8TH TOP PODIUM FLOOR PLAN. PROFORMA -B 12 /28 . CHAJ CONTENTS OF SHEET JA MT. W BED R 3.65 OOM WING -5 8TH PODIUM/ RESI. FLOOR PLAN, LINE AREA DIAGRAM & AREA CALCULATION. 0.45 X 4.2 M.BE 8 D 3.65 ROOM 50% VO X 5.5 8 ID 50% S. & JA TOIL MT. CHAJJ S. ET 51.02 1.53 W. CH A X 2.45 1.63 5.45 7.18 4.51 7.07 2.90 11.43 7.02 5.45 X 1.7 AJ 2 1.93 1.63 0.45 X 1.5 X 0.9 W.I.W 3 0 1.53 . X 3.05 2.52 2.52 1.65 X 0.25 2.60 11.73 TOIL 4.83 ET 5.12 7.43 K 1.78 2.00 50% VO G/ DIN X 2.75 CHAJJ ID X 1.6 A DEC 50% S. & 6.70 6.69 ING 1.62 8 RO S. 7.33 2.30 7.32 0.93 7.43 OM 0.74 2.95 6.43 2.95 X 5.4 BUILT UP AREA CALCULATION FOR 8TH REFUGE FLOOR 4.81 LIVIN 8 6.43 (WING-5) 6.78 4.66 0.15 0.14 BED R W. CH 3.98 OOM AJJA 2.80 0.45 1.58 2.60 1.23 X 3.6 1 51.02 X 26.43 X 1 NO = 1348.46 SQ.MT. 4.66 3.25 5 MT. TOTAL ADDITION = 1348.46 SQ.MT. X 2.80 1.23 0.45 BUILT UP AREA CALCULATION 0.05 0.05 0.30 1.37 11.44 2.60 3.25 1.41 1:8 SL 0.79 VOID TYPICAL FLOOR REFUGE AREA CALCULATION 1.53 2.95 6.43 OPE O P7 0.84 1.52 DEDUCTIONS 1.48 W.C. 1.41 & TOIL A 44.18 X 28.95 X 1 NO = 1279.01 SQ.MT. A 1.53 2.60 0.15 6.62 50% 50% S. CHAJJ TOIL X 1.83 1.53 ET R1 4.25 X 1.58 X 1 NO = 6.72 SQ.MT. 1 5.45 X 7.33 X 1 NO = 39.95 SQ.MT. S. 0.20 50% VOA A ET 2.85 0.35 1.96 1.53 X 2.45 ID TOTAL ADDITION = 1279.01 SQ.MT. X 0.45 50% S. & R2 0.83 X 0.35 X 1 NO = 0.29 SQ.MT. 2 7.18 X 6.70 X 1 NO = 48.11 SQ.MT. X 2.45 CHAJJ 0.45 3 4.51 X 5.12 X 1 NO = 23.09 SQ.MT. 2.80 2.95 2.95 JA S. R3 0.30 X 1.38 X 1 NO = 0.41 SQ.MT. DN T 4 11.43 X 2.52 X 1 NO = 28.80 SQ.MT. W. CH PASS FRD KITC DEDUCTIONS AJ BED R 5.38 AGE 2.75 HEN 5 7.02 X 6.69 X 1 NO = 46.96 SQ.MT. 8.04 3.30 3.25 R4 2.60 X 0.43 X 1 NO = 1.12 SQ.MT. 4.50 4.67 1.31 3.35 OOM X 3.6 4.50 MT. 1 5.28 X 5.58 X 1 NO = 29.46 SQ.MT. 5a 0.14 X 1.23 X 1 NO = 0.17 SQ.MT. 0.20 0.20 X 1.5 3 5 UTIL BEAM 0.45 R5 4.55 X 1.38 X 1 NO = 6.28 SQ.MT. X 4.2 @ MI 2.23 ITY 6 5.45 X 7.32 X 1 NO = 39.89 SQ.MT. D- LEVE LANDING 8 2 2.63 X 0.70 X 1 NO = 1.84 SQ.MT. 1.07 2.20 2.20 1.08 L X 1.45 2.52 7 0.05 X 1.52 X 1 NO = 0.08 SQ.MT. R6 8.35 X 0.45 X 1 NO = 3.76 SQ.MT. 2.15 0.55 2.70 FOY FRD 0.68 0.15 8 3.45 X 0.50 X 1 NO = 1.73 SQ.MT. 0.68 0.18 2.58 ER 1.00 X 3 4.56 X 0.85 X 1 NO = 3.88 SQ.MT. 6.26 3.15 0.50 26.43 1.27 X 