Educational Building DWG Elevation for AutoCAD

Floor plan; elevation

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

towards vivekandha marg, towards africa avenue, bore-well, site plan, fire escape staircase open risers open to sky, to main sewer line, government land, government quarters, entrance gate, stilt floor area diagram, stilt for parking, stilt plan, void, dwg. no.-, date-, drawing title-, scale-, north -, owner’s sign., architect’s sign., architect, project-, architect -, second floor plan, entrance lobby, dn., indian cultural classrooms, vedic pathshala, elevation, terrace, khurrah, ground floor plan, first floor plan, care-taker’s residence, teacher’s floor, cut out below, third floor plan, first floor area detail-, section a-a’, bath, corri- dor, stage, discourse hall, kitchen, classroom, section b-b’, passage, room, reader room, sunken, hall, elevation a, elevation c, elevation d, stilt for parking, elevation b, site in question, part layout plan of r.k. puram, terrace plan, lift machine room as per isi standard, lift machine room as per isi standard, s.no., fitment, w.c., wash basin, urinal, ablution tap, pass- age, kitchen below, medical block, administrative block, student’s floor, passage above

Raw text data extracted from CAD file:

E S N W \A1;44.02 M \A1;48.78 M \A1;44.02 M \A1;3.00 M \A1;48.78 M \A1;6.00 M \A1;7.84 M \A1;3.00 M 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECOND & THIRD FLOOR AREA DIAGRAM A B 2 3 4 1 5 6 5 Towards Vivekandha Marg Towards Africa Avenue 5 BORE-WELL SITE PLAN FIRE ESCAPE STAIRCASE OPEN RISERS OPEN TO SKY LVL.±0.0 TO MAIN SEWER LINE GOVERNMENT LAND GOVERNMENT QUARTERS ENTRANCE GATE 5 5 \W7.69841; 2.10M HIGH BOUNDARY WALL \W7.69841; 2.10M HIGH BOUNDARY WALL \W7.69841; 2.10M HIGH BOUNDARY WALL \W7.69841; 2.10M HIGH BOUNDARY WALL 5 5 5 5 5 5 5 5 5 5 LVL.±0.0 \W1.23810; G1 \W1.52381; G2 \W1.52381; G3 \W1.57143; G4 \W1.52381; G5 \W1.52381; G6 \T1.1;PROPOSED CONSTRUCTION OF SHRI KANCHI KAMAKOTI PEETAM CENTRE BUILDING at R.K.PURAM, SECTOR-1, NEW DELHI FOR SHRI KANCHI KAMAKOTI PEETAM CHARITABLE TRUST 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 G8 G7 5 ENTRANCE GATE \T1.45;——24.40m (80′-0″) Wide Road—— \T1.4;—–11.50m (37′-6″) Wide Road—— STILT FLOOR AREA DIAGRAM 1 5 5 5 5 5 5 5 5 5 5 3 4 2 5 6 7 5 5 5 5 \A1;19.92 M \A1;4.49 M \A1;5.54 M \A1;1.60 M \A1;1.40 M \A1;4.27 M \A1;25.58 M \A1;4.27 M \A1;4.49 M \A1;22.76 M \A1;5.54 M \A1;19.92 M \A1;1.60 M \A1;25.58 M \A1;3.00 M \A1;12.34 M \A1;10.58 M \A1;10.58 M \A1;12.57 M \A1;4.46 M \A1;4.93 M \A1;3.13 M \A1;2.26 M \A1;5.06 M \A1;2.24 M \A1;2.46 M \A1;1.40 M \A1;4.27 M \A1;4.49 M \A1;4.43 M \A1;22.76 M \A1;5.54 M \A1;19.92 M \A1;7.14 M \A1;1.60 M \A1;25.58 M \W9.33333; GROUND & FIRST FLOOR \W9.38095; AREA DIAGRAM 1 5 5 5 5 5 5 <> 5 5 5 3 4 2 5 6 7 5 5 5 5 5 5 5 5 A B 5 5 5 5 5 5 5 5 5 5 1a 3a 2a 5a 4a \A1;1.20 M \A1;0.90 M \A1;1.50 M \A1;1.00 M \A1;4.47 M \A1;2.40 M \A1;1.50 M \A1;1.23 M \A1;0.15 M \A1;2.55 M \A1;3.75 M \A1;10.20 M \A1;0.15 M \A1;2.55 M \A1;3.06 M \A1;3.06 M \A1;3.06 M \A1;14.95 M \A1;2.40 M \A1;0.15 M \A1;2.66 M \A1;0.40 M \A1;2.91 M \A1;0.15 M \A1;2.91 M \A1;0.15 M \A1;1.00 M \A1;3.30 M \A1;3.60 M \A1;0.15 M \A1;3.06 \A1;3.06 \A1;3.06 \A1;14.95 \A1;0.15 M \A1;2.40 M \A1;0.15 M \A1;2.91 M \A1;0.15 M \A1;2.91 M \A1;0.15 M \A1;2.90 M \A1;0.15 M \A1;0.60 M \A1;11.10 M \A1;0.15 M \A1;3.06 \A1;3.75 M \A1;3.75 M \A1;3.75 M \A1;2.90 M \A1;0.15 M \A1;3.06 M \A1;2.91 M \A1;1.00 M \A1;1.00 M \A1;0.60 M \A1;11.85 M \A1;0.60 M \A1;0.45 M \A1;0.15 M \A1;1.00 M \A1;0.15 \A1;2.55 \A1;7.35 M \A1;2.40 M \A1;3.30 M \A1;0.45 M \A1;3.37 M \A1;3.75 M \A1;3.75 M \A1;0.15 M \A1;2.40 M \A1;0.15 M \A1;3.60 M \A1;0.15 M \A1;3.60 M \A1;0.15 M \A1;1.00 M \A1;4.30 M \A1;2.70 M \A1;0.15 M \A1;3.60 M \A1;0.15 M \A1;0.15 M \A1;2.55 M \A1;3.06 M \A1;3.06 M \A1;0.15 M \A1;2.55 M \A1;3.06 M \A1;3.06 M \A1;3.06 M \A1;14.95 M \A1;3.06 M \A1;14.95 M \A1;0.15 M \A1;2.55 M \A1;3.75 M \A1;10.20 M \A1;0.15 M \A1;2.55 M \A1;3.06 M \A1;3.06 M \A1;3.06 M \A1;14.95 M \A1;0.15 M \A1;2.55 M \A1;3.06 M \A1;3.06 M \A1;3.06 M \A1;3.06 M \A1;3.75 M \A1;3.06 M \A1;3.06 M \A1;4.93 M \A1;4.46 M \A1;2.26 M \A1;3.13 M \A1;10.58 M \A1;12.57 M \A1;5.06 M \A1;5.49 M \A1;2.24 M \A1;2.46 M \A1;4.27 M \A1;4.48 M \A1;5.54 M \A1;7.14 M \A1;1.60 M \A1;25.58 M \A1;19.69 M \A1;1.01 M \A1;1.01 M \A1;1.01 M \A1;3.06 M \A1;14.95 M \A1;4.43M \A1;19.92 M \A1;4.43 M \A1;22.76 M \W8.66667; SEWER LINE \W6.30952; RAIN WATER LINE \W8.66667; SEWER LINE \W6.30952; RAIN WATER LINE \W6.30952; RAIN WATER LINE \W8.66667; SEWER LINE MH MH MH MH MH MH MH MH MH CB CB CB CB CB CB CB CB CB CB CB \W0.9;\T0.95;GT \W0.9;\T0.95;GT \W0.9;\T0.95;GT \W0.9;\T0.95;GT \W0.9;\T0.95;GT \W0.9;\T0.95;GT \W0.9;\T0.95;GT \W0.9;\T0.95;GT 1.5MØ RAINWATER HARVESTING PIT 1.5MØ RAINWATER HARVESTING PIT CB \W0.9;\T0.95;GT MH MH CB \W0.9;\T0.95;GT 150Ø SOIL WASTE PIPE 150Ø WASTE WATER PIPE 150Ø RAIN WATER PIPE 150Ø SOIL WASTE PIPE 150Ø WASTE WATER PIPE 150Ø RAIN WATER PIPE 150Ø WASTE WATER PIPE 150Ø RAIN WATER PIPE 150Ø SOIL WASTE PIPE 150Ø WASTE WATER PIPE 150Ø RAIN WATER PIPE 150Ø SOIL WASTE PIPE 150Ø WASTE WATER PIPE 150Ø RAIN WATER PIPE 150Ø SOIL WASTE PIPE 150Ø WASTE WATER PIPE 150Ø RAIN WATER PIPE 150Ø SOIL WASTE PIPE 150Ø WASTE WATER PIPE 150Ø RAIN WATER PIPE 150Ø RAIN WATER PIPE 150Ø WASTE WATER PIPE 150Ø RAIN WATER PIPE 150Ø RAIN WATER PIPE \A1;1.40 M \A1;9.87 M \A1;15.19 M \A1;20.96 M \A1;27.99 M \A1;15.04 M \A1;2.40 M \A1;1.57 M \A1;4.49 M \A1;4.43 M \A1;22.76 M \A1;5.54 M \A1;19.92 M \A1;7.14 M \A1;1.60 M \A1;4.30 M \A1;2.99 M \A1;2.70 M \A1;1.01 M \A1;1.40 M \A1;1.20 M \A1;0.90 M \A1;1.50 M \A1;1.00 M \A1;1.50 M \A1;4.82 M \A1;1.50 M \A1;2.70 M \A1;3.00 M \A1;7.14 M \A1;7.14 M \A1;2.00 M \A1;9.87 M \A1;0.52 M \A1;4.66 M \A1;15.04 M \A1;27.99 M \A1;8.35 M \A1;5.54 M \A1;7.14 M \A1;7.15 M \A1;4.43 M \A1;22.76 M \A1;6.06 M \A1;15.19 M \A1;1.57 M \A1;2.01 M \A1;1.80 M \A1;2.67 M \A1;1.40 M \A1;9.87 M \A1;2.00 M \A1;0.52 M \A1;4.27 M \A1;25.06 M \A1;7.35 M \A1;2.01 M \A1;7.14 M \A1;7.15 M \A1;4.43 M \A1;22.76 M \A1;8.35 M \A1;5.54 M \A1;1.80 M \A1;2.67 M \A1;9.87 M \A1;0.52 M \A1;4.66 M \A1;15.04 M \A1;27.99 M \A1;8.35 M \A1;5.54 M \A1;7.14 M \A1;7.15 M \A1;4.43 M \A1;22.76 M \A1;6.06 M \A1;15.19 M \A1;1.57 M \A1;9.87 M \A1;15.19 M \A1;48.78 M \A1;3.00 M \A1;7.89 M \A1;13.01 M \A1;26.62 M \A1;30.08 M \A1;14.83 M \A1;3.13 M \A1;15.19 M \A1;19.63 M \A1;27.99 M \A1;15.10 M \A1;2.40 M \A1;1.57 M \A1;4.48 M \A1;9.87 M \A1;1.40 M \A1;5.54 M \A1;19.92 M \A1;8.35 M \A1;1.60 M \A1;7.14 M \A1;15.70 M \A1;4.43 M \A1;22.76 M \A1;2.69 M \A1;3.00 M \A1;48.78 M \A1;44.02 M \A1;3.60 M \A1;3.00 M \A1;3.00 M \A1;6.00 M \A1;7.23 M \A1;24.61 M \A1;11.97 M \A1;7.35 M \A1;15.12 M \A1;3.00 M \A1;3.00 M \A1;3.00 M \A1;3.00 M \A1;3.00 M \A1;5.54 M \A1;8.73 M \A1;10.87 M STILT FOR PARKING 5 5 5 5 Towards Vivekandha Marg Towards Africa Avenue 5 STORE 3.70m X 3.91m DOUBLE HEIGHT KITCHEN 4.80m X 6.38m UP UP 1.50M WIDE CORRIDOR \W0.85714; \A1;W4 UP W=2.00 T=0.30 R=0.15 W=2.00 T=0.30 R=0.15 W=2.00 T=0.30 R=0.15 LVL.+0.60 M LIFT WELL 1.80 x 2.67 BATH 4.80m X 1.50m STORE 3.70m X 2.62m UP STILT FOR PARKING STILT FOR PARKING STILT FOR PARKING LVL.+0.15 M LVL.+0.15 M LVL.