sand and gravel, compact and offering high resistanceto penetration when excavated by tools. | 4.5 | See note 1. |
| 6. | Coarse sand, compact and dry | 4.5 | Dry mean that the ground water level is at a depth not lessthan the width of foundation below the base of the foundation. |
| 7. | Medium sand, compact and dry | 2.5 | .. |
| 8. | Fine sand, silt (dry lumps easily pulverised by the fingers) | 1.5 | .. |
| 9. | Loose gravel or sand gravel mixture; loose coarse to mediumsand dry. | 2.5 | See note 1. |
| 10. | Fine sand loose and dry | 1 | .. |
| (c) Cohesive soils - | |||
| 11. | Soft shale, hard or stiff clay in deep bed, dry | 4.5 | This ground is susceptible to long term consolidationsettlement. |
| 12. | Medium clay, readily indented with a thumb nail | 2.5 | .. |
| 13. | Moist clay and sand clay mixture which can be indented withstrong thumb pressure | 1.5 | .. |
| 14. | Soft clay, indented with moderate thumb pressure | 1 | .. |
| 15. | Very soft clay which can be penetrated several centimetreswith the thumb | 0.5 | .. |
| 16. | Black cotton soil or other shrinkable or expensive clay indry condition (50 per cent saturation) | .. | See note 2. To be determined after investigation. |
| (d) Peat - | |||
| 17. | Peat | .. | See notes 2 and 3 to be determined after investigation. |
| (e) Made up ground - | |||
| 18. | Fills or made up ground | .. | See notes 1 and 4. To be determined after investigation. |
42. Damp proof course. Sections 43(2), 57(2)(m).
43. Loads. Sections 43(2), 57(2)(m).
- In an internal wall the horizontal damp proof course shall be laid in level with the upper surface of the concrete in the finished floor. The continuity of damp proof course between the internal and external wall shall be secured by the insertion of bitumenised bricks of cement concrete bricks laid in cement mortar 1:3 or any other damp proof material.43. In addition to the dead loads, the building shall be designed for following live loads:-
| S.No. | Type of roof | Live load measured on plan | Minimum live load measured on plan |
| 1. | Flat, sloping or curved roof with slopes upto and including10 degrees. | ||
| (a) Access provided | 150 kg/m2 | 375 kg. uniformly distributed over any span of one metreswidth of the roof slap and 900 kg. uniformly distributed overthe span in the case of all beams. | |
| (b) Access not provided except for maintenance | 75 kg/m2 | 190 kg. uniformly distributed over any span of one metrewidth of the roof slap and 450 kg. uniformly distributed overthe span in the case of beams. | |
| 2. | Sloping roof with slope greater than 10 degrees | (a) For room membrane sheets or purlins 75 kg/m2less 2 kg/m2for every degree increase in slope over 10 degrees | Subject to a minimum of 40 kg/m2 |
| (b) For membrane supporting the roof membrane and roofputlins, such as trusses, beams, girders etc. 2/3 of load in (a) | |||
| (c) Loads in (a) and (b) do not include loads due to snow,rain, dust collection, etc. and effects of such loads shall beappropriately considered. | |||
| 3. | Curved roofs with slope at spring greater than 10 degrees | (75-345.l2) kg/m2{| | |
| r = | hL |
| S.No. | Leading Class No. | Type of Floors | Minimum live loads in Kg/m2floor/area | Alternative minimum live load |
| 1. | 200 | Floors in dwelling houses tenements, hospitals, wards, bedrooms and private sitting rooms in hostels and dormitories | 200 | |
| 2. | 250 | Office floors other than entrance halls, floors of lightworkrooms | 250-400 | Note *The lower value of 250 kg/m2should be taken where separate storage facilities are providedand the higher value of 400 kg/m2 should be taken where suchprovisions are lacking. |
| 3. | 300 | Floors of banking halls, office entrance halls and readingrooms | 300 | Subject to a minimum total load of 2.5 times the value ofcolumn 4 for any given slab panel and 6 times the value incolumn 4 or any given beam. |
| 4. | 400 | Shop floors used for the display and sale or merchandise; ofwork room generally floors of class rooms in schools, floors orplaces of assembly with fixed seating, restaurants; circulationspace in machinery halls, power station, where not occupied byplant or equivalent | 400 | This total load shall be assumed uniformly distributed on theentire area of the slab panel or the entire length of the beam. |
