CONTENTS OF THE SHEET BUILDING NO. 4 WING - A3 & A2 SHEET NO. 5/8 TYPICAL REFUGE FLOOR 8TH, 15TH & 22ND WING - A3 TYPICAL REFUGE FLOOR CALCULATION WING -A2 P CA R AREA AGRA CA C A R G A3 A2 TYPICAL REFUGE FLOOR 8TH,15TH & 22ND P CA RE GE AREA AGRA CA C A R G A3 A2 BUILT UP AREA CALCULATION RE GE AREA RE R E S A E E R G A3 A2 A 32.75 X 29.18 X 1 NO = 955.65 SQ.MT. A 33.95 X 25.05 X 1 NO = 850.45 SQ.MT. * REQUIRED REFUGE AREA STATEMENT 8TH, 15TH & 22ND FLOOR WING - A3 TOTAL ADDITION = 955.65 SQ.MT. X TOTAL ADDITION = 850.45 SQ.MT. X TYPICAL FLOOR BUA X ( 9th TO 14th ), ( 16th TO 21st ) & ( 23rd TO 28th ) + REFUGE FLOOR BUA X 4% STANDARD DEDUCTIONS DEDUCTIONS = 453.36 SQ.MT. X 6 NOS + 330.27 SQ.MT. X 4% = 2720.16 + 330.27 SQ.MT. X 4% 1 3.40 X 1.62 X 2 NOS = 11.02 SQ.MT. 1 3.18 X 1.02 X 2 NOS = 6.49 SQ.MT. = 3050.43 SQ.MT. X 4% * REQUIRED REFUGE AREA STATEMENT 8TH, 15TH & 22ND FLOOR WING - A2 2 5.83 X 0.73 X 2 NOS = 8.51 SQ.MT. 2 3.40 X 1.02 X 4 NOS = 13.87 SQ.MT. = 122.02 SQ.MT. TYPICAL FLOOR BUA X ( 9th TO 14th ), ( 16th TO 21st ) & ( 23rd TO 28th ) + REFUGE FLOOR BUA X 4% 3 6.10 X 0.15 X 4 NOS = 3.66 SQ.MT. 3 1.30 X 0.20 X 1 NO = 0.26 SQ.MT. REQUIRED MIN. REFUGE AREA 4% = 122.02 SQ.MT. = 484.99 SQ.MT. X 6 NOS + 353.59 SQ.MT. X 4% 4 1.55 X 1.65 X 1 NO = 2.56 SQ.MT. PERMISSIBLE MAX. REFUGE AREA 4.25% = 129.64 SQ.MT. = 2909.94 + 353.59 SQ.MT. X 4% 4 1.15 X 0.65 X 1 NO = 0.75 SQ.MT. = 3263.53 SQ.MT. X 4% 5 1.12 X 2.25 X 1 NO = 2.52 SQ.MT. PROPOSED REFUGE AREA ON FLOOR = 123.09 SQ.MT. 5 4.30 X 1.05 X 1 NO = 4.52 SQ.MT. = 130.54 SQ.MT. 6 0.95 X 2.65 X 1 NO = 2.52 SQ.MT. EXCESS REFUGE AREA COUNTED IN F.S.I. (123.09 - 122.02) = 1.07 SQ.MT. 6 1.15 X 4.45 X 1 NO = 5.12 SQ.MT. REQUIRED MIN. REFUGE AREA 4% = 130.54 SQ.MT. 7 9.37 X 3.10 X 2 NOS = 58.09 SQ.MT. 7 7.75 X 4.18 X 1 NO = 32.40 SQ.MT. PERMISSIBLE MAX. REFUGE AREA 4.25% = 138.70 SQ.MT. 8 6.70 X 0.20 X 2 NOS = 2.68 SQ.MT. 8 5.30 X 2.47 X 1 NO = 13.09 