Secondary School DWG Plan for AutoCAD

Secondary School DWG Plan for AutoCAD

SCHOOL SITE AND GROUND FLOOR PLAN – basement plan – ground floor plan – site plan

Drawing labels, details, and other text information extracted from the CAD file:

t e a m, site plan, proposed senior secondary school, delhi tamil education association, kondli gharoli complex mayur vihar phase iii, delhi, showing phase – i, ground floor plan, scale, second floor plan, first floor plan, showing existing site and surroundings, area statement, fourth floor plan, third floor plan, lift, janta flats pocket-d kondli gharoli, main entry, rain water pipeline, rainwater pipeline, rain water harvesting pit, sewer pipe line, to the main sewer pipe line, sewer pipe line, notes for earthquake, the wall and floors of basement shallbe water tight in design that the effect of surrounding soil and moisture, if any, are taken into account. adequate damp proofing treatment shall be given, notes for basement -, dwg. no.-, date-, drawing title-, project-, scale-, north -, owner’s sign., architect’s sign., dn., line of basement below, lobby, fhc, lift pit

Raw text data extracted from CAD file:

T E A M SITE PLAN 08 Oct 2013 Proposed Senior Secondary School DELHI TAMIL EDUCATION ASSOCIATION KONDLI GHAROLI COMPLEX MAYUR VIHAR Phase III, DELHI Showing Phase - I T E A M GROUND FLOOR PLAN SCALE 08 Oct 2013 Proposed Senior Secondary School DELHI TAMIL EDUCATION ASSOCIATION KONDLI GHAROLI COMPLEX MAYUR VIHAR Phase III, DELHI Showing Phase - I T E A M FIRST & SECOND FLOOR PLAN SCALE 08 Oct 2013 Proposed Senior Secondary School DELHI TAMIL EDUCATION ASSOCIATION Showing Phase - I T E A M THIRD & FOURTH FLOOR PLAN SCALE 08 Oct 2013 Proposed Senior Secondary School DELHI TAMIL EDUCATION ASSOCIATION Showing Phase - I SECOND FLOOR PLAN FIRST FLOOR PLAN T E A M SCALE 08 Oct 2013 Proposed Senior Secondary School DELHI TAMIL EDUCATION ASSOCIATION Showing Phase - I & Phase - II GROUND FLOOR PLAN T E A M SITE PLAN SCALE 08 Oct 2013 Showing Existing Site and Surroundings Proposed Senior Secondary School DELHI TAMIL EDUCATION ASSOCIATION KONDLI GHAROLI COMPLEX MAYUR VIHAR Phase III, DELHI N N N N N N T E A M 08 Oct 2013 Proposed Senior Secondary School DELHI TAMIL EDUCATION ASSOCIATION AREA STATEMENT Satellite Image Source: Google Earth July 2013 SCALE KONDLI GHAROLI COMPLEX MAYUR VIHAR Phase III, DELHI KONDLI GHAROLI COMPLEX MAYUR VIHAR Phase III, DELHI KONDLI GHAROLI COMPLEX MAYUR VIHAR Phase III, DELHI KONDLI GHAROLI COMPLEX MAYUR VIHAR Phase III, DELHI T E A M SITE PLAN 08 Oct 2013 Proposed Senior Secondary School DELHI TAMIL EDUCATION ASSOCIATION KONDLI GHAROLI COMPLEX MAYUR VIHAR Phase III, DELHI Showing Phase - I & Phase - II N SCALE FOURTH FLOOR PLAN THIRD FLOOR PLAN E S N W \T1.1;AREA PROP. FOR SR. SECONDARY SCHOOL AREA = 8035.0 sqm \T1.1;GHAROLI DAIRY FARM BLOCK-A \T1.1;--ROAD TO KONDLI GHAROLI-- \T1.45;--ROAD-- \T1.1;ENROACHMENT \T1.1;SERVICE LANE 6.20M WD. \T1.1;GHAROLI EXTN. \T1.1;GHAROLI VILLAGE EXTN. \T1.1;EXISTING VITENARY HOSPITAL \T1.7;--ROAD-- \T1.1;JANTA FLATS POCKET-D KONDLI GHAROLI \T1.7;--ROAD9.0M WD.-- \T1.7;--ROAD9.0M WD.-- \T1.1;P.S.P. AREA = 4033.0 sqm (approx.) \T1.1;JANTA FLATS POCKET-D KONDLI GHAROLI \T1.1;EXISTING RAJVEER COLONY \T1.1;GHAROLI VILLAGE EXISTING \T1.7;--ROAD-- \T0.85;AREA = 4017.0 sqm (approx.) \T0.75;AREA PROP. FOR COMMUNITY HALL & LIBRARY A = 800 SQM \T0.75;N. SCHOOL AREA =800 SQM 5 5 5 94.50M \T0.75;12.0M \T0.75;23.90M \T1.10000;PROPOSED \T1.10000;SITE \A1;57.0M \A1;110.0M \A1;61.80M \A1;94.50M \A1;\T0.75;12.0M \A1;\T0.75;23.90M \A1;1.0m \A1;1.0m \A1;5.50m \A1;1.0m \A1;9.46m \A1;27.73m \A1;1.96m \A1;1.0m \A1;5.73m \A1;15.86m \A1;27.73m \A1;2.6m \A1;3.06m \A1;11.23m \A1;2.73m \A1;15.86m \A1;2.54m \A1;12.0m \A1;14.33m \A1;27.50m \A1;15.86m \A1;2.82m \A1;2.05m \A1;3.81m \A1;5.80m \A1;2.46m \A1;3.28m \A1;6.29m \A1;0.22m \A1;9.46m \A1;27.73m \A1;5.73m \A1;1.0m \A1;2.83m \A1;0.23m \A1;2.98m \A1;9.38m \A1;22.0m \A1;15860 \A1;1.0m \A1;1.0m \A1;1.96m \A1;1.0m \A1;5.73m \A1;15.86m \A1;2.82m \A1;2.05m \A1;3.81m \A1;2.46m \A1;3.28m \A1;6.29m \A1;0.22m \A1;9.46m \A1;27.73m \A1;5.73m \A1;1.0m \A1;2.83m \A1;0.23m \A1;2.98m \A1;9.38m \A1;3.06m \A1;15.86m \A1;2.54m \A1;12.0m \A1;14.33m \A1;27.50m \A1;15.86m \A1;5.50m \A1;1.0m \A1;9.46m \A1;27.73m \A1;5.80m \A1;21.61m \A1;22.0m \A1;15860 \A1;2.6m \A1;11.23m \A1;27.73m \A1;2.6m \A1;11.23m \A1;3.06m \A1;15.86m \A1;2.54m \A1;12.0m \A1;14.33m \A1;27.50m \A1;15.86m \A1;5.50m \A1;1.0m \A1;9.46m \A1;2.1m \A1;2.5m \A1;2.1m \A1;2.5m 1.96m 1.0m 1.0m 5.73m 15.86m 27.73m 1.0m 2.82m 2.05m 3.81m 5.80m 2.46m 5 5 0.22m 5 5 5 5 2.83m 0.23m 2.98m 5 5 5 5 3.06m 5 5 5 5 5 5 5 5 5 1.0m 5 5 A B C D E G H I J K L M N F M O O O O P P P P P P P P P P P P P P P P P P P 1.96m 1.0m 1.0m 5.73m 15.86m 1.0m 2.82m 2.05m 3.81m 2.46m 5 5 0.22m 5 5 5 5 2.83m 0.23m 2.98m 5 3.06m 5 5 5 5 5 5 5 1.0m 5 5 Q B C D E G H I J K L M N F M O O O O P P P P P P P P P P P P P P P P P P P 5.80m 21.61m 5 5 5 5 2.1m 2.5m LIFT 3.06m 5 5 5 5 5 5 5 1.0m 5 5 H I J K L M N M O P P P P P P P P P 5 5 2.1m 2.5m LIFT \W1.37814; OTHER's LAND \W0.51538; ENTRY \W0.78442; \T1.60000; ---- 6 M WIDE DRIVE WAY ---- JANTA FLATS POCKET-D KONDLI GHAROLI \T1.55000;--- FRONT ROAD 24.0 M \T1.55000;WD.--- \T1.55000;--- ROAD 24.0 M WD.--- \T1.55000;--- ROAD 9.0 M WD.--- \W1.66667; 2.10M HIGH \W1.66667; BOUNDARY WALL \W0.99842; 2.10M HIGH BOUNDARY WALL \W0.99805; 2.10M HIGH BOUNDARY WALL \W6.35714; PLAY AREA AREA = 2021.75 sqm ( 0.50 acres ) \W1.66667; 2.10M HIGH \W1.66667; BOUNDARY WALL \W1.66667; 2.10M HIGH \W1.66667; BOUNDARY WALL 57.0 M 62.50 M 110.0 M 32.0 M 12.0 M 23.90 M 61.80 M \W1.37814; OTHER's LAND \W1.37814; OTHER's LAND MAIN ENTRY 9.0m \W1.59524; 1.50M HIGH \W1.59524; BOUNDARY WALL 6.0m \T1.50000;---6.0 M WD. DRIVE WAY--- \T1.50000;---6.0 M WD. DRIVE WAY--- 5 6.0M WD. SPACE IN THE FRONT FOR VISITOR's PARKING MAIN ENTRY 6.0m RAIN WATER PIPELINE RAINWATER PIPELINE RAINWATER PIPELINE CB CB CB RAIN WATER HARVESTING PIT MH GT GT SEWER PIPE LINE SEWER PIPE LINE SEWER PIPE LINE SEWER PIPE LINE TO THE MAIN SEWER PIPE LINE RAINWATER PIPELINE CB CB CB CB CB CB CB CB CB CB MH MH MH MH MH MH MH MH MH MH CB CB CB \W0.52941; \T0.85000;LINE OF \T0.85000;BASEMENT \W1.10364; \T0.85000;BELOW \W0.95042; LINE OF BASEMENT BELOW \W3.04762; PROPOSED SENIOR \W3.04762; SECONDARY SCHOOL AT MAYUR VIHAR PHASE-3 \W6.09524; NEW DELHI 6.0m \W0.52941; \T0.85000;LINE OF \T0.85000;BASEMENT \W1.10364; \T0.85000;BELOW \W0.85519; 1.50M HIGH \W0.95042; BOUNDARY WALL \W1.09524; PROPOSED SENIOR SECONDARY SCHOOL \W1.97619; AT MAYUR VIHAR \W1.97619; PHASE-3 \W4.14286; NEW DELHI ROAD WIDENING 1.0M WD. 1.0m 15.86m 1.0m 27.73m 2.82m 2.05m 9.46m 2.98m 2.83m 15.86m 1.0m 1.0m 27.73m 9.46m 27.73m 78.29m ROAD WIDENING 1.0M WD. 7.9m 9.02m 7.0m 6.0m 7.0m 6.0m 14.48m 15.48m 5 2.65m \A1;P1 \A1;P3 \A1;P2 \A1;\W0.9;\T0.75;P10 \A1;P4 48.68m \W0.95042; LINE OF BASEMENT BELOW \W0.95042; LINE OF BASEMENT BELOW 6.00M \W0.78442; \T1.60000; ---- 6 M WIDE DRIVE WAY ---- 7.63M \T0.90000;6.30 M WD. TWO WAY \T0.90000;RAMP \T0.90000;DN. TO THE BASEMENT \T0.90000;(SLOPE=1:10) \T0.90000;ENTEY TO \T0.90000;BASEMENT \T0.90000;EXIT FROM \T0.90000;BASEMENT 1.50M 5 6.00M \A1;P5 \A1;P6 \A1;P7 \A1;P8 \A1;P9 \A1;\W0.9;\T0.95;P11 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 44.25m 46.24m 40.15m \W1.37814; OTHER's LAND \W0.51538; ENTRY \W0.78442; \T1.60000; ---- 6 M WIDE DRIVE WAY ---- JANTA FLATS POCKET-D KONDLI GHAROLI \T1.55000;--- FRONT ROAD 24.0 M \T1.55000;WD.--- \T1.55000;--- ROAD 24.0 M WD.--- \T1.55000;--- ROAD 9.0 M WD.