+0.15 M LVL.+0.15 M BORE-WELL LIFT WELL 2.01 X 2.0 STILT PLAN STILT FOR PARKING LVL.+0.15 M UP FIRE ESCAPE STAIRCASE OPEN RISERS OPEN TO SKY W=2.00 T=0.30 R=0.15 VOID LVL.±0.0 TO MAIN SEWER LINE GOVERNMENT LAND GOVERNMENT QUARTERS CB ENTRANCE GATE ENTRANCE GATE 5 5 5 \W7.69841; 2.10M HIGH BOUNDARY WALL \W7.69841; 2.10M HIGH BOUNDARY WALL \W7.69841; 2.10M HIGH BOUNDARY WALL \W7.69841; 2.10M HIGH BOUNDARY WALL \W0.9;\T0.95;GT DWG. NO.- DATE- DRAWING TITLE- 1 : 200 SCALE- 22- 04 – 2015 NORTH – OWNER’S SIGN. ARCHITECT’S SIGN. 1/7 \T1.1;SITE PLAN & AREA DETAILS ARCHITECT \W9.07990; GROUND FLOOR AREA DETAIL- \W0.55670; 1 \W1.59794; 2 \W1.53351; 3 \W1.73454; 4 \W1.55670; 5 \W1.56959; 6 \W1.49485; 7 TOTAL = 750.52 sq.mt \W9.26460; 27.99 X 15.04 = 420.97 sq.mt 15.19 X 4.66 = 70.78 sq.mt \W9.25000; 9.87 X 6.06 = 59.81 sq.mt \W9.25000; 0.52 X 1.57 = 0.82 sq.mt 8.35 X 5.54 = 46.26sq.mt \W9.24313; 7.14 X 7.15 = 51.05 sq.mt 4.43 X 22.76 = 100.83 sq.mt NET AREA OF GROUND FLOOR = 750.52 sqmt \W9.60317; STILT FLOOR PARKING AREA DETAIL – \W8.10481; DEDUCTIONS- \W3.06443; 1a \W3.63660; 2a \W3.75515; 4a \W3.54897; 5a \W8.93814; TOTAL = 62.35 sq.mt \W8.95103; 4.93 x 4.46 = 21.99 sq.mt \W8.93127; 2.26 x 3.13 = 7.07 sq.mt \W8.91667; 5.06 x 5.49 = 27.78 sq.mt \W8.93127; 2.24 x 2.46 = 5.51 sq.mt NET PARKING AREA ON STILT FLOOR- \W8.08608; = 617.53 – 62.35 \W8.74278; = 555.18 sqmt AREA DETAILS- PLOT AREA = 2147.17 sqm PERM. GROUND COVERAGE = 35%=751.51 sqm PERM. FA.R. = 120 =2576.60 sqm PERM. HEIGHT = 15.0 M \LPERM. PARKING = 2.0 ECS/100 sqm2.0 ECS/100 sqm PROJECT- \A1;PROPOSED AREAS- \A1;PROP. COVD. AREA ON STILT FLOOR (NON-FAR)= 617.53 \A1;sqm \A1;PROP. COVD. AREA ON STILT FLOOR (FAR) = 132.99 \A1;sqm \A1;PROP. COVD. AREA ON GROUND FLOOR \A1;\W0.90000x;= 750.52 sqm \A1;\W0.90000x;(34.95%) \A1;PROP. COVD. AREA ON FIRST FLOOR = \A1;741.69 sqm \A1;PROP. COVD. AREA ON SECOND FLOOR = 389.54 \A1;sqm \A1;PROP. COVD. AREA ON THIRD FLOOR = \A1;389.54 sqm \A1;\L\OTOTAL BUILT-UP AREA BUILT-UP AREA =2404.28 sqm=2404.28 sqm \A1; \A1;PROPOSED F.A.R. = \A1;2404.28 x 100 / 2147.17 = 111.97 \A1;PROPOSED HEIGHT = 14.95M \A1;GREEN AREA CALCULATION- \A1;PERMISSIBLE GR. COVERAGE = 751.51 sqm \A1;PROPOSED OPEN AREA = 2147.17 – \A1;751.51=1395.66 sqm \A1; \A1;REQUIRED GREEN AREA – \A1;= 50% OF OPEN AREA \A1;= 50 X 1395.66 / 100 = 697.83 sqm \A1; \A1;PROPOSED GREEN AREA- \A1;G1 = 24.61 x 11.97 / 2 = 147.29 sqm \A1;G2 = 3.60 x 7.23 / 2 = 13.01 sqm \A1;G3 = 3.13 x 7.23 = 22.63 sqm \A1;G4 = 13.01 x 26.62 / 2 = 173.16 sqm \A1;G5 = 30.08 x 14.83 / 2 = 223.04 sqm \A1;G6 = 7.35 x 15.12 / 2 = 55.57 sqm \A1;G7 = 5.54 x 10.87 / 2 = 30.11 sqm \A1;\LG8 = 8.73 x 8.73 x 5.54 = 48.36 sqm48.36 sqm \A1;\LTOTAL GREEN GREEN AREA = 713.17 sqm713.17 sqm \A1;PARKING CALCULATION- \A1;REQUIRED PARKING – \A1;= 2 ECS per 100sqm of PROP. FAR AREA \A1;= (2404.28 / 100) x 2 = 48.08 ECS \A1; \A1;PROPOSED SURFACE AREA FOR PARKING – \A1;= PLOT AREA – PROP. GR. COVERAGE – PROP. \A1;GREEN AREA \A1;= 2147.17 – 750.52 – 713.17 = 683.48 sqm \A1; \A1;PROPOSED PARKING ON SURFACE- \A1;= 683.48 / 23 = 29.72 ECS \A1; \A1;PROPOSED PARKING AREA ON STILTS = 555.18 \A1;sqm \A1;PROPOSED PARKING ON STILTS = 555.18 / 28 = \A1;19.83 ECS \A1; \A1;TOTAL PROPOSED PARKING = 29.72 + 19.83 = \A1;49.55 ECS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DWG. NO.- DATE- DRAWING TITLE- 1 : 100 SCALE- 07- 03 – 2015 NORTH – OWNER’S SIGN. ARCHITECT’S SIGN. 2/7 \T1.1;STILT FLOOR PLAN ARCHITECT – PROJECT- DWG. NO.- DATE- DRAWING TITLE- 1 : 100 SCALE- 07- 03 – 2015 NORTH – OWNER’S SIGN. ARCHITECT’S SIGN. 3/7 \T1.1;GROUND FLOOR & FIRST FLOOR PLAN ARCHITECT – PROJECT- DWG. NO.