SQ.MT. PROPOSED REFUGE AREA ON FLOOR = 131.33 SQ.MT. 9 6.85 X 6.10 X 2 NOS = 83.57 SQ.MT. 9 3.13 X 3.50 X 2 NOS = 21.91 SQ.MT. EXCESS REFUGE AREA COUNTED IN F.S.I. (131.33 - 130.54) = 0.79 SQ.MT. 29.18 10 2.08 X 4.50 X 1 NO = 9.36 SQ.MT. 10 7.67 X 3.40 X 2 NOS = 52.16 SQ.MT. 0.20 2.38 4.35 1.02 0.73 1.65 2.65 3.10 0.20 6.10 3.40 3.40 11 9.10 X 2.48 X 2 NOS = 45.14 SQ.MT. 11 9.08 X 3.40 X 1 NO = 30.87 SQ.MT. 11a 9.07 X 3.40 X 1 NO = 30.84 SQ.MT. 12 3.80 X 1.03 X 2 NOS = 7.83 SQ.MT. 3 0.95 6 1.30 1.55 4 13 0.68 X 5.16 X 2 NOS = 7.02 SQ.MT. 12 5.90 X 3.18 X 1 NO = 18.76 SQ.MT. 16 3.18 1.12 5 8 14 4.08 X 1.62 X 2 NOS = 13.22 SQ.MT. 13 3.85 X 2.65 X 1 NO = 10.20 SQ.MT. 3.40 1 14 2.00 X 5.45 X 1 NO = 10.90 SQ.MT. 2.25 15 3.05 X 0.55 X 2 NOS = 3.36 SQ.MT. 2 1.68 SR 6.10 0.15 6.10 0.15 15 1.45 X 4.50 X 1 NO = 6.53 SQ.MT. 16 6.40 X 2.83 X 1 NO = 18.11 SQ.MT. 6.70 6.85 3 3 0.97 5.83 9 7.67 10 11 2 1.02 2 1.02 17 2.17 X 1.85 X 1 NO = 4.01 SQ.MT. 16 3.40 X 2.38 X 2 NOS = 16.18 SQ.MT. 1.31 1 1.62 1 1.62 7 9.08 3.40 3.40 18 2.70 X 2.25 X 1 NO = 6.08 SQ.MT. 17 3.30 X 0.97 X 2 NOS = 6.40 SQ.MT. 2.08 SL 9.37 3.30 17 3.40 3.40 18 6.20 X 0.15 X 2 NOS = 1.86 SQ.MT. 4.50 7 4.18 19 1.58 X 0.20 X 2 NOS = 0.63 SQ.MT. STAIRCASE AREA CALCULATION 19 3.07 X 2.19 X 2 NOS = 13.45 SQ.MT. 20 5.30 X 2.47 X 1 NO = 13.09 SQ.MT. TYPICAL REFUGE FLOOR 8TH,15TH,22ND & 29TH 20 0.31 X 1.64 X 1 NO = 0.51 SQ.MT. 21 2.95 X 1.75 X 1 NO = 5.16 SQ.MT. SL1 ST1 4.05 X 4.50 X 1 NO = 18.23 SQ.MT. 0.15 21 1.25 X 1.42 X 1 NO = 1.78 SQ.MT. 3.55 7.75 SERVENT TOILET = 2.20 SQ.MT. ST2 0.68 X 4.35 X 2 NOS = 5.92 SQ.MT. 22 0.40 X 2.30 X 2 NOS = 1.84 SQ.MT. TOTAL DEDUCTION = 241.55 SQ.MT. Y1 4.35 ST3 1.88 X 4.20 X 2 NOS = 15.79 SQ.MT. 23 1.00 X 1.43 X 2 NOS = 2.86 SQ.MT. 1.45 2.70 3.10 REFUGE AREA CALCULATION ST4 0.60 X 1.45 X 2 NOS = 1.74 SQ.MT. 6 4.45 24 0.60 X 1.23 X 2 NOS = 1.48 SQ.MT. 6.20 18 SL3 0.93 SL2 TYPICAL REFUGE FLOOR 8TH,15TH & 22ND 1.53 2.30 