CONTENTS OF THE SHEET BUILDING NO. 4 WING - A3 & A2 SHEET NO. 6/8 11 0.85 12 0.80 0.20 1.10 3.38 * 29TH FLOOR AREA DIAGRAM & CALCULATION & RERA CARPET AREA STATEMENT. 2.00 2.28 TYPICAL FLOOR 1ST TO 31ST FLOOR WING - A3 9 * REFUGE AREA STATEMENT & PART TERRACE AREA CALCULATION. 6 0.93 5.22 FLAT NO. 1 & 2 3.53 2.50 1 3.95 X 3.08 X 1 NO = 12.17 SQ.MT. 7 6.70 8 6.90 1.57 2 4.97 X 3.53 X 1 NO = 17.54 SQ.MT. 3.08 9 5.90 13 5.90 5.60 8 TYPICAL REFUGE FLOOR 18TH, 15TH, 22ND & 29TH WING - A3 3 1.41 X 3.30 X 1 NO = 4.65 SQ.MT. 2 4.97 5 4.03 10 3.95 5 4.03 5 10 3.65 3.95 1 3.95 FLAT NO. 4 1 3.00 1 3.00 4 0.87 X 2.40 X 1 NO = 2.09 SQ.MT. 6.38 5 6.38 X 2.50 X 1 NO = 15.95 SQ.MT. 1 3.08 X 3.95 X 1 NO = 12.17 SQ.MT. 3.08 1 3.50 2 0.22 X 3.35 X 1 NO = 0.74 SQ.MT. 6 0.93 X 3.38 X 1 NO = 3.14 SQ.MT. 3.03 5.30 3.17 1.10 1.72 3.35 6.00 5.30 3.03 7 0.70 0.22 3.30 3 2.65 X 1.63 X 1 NO = 4.32 SQ.MT. 6 1.20 14 1.20 7 0.70 X 3.50 X 1 NO = 2.45 SQ.MT. 2 1.76 3.50 15 1.76 3 1.41 2 3 2.36 3 2.36 4 9.30 X 3.75 X 1 NO = 34.88 SQ.MT. 3.50 8 5.60 X 5.22 X 1 NO = 29.23 SQ.MT. 2.40 3.35 4 3.23 4 3.23 2.65 3 3.30 3.30 9 0.20 X 1.10 X 1 NO = 0.22 SQ.MT. 4 0.87 5 5.75 X 1.01 X 1 NO = 5.81 SQ.MT. 3.40 3.40 1.63 6 2.40 X 0.86 X 1 NO = 2.06 SQ.MT. 10 3.65 X 1.57 X 1 NO = 5.73 SQ.MT. 2.40 2.40 TOTAL RERA CARPET AREA = 93.17 SQ.MT. FLAT REAR AREA LINE DIAGRAM & CALCULATION FOR FLAT NO. 1 & 2 7 6.87 X 2.55 X 1 NO = 17.52 SQ.MT. 5.75 5 23 0.80 TOTAL NUMBER OF FLAT = 2 X 31 FLOORS = 62 FLATS 1ST TO 31ST WING - A3 8 1.05 X 0.20 X 1 NO = 0.21 SQ.MT. SCALE - 1:100 1.22 9 2.65 X 1.52 X 1 NO = 4.03 SQ.MT. 2.40 6 9.30 4 TOTAL RERA CARPET AREA = 81.74 SQ.MT. TOTAL NUMBER OF FLAT = 1 X 4 FLOORS = 4 FLATS 0.86 1.01 6.87 7 21 5.90 BUILT UP AREA CALCULATION WING - A2 CARPET AREA FOR PARKING PURPOSE (UNFINISHED DIMENSIONS) 3 0.80 TERRACE FLOOR 20 4.03 22 3.95 RERA CARPET AREA CALCULATION FOR ( FLAT NO 04) 3.40 (34TH & TERRACE FLOOR) A 16.50 X 10.48 X 1 NO = 172.92 SQ.MT. 2 2.68 VO 2.43 29TH REFUGE FLOOR WING - A2 8 1.05 1 3.03 X 3.00 X 2 NOS = 18.18 SQ.MT. 1 3.70 4 1.95 TOTAL ADDITION = 172.92 SQ.MT. X 3.75 2.55 16 4.76 TYPICAL REFUGE FLOOR 29TH 8.40 2.95 1.67 2 3.30 X 1.76 X 1 NO = 5.81 