1.20 1.93 R7 13.35 X 2.75 X 1 NO = 36.71 SQ.MT. 9 10.18 X 1.28 X 1 NO = 13.03 SQ.MT. 3.45 1.42 R6 2.90 R2 1.27 3.12 4.95 3.45 FRD STO 4 2.59 X 0.25 X 1 NO = 0.65 SQ.MT. D6 R4 0.35 0.83 4.73 1.93 RE 10 2.70 X 2.65 X 1 NO = 7.16 SQ.MT. 6.72 R5 0.15 10.17 W.C. R8 10.87 X 0.30 X 1 NO = 3.26 SQ.MT. 3.35 1.27 R8 0.15 50% VO 0.18 2.65 3 0.15 LIFT 0.98 X 11 1.41 X 2.85 X 1 NO = 4.02 SQ.MT. 1.83 X 1.5 ID 50% S. & 5 0.30 X 0.85 X 1 NO = 0.26 SQ.MT. 2.65 2.77 0.50 3 1.95 2.60 1.28 2.30 R9 10.20 X 0.53 X 1 NO = 5.41 SQ.MT. S. 2.47 2.45 12 1.31 X 4.73 X 1 NO = 6.20 SQ.MT. R1 1.97 R3 0.68 0.55 R7 12.33 X 2.8 6 9.55 X 2.88 X 1 NO = 27.50 SQ.MT. 13 4.95 X 2.45 X 1 NO = 12.13 SQ.MT. 0 50% 14 15 12.33 11.82 X X 0.70 4.25 X X 1 NO 1 NO = = 8.63 SQ.MT. 50.24 SQ.MT. 11.82 R11 0.55 4.55 2.76 0.15 1.77 0.56 0.55 R20 R19 9.55 12.75 11.62 0.85 0.30 0.55 1.42 0.56 1.00 0.151.95 2.76 4.55 R9 0.55 B FIRE CUA TI LIFT ON BEAM @ MI D-LA NDIN & VOID 50% S. S. 7 0.50 X 0.90 X 1 NO = 0.45 SQ.MT. R10 R11 18.35 4.58 X X 3.28 4.25 X X 1 NO 2 NOS = = 60.19 SQ.MT. 38.93 SQ.MT. 1.00 0.85 LIFT 8 5.08 X 1.40 X 1 NO = 7.11 SQ.MT. G LE 11.76 0.70 2.83 SMO VEL 16 12.21 X 6.18 X 1 NO = 75.46 SQ.MT. R18 10.52 0.50 EVA X 2.30 K CHEC E 0.60 R12 0.50 X 0.70 X 2 NOS = 0.70 SQ.MT. 2.30 LOB K W. CH MT. 17 18 4.77 8.15 X X 2.11 1.71 X X 1 NO 1 NO = = 10.06 SQ.MT. 13.94 SQ.MT. 0.55 18.27 0.55 1 X 2.8 0 2.83 BY X 2.30 AJJA 9 1.48 X 1.83 X 1 NO = 2.71 SQ.MT. R13 26.65 X 4.08 X 1 NO = 108.73 SQ.MT. WIN 10 5.68 X 1.40 X 1 NO = 7.95 SQ.MT. 19 4.77 X 2.11 X 1 NO = 10.06 SQ.MT. 4.25 4.25 R17 R17 4.25 4.25 R14 4.45 X 2.08 X 2 NOS = 18.51 SQ.MT. 20 12.21 X 6.19 X 1 NO = 75.58 SQ.MT. 3.25 R16 LOBB 2.02 11 5.58 X 6.90 X 1 NO = 38.50 SQ.MT. 21 11.82 X 4.25 X 1 NO = 50.24 SQ.MT. Y R15 8.05 X 1.28 X 1 NO = 10.30 SQ.MT. G- 9.90 ELE 0.60 12 1.63 X 2.13 X 1 NO = 3.47 SQ.MT. 22 3.45 X 2.47 X 1 NO = 8.52 SQ.MT. X 2.5 2.00 0.27 W. CH MT. 12.21 12.21 SERV 2 AJJA R16 0.30 X 0.10 X 1 NO = 0.03 SQ.MT. WING ICE L A 23 6.72 X 1.97 X 1 NO = 13.24 SQ.MT. 2.00 50% VO CHAJJ 13 3.83 X 1.23 X 1 NO = 4.71 SQ.MT. IFT 24 2.15 X 3.35 X 1 NO = 7.20 SQ.MT. -1 4.40 X 2.80 2.48 50% VO ID 50% S. & ID 50% S. & 14 1.53 X 1.08 X 1 NO = 1.65 SQ.MT. TOTAL REFUGE AREA = 301.35 SQ.MT. Y2 