ST5 3.85 X 4.50 X 1 NO = 17.33 SQ.MT. TOTAL DEDUCTION = 373.82 SQ.MT. Y1 0.40 22 R1 2.15 X 0.85 X 1 NO = 1.83 SQ.MT. TOTAL STAIRCASE AREA = 59.01 SQ.MT. Y4 4.35 R2 2.48 X 0.80 X 1 NO = 1.98 SQ.MT. TOTAL CONSTRUCTION AREA = ( X - Y1 ) = 581.83 SQ.MT. Y2 9 3.50 1.15 9 3.50 LIFT LOBBY AREA CALCULATION R3 6.40 X 6.25 X 1 NO = 40.00 SQ.MT. 20 2.47 5 1.05 8 2.47 4.30 TYPICAL REFUGE FLOOR 8TH,15TH & 22ND SERVENT TOILET AREA R4 2.95 X 0.80 X 1 NO = 2.36 SQ.MT. 0.25 1.43 0.15 0.20 3.13 5.30 D2 0.65 4 0.65 D2 0.65 3.13 LL1 2.00 X 1.40 X 1 NO = 2.80 SQ.MT. SR 1.68 X 1.31 X 1 NO = 2.20 SQ.MT. Y3 2.19 LL5 19 R5 4.67 X 3.55 X 1 NO = 16.58 SQ.MT. 5.30 23 1.00 1.17 1.15 1.18 1.58 LL2 2.15 X 1.80 X 1 NO = 3.87 SQ.MT. R10 SL5 1.23 LL3 0.90 3.50 LL3 0.90 R6 0.30 X 0.55 X 1 NO = 0.17 SQ.MT. 2.65 3.07 4.50 LL4 2.15 STAIRCASE, LIFT & LIFT LOBBY AREA CALCULATION 19 24 2.80 L4 1.20 1.20 2.25 18 LL3 1.20 X 0.90 X 2 NOS = 2.16 SQ.MT. 2.30 R7 0.20 X 3.38 X 1 NO = 0.64 SQ.MT. D1 A D3 2.30 0.60 3.86 1.80 1.80 LL4 6.80 X 2.15 X 1 NO = 14.62 SQ.MT. 25.05 4.50 4.50 4.20 LL2 6.80 LL6 4.20 4.50 2.70 SL 2.08 X 4.50 X 1 NO = 9.36 SQ.MT. 0.55 10 ST5 ST2 4.35 ST3 ST3 ST2 4.35 ST1 R8 6.10 X 3.23 X 1 NO = 19.70 SQ.MT. 2.50 19 32.75 10.95 11.25 32.75 0.45 2.15 2.15 0.45 0.31 20 1.25 R9 1.25 21 6.65 9.00 2.00 SL10 2.00 14 3.85 13 12 5.90 1.58 LL5 3.50 X 0.15 X 1 NO = 0.53 SQ.MT. SL1 3.55 X 4.35 X 2 NOS = 30.89 SQ.MT. 0.20 R9 3.40 X 2.36 X 1 NO = 8.02 SQ.MT. R11 4.06 L3 1.95 SL2 0.98 X 2.70 X 2 NOS = 5.29 SQ.MT. 1.64 3.35 1.70 LL8 ST4 1.45 LL1 1.40 LL7 1.40 ST4 1.45 1.85 17 LL6 2.15 X 1.80 X 1 NO = 3.87 SQ.MT. 1.42 R10 3.40 X 1.76 X 1 NO = 5.98 SQ.MT. 2.00 6.80 2.00 0.60 1.87 19 SL6 SL7 SL8 SL9 5.45 2.65 2.07 2.50 3.85 0.68 LL7 2.00 X 1.40 X 1 NO = 2.80 SQ.MT. SL3 1.53 X 1.45 X 2 NOS = 4.44 SQ.MT. 3.07 0.15 24 R11 3.13 X 3.40 X 1 NO = 10.64 SQ.MT. 2.70 R8 0.68 1.87 0.60 L1 0.85 1.00 L1 0.85 R1 0.85 R2 0.80 4.05 2.18 L2 LL8 2.50 X 1.70 X 1 