SQ.MT. 5.35 3.00 1.67 DEDUCTIONS A 33.95 X 25.05 X 1 NO = 850.45 SQ.MT. 3 3.40 X 2.36 X 2 NOS = 16.05 SQ.MT. 1 3.08 X 3.70 X 1 NO = 11.40 SQ.MT. 19 1.76 3.08 TOTAL ADDITION = 850.45 SQ.MT. X 2.65 9 2.98 0.60 9.63 4 2.40 X 3.23 X 2 NOS = 15.50 SQ.MT. 2 5.35 X 2.68 X 1 NO = 14.34 SQ.MT. DEDUCTIONS 1.52 17 5 5.30 X 4.03 X 2 NOS = 42.72 SQ.MT. 3 3.40 X 0.80 X 1 NO = 2.72 SQ.MT. 3.40 18 1.47 A 10.48 1 3.40 X 1.62 X 2 NOS = 11.02 SQ.MT. 6 3.50 X 1.20 X 1 NO = 4.20 SQ.MT. 4 1.68 X 1.95 X 1 NO = 3.28 SQ.MT. 2 3.40 X 1.02 X 4 NOS = 13.87 SQ.MT. FLAT REAR AREA LINE DIAGRAM & CALCULATION FOR FLAT NO. 4 5.90 7 3.18 X 6.70 X 1 NO = 21.31 SQ.MT. 5 0.05 X 3.38 X 1 NO = 0.17 SQ.MT. 0.55 6 3.05 X 0.55 X 1 NO = 1.68 SQ.MT. 3 6.10 X 0.15 X 4 NOS = 3.66 SQ.MT. 8TH, 15TH, 22ND & 29TH FLOOR WING - A3 8 1.10 X 6.90 X 1 NO = 7.59 SQ.MT. (FLAT NO 04 ) RERA CARPET AREA 6 SCALE - 1:100 3.05 4 1.15 X 0.65 X 1 NO = 0.75 SQ.MT. 9 1.73 X 5.90 X 1 NO = 10.21 SQ.MT. 7 3.35 X 2.83 X 1 NO = 9.48 SQ.MT. OF 34TH TO TERRACE FLOOR WING A2 5 4.30 X 1.05 X 1 NO = 4.52 SQ.MT. SCALE - 1:100 10 3.35 X 3.95 X 1 NO = 13.23 SQ.MT. 8 6.10 X 0.15 X 1 NO = 0.91 SQ.MT. 7 2.83 3.38 5 6 1.15 X 4.45 X 1 NO = 5.12 SQ.MT. 11 2.00 X 0.85 X 1 NO = 1.70 SQ.MT. 9 3.40 X 1.02 X 1 NO = 3.47 SQ.MT. 10 1.62 7 7.75 X 4.18 X 1 NO = 32.40 SQ.MT. 12 2.28 X 0.80 X 1 NO = 1.82 SQ.MT. 9 1.02 0.15 10 3.40 X 1.62 X 1 NO = 5.51 SQ.MT. 3.95 3.40 3.40 6.10 3.35 0.05 8 8 5.30 X 2.47 X 1 NO = 13.21 SQ.MT. 29TH REFUGE FLOOR PLAN WING - A3 13 6.00 X 5.90 X 1 NO = 35.40 SQ.MT. TOTAL DEDUCTION = 52.96 SQ.MT. Y1 16.50 9 3.13 X 3.50 X 2 NOS = 21.56 SQ.MT. 3.08 1 BUILT UP AREA CALCULATION 14 3.50 X 1.20 X 1 NO = 4.20 SQ.MT. TOTAL BUILT UP AREA [X - Y1] = 119.96 SQ.MT. X1 10 2.07 X 4.50 X 1 NO = 8.24 SQ.MT. A 32.75 X 29.18 X 1 NO = 955.65 SQ.MT. 15 3.30 X 1.76 X 1 NO = 5.81 SQ.MT. LINE AREA DIAGRAM OF TERRACE FLOOR PLAN WING - A2 VOID AREA CALCULATION 0.22 SCALE- 1:100 11 9.10 X 2.48 X 2 NOS = 45.14 SQ.MT. TOTAL ADDITION = 955.65 SQ.MT. X 16 2.98 X 4.76 X 1 NO = 14.18 SQ.MT. TERRACE FLOOR 2 * REQUIRED REFUGE AREA STATEMENT 29TH FLOOR WING - A3 12 3.80 X 1.03 X 2 NOS = 7.73 SQ.MT. 3.35 STANDARD DEDUCTIONS 17 3.40 