--- \W1.66667; 2.10M HIGH \W1.66667; BOUNDARY WALL \W0.99842; 2.10M HIGH BOUNDARY WALL \W0.99805; 2.10M HIGH BOUNDARY WALL \W6.35714; PLAY AREA AREA = 2021.75 sqm ( 0.50 acres ) \W1.66667; 2.10M HIGH \W1.66667; BOUNDARY WALL \W1.66667; 2.10M HIGH \W1.66667; BOUNDARY WALL 57.0 M 62.50 M 110.0 M 32.0 M 12.0 M 23.90 M 61.80 M \W1.37814; OTHER's LAND \W1.37814; OTHER's LAND MAIN ENTRY 9.0m \W1.59524; 1.50M HIGH \W1.59524; BOUNDARY WALL 6.0m \W0.78442; \T1.60000; ---- 6 M WIDE DRIVE WAY ---- \T1.50000;---6.0 M WD. DRIVE WAY--- \T1.50000;---6.0 M WD. DRIVE WAY--- 6.0M WD. SPACE IN THE FRONT FOR VISITOR's PARKING MAIN ENTRY 6.0m RAIN WATER PIPELINE RAINWATER PIPELINE RAINWATER PIPELINE CB CB CB RAIN WATER HARVESTING PIT MH GT GT SEWER PIPE LINE SEWER PIPE LINE SEWER PIPE LINE SEWER PIPE LINE TO THE MAIN SEWER PIPE LINE CB CB CB CB CB CB CB CB CB CB MH MH MH MH MH MH MH MH MH MH CB CB CB \W0.52941; \T0.85000;LINE OF \T0.85000;BASEMENT \W1.10364; \T0.85000;BELOW \W0.95043; LINE OF BASEMENT BELOW \W3.04762; PROPOSED SENIOR \W3.04762; SECONDARY SCHOOL AT MAYUR VIHAR PHASE-3 \W6.09524; NEW DELHI 6.0m \W0.95043; LINE OF \W0.95043; BASEMENT BELOW \W0.52941; \T0.85000;LINE OF \T0.85000;BASEMENT \W1.10364; \T0.85000;BELOW \W0.85519; 1.50M HIGH \W0.95042; BOUNDARY WALL \W1.09524; PROPOSED SENIOR SECONDARY SCHOOL \W1.97619; AT MAYUR VIHAR \W1.97619; PHASE-3 \W4.14286; NEW DELHI ROAD WIDENING 1.0M WD. 15.48m 1.0m 15.86m 1.0m 5.73m 1.96m 1.0m 27.73m 2.82m 2.05m 2.46m 9.46m 27.73m 5 1.96m 1.0m 5 5 22.23m 15.86m <> 1.0m 5 3.06m 2.73m 11.23m 5 5 1.96m 1.0m 14.33m 5 12.0m 5 5 1.0m 1.96m 27729.99999992806 5 78.29m 1.0m 1.0m ROAD WIDENING 1.0M WD. 7.9m 14.67m 9.02m 7.0m 6.0m 5 6.0m 14.48m 5 7.63m 8579.99999976391 1959.999999999302 5 44.25M 47.31M 5 9869.999999885214 7480.306152883568 5 5 \W4.38095; OPEN AREA FOR SURFACE PARKING \T0.90000;ENTRY TO \T0.90000;BASEMENT \T0.90000;EXIT FROM \T0.90000;BASEMENT \W0.78442; \T1.60000; ---- 6 M WIDE DRIVE WAY ---- 5 5 2.47m 5 5 5.78m \T0.90000;6.30 M WD. TWO WAY \T0.90000;RAMP \T0.90000;DN. TO THE BASEMENT \T0.90000;(SLOPE=1:10) UP UP UP UP \A1;BASEMENT AREA DIAGRAM 5 5 5 5 5 5 5 5 5 5 A B C D E 5 5 5 S2 S1 S3 S4 LIFT 5 5 5 5 5 5 5 5 \A1;1.0m \A1;1.0m \A1;5.50m \A1;1.0m \A1;9.46m \A1;27.73m \A1;1.96m \A1;1.0m \A1;5.73m \A1;15.86m \A1;27.73m \A1;2.6m \A1;3.06m \A1;11.23m \A1;2.73m \A1;15.86m \A1;2.54m \A1;12.0m \A1;14.33m \A1;27.50m \A1;15.86m \A1;2.82m \A1;2.05m \A1;3.81m \A1;5.80m \A1;2.46m \A1;3.28m \A1;6.29m \A1;0.22m \A1;9.46m \A1;27.73m \A1;5.73m \A1;1.0m \A1;2.83m \A1;0.23m \A1;2.98m \A1;9.38m \A1;22.0m \A1;15860 \A1;2.1m \A1;2.5m 1.96m 1.0m 1.0m 5.73m 15.86m 27.73m 1.0m 2.82m 2.05m 3.81m 5.80m 2.46m 5 5 0.22m 5 5 5 5 2.83m 0.23m 2.98m 5 5 5 5 3.06m 5 5 5 5 5 5 5 5 5 1.0m 5 5 A B C D E G H I J K L M N F M O O O O P P P P P P P P P P P P P P P P P P P 2.1m 2.5m LIFT 5 5 5 A B C D E 5 5 5 5 5 5 5 5 5 5 \A1;5.73M \A1;1.96M \A1;1.96M \A1;1.00M \A1;6.00M \A1;6.0M \A1;1.00M \A1;1.00M \A1;15.86M \A1;15.86M \A1;7.0M \A1;7.9M \A1;6.01M \A1;6.0M \A1;1.00M \A1;27.73M \A1;1.00M \A1;27.73M \A1;6.00M \A1;ROAD WIDENING 1.0M WD. \A1;1.00M \A1;1.00M \A1;2.46M \A1;1.96M \A1;1.00M \A1;9.46M \A1;2.98M \A1;2.83M \A1;0.23M \A1;22.0M \A1;2.60M \A1;3.06M \A1;11.23M \A1;2.73M \A1;2.54M \A1;27.73M \A1;79.29M \A1;1500 \A1;1500 \A1;7.63M \A1;9.02M \A1;12.57m \A1;14.67m \A1;6000 \A1;6.0m \A1;ROAD WIDENING 1.0M WD. \A1;1.0m \A1;1.0m \A1;5.73m \A1;1.96m \A1;27.73m \A1;2.82m \A1;2.05m \A1;2.46m \A1;9.46m \A1;5.73m \A1;1.96m \A1;2.98m \A1;2.83m \A1;1.0m \A1;2.6m \A1;15.86m \A1;5.73m \A1;1.96m \A1;1.0m \A1;2.54m \A1;27.50m \A1;5.50m \A1;1.0m \A1;1.96m \A1;27730 \A1;9.46m \A1;78.29m \A1;1.0m \A1;7.9m \A1;14.67m \A1;9.02m \A1;7.0m \A1;6.0m \A1;7.0m \A1;6.0m \A1;1960 \A1;9870 \A1;7.00m \A1;6.0m \A1;4450 \A1;94000 \A1;43230 \A1;46857 \A1;44279 \A1;40321 \A1;35120 \A1;5730 \A1;15870 \A1;5165 \A1;9460 \A1;13010 \A1;6300 \A1;2470 \A1;1500 \A1;15870 \A1;13130 \A1;6300 \A1;8580 \A1;1500 \A1;6300 \A1;2.47m \A1;4.56m \A1;5.78m \A1;6.01m \A1;7480 \A1;1.0m \A1;20837 \A1;14285 \A1;26020 \A1;46307 \A1;90° \A1;26020 \A1;9988 \A1;16408 \A1;37705 \A1;94000 \A1;20837 \A1;43231 \A1;46307 \A1;16408 \A1;14285 \A1;26020 \A1;46307 \A1;20837 \A1;5730 \A1;7630 \A1;7630 \A1;5730 \A1;5730 \A1;7635 \A1;6630 \A1;5730 \A1;26020 \A1;9988 \A1;37705 \A1;2560 \A1;2960 \A1;94000 \A1;20837 \A1;43231 \A1;57.0 M \A1;62.50 M \A1;110.0 M \A1;32.0 M \A1;12.0 M \A1;23.90 M \A1;61.80 M \A1;9.0m \A1;6.0m \A1;6.0m \A1;15.48m \A1;15.86m \A1;1.0m \A1;27.73m \A1;1.0m \A1;22.23m \A1;15.86m \A1;1960 \A1;3.06m \A1;2.73m \A1;11.23m \A1;14.33m \A1;12.0m \A1;ROAD WIDENING 1.0M WD. \A1;6.0m \A1;14.48m \A1;7.63m \A1;8580 \A1;44.25M \A1;47.31M \A1;9040 \A1;9.46m \A1;78.29m \A1;ROAD WIDENING 1.0M WD. \A1;6.0m \A1;2.65m \A1;48.68m \A1;4470 \A1;57.0 M \A1;62.50 M \A1;110.0 M \A1;32.0 M \A1;12.0 M \A1;23.90 M \A1;61.80 M \A1;9.0m \A1;6.0m \A1;10469 \A1;6.0m \A1;6.0m \A1;ROAD WIDENING 1.0M WD. \A1;15.86m \A1;1.0m \A1;1.0m \A1;27.73m \A1;2.82m \A1;2.05m \A1;9.46m \A1;2.98m \A1;2.83m \A1;15.86m \A1;1.0m \A1;1.0m \A1;27.73m \A1;27.73m \A1;7.9m \A1;9.02m \A1;7.0m \A1;6.0m \A1;7.0m \A1;14.48m \A1;15.48m \A1;7480 \A1;6.00M \A1;7.63M \A1;1.50M \A1;8670 \A1;6.00M \A1;39710 \A1;15242 \A1;42490 \A1;11670 \A1;11670 \A1;6833 \A1;2593 \A1;7400 \A1;8747 \A1;5335 \A1;2048 \A1;7400 \A1;10230 \A1;7400 \A1;2270 \A1;19765 \A1;44.25m \A1;46.24m \A1;40.15m \A1;GROUND FLOOR AREA DIAGRAM CERTIFIED THAT BUILDING PLANS SUBMITTED FOR APPROVAL SATISFY THE SAFETY REQUIREMENTS AS STIPULATED UNDER CLAUSE 18 OF BUILDING BYE -LAWS ,1983 AND THE INFORMATION GIVEN THEREIN IS ACTUALLY CORRECT TO BE THE BEST OF OUR KNOWLEDGE & UNDERSTANDING. \LWATER HARVESTING SYSTEM\H0.9168x;\l \H0.7272x;1) CERTIFY THAT THE BUILDING PLANS SUBMITTED FOR APPROVAL SATISFY THE WATER HARVESTING REQUIREMENTS AS WELL AS MINIMUM ANTICIPATED DISCHARGE OF WATER WASTE AS STIPULATED UNDER CLAUSE 22.4.1.22.4.2 AND THE INFORMATION GIVEN THEREIN IS FACTUALLY CORRECT TO THE BEST OF OUR KNOWLEDGE AND UNDERSTANDING. 2) WASTE WATER RECYCLING SYSTEM SHALL BE INCORPORATED AT SITE. THE RECYCLED WATER SHALL BE USED FOR HORTICULTURE PURPOSE. 4) NOISE RELATED ACTIVITIES WILL NOT BE TAKEN FOR CONSTRUCTION AT NIGHT AFTER 10 PM. \LNOTES FOR NUSIANCE\l 1)THE OWNER BUILDER SHALL CARRY OUT WORK IN A MANNER THAT NO DISTURBANCE NUISANCE IS CAUSED TO RESIDENTS OF NEIGHBOURHOOD. 2)THE MALBA DURING THE CONSTRUCTION WILL BE REMOVED ON WEEKLY BASIS. IF THE SAME IS NOT DONE, IN THAT CASE THE LOCAL BODY SHALL REMOVE THE MALBA AND THE COST SHOULD BE BEARED BY THE OWNER OF THE PLOT. 3) DURING CONSTRUCTION, WE HERE BY UNDER TAKE TO PROPERLY SCREEN THE CONSTRUCTION ON SITE OF THE MAIN ROAD BY MEANS OF EARTHING. A SCREEN WALL NOT LESS THAT 8' IN HEIGHT FROM GROUND LEVEL, SHALL BE PAINTED TO AVOID UNPLEASANT LOOK FROM THE ROAD SIDE IN ADDITION TO ENSURE THAT ANY FALLING MATERIAL REMAINS WITHIN THE PROTECTIVE AREA OF CONSTRUCTION AT NIGHT AFTER 10 P.M. NOTES FOR EARTHQUAKE \LLIGHTING & VENTILATION OF ROOMS-\l \H0.6667x;WFERE THE LIGHTING & VENTILATION REQUIREMENTS ARE NOT MET THROUGH DAY LIGHTING & NATURAL VENTILATION THE SAME SHALL BE ENSURED THROUGH ARTIFICIAL LIGHTING & MECHANICAL AS PER PART VIIIBUILDING SERVICE SECTION-1 LIGHTING & VENTILATION OF NATIONAL BUILDING CODE OF INDIA PUBLISHED BY THE INDIAN STANDARD INSTITUTION.THE LATEST VERSION OF THE NATIONAL BUILDING CODE OF INDIA SHALL BE TAKEN IN TO ACCOUNT AT THE TIME OF ENFORCEMENT OF THE BUILDING BYE-LAWS. \LSTRUCTURE CERTIFICATE- \l \H1.143x;THE STRUCTURAL PART OF ENTIRE BUILDING THAT HAS BEEN DESIGNED ON THE BASIS OF CALCULATION & ARE CONSIDERED SAFE IN ACCORDANCE WITH PERMS. STRESS AND SLENDERNESS RATIO. THE WALL AND FLOORS OF BASEMENT SHALLBE WATER TIGHT IN DESIGN THAT THE EFFECT OF SURROUNDING SOIL AND MOISTURE, IF ANY, ARE TAKEN INTO ACCOUNT. ADEQUATE DAMP PROOFING TREATMENT SHALL BE GIVEN NOTES FOR BASEMENT - LABOUR HUTMENT CERTIFICATE- LABOUR HUTMENT ( IF ANY ) SHALL BE MADE TEMPORARY IN NATURE & SHALL BE ERECTED WITHIN THE PREMISES THE SAME SHALL BE REMOVED BEFORE OCCUPYING THE PROPOSED BUILDING. DWG. NO.