NO = 4.25 SQ.MT. 0.60 1.23 SL4 4.37 X 4.50 X 1 NO = 19.67 SQ.MT. 1.00 23 1.00 3.18 1.78 2.95 1.78 1.78 2.15 2.47 R12 5.30 X 4.42 X 1 NO = 23.43 SQ.MT. 0.25 2.19 5.63 11 2.47 11 2.47 TOTAL LIFT LOBBY AREA = 34.90 SQ.MT. Y5 SL5 1.25 X 0.15 X 1 NO = 0.19 SQ.MT. R5 0.85 TOTAL REFUGE AREA = 131.33 SQ.MT. Y2 0.20 1.43 21 1.75 E.D & F.D AREA CALCULATION SL6 6.65 X 0.85 X 1 NO = 5.65 SQ.MT. 0.97 0.25 9.10 TOTAL BUILT UP AREA [X - (Y1+Y2)] = 477.52 SQ.MT. X1 0.90 2.15 R7 2.95 9.10 TYPICAL REFUGE FLOOR 8TH,15TH & 22ND SL7 10.95 X 1.40 X 1 NO = 15.33 SQ.MT. 12 1.03 R4 0.80 12 1.03 LIFT AREA CALCULATION 6.49 1.40 1.80 4.35 2.95 D1 0.45 X 2.30 X 1 NO = 1.04 SQ.MT. SL8 11.25 X 1.80 X 1 NO = 20.25 SQ.MT. 3.80 6.25 3.80 TYPICAL REFUGE FLOOR 8TH,15TH & 22ND 18 R3 SL3 22 D2 1.18 X 0.65 X 2 NOS = 1.53 SQ.MT. SL9 9.00 X 0.90 X 1 NO = 8.10 SQ.MT. L1 1.78 X 0.90 X 2 NOS = 3.20 SQ.MT. 1.53 2.30 4.42 6.20 6.20 0.98 R12 D3 0.45 X 2.30 X 1 NO = 1.04 SQ.MT. 1.00 X 0.20 X 2 NOS = 0.40 SQ.MT. SL2 3.55 3.40 L2 2.95 X 1.00 X 1 NO = 2.95 SQ.MT. R5 R11 R4 1.45 2.70 TOTAL E.D & F.D AREA = 3.61 SQ.MT. Y6 SL10 2.00 X 3.35 X 1 NO = 6.70 SQ.MT. 3.10 13 5.16 13 5.16 L3 6.80 X 1.95 X 1 NO = 13.26 SQ.MT. R6 9.75 5.08 0.55 0.55 0.55 TOTAL STAIRCASE, LIFT & LOBBY = 126.27 SQ.MT. Y4 R3 SL1 4.67 6.40 5.30 3.13 L4 2.50 X 2.80 X 1 NO = 7.00 SQ.MT. NET BUILT UP AREA = 353.59 SQ.MT. 3.55 15 R6 15 0.15 TOTAL LIFT AREA = 26.41 SQ.MT. Y3 [X1 - (Y3+Y4+Y5+Y6)] 3.05 0.30 3.05 0.82 1.22 4.35 R10 1.76 REFUGE AREA CALCULATION 2.36 6.44 R9 0.68 3.38 3.23 3.40 0.68 R 3.18 X 4.35 X 1 NO = 13.83 SQ.MT. 0.19 16 R7 2.83 R8 TYPICAL FLOOR AREA CALCULATION WING - A2 3.40 R1 2.65 X 5.37 X 1 NO = 14.23 SQ.MT. 14 1.61 14 1.61 TYPICAL FLOOR 1ST TO 7TH,9TH TO 14TH,16TH TO 21ST,23RD TO 28TH 3.30 17 2 1.02 0.15 0.15 2 1.02 & 30TH TO 34TH 9.37 6.10 R2 2.43 X 0.19 X 1 NO = 0.46 SQ.MT. 2.43 2.65 R1 9.07 3 0.20 3 A 33.95 X 25.05 X 1 NO = 850.45 SQ.MT. 5.83 SL4 11a R3 9.75 