X 0.60 X 1 NO = 2.04 SQ.MT. VO 3.00 X 2.43 X 1 NO = 7.29 SQ.MT. 2.65 3 TYPICAL FLOOR BUA X ( 30th & 31st ) FLOOR + REFUGE FLOOR BUA X 4% 13 0.68 X 5.16 X 2 NOS = 7.02 SQ.MT. 1 3.18 X 1.02 X 2 NOS = 6.49 SQ.MT. = 453.36 SQ.MT. X 2 NOS + 330.27 SQ.MT. X 4% 18 5.90 X 1.47 X 1 NO = 8.67 SQ.MT. TOTALVOID AREA = 7.29 SQ.MT. Y2 1.63 = 906.72 + 330.27 SQ.MT. X 4% 14 4.08 X 1.62 X 2 NOS = 13.22 SQ.MT. 2 5.83 X 0.73 X 2 NOS = 8.51 SQ.MT. 19 9.63 X 1.76 X 1 NO = 16.95 SQ.MT. = 1236.99 SQ.MT. X 4% NET BUILT UP AREA = 112.67 SQ.MT. 15 3.05 X 0.55 X 2 NOS = 3.36 SQ.MT. 5.75 20 8.40 X 4.03 X 1 NO = 33.85 SQ.MT. 5 3 1.30 X 0.20 X 1 NO = 0.26 SQ.MT. = 49.48 SQ.MT. [X1 - Y2] 16 6.40 X 2.83 X 1 NO = 18.11 SQ.MT. 4 1.55 X 1.65 X 1 NO = 2.56 SQ.MT. REQUIRED MIN. REFUGE AREA 4% = 49.48 SQ.MT. 21 2.95 X 5.90 X 1 NO = 17.41 SQ.MT. 17 2.18 X 1.85 X 1 NO = 4.50 SQ.MT. 2.40 5 1.12 X 2.25 X 1 NO = 2.52 SQ.MT. PERMISSIBLE MAX. REFUGE AREA 4.25% = 52.57 SQ.MT. 22 1.68 X 3.95 X 1 NO = 6.64 SQ.MT. 6 9.30 4 18 2.70 X 2.25 X 1 NO = 6.64 SQ.MT. 6 0.95 X 2.65 X 1 NO = 2.52 SQ.MT. PROPOSED REFUGE AREA ON FLOOR = 123.09 SQ.MT. 23 1.23 X 0.80 X 1 NO = 0.98 SQ.MT. * REQUIRED REFUGE AREA STATEMENT 29TH FLOOR WING - A2 0.86 1.01 19 1.58 X 0.20 X 2 NOS = 0.73 SQ.MT. 6.87 7 7 9.37 X 3.10 X 2 NOS = 58.09 SQ.MT. EXCESS REFUGE AREA COUNTED IN F.S.I. (123.09 - 49.48) = 73.61 SQ.MT. TOTAL ADDITION = 304.45 SQ.MT. X TYPICAL FLOOR BUA X ( 30th TO 34th ) + REFUGE FLOOR BUA X 4% = 484.99 SQ.MT. X 5 NOS + 353.59 SQ.MT. X 4% 20 5.30 X 2.47 X 1 NO = 13.21 SQ.MT. 8 6.70 X 0.20 X 2 NOS = 2.68 SQ.MT. = 2424.95 + 366.75 SQ.MT. X 4% 21 2.95 X 1.75 X 1 NO = 5.16 SQ.MT. 9 6.85 X 6.10 X 2 NOS = 83.57 SQ.MT. = 2791.70 SQ.MT. X 4% 29.18 = 111.67 SQ.MT. SERVENT TOILET = 2.20 SQ.MT. 10 7.67 X 3.40 X 2 NOS = 52.16 SQ.MT. 0.20 REQUIRED MIN. REFUGE AREA 4% = 111.67 SQ.MT. TOTAL DEDUCTION = 241.37 SQ.MT. Y1 8 1.05 2.38 4.35 1.02 0.73 1.65 2.65 3.10 0.20 6.10 3.40 3.40 3.75 2.55 0.20 11 9.08 X 3.40 X 1 NO = 30.87 SQ.MT. PERMISSIBLE MAX. REFUGE AREA 4.25% = 118.65 SQ.MT. REFUGE AREA CALCULATION 11a 9.07 X 3.40 X 1 NO = 30.84 SQ.MT. 3 0.95 6 TYPICAL REFUGE FLOOR 29TH 1.30 1.55 PROPOSED REFUGE AREA ON