- DATE- DRAWING TITLE- PROJECT- 1 : 200 SCALE- 06- 02 - 2015 NORTH - OWNER'S SIGN. ARCHITECT'S SIGN. 1 \W1;\T1.1;SITE PLAN & AREA DETAILS \A1;\LBASEMENT AREA DETAIL- AREA DETAILS: TOTAL PLOT AREA (AS PER DDA RECORD) =8,087.00 sqm \W4.57143; =2.00 acres AREA ALLOTTED FOR PLAYROUND =2,021.75 sqm \W4.57143; =0.50 acres AREA UNDER ROAD WIDENING- =12.0 + 23.90 +10.469 =46.37 x 1.0 =46.37 sqm NET PLAY AREA = 2021.75 - 46.37 =1975.38 sqm \W0.95000x;PLOT AREA AFTER REDUCING AREA OF PLAYGROUND \W0.95000x;=6,065.25 sqm \W4.57143; =1.50 acres AREA UNDER ROAD WIDENING = 51.33 x 1.0 =51.33 sqm NET BUILDING AREA =6065.25 - 51.33 =6013.92 sqm ---------- ------------------------------------------------------------------------- PERMISSIBLE GROUND COVERAGE =35.00% =2,104.87 sqm PERMISSIBLE F.A.R. =150.00 =9,020.88 sqm PERMISSIBLE HEIGHT =18.00 M ------------------------------------------------------------------------------------- \A1;\LGROUND FLOOR AREA DETAIL-FLOOR AREA DETAIL- \A1;\L \A1;A) 27.73 x 15.86 = \A1;439.79 sqm \A1;B) (\A1;\L2.05 + 3.28+ 3.28\A1;) x (\A1;\L2.82 + 3.81+ 3.81\A1;) = \A1;8.80 sqm \A1; 2 \A1;2 \A1;C) (\A1;\L0.22 + 2.46)+ 2.46)\A1; x (\A1;\L6.29 + 5.80+ 5.80\A1;) = \A1;8.09 sqm \A1; 2 \A1;2 \A1;D) 9.46 x 27.73 = 262.32 sqm \A1;E) 2.83 x 2.98 = 8.43 \A1;sqm \A1;F) 0.23 x 9.38 = 2.16 \A1;sqm \A1;G) 22.0 x 15.86 = \A1;348.92 sqm \A1;H) 2.6 x 3.06 = 7.96 \A1;sqm \A1;I) 11.23 x 15.86 = 178.11 \A1;sqm \A1;J) 2.73 x 14.33 = 39.12 \A1;sqm \A1;K) 2.45 x 12.0 = 29.40 \A1;sqm \A1;L) 27.50 x 15.86 = \A1;436.15 sqm \A1;M) 2 x 5.50 x 1.0 = \A1;11.00 sqm \A1;N) 9.46 x 27.73 = 262.32 sqm \A1;O) 4 x 5.73 x 1.0 = \A1;22.92 sqm \A1;P) 19 x 1.96 x 1.0 = \A1;37.24 sqm \A1;\H0.87500x;\OTOTAL =2102.73 sqm ( \A1;\LPROPOSED AREAS-AREAS- \A1; \A1;PROP. COVD. AREA OF BASEMENT ( NON F.A.R.) \A1;=3916\A1;.86\A1; sqm \A1; \A1;PROP. COVD. AREA ON GROUND FLOOR =2102.73 \A1;sqm (34.96 %) \A1;PROP. COVD. AREA ON FIRST FLOOR =2097.48 \A1;sqm \A1;PROP. COVD. AREA ON SECOND FLOOR =2097.48 \A1;sqm \A1;PROP. COVD. AREA ON THIRD FLOOR =1735.45 \A1;sqm \A1;PROP. COVD. AREA ON FOURTH FLOOR = 982.18 \A1;sqm \A1;\L\OTOTAL BUILT-UP AREA BUILT-UP AREA =9015.32 sqmsqm \A1; \A1;PROPOSED F.A.R. =\A1;9015.32 x 100 / 6013.92 =149.91 \A1;PROPOSED HEIGHT =17.9M 1 \A1;PART LAYOUT PLAN OF GHAROLI DAIRY FARM \W1;\T1.1;PROPOSED SENIOR SECONDARY SCHOOL \A1;THIRD FLOOR AREA DIAGRAM \A1;FOURTH FLOOR AREA DIAGRAM \A1;\LTYPICAL FLOOR ( 1ST & 2nd FLR.) \A1;\LTHIRD FLOOR AREA DETAIL-FLOOR AREA DETAIL- \A1;\L \A1;=SECOND FLR. AREA - ( Q + 4 x P + 2 x O) \A1;=2097.48 - [(21.61 x 15.86) + ( 4 x 1.96 x \A1;1.0) +( 2 x 5.73 x 1.0)] \A1;=2097.48 - [ 342.73 + 7.84 + 11.46 ] \A1;=2097.48 - 362.03 = 1735.45 sqm \A1;\LFOURTH FLOOR AREA DETAIL-FLOOR AREA DETAIL- \A1;\L \A1;= H + I + J + K + L + M + N + O + \A1;P - ( LIFT) \A1;H) 2.6 x 3.06 = 7.96 \A1;sqm \A1;I) 11.23 x 15.86 = 178.11 \A1;sqm \A1;J) 2.73 x 14.33 = 39.12 \A1;sqm \A1;K) 2.45 x 12.0 = 29.40 \A1;sqm \A1;L) 27.50 x 15.86 = \A1;436.15 sqm \A1;M) 2 x 5.50 x 1.0 = \A1;11.00 sqm \A1;N) 9.46 x 27.73 = 262.32 sqm \A1;O) 5.73 x 1.0 = 5.73 \A1;sqm \A1;P) 9 x 1.96 x 1.0 = \A1;17.64 sqm \A1;\H0.87500x;\OTOTAL = 987.43 sqm \W1;\T1.1;PROPOSED SENIOR SECONDARY SCHOOL DWG. NO.