25 0.55 X 2.65 X 1 NO = 1.46 SQ.MT. LOBB 1.20 ACHAJJ S. S. 26 8.04 X 2.20 X 1 NO = 17.69 SQ.MT. Y W. C M. HAJJ A CHAJJ VOID 15 2.75 X 0.15 X 1 NO = 0.41 SQ.MT. TOTAL BUILT UP AREA [X - (Y1+Y2)] = 464.49 SQ.MT. X1 A 4.07 4.07 27 6.26 X 2.77 X 1 NO = 17.34 SQ.MT. R13 R13 & LIFT AREA CALCULATION 4.48 50% R14 50% S. FHC 16 1.93 X 0.65 X 1 NO = 1.25 SQ.MT. A UP S. 28 0.05 X 1.53 X 1 NO = 0.08 SQ.MT. CHAJJ IRED REFUGE 29 2.76 X 1.00 X 2 NOS = 5.52 SQ.MT. 1.97 DN L1 10.20 X 3.35 X 2 NOS = 68.34 SQ.MT. W IN 6.19 6.19 R12 6.18 R15 6.18 6.18 5 17 6.10 X 5.83 X 1 NO = 35.56 SQ.MT. 30 0.56 X 0.85 X 2 NOS = 0.95 SQ.MT. 4.77 4.77 LOBB L2 3.13 X 2.23 X 1 NO = 6.98 SQ.MT. 31 0.55 X 0.55 X 2 NOS = 0.61 SQ.MT. Y 18 7.10 X 5.40 X 1 NO = 38.34 SQ.MT. REF ARE 8.15 2.60 INDOOR GAMES X 8.8 L3 3.35 X 0.65 X 1 NO = 2.18 SQ.MT. G-1 ED 6.43 X 0.45 X 1 NO = 2.89 SQ.MT. GENT PROP UGE = 25 A AT 8TH FRD FRD 19 0.50 X 3.58 X 1 NO = 1.79 SQ.MT. FD 6.43 X 0.45 X 1 NO = 2.89 SQ.MT. 2.11 2.11 S 36.7X16.67M FRD FRD TOTAL LIFT AREA PER FL. (TYPICAL FLOOR) = 77.50 SQ.MT. Y3 TOTAL DEDUCTION = 643.92 SQ.MT. Y1 1.71 TOILE LOBB 2 20 1.98 X 4.28 X 1 NO = 8.47 SQ.MT. T Y STAIRCASE AREA CALCULATION 2.7 4.45 4.77 8.15 4.77 4.45 2.60 O EXC SED REF 5 (4%)/ 2 FLOOR X 6.3 21 3.33 X 1.68 X 2 NOS = 11.19 SQ.MT. REFUGE AREA CALCULATION ST1 7.18 X 4.73 X 1 NO = 33.96 SQ.MT. DN 1.98 2001.13 22 1.68 X 0.45 X 2 NOS = 1.51 SQ.MT. TYPICAL FLOOR W.C. ESS UP ST2 2.62 X 0.15 X 1 NO = 0.39 SQ.MT. REFU UGE = 3 68.54 (4.2 FHC R1 R2 9.55 2.90 X X 2.60 0.18 X X 1 NO 1 NO = = 24.83 SQ.MT. 0.52 SQ.MT. LINE AREA DIA. FOR 2ND TO 7th TYPICAL FLOOR. (WING - 5) 11.72 W.C. W.C. W.. CH W 1.20 1. 20 M MT. T. 23 2.50 X 2.75 X 2 NOS = 13.75 SQ.MT. ST3 7.08 X 4.71 X 1 NO = 33.35 SQ.MT. CHAJ SCALE - 1:100 SERV AJJA JA 24 3.74 X 0.83 X 2 NOS = 6.21 SQ.MT. 01 R3 1.77 X 1.95 X 1 NO = 3.45 SQ.MT. FITNESS ICE L GE = 5% 2.48 32.81 .35 Q.MT ) SQ.MT ST4 2.53 X 0.15 X 1 NO = 0.38 SQ.MT. IFT 2476.00 R4 0.35 X 0.83 X 1 NO = 0.29 SQ.MT. 1.50 4.40 25 0.34 X 0.53 X 2 NOS = 0.36 SQ.MT. R5 0.15 X 0.68 X 1 NO = 0.10 SQ.MT. CENTER W.C. 2.00 X 2.8 TOTAL STAIRCASE AREA PER FL. (TYPICAL FLOOR)= 68.08 SQ.MT. Y4 0 1.20 W.C. 0.6 2000.00 R6 1.42 X 0.15 X 1 NO = 0.21 SQ.MT. M.WC 0 0.27 