FLOOR = 118.40 SQ.MT. 12 5.90 X 3.18 X 1 NO = 18.76 SQ.MT. 4 2.65 9 EXCESS REFUGE AREA COUNTED IN F.S.I. (118.40 - 111.67) = 6.73 SQ.MT. R1 2.15 X 0.85 X 1 NO = 1.83 SQ.MT. 3.40 10 16 3.18 1.12 5 8 13 3.85 X 2.65 X 1 NO = 10.20 SQ.MT. 3.40 1 1.62 R2 2.48 X 0.80 X 1 NO = 1.98 SQ.MT. 14 2.00 X 5.45 X 1 NO = 10.90 SQ.MT. 2.25 3.66 2 1.68 SR 6.10 0.15 6.10 0.15 R3 6.40 X 6.25 X 1 NO = 40.00 SQ.MT. 15 1.45 X 4.50 X 1 NO = 6.53 SQ.MT. 6.70 6.85 3 3 1.02 1.02 R4 1.37 X 4.35 X 1 NO = 5.96 SQ.MT. 0.97 5.83 9 7.67 10 11 2 2 16 3.40 X 2.38 X 2 NOS = 16.18 SQ.MT. 1.31 1 1.62 1 1.62 R5 0.30 X 0.55 X 1 NO = 0.17 SQ.MT. 7 9.08 3.40 3.40 FLAT REAR AREA LINE DIAGRAM & CALCULATION FOR FLAT NO. 3 & 4 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 R6 0.20 X 3.38 X 1 NO = 0.64 SQ.MT. 18 6.20 X 0.15 X 2 NOS = 1.86 SQ.MT. 4.50 7 4.18 1ST TO 7TH, 9TH TO 14TH,16TH TO 21ST, 23RD TO 28TH, 30TH & 31ST WING - A3 R7 6.10 X 3.23 X 1 NO = 19.70 SQ.MT. SCALE - 1:100 19 3.07 X 2.19 X 2 NOS = 13.45 SQ.MT. R8 3.40 X 2.36 X 1 NO = 8.02 SQ.MT. 20 0.31 X 1.64 X 1 NO = 0.51 SQ.MT. SL1 0.15 R9 3.40 X 1.76 X 1 NO = 5.98 SQ.MT. 21 1.25 X 1.42 X 1 NO = 1.78 SQ.MT. 3.55 7.75 R10 3.13 X 3.40 X 1 NO = 10.47 SQ.MT. 22 0.40 X 2.30 X 2 NOS = 1.84 SQ.MT. 4.35 TYPICAL FLOOR 1ST TO 7TH, 9TH TO 14TH,16TH TO R11 5.30 X 4.42 X 1 NO = 23.65 SQ.MT. 23 1.00 X 1.43 X 2 NOS = 2.86 SQ.MT. 1.45 2.70 3.10 21ST, 23RD TO 33RD TO 28TH, 30TH & 31ST WING - A3 6 4.45 TOTAL REFUGE AREA = 118.40 SQ.MT. Y2 24 0.60 X 1.23 X 2 NOS = 1.48 SQ.MT. 6.20 18 SL3 0.93 SL2 1.53 2.30 FLAT NO. 3 & 4 TOTAL BUILT UP AREA [X - (Y1+Y2)] = 490.68 SQ.MT. X1 TOTAL DEDUCTION = 373.82 SQ.MT. Y1 0.40 22 1 3.08 X 3.95 X 1 NO = 12.17 SQ.MT. 4.35 TOTAL CONSTRUCTION AREA = ( X - Y1 ) = 581.83 SQ.MT. Y2 9 3.50 1.15 9 3.50 LIFT AREA CALCULATION 2 0.22 X 3.35 X 1 NO = 0.74 SQ.MT. 20 2.47 5 1.05 8 2.47 3 2.65 X 1.63 X 1 NO = 4.32 SQ.MT. 4.30 TYPICAL REFUGE FLOOR 29TH SERVENT TOILET AREA 0.25 1.43 0.15 0.20 3.13 5.30 D2 0.65 4 0.65 D2 0.65 3.13 L1 1.78 X 0.90 X 2 NOS = 3.20 SQ.MT. 4 9.30 X 3.75 X 1 NO = 34.88 SQ.MT. SR 1.68 X 1.31 X 1 NO = 2.20 SQ.MT. Y3 2.19 LL5 5.30 19 23 1.00 1.17 1.15 1.18 1.58 L2 2.95 X 1.00 X 1 NO = 2.95 