X 1.22 X 1 NO = 11.90 SQ.MT. R2 7 7.67 4.37 0.97 5.37 10 TOTAL ADDITION = 850.45 SQ.MT. X 6.70 6.85 9 R4 6.20 X 0.82 X 1 NO = 5.08 SQ.MT. 2 DEDUCTIONS R5 0.25 X 0.97 X 1 NO = 0.24 SQ.MT. 3.40 4.50 1 3.40 X 1.62 X 2 NOS = 11.02 SQ.MT. R6 5.08 X 6.44 X 1 NO = 32.72 SQ.MT. 16 R 3.18 1 2 3.40 X 1.02 X 4 NOS = 13.87 SQ.MT. R7 2.15 X 6.49 X 1 NO = 13.95 SQ.MT. 1.45 15 8 3 6.10 X 0.15 X 4 NOS = 3.66 SQ.MT. 1.68 R8 2.70 X 5.63 X 1 NO = 15.20 SQ.MT. 4 1.15 X 0.65 X 1 NO = 0.75 SQ.MT. R9 1.25 X 4.06 X 1 NO = 5.08 SQ.MT. 2.38 4.35 1.02 0.73 4.50 3.10 0.20 6.10 3.40 3.40 4.08 3.40 6.10 6.40 6.10 3.40 4.08 5 4.30 X 1.05 X 1 NO = 4.52 SQ.MT. 2.17 1 R10 2.65 X 3.86 X 1 NO = 10.23 SQ.MT. 29.18 33.95 1.00 6 1.15 X 4.45 X 1 NO = 5.12 SQ.MT. R11 0.31 X 0.55 X 1 NO = 0.17 SQ.MT. 3 0.93 BUILT-UP AREA LINE DIAGRAM FOR 8TH, 15TH & 22ND TYPICAL REFUGE FLOOR FOR WING - A3 BUILT-UP AREA LINE DIAGRAM FOR 8TH, 15TH & 22ND TYPICAL REFUGE FLOOR FOR WING - A2 7 7.75 X 4.18 X 1 NO = 32.40 SQ.MT. TOTAL REFUGE AREA = 123.09 SQ.MT. Y5 SCALE - 1:100 SCALE - 1:100 8 5.30 X 2.47 X 1 NO = 13.09 SQ.MT. 2.53 2 0.15 NET BUILT-UP AREA PER FLOOR = ( Y2 - Y3 - Y4 - Y5 ) = 330.27 SQ.MT. 4 1.95 9 3.13 X 3.50 X 2 NOS = 21.91 SQ.MT. 5 0.92 TYPICAL FLOOR 1ST TO 7TH, 9TH TO 14TH,16TH 10 2.07 X 4.50 X 1 NO = 9.32 SQ.MT. 1.82 4.12 29.18 TO 21ST, 23RD TO 28TH, 30TH & 31ST WING - A3 0.20 11 9.10 X 2.48 X 2 NOS = 45.14 SQ.MT. E AREA AGRA P C E ERRACE 2.38 4.35 1.02 0.73 1.65 2.65 3.10 0.20 6.10 3.40 3.40 12 3.80 X 1.03 X 2 NOS = 7.83 SQ.MT. SCA E 1 100 BUILT UP AREA CALCULATION 13 0.68 X 5.16 X 2 NOS = 7.02 SQ.MT. 3 0.95 6 A 32.75 X 29.18 X 1 NO = 955.65 SQ.MT. 1.30 1.55 4 14 4.08 X 1.62 X 2 NOS = 13.22 SQ.MT. TOTAL ADDITION = 955.65 SQ.MT. X 16 3.18 1.12 5 8 POCKET TERRACE AREA 3.40 1 15 3.05 X 0.55 X 2 NOS = 3.36 SQ.MT. STANDARD DEDUCTIONS GROUND FLOOR 2.25 16 6.40 X 2.83 X 1 NO = 18.11 SQ.MT. 1 3.18 X 1.02 X 2 NOS = 6.49 SQ.MT. 2 1.68 SR 6.10 0.15 