- DATE- DRAWING TITLE- 1 : 100 SCALE- 07- 03 – 2015 NORTH – OWNER’S SIGN. ARCHITECT’S SIGN. 4/7 \T1.1;SECOND FLOOR & THIRD FLOOR PLAN ARCHITECT – PROJECT- \A1;S.NO. \A1;TYPE \A1;WIDTH \A1;LINTEL LVL \A1;CILL LVL \A1;DOOR & WINDOW SCHEDULE- \A1;1 \A1;D1 \A1;- \A1;2 \A1;D2 \A1;1.50M \A1;2.10M \A1;3 \A1;4 \A1;5 \A1;D3 \A1;1.20M \A1;2.10M \A1;6 \A1;0.75M \A1;2.10M \A1;- \A1;D4 \A1;1.00M \A1;2.10M \A1;- \A1;7 \A1;W1 \A1;2.00M \A1;1.00M \A1;8 \A1;9 \A1;- \A1;W2 \A1;1.80M \A1;1.00M \A1;V1 \A1;0.75M \A1;1.50M \A1;W3 \A1;1.50M \A1;1.00M \A1;W4 \A1;1.20M \A1;1.00M \A1;2.10M \A1;2.10M \A1;2.10M \A1;2.10M \A1;2.10M \W0.61905; \A1;V1 \W0.83333; \A1;W3 \W0.61905; \A1;D2 \W0.47619; \A1;D1 \W0.47619; \A1;D1 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.47619; \A1;D1 \W0.83333; \A1;W3 \W0.61905; \A1;D3 \W0.61905; \A1;D3 W=1.20M T=0.30 M R=0.15 M 5 \T1.3;—-24.40m (80′-0″) Wide Road—- \T1.25;—-11.50m (37′-6″) Wide Road—– 5 5 5 5 5 5 5 5 5 5 5 \A1;10 \A1;D/W \A1;2.70M \A1;1.00M \A1;2.10M SECOND/THIRD FLOOR AREA DETAIL- \W0.55670; 1 \W1.55670; 5 \W1.56959; 6 TOTAL = 398.37 sq.mt \W9.25000; 0.52 X 4.27 = 2.22 sq.mt \W9.25000; 9.87 X 1.40 = 13.82 sq.mt \W9.26460; 25.06 X 7.35 = 184.19 sq.mt \W6.89175; ADDITIONS- \W1.59794; 2 8.35 X 5.54 = 46.26 sq.mt \W8.60481; TOTAL = 8.83 sq.mt \W2.40464; A \W8.50258; 1.80 X 2.67 = 4.81 sq.mt \W1.68299; B \W8.59794; 2.00 X 2.01 = 4.02 sq.mt \W8.10481; DEDUCTIONS- \W3.38095; NET AREA OF SECOND / THIRD FLOOR – \W9.24435; = ADDITION – DEDUCTION \W9.45535; = 398.37 – 8.83 sq.mt \W9.56151; = 389.54 sq.mt \W1.53351; 3 \W1.73454; 4 \W9.24313; 7.14 X 7.15 = 51.05 sq.mt \W9.19631; 4.43 X 22.76 = 100.83 sq.mt LOUNGE 3.56m X 8.29m CLASS ROOM 3.03m X 3.78m LIBRARY 4.76m X 6.88m READER’S ROOM 3.65m X 3.92m SECOND FLOOR PLAN ENTRANCE LOBBY LIFT WELL 1.8m X 2.67m WC 1.2X1.5 LVL.+8.82M STORE 2.59m x 2.64m TOILET 2.59m x 1.50m LVL.+8.82 M UP \T0.75;W=2.00M T=0.30M R=0.15M DN. CLASS ROOM 3.11m X 3.92m LVL.+8.82M CLASSROOM 3.96M X 3.50M TOI. 1.50M x2.70M LOBBY 2.35M X 2.70M LECTURE HALL 5.64m X 5.05m CLASS ROOM 3.90m X 3.49m TOILET 3.90m X 1.5m UP DN. \T0.75;W=2.00M T=0.30M R=0.15M CLASS ROOM 2.48m X 5.09m W.C 2.01X1.34 LIFT WELL 2.01m X 2.0m LOBBY 2.01m WD. 1.0m HIGH RAILING 0.60m WD. SUNSHADE AT L/LVL 0.60m WD. SUNSHADE AT L/LVL 0.60m WD. SUNSHADE AT L/LVL \A1;0.60m WD. SUNSHADE AT L/LVL \W8.90473; \A1;0.60m WD. SUNSHADE \W9.11902; \A1;AT L/LVL 1.50 M WD. PASSAGE INDIAN CULTURAL CLASSROOMS \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.69048; \A1;W1 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.83333; \A1;W3 \W0.69048; \A1;W1 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.47619; \A1;D1 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.61905; \A1;D3 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.61905; \A1;D3 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.85714; \A1;W4 \W0.61905; \A1;D2 WC 1.2X1.5 VEDIC PATHSHALA CLASSROOM 2.84M X 5.60M \A1; 1/7 2/7 3/7 4/7 B ELEVATION C A ELEVATION ELEVATION D ELEVATION DN. LVL. +0.15M \LNOTES FOR EARTHQUAKE- \H0.22214x;\l\C256; \H3.0011x;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 THE BEST OF OUR KNOWLEDGE & UNDERSTANDING. \LWATER HARVESTING SYSTEM\l – \H0.66664x;\C256; 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. \LNOTES FOR NUISANCE\l – \H0.22221x;\C256; \H3.0002x;1)CERTIFIED THAT THE MULBA DURING THE CONSTRUCTION WILL BE REMOVED ON WEEKLY BASIS . IF THE SAME IS NOT DONE , IN THAT CASE LOCAL BODY SHALL REMOVE THE MULBA & THE COST SHALL BE BORNE BY OWNER. 