SQ.MT. 5 5.75 X 1.01 X 1 NO = 5.81 SQ.MT. R10 SL5 1.23 LL3 0.90 3.50 LL3 0.90 2.65 3.07 4.50 LL4 2.15 6 2.40 X 0.86 X 1 NO = 2.06 SQ.MT. STAIRCASE, LIFT & LIFT LOBBY AREA CALCULATION 19 24 2.80 L4 1.20 1.20 2.25 18 L3 6.80 X 1.95 X 1 NO = 13.26 SQ.MT. D1 2.30 A D3 2.30 3.86 0.60 1.80 1.80 L4 2.50 X 2.80 X 1 NO = 7.43 SQ.MT. 7 6.87 X 2.55 X 1 NO = 17.52 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 2.50 19 8 1.05 X 0.20 X 1 NO = 0.21 SQ.MT. 32.75 10.95 11.25 32.75 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 0.45 2.15 2.15 0.45 1.58 TOTAL LIFT AREA = 26.84 SQ.MT. Y3 SL1 3.55 X 4.35 X 2 NOS = 30.89 SQ.MT. 0.20 R11 4.06 L3 1.95 9 2.65 X 1.62 X 1 NO = 4.29 SQ.MT. 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 STAIRCASE AREA CALCULATION 1.42 2.00 6.80 2.00 0.60 1.87 10 3.40 X 3.66 X 1 NO = 12.44 SQ.MT. 19 SL6 SL7 SL8 SL9 5.45 2.65 2.07 2.50 3.85 0.68 TYPICAL REFUGE FLOOR 29TH SL3 1.53 X 1.45 X 2 NOS = 4.44 SQ.MT. 3.07 0.15 24 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 ST1 4.05 X 4.50 X 1 NO = 17.10 SQ.MT. TOTAL RERA CARPET AREA = 94.44 SQ.MT. 0.60 SL4 4.37 X 4.50 X 1 NO = 19.67 SQ.MT. 1.23 1.00 23 1.00 3.18 1.78 2.95 1.78 2.15 2.47 0.25 2.19 5.63 11 2.47 11 2.47 ST2 0.68 X 4.35 X 2 NOS = 5.92 SQ.MT. TOTAL NUMBER OF FLAT = 2 X 27 FLOORS = 54 FLATS SL5 1.25 X 0.15 X 1 NO = 0.19 SQ.MT. R5 0.85 0.20 1.43 21 1.75 ST3 1.88 X 4.20 X 2 NOS = 15.79 SQ.MT. SL6 6.65 X 0.85 X 1 NO = 5.65 SQ.MT. 0.97 0.25 9.10 0.90 2.15 R7 2.95 9.10 ST4 0.60 X 1.45 X 2 NOS = 1.74 SQ.MT. SL7 10.95 X 1.40 X 1 NO = 15.33 SQ.MT. 12 1.03 12 1.03 6.49 1.40 1.80 4.35 ST5 3.85 X 4.50 X 1 NO = 17.33 SQ.MT. SL8 11.25 X 1.80 X 1 NO = 20.25 SQ.MT. 3.80 6.25 3.80 18 R3 SL9 9.00 X 0.90 X 1 NO = 8.10 SQ.MT. SL3 22 TOTAL STAIRCASE AREA = 57.88 SQ.MT. Y4 1.53 2.30 R4 4.35 4.42 6.20 6.20 0.98 SL2 R11 LIFT LOBBY AREA CALCULATION 1.00 X 0.20 X 2 NOS = 0.40 SQ.MT. R10 3.40 R4 1.45 2.70 TYPICAL REFUGE FLOOR 29TH SL10 2.00 X 3.35 X 1 NO = 6.70 SQ.MT. R6 3.10 13 5.16 13 5.16 9.75 5.08 0.55 0.55 0.55 LL1 2.00 X 1.40 X 1 NO = 2.80 SQ.MT. TOTAL STAIRCASE, LIFT & LOBBY = 126.27 SQ.MT. Y4 R3 SL1 1.37 6.40 5.30 3.13 3.55 15 R5 15 LL2 2.15 X 1.80 X 1 NO = 3.87 