6.10 0.15 1 1.68 X 2.17 X 1 NO = 3.65 SQ.MT. 17 2.18 X 1.85 X 1 NO = 4.03 SQ.MT. 6.70 6.85 3 3 2 5.83 X 0.73 X 2 NOS = 8.51 SQ.MT. 2 1.82 X 2.53 X 1 NO = 4.60 SQ.MT. 0.97 5.83 9 7.67 10 11 2 1.02 2 1.02 18 2.70 X 2.25 X 1 NO = 6.08 SQ.MT. 1.31 1 1.62 1 1.62 3 1.30 X 0.20 X 1 NO = 0.26 SQ.MT. 3 1.00 X 0.93 X 1 NO = 0.93 SQ.MT. 7 9.08 3.40 3.40 2.08 SL 9.37 19 1.58 X 0.20 X 2 NOS = 0.63 SQ.MT. 4 1.55 X 1.65 X 1 NO = 2.56 SQ.MT. 3.30 17 3.40 3.40 4 4.12 X 1.95 X 1 NO = 8.03 SQ.MT. 4.50 7 4.18 20 5.30 X 2.47 X 1 NO = 13.09 SQ.MT. 5 1.12 X 2.25 X 1 NO = 2.52 SQ.MT. 5 0.15 X 0.92 X 1 NO = 0.14 SQ.MT. 21 2.95 X 1.75 X 1 NO = 5.16 SQ.MT. 6 0.95 X 2.65 X 1 NO = 2.52 SQ.MT. TOTAL LIFT AREA = 17.35 SQ.MT. SERVENT TOILET = 2.20 SQ.MT. SL1 7 9.37 X 3.10 X 2 NOS = 58.09 SQ.MT. 0.15 3.55 7.75 TOTAL DEDUCTION = 241.53 SQ.MT. Y1 8 6.70 X 0.20 X 2 NOS = 2.68 SQ.MT. TOTAL BUILT UP AREA [X - Y1] = 608.92 SQ.MT. X1 9 6.85 X 6.10 X 2 NOS = 83.57 SQ.MT. 4.35 1.45 2.70 3.10 10 7.67 X 3.40 X 2 NOS = 52.16 SQ.MT. 6 4.45 LIFT AREA CALCULATION 6.20 18 SL3 0.93 SL2 11 9.08 X 3.40 X 1 NO = 30.87 SQ.MT. 1.53 2.30 TYPICAL FLOOR 1ST TO 7TH,9TH TO 14TH,16TH TO 21ST,23RD TO 28TH 0.40 22 & 30TH TO 34TH 11a 9.07 X 3.40 X 1 NO = 30.84 SQ.MT. L1 1.78 X 0.90 X 2 NOS = 3.20 SQ.MT. 4.35 12 5.90 X 3.18 X 1 NO = 18.76 SQ.MT. 9 3.50 1.15 9 3.50 L2 2.95 X 1.00 X 1 NO = 2.95 SQ.MT. 20 2.47 5 1.05 8 2.47 13 3.85 X 2.65 X 1 NO = 10.20 SQ.MT. 4.30 L3 6.80 X 1.95 X 1 NO = 13.26 SQ.MT. 0.25 1.43 0.15 0.20 14 2.00 X 5.45 X 1 NO = 10.90 SQ.MT. 3.13 5.30 D2 0.65 4 0.65 D2 0.65 3.13 L4 2.50 X 2.80 X 1 NO = 7.00 SQ.MT. 2.19 LL5 5.30 19 23 1.00 1.17 1.15 1.18 1.58 15 1.45 X 4.50 X 1 NO = 6.53 SQ.MT. SL5 1.23 LL3 0.90 3.50 LL3 0.90 TOTAL LIFT AREA = 26.41 SQ.MT. Y2 3.07 4.50 LL4 2.15 16 3.40 X 2.38 X 2 NOS = 16.18 SQ.MT. 19 24 2.80 L4 1.20 1.20 2.25 18 D1 2.30 A D3 2.30 STAIRCASE AREA CALCULATION 17 3.30 X 0.97 X 2 NOS = 6.40 SQ.MT. 0.60 1.80 1.80 25.05 