2)CERTIFIED THAT DURING CONSTRUCTION OWNER SHALL PROPERLY SCREEN THE CONSTRUCTION SITE OFF THE MAIN ROAD BY MEANS OF ERECTING A SCREEN WALL NOT LESS THAN 8FT IN HEIGHT FROM THE GROUND LEVEL WHICH SHALL BE PAINTED TO AVOID UNPLEASANT LOOK FROM THE ROAD SIDE . IN ADDITION TO THIS , A NET OR SOME OTHER PROTECTIVE MATERIAL SHALL BE HOISTED AT THE FACADE OF THE BUILDING TO ENSURE THAT ANY FALLING MATERIAL REMAINS WITHIN THE PROTECTED AREA. 3) CERTIFIED THAT NOISE RELATED ACTIVITIES WOULD NOT BE TAKEN UP FOR CONSTRUCTION AT NIGHT AFTER 10 P.M. \LLIGHTING & VENTILATION OF ROOMS-\l\C256; \H0.22222x; \H3x;WHERE THE LIGHTING & VENTILATION REQUIREMENTS ARE NOT MET THROUGH DAY LIGHTING & NATURAL VENTILATION, THE SAME SHALL BE ENSURED THROUGH ARTIFICIAL LIGHTING & MECHANICAL VENTILATION AS PER PART- VIII BUILDING 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 INTO ACCOUNT AT THE TIME OF ENFORCEMENT OF THE BUILDING BYE-LAWS. \LSTRUCTURE CERTIFICATE-\H0.66079x; 1) 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. 2) IT IS ALSO CERTIFIED THAT THE STRUCTURAL DESIGN INCLUDING SAFETY FROM NATURAL HAZARDS BASED ON SOIL CONDITIONS HAS BEEN DULY INCORPORATED IN THE DESIGN OF THE BUILDING & THESE PROVISIONS SHALL BE ADHERED TO DURING CONSTRUCTION. 3)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 FACTUALLY CORRECT TO THE BEST OF OUR KNOWLEDGE & UNDERSTANDING. \LNOTES FOR BASEMENT -\C256; \H0.22221x;\l \H3.0001x;THE WALLS AND FLOOR OF BASEMENT SHALL BE WATER TIGHT AND SHALL BE SO DESIGNED THAT THE EFFECT OF SURROUNDING SOIL AND MOISTURE, IF ANY, SHALL BE TAKEN INTO ACCOUNT FOR DESIGN, AND ADEQUATE DAMP PROOFING TREATMENT SHALL BE GIVEN. \LSOLAR HEATING SYSTEM-\C256; \H0.22225x;\l \H2.9996x;IT IS ALSO CERTIFIED THAT THE SOLAR HEATING SYSTEM SHALL BE PROVIDED IN THE BUILDING BEFORE OCCUPYING THE BUILDING. \LLABOUR HUTMENT CERTIFICATE-\C256; \H0.22225x;\l \H2.9996x;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. \LLIFT NOTE – \H0.22222x;\C256; 1)LIFT SHAFT SHALL BE ENTIRELY ENCLOSED BY MATERIAL OF FIRE RESISTANCE RATING FOR TYPE OF CONSTRUCTION ITSELF. FIRE SAFETY ARRANGEMENT MAY BE INCORPORATED IN THE BUILDING AS PER THE NATIONAL BUILDING CODE PART-VI. 2) IT IS ALSO CERTIFIED THAT THE INSTALLATION OF LIFT SHALL BE COMPLETED BY LIFT MANUFACTURER AS PER ISI STANDARD AND A LICENSED WILL BE OBTAINED FROM LICENSING DEPARTMENT BEFORE OCCUPYING THE BUILDING. LVL.+11.85 M DN. FIRE ESCAPE STAIRCASE OPEN RISERS OPEN TO SKY TERRACE LVL.+10.20 M TERRACE W=1.50M T=0.30M R=0.15M 1.0m HIGH PARAPET 1.0m HIGH PARAPET 1.0m HIGH PARAPET 1.0m HIGH PARAPET KHURRAH KHURRAH KHURRAH KHURRAH W=2.00M T=0.30M R=0.15M GROUND FLOOR PLAN TEACHER’S DORMITORY 3.56m X 8.29m ROOM 3.03m X 3.79m HALL 4.76m X 7.00m ROOM 3.65m x 5.38m FIRST FLOOR PLAN ENTRANCE LOBBY LIFT WELL 1.8X2.67 WC 1.2X1.5 BATH 1.2X1.5 LVL.+5.76M STORE 2.59m x 2.64m TOILET 2.59m x 1.50m LVL.+5.76 M UP \T0.75;W=2.00M T=0.30M R=0.15M DN. DN. LVL.+5.76M W=1.50M T=0.30M R=0.15M DRAWING ROOM 3.96M X 3.50M KITCHEN 2.84M X2.00M TOI. 1.50M x2.70M DINING 2.45M X 2.70M BED ROOM 2.84M X 3.50M AYURVEDA LECTURE HALL 5.64m X 5.05m CLASS ROOM 3.90m X 3.49m TOILET 3.90m X 1.5m UP DN. \T0.75;W=2.00M T=0.30M R=0.15M ASTROLOGY CLASS ROOM 2.48m X 5.09m W.C 2.01X1.34 LIFT WELL 2.01m X 2.0m LOBBY 2.00m WD. 1.0m HIGH RAILING 0.60m WD. SUNSHADE AT L/LVL 0.60m WD. SUNSHADE AT L/LVL 0.60m WD. SUNSHADE AT L/LVL \A1;0.60m WD. SUNSHADE AT L/LVL \W8.90473; \A1;0.60m WD. SUNSHADE \W9.11902; \A1;AT L/LVL 1.50 M WD. PASSAGE CARE-TAKER’S RESIDENCE TEACHER’S FLOOR \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.69048; \A1;W1 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.83333; \A1;W3 \W0.69048; \A1;W1 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.47619; \A1;D1 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.61905; \A1;D3 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.61905; \A1;D3 \W0.64286; \A1;D4 \W0.47619; \A1;D1 \W0.61905; \A1;D2 D/W CUT OUT BELOW UP LVL.