| 5. | 500 | Floors of warehouses, workshops, factories, and otherbuildings or part of buildings of similar category for lightweight loads, office floors for storage and filling purposes;floors of places of assembly without fixed seating, public roomsin hotels dance halls, waiting etc. | 500 | |
| 6. | 750 | Floors of warehouse, workshops, factories and other buildingsor part of buildings of similar category for medium weightloads. | 750 | |
| 7. | 1000 | Floors of warehouses, workshops, factories and otherbuildings of similar category for heavy weight load, floors ofbooks stores and libraries roofs and payment lights overbasements projecting under the public footpath | 1000 | |
| 8. | Garage light | Floors used for garages for vehicles not exceeding 2.5 tonnesgross weight | ||
| Slabs | 400 or | The worst combination of actual where load whichever isgreater. | ||
| Beams | 250 or | The worst combination of actual wheel loads, whichever isgreater. | ||
| 9. | Garage heavy | Floors used for garages for vehicles not exceeding 4 tonnesgross weight | 750 | Subject to the minimum of one and half times maximum wheelload but not less than 900 kg. considered to be distributed over75 centimetre square. |
| 10. | Stairs | (i) Stairs landings and but not liable to over, for class 200loading | 300 | Subject to a minimum of 130 kg. concentrated load at theunsupported end of each step for stairs constructed out ofstructurally independent cantilever steps |
| (ii) Stairs landing and corridors for class 200 loading butliable to over crowding and for all other classes | 500 | |||
| 11. | Balcony | (a) Balconies not liable to over-crowding | ||
| (i) For class 200 leading | 200 | |||
| (ii) For all other classes | 500 | |||
| (b) Balconies liable to over-crowding | 500 |
44. Walls. Sections 43(2), 57(2)(m).
45. Thickness of walls. Sections 43(2) 57(2)(m).
- Where walls of buildings are constructed of bricks, stones,blocks or of other hard and incombustible material on horizontal beds of courses, every wall or part of a wall shall be so designed and constructed as to be capable of safely sustaining and transmitting the dead loading and the superimposed loading to which it may be subjected, calculated in accordance with Schedule II appended to these rules so far as it is applicable and the horizontal and inclined forces to which it may be subjected without undue settlement or deflection and without exceeding the intensity of pressure on the materials as given hereunder:-Maximum permissible uniformly distributed compressive stresses on walls with slenderness ratio of unity.| Cement | Line | Sand | Maximum stress in kg/ square centimetrecorresponding to bricks or crushing strength in Kg./squarecentimetre. | |||
| 35 | 70 | 105 | ||||
| 1 | .. | 3 | 3.5 | 7 | 10.5 | |
| 1 | .. | 4 | 3.5 | 7 | 10.0 | |
| 1 | 1 | 6 | 3.5 | 7 | 10.0 | |
| 1 | 2 | 9 | 3.5 | 5.5 | 8.5 | |
| 1 | .. | 6 | 3.5 | 5.5 | 5.5 | |
| 1 | 6 | 6 | 3.5 | 5.5 | 8.5 | |
| 1 | 3 | 12 | 2.5 | 5 | 7.0 | |
| -- | 1 | 2 | 2.5 | 5 | 7.0 | |
| -- | 1 | 1.5 | 2.5 | 4 | 5.5 |
| Burnt bricks in mud motors | 3 |
| Coursed rubble masonry (other than Ashler) in cement mortar(1:4) | 10 |
| Coursed rubble masonry (other than Ashler) in lime mortar 1:2or cement mortar 1:6 | 5 |
| Random rubble masonry in cement mortar 1:4 | 9 |
| Random rubble masonry in line mortar 1:2 or cement mortar 1:6 | 4.5 |
| Ashler masonry in cement mortar 1:3 with 1:3:6 mass concretebacking | 13 |
| Ashler masonry in line mortar 1:2 or cement mortar 1:6 with1:4:8 mass concrete backing | 6.5 |
46. Slenderness ratio. Sections 43(2), 57(2)(m).
- Slenderness ratio shall not exceed 12 and reduction in the permissible pressure figure given for slenderness ratio exceeding shall be carried on according to the table given below :-| Slenderness Ratio | Reduction in maximum permissible pressure due toslenderness ratio exceeding six |
| 7 | 10% |
| 8 | 20% |
| 9 | 30% |
| 10 | 40% |
| 11 | 50% |
| 12 | 60% |
| (i) for walls with no lateral support at top | 1½ actual storey height |
| (ii) for walls with no lateral support at top | ¾ actual storey height |
| (iii) piers with no lateral support at top | 2 actual storey height |
| (iv) Piers with lateral support at top | Actual storey height |
47. Hollow bricks and block walls. Sections 43(2), 57(2)(m).
- Where any wall or any part of a wall is constructed as hollow wall48. Roofs. Sections 43(2), 57(2)(m).