SQ.MT. 0.15 3.05 0.30 3.05 0.82 1.22 4.35 1.76 REFUGE AREA CALCULATION 6.44 R8 2.36 R9 LL3 1.20 X 0.90 X 2 NOS = 2.16 SQ.MT. DESCRIPTION OF PROPOSAL & PROPERTY 0.19 0.68 3.38 R7 3.23 3.40 0.68 R 3.18 X 4.35 X 1 NO = 13.83 SQ.MT. R6 LL4 6.80 X 2.15 X 1 NO = 14.62 SQ.MT. 16 2.83 PROPOSED TO ALLOW CHANGE OF USER FROM INDUSTRIAL ZONE ( I ) TO RESIDENTIAL ZONE ( R )/ 3.40 R1 2.65 X 5.37 X 1 NO = 14.23 SQ.MT. 14 1.61 14 1.61 LL5 3.50 X 0.15 X 1 NO = 0.53 SQ.MT. COMMERCIAL ZONE ( C ) ON PLOT BEARING C.T.S. NO. 67(PT.), 67A, 67/1 TO 5, & 67/9 TO 18, 3.30 17 2 1.02 0.15 0.15 2 1.02 2.43 9.37 6.10 67/22 TO 25, 67/29 TO 39 & 67/41 OF VILLAGE - VIKHROLI, L. B. S. ROAD, VIKHROLI (W), MUMBAI. R2 2.43 X 0.19 X 1 NO = 0.46 SQ.MT. 2.65 R1 9.07 3 3 LL6 2.15 X 1.80 X 1 NO = 3.87 SQ.MT. 0.20 5.83 SL4 11a 7.67 R3 9.75 X 1.22 X 1 NO = 11.90 SQ.MT. 0.97 R2 5.37 4.37 7 6.85 10 LL7 2.00 X 1.40 X 1 NO = 2.80 SQ.MT. NAME, ADDRESS OF DEVELOPER SIGNATURE 6.70 9 R4 6.20 X 0.82 X 1 NO = 5.08 SQ.MT. 2 LL8 2.50 X 1.70 X 1 NO = 4.95 SQ.MT. Macrotech Developers Limited R5 0.25 X 0.97 X 1 NO = 0.24 SQ.MT. TOTAL LIFT LOBBY AREA = 35.60 SQ.MT. Y5 3.40 3.18 4.50 9TH FLOOR, LODHA EXCELUS, N. M. JOSHI MARG R6 5.08 X 6.44 X 1 NO = 32.72 SQ.MT. 16 R 1 E.D & F.D AREA CALCULATION MAHALAKSHMI, MUMBAI 400 011 R7 2.15 X 6.49 X 1 NO = 13.95 SQ.MT. 1.45 15 TYPICAL REFUGE FLOOR 29TH 8 R8 2.70 X 5.63 X 1 NO = 15.20 SQ.MT. D1 0.45 X 2.30 X 1 NO = 1.04 SQ.MT. NAME AND ADDRESS OF LICENSED SURVEYOR (L.S.) SIGNATURE 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 D2 1.18 X 0.65 X 2 NOS = 1.53 SQ.MT. R10 2.65 X 3.86 X 1 NO = 10.23 SQ.MT. 29.18 33.95 D3 0.45 X 2.30 X 1 NO = 1.04 SQ.MT. R11 0.31 X 0.55 X 1 NO = 0.17 SQ.MT. TOTAL E.D & F.D AREA = 3.61 SQ.MT. Y6 BUILT-UP AREA LINE DIAGRAM FOR 29TH REFUGE FLOOR FOR WING - A3 BUILT-UP AREA LINE DIAGRAM FOR 29TH REFUGE FLOOR FOR WING - A2 TOTAL REFUGE AREA = 123.09 SQ.MT. Y5 SCALE - 1:100 SCALE - 1:100 NET BUILT-UP AREA PER FLOOR = ( Y2 - Y3 - Y4 - Y5 ) = 330.27 SQ.MT. NET BUILT UP AREA = 366.75 SQ.MT. S P A C E A G E B-106, Natraj Building, [X1 - (Y3+Y4+Y5+Y6)] Mulund Goregaon Link Road C O N S U L T A N T S Mulund (w), Mumbai : 4000 080