- DATE- DRAWING TITLE- PROJECT- SCALE- NORTH - OWNER'S SIGN. ARCHITECT'S SIGN. 2 \W1;\T1.1;PARKING PLAN 1 : 200 06 - 02 - 2015 2 \A1;PARKING PLAN ( SCALE = 1:200) \A1;\LPROPOSED AREA FOR PARKING IN BASEMENT- \l = BASEMENT AREA - (S1+ S2 +S3 +S4 + LIFT ) = 3916.86- [ ( 5.73 x 7.63 ) + ( 7.63 x 5.73 ) + ( 5.73 x 7.63 ) + ( 5.73 x 6.63 ) + ( 2.96 x 2.56 ) ] = 3916.86 - [ 43.72 + 43.72 + 43.72 + 37.99 + 7.58 ] = 3916.86 - 176.73 = 3740.13 sqm \A1;PARKING CALCULATION - \A1;\L \A1;PROPOSED F.A.R. AREA= 9015.32 sqm \A1;REQUIRED PARKING = 2 ECS / 100 sqm of FLOOR AREA \W3.55563; \A1;= (9015.32 x 2) / 100 = 180.31 ECS \A1; \A1;\LPROPOSED PARKING IN BASEMENT -PARKING IN BASEMENT - \A1;\L \A1;= PROPOSED BASEMENT AREA FOR PARKING / 32 \A1;= 3740.13 / 32 = 116.88 ECS \A1;\LHENCE TOTAL PROPOSED PARKING- \l= PARKING IN BASEMENT + PARKING AT SURFACE = 116.88 + 63.97 = 180.85 ECS \A1;\LGREEN AREA DETAIL-AREA DETAIL- \A1;\L \A1;NET PLOT AREA = 6013.92 sqm \A1;COVD. AREA ON GROUND FLOOR = 2102.73 sqm (34.96%) \A1;AREA FOR PARKING ON SURFACE = 1471.27 sqm \A1;TOTAL = 2102.73 + 1471.27= 3574.00 sqm \A1;BALANCE AREA = 6013.92 - 3574.00 = 2439.92 sqm \A1;(40.57%) \A1;HENCE , PROPOSED GREEN AREA = 2439.92 sqm (40.57%) \A1;TYPICAL FLOOR AREA DIAGRAM ( 1st & 2nd FLR.) \A1;BASEMENT AREA DIAGRAM \A1;SITE PLAN ( SCALE = 1:200) FD FD 5.73M 1.96M 1.96M 1.00M 1.00M 27.73M \W0.34781; \T2.45000;CORRIDOR 2.60 \W0.34781; \T2.45000;M WIDE \W0.34781; \T2.45000;CORRIDOR 2.60 \W0.34781; \T2.45000;M WIDE UP W=2.52M R= 0.15M T=0.30M \W0.34781; \T2.45000;CORRIDOR 2.60 \W0.34781; \T2.45000;M WIDE \W0.11905; CLASS \W0.11905; ROOM 6.17 x 10.77 LVL +1.20M \W0.30952; BOY's TOILET 7.28 x 2.74 \W2.76190; W.C 1.5 x 0.95 \W2.76190; W.C 1.5 x 0.95 \W2.76190; W.C 1.5 x 0.95 \W2.76190; W.C 1.5 x 0.95 \W1.71429; W.C \W1.33333; 0.95 x 1.40 \W1.71429; W.C \W1.33333; 0.95 x 1.40 \W1.71429; W.C \W1.33333; 0.95 x 1.40 \W1.71429; W.C \W1.33333; 0.95 x 1.40 \W1.71429; W.C \W1.33333; 0.95 x 1.40 \W1.71429; W.C \W1.33333; 0.95 x 1.40 \W0.19048; GIRL's \W1.09524; TLT. \W0.76190; 7.28 x 2.95 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 0.60M WD. SUNSHADE \W1.37823; 0.60M WD. SUNSHADE \W1.37823; 0.60M WD. SUNSHADE \W1.37823; 0.60M WD. SUNSHADE 1.0M HIGH RAILING \W1.23538; 1.0M HIGH RAILING \T1.1;GROUND FLOOR PLAN LVL +1.20M \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 0.60M WD. SUNSHADE \W1.57143; 0.60M \W1.57143; WD. SUNSHADE \W1.57143; 0.60M \W1.57143; WD. SUNSHADE \W1.37823; 0.60M WD. \W1.37823; SUNSHADE \W1.37823; 0.60M WD. \W1.37823; SUNSHADE D1 D2 D2 D3 D3 D3 D3 D3 D3 D3 W0 W0 W0 W0 W0 W1 W1 W1 W1 W1 W3 W3 W3 W3 W3 W3 W3 W3 W3 V1 V1 D1 D1 D1 D1 D1 D1 D1 D1 W0 W0 W1 W1 W3 W3 W3 D1 D1 D1 W0 W0 W1 W3 W3 W3 W3 W1 W3 D1 D1 D1 D1 D1 D3 D3 D3 W3 D1 FD 1.00M X GT TO THE MAIN SEWER PIPE LINE 6.00M DWG. NO.- DATE- DRAWING TITLE- PROJECT- SCALE- NORTH - OWNER'S SIGN. ARCHITECT'S SIGN. 3 \W1;\T1.1;GROUND FLOOR PLAN \A1;S.NO. \A1;TYPE \A1;WIDTH \A1;LINTEL LVL \A1;CILL LVL \A1;DOOR & WINDOW SCHEDULE- \A1;1 \A1;D0 \A1;2.00M \A1;2.40M \A1;- \A1;2 \A1;D1 \A1;1.20M \A1;2.40M \A1;- \A1;3 \A1;4 \A1;5 \A1;D2 \A1;1.20M \A1;2.10M \A1;6 \A1;W0 \A1;4.81M \A1;2.40M \A1;D3 \A1;0.75M \A1;2.10M \A1;- \A1;7 \A1;W1 \A1;2.39M \A1;2.40M \A1;1.00M \A1;8 \A1;9 \A1;- \A1;W2 \A1;2.00M \A1;2.40M \A1;1.00M \A1;V1 \A1;2.00M \A1;2.40M \A1;1.80M \A1;V2 \A1;1.20M \A1;2.40M \A1;1.80M \A1;10 \A1;W3 \A1;0.54M \A1;2.40M \A1;1.00M \A1;V3 \A1;0.60M \A1;2.40M \A1;1.80M \A1;11 \A1;1.00M \A1;12 \A1;FD \A1;2.00M \A1;2.40M \A1;- \A1;13 \A1;V0 \A1;4.81M \A1;\W0.7;BEAM BOTTOM \A1;14 \A1;V4 \A1;2.39M \A1;3.00M \A1;1.00M \A1;\W0.7;BEAM BOTTOM 1 : 100 06- 02 - 2015 3 FD DN. UP CANOPY ABOVE \W0.85714; 1.5m \W0.85714; WD. RAIN WATER PIPELINE RAINWATER PIPELINE RAINWATER PIPELINE RAINWATER PIPELINE CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB CB RAIN WATER HARVESTING PIT MH MH MH MH MH MH MH MH MH MH MH GT GT SEWER PIPE LINE SEWER PIPE LINE SEWER PIPE LINE SEWER PIPE LINE RAINWATER PIPELINE RAINWATER PIPELINE 27.73M \W0.78446; \T1.60000; ---- 6 M WIDE DRIVE WAY ---- \W0.99829; 2.10M HIGH BOUNDARY WALL 2.10M HIGH BOUNDARY WALL \W1.37814; OTHER's LAND 6.00M 6.0M \T1.50000;---6.0 M WD. DRIVE WAY--- LINE OF BASEMENT BELOW \W0.95052; LINE OF BASEMENT BELOW \W0.52941; \T0.85000;LINE OF \T0.85000;BASEMENT \W1.10364; \T0.85000;BELOW \W9.69048; PLAY AREA AREA = 2021.75 sqm ( 0.49 acres ) \W0.95052; LINE OF BASEMENT BELOW \W1;\T1.1;PROPOSED SENIOR SECONDARY SCHOOL \T1.50000;---9.0 M WD. ROAD--- X' MAIN ENTRY \W0.11905; CLASS \W0.11905; ROOM 6.17 x 10.77 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 ROAD WIDENING 1.0M WD. RAINWATER PIPELINE 1.0M WD. AREA FOR ROAD WIDENING 0.60M WD. SUNSHADE W0 W1 W3 W3 D1 D1 CANOPY ABOVE \W0.88095; 1.50 m WD. W= 2.52m R=0.15m T= 0.30m FD FD DN. DN. UP UP \W0.95238; LIFT 2.50 x 2.10 UP W=2.52M R= 0.15M T=0.30M \W0.34781; \T2.45000;CORRIDOR 2.60 \W0.34781; \T2.45000;M WIDE \W1.37823; 0.60M WD. SUNSHADE 0.60M WD. SUNSHADE \W1.37823; 0.60M WD. SUNSHADE \T0.90000;LVL +1.20M W0 W0 W1 W1 W3 W3 W3 FD D1 D1 D1 D1 D1 D1 D1 D1 W0 W0 W1 W1 W3 W3 W3 W3 1.00M 1.00M \W0.30952; BOY's \W0.30952; TOILET 3.16 x 5.67 \W0.88889; \T0.75000;HAND.TOI. \T0.75000;2.93 x 1.51 \W1.21429; W.C \W0.83333; 0.95 X 1.65 \W0.19048; GIRL's TOILET \W0.76190; 3.87 x 3.47 \W1.14286; W.C \W0.69048; 1.47 x 0.95 GENT's TOILET \W0.69048; 1.17 x 2.67 \T0.80000;LADIES \T0.80000;TOILET \W0.63690; \T0.80000;1.17 \T0.80000;x 2.67 \W2.03175; \T0.90000;OFFICE \T0.90000;3.65 x 5.27 \W2.29365; \T0.90000;FEES \T0.90000;2.4 x 3.54 \W1.79101; \T0.90000;WAITING \T0.90000;6.17 x 3.48 \W0.43700; \T1.95000;CORRIDOR 2.60 M \W0.43700; \T1.95000;WIDE \W2.14815; \T0.90000;LOBBY \T0.90000;9.00 x 4.60 UP \T0.90000;1.50 M WD. HAND. RAMP UP TO \T0.90000;THE GROUND FLOOR ( SLOPE = \T0.90000;1:12 ) \W1.37824; 0.75M WD. SUNSHADE LVL + 1.20M D0 W2 D2 D2 D2 D2 D3 D3 D3 D3 D3 D3 D3 D3 D1 D0 D3 \T0.90000;GLAZING V2 V2 V3 V3 DN. UP CANOPY ABOVE 1.50 m WD. \W4.65079; \T0.90000;ROOF \W4.65079; \T0.90000;PROJECTION \W3.98413; \T0.90000;ABOVE \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 \W1.21429; W.C \W0.83333; 0.95 X 1.65 \W1.14286; W.C \W0.69048; 1.47 x 0.95 \W1.14286; W.C \W0.69048; 1.47 x 0.95 \W1.14286; W.C \W0.69048; 1.47 x 0.95 \W0.88889; \T0.75000;HAND.TOI. \T0.75000;3.05 x 1.51 \W0.54762; CLASS \W0.54762; ROOM 10.77 x 6.17 D1 D1 W2 W2 W3 W3 W1 \W1.37823; 0.60M WD. SUNSHADE W1a W3 W3 W1 \W1.37823; 0.60M WD. SUNSHADE W1a W2 W2 1.0M HIGH RAILING LOBBY D1 D1 W2 W2 \W1.37823; 0.60M WD. \W1.37823; SUNSHADE 1.00M 15.86M 1.00M 2.46M 1.96M 1.00M 9.46M 2.98M 2.83M 0.23M 22.0M 15.86M 2.60M 3.06M 11.23M 2.73M 2.54M 27.73M FD FD 79.29M 5 5 D1 W= 2.75m R=0.15m T= 0.30m \T0.90000;LVL +0.15M \T0.90000;LVL +0.15M \T0.90000;LVL +0.15M UP 7.0M 7.9M 7.63M 9.02M \W1.23539; 1.0M HIGH \W1.33062; RAILING UP DN. W=2.52M R= 0.15M T=0.30M UP FD LVL.+0.15M FD FHC FHC FHC \W2.64550; \T0.90000;VICE \W2.64550; \T0.90000;PRINCIPAL's \W2.64550; \T0.90000;RM. \W1.62434; \T0.90000;2.63 x \W1.62434; \T0.90000;3.0 \T0.90000;PRINCIPAL's RM. \W1.84921; \T0.90000;4.43 x 3.1 D1 D1 D1 D1 \T0.90000;FIRE CONTROL \T0.90000;RM. \W1.50265; \T0.90000;3.0 x 3.0 \W1.51323; \T0.90000;LOBBY \T0.90000;3.2 x 4.41 UP W=1.20M R=0.15M T=0.30M W1 W0 6.01M FHC FD \T1.50000;---24M WD. ROAD--- \W4.38095; OPEN AREA FOR SURFACE PARKING W1 6.0M \T0.90000;ENTEY TO \T0.90000;BASEMENT \T0.90000;EXIT FROM \T0.90000;BASEMENT \T0.90000;6.30 M WD. TWO WAY RAMP DN. TO \T0.90000;THE BASEMENT \W8.64550; \T0.90000;(SLOPE=1:10) 12.57m 14.67m 5 5 5 UP W=2.52M R= 0.15M T=0.30M FD 1 8 LVL - 2.90M 5 \W1.37823; 0.23M THK. R.C.C. WALL LVL - 2.90M W= 2.52m R=0.15m T= 0.30m FD UP LIFT PIT FD UP W=2.52M R= 0.15M T=0.30M FD UP LVL - 2.90M 5 W=2.52M R= 0.15M T=0.30M 5 \W0.73593; \T1.10000;BASEMENT PLAN 5 FHC FHC FHC FHC \T2.50000;DRIVEWAY 6.0M WIDE \T2.50000;DRIVEWAY 4.0M WIDE \T2.50000;DRIVEWAY 4.22M WIDE \T2.50000;DRIVEWAY 6.2M WIDE \T2.50000;DRIVEWAY 4.0M WIDE \T2.5;DRIVEWAY 5.80M WIDE \T2.5;DRIVEWAY 6.0M WIDE \T2.5;DRIVEWAY 6.0M WIDE \T2.5;DRIVEWAY 6.0M WIDE \T2.50000;DRIVEWAY 6.0M WIDE \T2.50000;DRIVEWAY 6.0M WIDE \T2.50000;DRIVEWAY 6.0M WIDE \T2.50000;DRIVEWAY 5.8M WIDE \T2.50000;DRIVEWAY 5.8M WIDE \T2.50000;DRIVEWAY 4.2M WIDE DWG. NO.