49. Chimneys and flues. Sections 43(2) 57(2)(m).
Part V – Drainage And Sanitary Installation. General
50. Notice for carrying out drainage work and application for permission. Sections 43(2), 57(2)(m).
51. Work to be executed under the supervision of plumber. Sections 43(2), 57(2)(m).
- Execution of all works for the laying out of any drainage system or for the carrying out of water borne sanitary installations shall be done through a licensed plumber duly registered with the Faridabad Complex Administration.52. Adequate water supply for installation of water borne sanitary installation. Sections 42(2) 57(2)(m).
- Before undertaking the installations of water borne sanitary system in any building an adequate, constant and reliable water supply to the premises shall be ensured to the satisfaction of the Chief Administrator.53. Sanitary fittings and execution of works to I.S.I. specifications. Sections 43(2), 57(2)(m).
- All sanitary fittings, drainage, pipes including soil and wate pipes and other articles used in the execution of these works shall be as per standards and specifications laid down for such articles by the Indian Standard Institution or as laid down by the Faridabad Complex Administration from time to time if there are no standard specifications laid down for such articles by the Indian Standard Institution.54. All drainage system to be air, smoke and water tight. Sections 43(2), 57(2)(m).
- All drainage system including joints shall be air, smoke and water tight and shall be capable of resisting a pressure of atleast 1.5 metre head of water.55. Net work of foul and waste water drainage. Section 42(2), 57(2)(m).
- The network of foul water drainage and the network of the waste water drainage shall be designed according to requirement of the National Building Code.56. Junctions. Sections 43(2), 57(2)(m).
- Every drain including a pipe draining into any drain or a pipe sewer shall join the later obliquely in the directions of the flow of the later.57. Minimum sanitary facilities in various types of buildings. Sections 43(2), 57(2)(m).
58. Water closets. Sections 43(2), 57(2)(m).
59. Urinals. Sections 43(2), 57(2)(m).
- A urinal connected with a building which has a supply of water laid on, shall comply with the following requirements, namely :-60.
61. Ventilation of drains. Section 42(2), 57(2)(m).
- The drains intended for covering foul water from a building shall be provided with at least one ventilation pipe situated as near as practicable to the building and as far as practicable from the point at which the drain enters into the sewer or other means of disposal :Provided that a soil pipe from a water closet, a waste pipe from a slop, sink constructed in accordance with these rules may serve as the ventilating pipe of the drain, if its situation is in accordance with these rules.62. Manholes. Sections 43(2), 57(2)(m).
- A manhole shall be provided at every point at which the draining changes either its direction or gradient and otherwise at intervals not exceeding 30 metres. A manhole shall be of such a size as to allow access to the drain for rodding and shall be provided with proper cover in flush with ground surface. The cover shall be as per Indian Standard Institution specifications and properly fitted.63. Soil pipes and soil ventilating pipes. Sections 43(2), 57(2)(m).
- A soil pipe or a soil ventilation pipe shall be :-64. Separation of soil pipes from rain water pipes. Sections 43(2), 57(2)(m).
- No soil pipe or ventilating pipe shall be connected with any rain water pipe :-65. Provision of traps. Sections 43(2), 57(2)(m).
- There shall be 10 taps in any soil or ventilating pipes not between any other pipe and drain to which it is connected, but every sanitary fitting connected to a soil pipe, ventilating pipe or drain shall be provided with a trap.66. Waste water pipes. Sections 43(2), 57(2)(m).
- A waste water pipe from a bath, sink (not being a slop sink) bidet or lavatory basin and pipe for carrying of dirty water shall :-67. Over from pipe. Sections 43(2), 57(2)(m).
- An over floor pipe from a water cistern shall discharge in an exposed and conspicuous position so as not to cause dampness on any part of building.68. Pipe not to be exposed on external walls. Sections 43(2), 57(2)(m).
- Wherever possible, no down pipes, soil and ventilating pipes shall be exposed on any external wall of a building and shall be placed in a recess or chase/or a duct.69. Method of disposal. Sections 43(2), 57(2)(m).
- Every water borne drainage system shall be connected with the public sewer but in case no public sewer exists in the vicinity of the said premises the drainage system may as a temporary measure and subject to the previous written approval of the Chief Administrator be connected to a septic tank in his own premises from which the effluent shall be drained off -70. Septic tanks. Sections 43(2), 57(2)(m).