+6.45 M DN. FIRE ESCAPE STAIRCASE OPEN RISERS OPEN TO SKY W=2.00M T=0.30M R=0.15M 1.0m HIGH RAILING 2.4M WIDE VERANDAH \W0.83333; \A1;W3 \W0.83333; \A1;W2 \T0.75;W=1.50 M T=0.30 M R=0.15 M UP HALL 14.79m X 12.11m LVL.+6.45 M 2.7m WIDE STAGE KHURRAH DN. 5 5 5 5 5 5 5 5 5 5 LOUNGE 3.56m X 8.29m CLASS ROOM 3.03m X 3.79m HALL 4.76m X 6.88m ROOM 3.65m X 3.92m THIRD FLOOR PLAN ENTRANCE LOBBY LIFT WELL 1.8m X 2.67m WC 1.2X1.5 LVL.+11.89M STORE 2.59m x 2.64m TOILET 2.59m x 1.50m LVL.+11.89M UP \T0.75;W=2.00M T=0.30M R=0.15M DN. CLASS ROOM 3.11m X 3.92m LVL.+11.89M TOI. 1.50M x2.70M LOBBY 2.35M X 2.70M UP DN. \T0.75;W=2.00M T=0.30M R=0.15M CLASS ROOM 2.48m X 5.09m W.C 2.01 X 1.34 LIFT WELL 2.01m X 2.0m LOBBY 2.01m WD. 1.0m HIGH RAILING 0.60m WD. SUNSHADE AT L/LVL 0.60m WD. SUNSHADE AT L/LVL \A1;0.60m WD. SUNSHADE AT L/LVL \W8.90473; \A1;0.60m WD. SUNSHADE \W9.11902; \A1;AT L/LVL 1.50 M WD. PASSAGE \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.69048; \A1;W1 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.83333; \A1;W3 \W0.69048; \A1;W1 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.47619; \A1;D1 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.61905; \A1;D3 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.85714; \A1;W4 \W0.61905; \A1;D2 WC 1.2X1.5 FIRST FLOOR AREA DETAIL- \W8.60481; TOTAL = 8.83 sq.mt \W2.40464; A \W8.50258; 1.80 X 2.67 = 4.81 sq.mt \W1.68299; B \W8.59794; 2.00 X 2.01 = 4.02 sq.mt \W8.10481; DEDUCTIONS- \W7.91237; NET AREA OF FIRST FLOOR – = GR. FLOOR AREA – DEDUCTION \W7.90206; = 750.52 – 8.83 sq.mt \W8.47616; = 741.69 sq.mt \A1; GENT’s TOILET 3.12m x 2.31m LADIES TOILET 3.12m x 1.50m \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 5 5 5 5 5 5 5 5 STILT FLOOR LVL. +0.15M GROUND FLOOR LVL. +2.70M FIRST FLOOR LVL. +6.45M 5 5 5 5 5 5 5 5 5 5 GROUND LVL. ±0.00M STILT FLOOR LVL. +0.15M GROUND FLOOR LVL. +2.70M FIRST FLOOR LVL. +5.76M SECOND FLOOR LVL. +8.82M THIRD FLOOR LVL. +11.89M \A1; DWG. NO.- DATE- DRAWING TITLE- 1 : 100 SCALE- 07- 03 – 2015 OWNER’S SIGN. ARCHITECT’S SIGN. 7/7 \T1.1;SECTIONS ARCHITECT – PROJECT- 7/7 SECTION A-A’ STILT FOR PARKING BATH BATH VOID CORRI- DOR STAGE DISCOURSE HALL TERRACE TERRACE STILT FOR PARKING LVL. +11.85M LVL. +4.35M STILT FOR PARKING CABIN 1 KITCHEN CLASSROOM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 LVL. ±0.0M SECTION B-B’ 5 GROUND FLOOR LVL. +0.60M GROUND LVL. ±0.00M FIRST FLOOR LVL. +4.35M TERRACE LVL. +11.85M GROUND LVL. ±0.00M STILT FLOOR LVL. +0.15M GROUND FLOOR LVL. +2.70M FIRST FLOOR LVL. +5.76M SECOND FLOOR LVL. +8.82M TERRACE LVL. +14.95M <> <> <> <> <> <> 5 5 5 5 5 5 5 5 5 MUMTY T= 0.30 M R= 0.15 M W= 2.0 M W= 0.30 M R= 0.15 M T= 2.0 M 1 9 19 29 40 50 60 90 98 5 5 5 PASSAGE PASSAGE PASSAGE PASSAGE ROOM BATH ROOM STILT FOR PARKING READER ROOM TERRACE BATH WC \W5.10787; KITCHEN \W2.67930; TRIPLE HEIGHT BATH BATH TERRACE 0.60 M WIDE SUNSHADE 0.60 M WIDE SUNSHADE 0.60 M WIDE SUNSHADE 5 5 5 5 5 5 5 5 5 5 sunken sunken sunken sunken LVL. +0.15M LVL. +0.60M LVL. +4.35M LVL. +0.15M LVL. +2.70M LVL. +5.76M LVL. +8.82M LVL. +11.89M LVL. +11.85M \A1;BITUMEN PAINT ON R.C.C SLAB \A1;50MM THK. EXTRUDED POLYSTYRENE INSULATION \A1;P.C.C 1:2:4 (75-100) LAID IN SLOPE \A1;TAPECRETE WATERPROOFING AS PER SPECS. \A1;25MM THK CEMENT