- DATE- DRAWING TITLE- PROJECT- SCALE- NORTH - OWNER'S SIGN. ARCHITECT'S SIGN. 8 \W1;\T1.1;BASEMENT PLAN \A1;S.NO. \A1;TYPE \A1;WIDTH \A1;LINTEL LVL \A1;CILL LVL \A1;DOOR & WINDOW SCHEDULE- \A1;1 \A1;D0 \A1;2.00M \A1;2.40M \A1;- \A1;2 \A1;D1 \A1;1.20M \A1;2.40M \A1;- \A1;3 \A1;4 \A1;5 \A1;D2 \A1;1.20M \A1;2.10M \A1;6 \A1;W0 \A1;4.81M \A1;2.40M \A1;D3 \A1;0.75M \A1;2.10M \A1;- \A1;7 \A1;W1 \A1;2.39M \A1;2.40M \A1;1.00M \A1;8 \A1;9 \A1;- \A1;W2 \A1;2.00M \A1;2.40M \A1;1.00M \A1;V2 \A1;1.20M \A1;3.05M \A1;V1 \A1;2.00M \A1;3.05M \A1;10 \A1;W3 \A1;0.54M \A1;2.40M \A1;1.00M \A1;V3 \A1;0.60M \A1;3.05M \A1;11 \A1;1.00M \A1;12 \A1;FD \A1;2.00M \A1;2.40M \A1;- \A1;\W0.7;BEAM BOTTOM \A1;\W0.7;BEAM BOTTOM 1 : 100 06 - 02 - 2015 \LSANITARY REQUIREMENTS FOR STAFF-REQUIREMENTS FOR STAFF- \L \W0.79171; S.NO. FITMENT REQUIRED \W0.79171; PROP. REQUIRED PROP. 1 W.C 2 5 3 5 \W4.91093; (1 PER 25) \W4.91093; (1 PER 15) 2 WASH 2 5 2 5 BASIN (1 PER 25) (1 PER 25) 3 URINALS 2 5 - - (1 FOR 7 - 20 PERSONS) 4 ABULATION 2 5 3 5 TAB ( ONE FOR EACH W.C) (ONE FOR EACH W.C) (MALE) (MALE) (FEMALE) (FEMALE) \LSANITARY CALCULATIONS-CALCULATIONS- \L TOTAL NO. OF CLASS ROOM = 77 nos TOTAL NO. OF STUDENTS = 77 x 25 = 1925nos RATIO OF BOYS & GIRLS = 1: 1 NO. OF BOYS = 963 nos NO. OF GIRLS = 962 nos TOTAL NO. OF STAFF = 77 nos NO. OF MALE = 39 nos NO. OF FEMALE = 38 nos \LSANITARY REQUIREMENTS FOR STUDENTS-REQUIREMENTS FOR STUDENTS- \L \W0.79084; S.NO. FITMENTS REQUIRED \W0.79084; PROP. REQUIRED PROP. (BOYS) (BOYS) (GIRLS) (GIRLS) 1 W.C 24 27 38 43 \W4.91211; (1 PER 40) \W4.91211; (1 PER 25) 2 WASH 24 24 24 24 BASINS (1 PER 40) (1 PER 40) 3 URINALS 48 48 - - (1 PER 20) 4 ABULATION 24 27 38 43 TAB (1 FOR EACH W.C) (1 FOR EACH W.C) 8 \W1;\T1.1;PROPOSED SENIOR SECONDARY SCHOOL \A1;\W0.7;BEAM BOTTOM \A1;13 \A1;V0 \A1;2.0M \A1;3.05M \A1;\W0.7;BEAM BOTTOM FD \T2.05000;BASEMENT FOR \T2.05000;PARKING \W1.37823; 0.23M THK. R.C.C. WALL \W1.37823; 0.23M THK. R.C.C. WALL \W1.37824; 0.23M THK. R.C.C. WALL \W1.37823; 0.23M THK. R.C.C. WALL \W1.37823; 0.23M THK. R.C.C. WALL \W1.37823; 0.23M THK. R.C.C. WALL V0 V0 V1 V1 V3 V3 V3 V3 V1 V1 V0 V0 V3 V3 V3 V3 V1 V1 \W1.37823; 0.23M THK. R.C.C. WALL W= 2.52m R=0.15m T= 0.30m V0 V1 V3 V3 V0 V1 V3 V3 V0 V1 V3 V3 V3 V3 V0 V1 V3 V3 V3 V3 V2 V2 V2 V2 LIFT PIT V2 V2 V3 V3 V3 V3 V3 V3 V3 V3 V3 V3 V0 V1 V0 V1 V0 V1 V0 V1 V0 V1 V0 V1 V0 V1 V2 V2 V3 V2 V3 V3 V2 V2 \W1.33061; BUILDING PROFILE \W1.52109; ABOVE V0 5 5 \A1;PROPOSED PARKING IN BASEMENT - = PROPOSED BASEMENT AREA FOR PARKING / 32 = 3740.13 / 32 = 116.88 ECS 5 5 5 5 5 5 5 \T0.90000;6.30 M WD. TWO WAY RAMP DN. TO \T0.90000;THE BASEMENT \W8.64550; \T0.90000;(SLOPE=1:10) 5 5 5 \T0.90000;ENTRY TO \T0.90000;BASEMENT \T0.90000;EXIT FROM \T0.90000;BASEMENT \W1.37823; 0.23M THK. R.C.C. WALL \A1;\LPROPOSED PARKING AREA AT SURFACE -PARKING AREA AT SURFACE - \A1; \A1;P1) 8.67 x 19.74 = 171.14 sqm \A1;P2) \A1;\S1/2;\A1; x 39.71 x 15.24 = 302.59 sqm \A1;P3) 42.49 x 11.67 = 495.86 sqm \A1;P4) \A1;\S1/2;\A1; x 4.47 x 11.67 = 26.08 sqm \A1;P5) \A1;\S1/2;\A1; x 6.83 x 2.59 = 8.84 sqm \A1;P6) 7.40 x 8.74 = 64.68 sqm \A1;P7) \A1;\S1/2;\A1; x 2.04 x 5.33 = 5.44 sqm \A1;P8) 7.40 x 2.98 = 22.05 sqm \A1;P9) 10.23 x 7.40 = 75.70 sqm \A1;P10) \A1;\S1/2;\A1; x 6.00 x 2.27 = 6.81 sqm \A1;\LP11) 6.00 x 48.68 = 292.08 sqm6.00 x 48.68 = 292.08 sqm \A1; Total = 1471.27 sqm \A1; \A1;Hence Parking at Surface = 1471.27 / 23 = 63.97 ECS \A1; \A1; FD FD UNDER GROUND TANK (1,00,000 LTR CAPACITY) PUMP HOUSE 2280 LPM 180 LPM JOCKEY

Language	English
Drawing Type	Plan
Category	Schools
Additional Screenshots
File Type	dwg
Materials	Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	autocad, basement, College, DWG, floor, ground, library, plan, school, secondary, site, university