4.50 4.50 4.20 LL2 6.80 LL6 4.20 4.50 2.70 10 ST5 ST2 4.35 ST3 ST3 ST2 4.35 ST1 TYPICAL FLOOR 1ST TO 7TH,9TH TO 14TH,16TH TO 21ST,23RD TO 28TH 2.50 19 32.75 10.95 11.25 32.75 0.45 2.15 2.15 0.45 18 6.20 X 0.15 X 2 NOS = 1.86 SQ.MT. 0.31 20 1.25 21 6.65 9.00 2.00 SL10 2.00 14 3.85 13 12 5.90 1.58 & 30TH TO 34TH 0.20 L3 1.95 ST1 4.05 X 4.50 X 1 NO = 18.23 SQ.MT. 19 3.07 X 2.19 X 2 NOS = 13.45 SQ.MT. 1.64 3.35 1.70 LL8 ST4 1.45 LL1 1.40 LL7 1.40 ST4 1.45 1.85 17 1.42 2.00 6.80 2.00 0.60 1.87 ST2 0.68 X 4.35 X 2 NOS = 5.92 SQ.MT. 20 0.31 X 1.64 X 1 NO = 0.51 SQ.MT. 19 SL6 SL7 SL8 SL9 5.45 2.65 2.07 2.50 3.85 0.68 3.07 0.15 24 0.68 1.87 0.60 L1 0.85 1.00 L1 0.85 4.05 2.18 ST3 1.88 X 4.20 X 2 NOS = 15.79 SQ.MT. 21 1.25 X 1.42 X 1 NO = 1.78 SQ.MT. L2 0.60 1.23 1.00 23 1.00 3.18 1.78 2.95 1.78 22 0.40 X 2.30 X 2 NOS = 1.84 SQ.MT. 0.25 2.19 11 2.47 11 2.47 ST4 0.60 X 1.45 X 2 NOS = 1.74 SQ.MT. 0.85 0.20 1.43 21 1.75 ST5 3.85 X 4.50 X 1 NO = 17.33 SQ.MT. 23 1.00 X 1.43 X 2 NOS = 2.86 SQ.MT. 9.10 0.90 TOTAL STAIRCASE AREA = 59.01 SQ.MT. Y3 24 0.60 X 1.23 X 2 NOS = 1.48 SQ.MT. 2.95 9.10 12 1.03 12 1.03 TOTAL DEDUCTION = 373.82 SQ.MT. Y1 1.40 1.80 4.35 3.80 3.80 LIFT LOBBY AREA CALCULATION 18 TOTAL CONSTRUCTION AREA = ( X - Y1 ) = 581.83 SQ.MT. Y2 SL3 22 TYPICAL FLOOR 1ST TO 7TH,9TH TO 14TH,16TH TO 21ST,23RD TO 28TH 1.53 2.30 6.20 0.98 SL2 & 30TH TO 34TH LL1 2.00 X 1.40 X 1 NO = 2.80 SQ.MT. SERVENT TOILET AREA 1.45 2.70 3.10 13 5.16 13 5.16 LL2 2.15 X 1.80 X 1 NO = 3.87 SQ.MT. SR 1.68 X 1.31 X 1 NO = 2.20 SQ.MT. Y3 SL1 0.55 0.55 DESCRIPTION OF PROPOSAL & PROPERTY LL3 1.20 X 0.90 X 2 NOS = 2.16 SQ.MT. 3.55 15 15 STAIRCASE, LIFT & LIFT LOBBY AREA CALCULATION 0.15 3.05 3.05 LL4 6.80 X 2.15 X 1 NO = 14.62 SQ.MT. PROPOSED TO ALLOW CHANGE OF USER FROM INDUSTRIAL ZONE ( I ) TO RESIDENTIAL ZONE ( R )/ 4.35 COMMERCIAL ZONE ( C ) ON PLOT BEARING C.T.S. NO. 67(PT.), 67A, 67/1 TO 5, & 67/9 TO 18, SL 2.08 X 4.50 X 1 NO = 9.36 SQ.MT. LL5 3.50 X 0.15 X 1 NO = 0.53 SQ.MT. 0.68 0.68 67/22 TO 25, 67/29 TO 39 & 67/41 OF VILLAGE - VIKHROLI, L. B. S. ROAD, VIKHROLI (W), MUMBAI. 