71. Absorption pits. Sections 43(2), 57(2)(m).
72. Sub-soil irrigation for disposal of effluent. Sections 43(2), 57(2)(m).
73. Sanitary installations and drainage to be completed before applying for connection. Sections 43(2), 57(2)(m).
- No connection to any public sewer shall be made nor any sanitary and drainage installations intended to be connected through this connection, shall be brought to use until a certificate after completion of these works has been applied for by the applicant to the Chief Administrator and a certificate has been issued by the later to the effect that the sanitary installations and drainage have been satisfactorily completed in compliance with these rules. If no decision is communicated on the application for a certificate within thirty days of the receipt of the application, the certificate shall be deemed to have been granted.74. Application for connection with public sewer. Sections 43(2), 57(2)(m).
75. Sewer connection. Sections 43(2), 57(2)(m).
76. Drainage of roofs. Sections 43(2), 57(2)(m).
- The roof of every building shall drain into gutters, spouts or through and shall be carried down through adequate number of down pipes without causing dampness in any part of the wall or foundation of the building or any adjacent building. Provided that in the case of detached or semi-detached building not exceeding one storey, in height, rain water pipe, khasi or exposed parnalas may be provided for so long these do not discharge into any public roadway, footpath or on private land of adjoining owner.77. Size of down pipes. Sections 43(2), 57(2)(m).
- A down pipe of minimum area of 75 square centimetres shall be provided for every 50 square metre of the flat roof area (slope of roof being 1:48) or for every 100 square metre of sloping roof area (slope or roof exceeding 1:48).78. Storm water not to drain into sewer. Sections 43(2), 57(2)(m).
- The run-off from the roof, paved area (but excluding paved court yard) and overflow, if any, from the site, shall not be drained into the underground sewer system.79. Inspections. Sections 43(2), 57(2)(m).
- Every person by or for whom any water borne sanitary installation or drainage installation or any work in connection therewith is carried out for any existing or new building or any other premises, shall at all reasonable times afford the Chief Administrator or any other officer/official duly authorised by him free access to such water-borne sanitary installations or drainage installations or work in connection therewith for the purpose of inspection.80. Minor alteration in case of emergency. Sections 43(2), 57(2)(m).
- Any case in which a minor alteration of a water borne sanitary installations or drainage installations must be carried out at once, every person who is about to carry out such alteration shall, in lieu of depositing the plans, sections, and particulars referred to in the foregoing rules, forthwith inform the Chief Administrator, in writing of such proposed alternations, provided, these alterations are in conformity with these rules. He shall also within fourteen days of the commencement of such alterations make the deposits required by these rules.81. Carrying out of work. Sections 43(2), 57(2)(m).
- All work required to be done for the installations or repair of sanitary fittings shall be entrusted to licensed plumber duly registered with the Faridabad Complex Administration.Part V – 82. Sub-division of Plots. Sections 43(2), 57(2)(m).
83. Application for permission to sub-divide. Sections 43(2), 57(2)(m).
- Any person wishing to sub-divide the plot as mentioned above, shall make an application together with a sub-division fee @ Rs. 5, Rs. 10 and Rs. 15 per square metre of the total plot area for the 1st, 2nd and 3rd time of sub-division respectively as the case may be accompanied by the following documents :-84. Access for the sub-divided plots. Sections 43(2), 57(2)(m).
- Every sub-divided plot shall have an independent direct access entry from a public street of at least 6 metres width. When such a street is intended to be provided inside the original plot for providing access and laying services for the sub-divided plots, the same shall be handed over to Faridabad Complex Administration, free of cost to be declared as public street. Where the street is to be used only as a service land, the width may be reduced to a minimum of 3 metres.85. Minimum size of sub-divided plots. Sections 43(2), 57(2)(m).
- The minimum size of sub-divided plots for various uses shall be as follows. However, the depth of any sub-divided plot shall in no case be more than 3 times its width :-| Use | Location | Size |
| Residential | In the built up areas of old towns of Faridabad City andBallabgarh | 40 square metres |
| For New Industrial Township and controlled area, the minimumfrontage shall be 6 metres | 100 square metres | |
| Commercial : Booths/shops | Single storey only | 16 square metre |
| Shop-cum-residences, business and commercial offices | Two or more storeys | 100 square metres |
| Industrial : Service Industries, Small Scale Industries andworkshops | .. | 200 square metre |
| Public and Institutional buildings | Plot size to be arrived at on the basis of covered arearequirement for that use (as per norms) |