MORTAR \A1;20MM THK KOTA STONE \A1;60/75MM THK CEMENT CONCRETE \A1;COPING 70 80 PASSAGE sunken 0.60 M WIDE SUNSHADE ROOM BATH THIRD FLOOR LVL. +11.89M <> SECOND FLOOR LVL. +8.10M 5 5 5 5 5 LVL. +14.95M TERRACE LVL. +14.95M 5 CLASSROOM 5 HALL TERRACE LVL. +10.20M 5 GROUND LVL. ±0.00M \A1;BITUMEN PAINT ON R.C.C SLAB \A1;50MM THK. EXTRUDED POLYSTYRENE INSULATION \A1;P.C.C 1:2:4 (75-100) LAID IN SLOPE \A1;TAPECRETE WATERPROOFING AS PER SPECS. \A1;25MM THK CEMENT MORTAR \A1;20MM THK KOTA STONE \A1;60/75MM THK CEMENT CONCRETE \A1;COPING 5 5 5 5 5 5 5 5 \A1;BITUMEN PAINT ON R.C.C SLAB \A1;50MM THK. EXTRUDED POLYSTYRENE INSULATION \A1;P.C.C 1:2:4 (75-100) LAID IN SLOPE \A1;TAPECRETE WATERPROOFING AS PER SPECS. \A1;25MM THK CEMENT MORTAR \A1;20MM THK KOTA STONE \A1;60/75MM THK CEMENT CONCRETE \A1;COPING TERRACE LVL. +11.85M 2nd FLR. LVL. +8.10M 1st FLR. LVL. +4.35M GR. FLR. LVL. +0.60M 5 5 5 5 sunken sunken 5 LVL. +2.70M LVL. +6.45M LVL. +10.20M STILT FOR PARKING STILT FOR PARKING STILT FOR PARKING STILT FOR PARKING STILT FOR PARKING STILT FOR PARKING 6/7 ELEVATION A ELEVATION C 5 DWG. NO.- DATE- DRAWING TITLE- 1 : 100 SCALE- 07- 03 – 2015 OWNER’S SIGN. ARCHITECT’S SIGN. 6/7 \T1.1;ELEVATIONS ARCHITECT – PROJECT- GROUND LVL. ±0.00M STILT FLOOR LVL. +0.15M GROUND FLOOR LVL. +2.70M FIRST FLOOR LVL. +5.76M SECOND FLOOR LVL. +8.82M THIRD FLOOR LVL. +11.89M 5 5 5 5 STILT FOR PARKING STILT FOR PARKING STILT FOR PARKING DWG. NO.- DATE- DRAWING TITLE- 1 : 100 SCALE- 07- 03 – 2015 NORTH – OWNER’S SIGN. ARCHITECT’S SIGN. 5/7 \T1.1;TERRACE PLAN & ELEVATION ARCHITECT – PROJECT- 5/7 ELEVATION D 5 5 5 TERRACE LVL. +14.95M 5 5 5 5 5 STILT FOR PARKING STILT FOR PARKING GROUND LVL. ±0.00M STILT FLOOR LVL. +0.15M GROUND FLOOR LVL. +2.70M FIRST FLOOR LVL. +5.76M SECOND FLOOR LVL. +8.82M THIRD FLOOR LVL. +11.89M ELEVATION B TERRACE LVL. +14.95M 5 GROUND LVL. ±0.00M STILT FLOOR LVL. +0.15M GROUND FLOOR LVL. +2.70M FIRST FLOOR LVL. +6.45M 5 5 5 5 GROUND LVL. ±0.00M STILT FLOOR LVL. +0.15M GROUND FLOOR LVL. +2.70M FIRST FLOOR LVL. +5.76M SECOND FLOOR LVL. +8.82M THIRD FLOOR LVL. +11.89M 5 5 5 5 5 5 GROUND LVL. ±0.00M STILT FLOOR LVL. +0.15M GROUND FLOOR LVL. +2.70M FIRST FLOOR LVL. +5.76M SECOND FLOOR LVL. +8.82M THIRD FLOOR LVL. +11.89M 5 5 5 5 5 TERRACE LVL. +14.95M 5 TERRACE LVL. +10.20M 5 TERRACE LVL. +14.95M 5 5 \W8.07990; NON-FAR AREA ON STILT FLOOR- \W9.39227; = GR. FLR. AREA – 3a = 750.52 – 132.99 = 617.53 sqmt \A1;AFRICA AVE. ROAD \A1;SECT-2 \A1;SECT-1 \A1;SECT-4 \A1;SECT-3 \A1;BHIKAJI CAMA PLACE \A1;VIVEKANAND MARG \A1;SR. VENKATESHWARA MANDIR MARG SITE IN QUESTION PART LAYOUT PLAN OF R.K. PURAM \A1;W4 \W0.83333; \A1;W3 \W8.81153; COVERED AREA ON STILT FLOOR (FAR)- \W8.80896; = 3a = 10.58 x 12.57 = 132.99 sqmt TERRACE PLAN DN. \T0.75;W=2.00M T=0.30M R=0.15M LIFT MACHINE ROOM as per ISI STANDARD UP LVL.+14.95 M TERRACE LVL.+14.95 M TERRACE KHURRAH KHURRAH KHURRAH KHURRAH KHURRAH LIFT MACHINE ROOM as per ISI STANDARD \T0.75;W=2.00M T=0.30M R=0.15M DN. UP TERRACE LVL.+14.95 M TERRACE KHURRAH KHURRAH LVL.+14.95 M KHURRAH KHURRAH OVERHEAD WATER STORAGE TANKS 1000 LTRS. CAPACITY EACH \W0.69048; \A1;W1 \W0.47619; \A1;D1 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.47619; \A1;D1 \W0.83333; \A1;W3 \T0.9;W=0.9M T=0.25M R=0.19M \T0.9;W=0.9M T=0.25M R=0.19M 5 5 5 5 5 5 5 5 5 5 5 \W0.69048; \A1;W1 \LSANITARY CALCULATIONS-CALCULATIONS- \W0.90000x;TOTAL OCCUPANT LOAD IN THE BUILDING = 800 nos. NO. OF MEN = 400 nos. NO. OF WOMEN = 400 nos. S.No. FITMENT REQUIRED \W1.69214; for \W1.69214; men PROPOSED \W1.69214; for \W1.69214; men REQUIRED \W1.69214; for \W1.69214; women PROPOSED \W1.69214; for \W1.69214; women 1. W.C. 2. WASH BASIN 3. URINAL 4. ABLUTION TAP 10 12 10 12 10 12 16 – (1 per 100 upto 400) 04 \W1.06416; (1 per \W1.06416; 25) 16 (1 in each \W2.42857; W.C) 04 10 (1 in each W.C) 10 – (1 per 200) 02 (3 per 100 upto 200) (1 per 200) 02 LVL.