16 2.83 SL1 3.55 X 4.35 X 2 NOS = 30.89 SQ.MT. LL6 2.15 X 1.80 X 1 NO = 3.87 SQ.MT. 1.61 1.61 SL2 0.98 X 2.70 X 2 NOS = 5.29 SQ.MT. 3.30 17 14 2 1.02 0.15 0.15 2 1.02 14 LL7 2.00 X 1.40 X 1 NO = 2.80 SQ.MT. NAME, ADDRESS OF DEVELOPER SIGNATURE 9.37 9.07 3 3 SL3 1.53 X 1.45 X 2 NOS = 4.44 SQ.MT. 5.83 SL4 7.67 11a LL8 2.50 X 1.70 X 1 NO = 4.25 SQ.MT. Macrotech Developers Limited 0.97 4.37 7 10 SL4 4.37 X 4.50 X 1 NO = 19.67 SQ.MT. 6.70 6.85 9 TOTAL LIFT LOBBY AREA = 34.90 SQ.MT. Y4 2 9TH FLOOR, LODHA EXCELUS, N. M. JOSHI MARG SL5 1.25 X 0.15 X 1 NO = 0.19 SQ.MT. E.D & F.D AREA CALCULATION MAHALAKSHMI, MUMBAI 400 011 SL6 6.65 X 0.85 X 1 NO = 5.65 SQ.MT. TYPICAL FLOOR 1ST TO 7TH,9TH TO 14TH,16TH TO 21ST,23RD TO 28TH 3.40 3.18 4.50 & 30TH TO 34TH 16 1 SL7 10.95 X 1.40 X 1 NO = 15.33 SQ.MT. D1 0.45 X 2.30 X 1 NO = 1.04 SQ.MT. NAME AND ADDRESS OF LICENSED SURVEYOR (L.S.) SIGNATURE 1.45 15 SL8 11.25 X 1.80 X 1 NO = 20.25 SQ.MT. 8 D2 1.18 X 0.65 X 2 NOS = 1.53 SQ.MT. SL9 9.00 X 0.90 X 1 NO = 8.10 SQ.MT. D3 0.45 X 2.30 X 1 NO = 1.04 SQ.MT. 2.38 4.35 1.02 0.73 4.50 3.10 0.20 6.10 3.40 3.40 4.08 3.40 6.10 6.40 6.10 3.40 4.08 1.00 X 0.20 X 2 NOS = 0.40 SQ.MT. TOTAL E.D & F.D AREA = 3.61 SQ.MT. Y5 29.18 33.95 SL10 2.00 X 3.35 X 1 NO = 6.70 SQ.MT. S P A C E A G E B-106, Natraj Building, TOTAL STAIRCASE, LIFT & LOBBY = 126.27 SQ.MT. Y4 BUILT-UP AREA LINE DIAGRAM FOR 1ST TO 7TH, 9TH TO 14TH,16TH TO 21ST, 23RD TO 28TH, 30TH & 31ST FLOOR FOR WING - A3 BUILT-UP AREA LINE DIAGRAM FOR 1ST TO 7TH, 9TH TO 14TH,16TH TO 21ST, 23RD TO 28TH, 30TH TO 3TH FLOOR FOR WING - A2 NET BUILT UP AREA = 484.99 SQ.MT. Mulund Goregaon Link Road SCALE - 1:100 SCALE - 1:100 [X1 - (Y2+Y3+Y4+Y5)] C S A S Mulund (w), Mumbai : 4000 080 NET BUILT-UP AREA PER FLOOR = ( Y2 - Y3 - Y4 ) = 453.36 SQ.MT.