+ 16.45 M LVL.+ 16.45 M 4.43M \W0.61905; \A1;D3 \W0.61905; \A1;D3 BED ROOM 3.96M X 3.30M \W0.61905; \A1;D3 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.61905; \A1;V1 \W0.85714; \A1;W4 5 \W0.61905; \A1;D3 CLASSROOM 3.96M X 3.304M \A1;D3 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.61905; \A1;D2 \W0.61905; \A1;D3 CLASSROOM 2.84M X 5.60M \W0.61905; \A1;D3 CLASSROOM 3.96M X 3.304M \A1;D3 \W0.85714; \A1;W4 \W0.85714; \A1;W4 CLASSROOM 3.96M X 3.50M \W0.85714; \A1;W4 TOILET 3.90m X 1.5m 0.60m WD. SUNSHADE AT L/LVL \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.61905; \A1;V1 \W0.85714; \A1;W4 CLASS ROOM 3.90m X 3.49m LECTURE HALL 5.64m X 5.05m \W0.85714; \A1;W4 5 \W0.85714; \A1;W4 \W0.85714; \A1;W4 PASS- AGE PASS- AGE PASS- AGE PASS- AGE \W0.85714; \A1;W4 \W0.85714; \A1;W4 5 \W0.85714; \A1;W4 D/W DISCOURSE HALL 13.21M X 12.11M STAGE 5.31m X 9.38m KITCHEN BELOW UP UP \T0.75;W=2.00M T=0.30M R=0.15M LVL.+2.70 M STUDENT’S LOUNGE 3.56m x 8.29m ROOM 3.03m x 3.79m STORE 2.59m x 2.64m ENTRANCE LOBBY 2.62m x 2.77m HALL 4.76m X 7.00m ROOM 3.65m x 5.38m OFFICE 3.96M X 6.35M CABIN 1 2.84M X 5.60M TOI. 1.50M x2.70M PATIENTS’ WARD 5.64m X 5.05m DOCTOR’S ROOM 3.90m X 3.49m LVL.+2.70 M WC 1.2×1.5 BATH 1.2X1.5 LIFT WELL 1.80 x 2.67 BATH 4.80m X 1.50m LVL.+2.70 M LVL.+2.70 M LVL.+2.70 M TOILET 2.59m x 1.50m TOILET 3.90m X 1.5m DN. GENT’s TOILET 3.12m x 2.31m LADIES TOILET 3.12m x 1.50m \T0.75;W=2.00M T=0.30M R=0.15M UP DN. DN. \T0.75;W=2.00M T=0.30M R=0.15M OFFICE 2.48m X 5.09m W.C 2.01 X 1.34 LIFT WELL 2.01m X 2.0m LOBBY 2.00m WD. \W7.52381; 1.0m HIGH \W7.61905; RAILING 0.60m WD. SUNSHADE AT L/LVL 0.60m WD. SUNSHADE AT L/LVL 0.60m WD. SUNSHADE AT L/LVL \A1;0.60m WD. SUNSHADE AT L/LVL \W8.90473; \A1;0.60m WD. SUNSHADE \W9.11902; \A1;AT L/LVL DN. LOCKER 3.59m X 2.62m FIRE ESCAPE STAIRCASE OPEN RISERS OPEN TO SKY W=2.00M T=0.30M R=0.15M LVL.+4.35 M 1.0m HIGH RAILING 1.50 M WD. PASSAGE 2.4M WIDE VERANDAH \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.61905; \A1;V1 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.69048; \A1;W1 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.83333; \A1;W3 \W0.83333; \A1;W2 \W0.83333; \A1;W2 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.83333; \A1;W3 \W0.69048; \A1;W1 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 UP \T0.75;W=1.50 M T=0.30 M R=0.15 M MEDICAL BLOCK ADMINISTRATIVE BLOCK STUDENT’S FLOOR UP \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.61905; \A1;D3 \W0.47619; \A1;D1 \W0.64286; \A1;D4 \W0.47619; \A1;D1 \W0.47619; \A1;D1 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.64286; \A1;D4 \W0.61905; \A1;D3 \W0.64286; \A1;D4 \W0.61905; \A1;D2 \W0.61905; \A1;D3 \W0.47619; \A1;D1 \W0.61905; \A1;D2 \W0.61905; \A1;D2 \W0.64286; \A1;D4 \W0.64286; \A1;D4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A’ B B’ 5 5 5 5 5 5 5 5 5 \W0.85714; \A1;W4 5 \W0.69048; \A1;W1 LVL. +2.55 M LVL.+2.70 M 5 5 \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.61905; \A1;D3 \W0.61905; \A1;D3 CABIN 2 3.96M X 3.30M 1.0 M WIDE PASSAGE \W0.85714; \A1;W4 \W0.85714; \A1;W4 \W0.85714; \A1;W4 5 PASSAGE ABOVE 5 1.0 M WIDE PASSAGE 1.0 M WIDE PASSAGE 1.0 M WIDE PASSAGE 5 5 5 5 1.0m HIGH PARAPET 1.0m HIGH PARAPET 1.0m HIGH PARAPET 1.0m HIGH PARAPET 1.0m HIGH PARAPET LVL.+0.60 M LVL.+0.60 M LVL.+0.60 M