2.00 26 16.68 X 4.25 X 1 NO = 70.89 SQ.MT. READING ROOM 274.57 SQ.M W.C. HAJJA 2000.02 LIFT LOBBY AREA CALCULATION ELV R7 1.42 X 1.95 X 1 NO = 2.77 SQ.MT. 11.70 LOBB 27 17.10 X 6.15 X 1 NO = 105.17 SQ.MT. 11.70 2.02 T R8 0.15 X 0.50 X 1 NO = 0.08 SQ.MT. 1.50 0.60 Y LL1 2.60 X 4.00 X 1 NO = 10.40 SQ.MT. 2000.00 1.50 1.51 9.90 28 4.85 X 2.08 X 2 NOS = 20.18 SQ.MT. R9 0.55 X 0.70 X 1 NO = 0.39 SQ.MT. 3.30 X 2.5 R11 0.55 X 0.70 X 1 NO = 0.39 SQ.MT. 9.56 LADIE 0.45 M.WC 2 LL2 0.30 X 2.03 X 2 NOS = 1.22 SQ.MT. S YOGA / ACTIVITY HAJJA LIFT 29 3.88 X 0.80 X 2 NOS = 6.21 SQ.MT. REQ A 50% VO R12 4.45 X 6.18 X 1 NO = 27.50 SQ.MT. TOILE 2.30 ID LL3 2.44 X 1.33 X 1 NO = 3.25 SQ.MT. U 50% S. & T ROOM MT. S. WID X 2.8 30 0.30 X 0.70 X 1 NO = 0.21 SQ.MT. CHAJJ AGE R13 4.77 X 4.07 X 2 NOS = 38.83 SQ.MT. A CHAJJ 0 BEAM 3.30 E CH 1.50 @ MI LL4 2.79 X 0.65 X 2 NOS = 3.63 SQ.MT. R14 8.15 X 4.48 X 1 NO = 36.51 SQ.MT. S D-LA PAS NDIN AJJA 1 31 0.43 X 6.15 X 1 NO = 2.64 SQ.MT. DN 1.5P G LE U 1.50 VEL R15 4.45 X 6.18 X 1 NO = 27.50 SQ.MT. LOBBY AREA 0.60 ID E LL5 3.38 X 2.83 X 1 NO = 9.57 SQ.MT. MW R16 18.27 X 3.25 X 1 NO = 59.38 SQ.MT. 1.20 0 50% VO 32 5.08 X 1.83 X 1 NO = 9.30 SQ.MT. 12.24 R17 4.55 X 4.25 X 2 NOS = 38.68 SQ.MT. 2 LIFT ID 50% S. & LL6 6.48 X 2.73 X 2 NOS = 35.38 SQ.MT. 2.30 S. 33 2.50 X 2.18 X 1 NO = 5.45 SQ.MT. R18 10.52 X 0.55 X 1 NO = 5.79 SQ.MT. X 2.8 A CHAJJ 1.50 UP LL7 3.30 X 2.53 X 1 NO = 8.35 SQ.MT. R19 11.62 X 0.30 X 1 NO = 3.49 SQ.MT. 12.29 34 1.98 X 6.45 X 1 NO = 12.77 SQ.MT. R20 12.75 X 0.15 X 1 NO = 1.91 SQ.MT. 2M WIDE DN AY M LL8 3.38 X 2.53 X 1 NO = 8.55 SQ.MT. TOTAL REFUGE AREA = 272.62 SQ.MT. Y2 PASSAG ES W I D E DRI 35 0.50 X 5.75 X 1 NO = 2.88 SQ.MT. TOTAL BUILT UP AREA [X - (Y1+Y2)] = 431.92 SQ.MT. X1 E GAM VEW BEAM CHAJJ 50% VOID 36 2.10 X 12.63 X 1 NO = 26.52 SQ.MT. LL9 2.44 X 1.30 X 1 NO = 3.17 SQ.MT. EN .75 @ MI A LIFT L D R 9 4.5 D-LA NDIN G LE VEL & 50% S. S. LL10 2.60 X 3.92 X 1 NO = 10.19 SQ.MT. CHI 9.66 X 37 5.63 X 0.35 X 1 NO = 1.97 SQ.MT. 9.37 LIFT 2.1X2.05 LIFT AREA CALCULATION LL11 3.13 X 2.65 X 1 NO = 8.29 SQ.MT. TYPICAL FLOOR GENTS T 2.1X2.05 1 TOTAL DEDUCTION = 513.17 SQ.MT. Y1 L1 0.30 X 2.80 X 1 NO = 0.84 SQ.MT. OILET 8.07 LL12 0.15 X 1.78 X 1 NO = 0.27 SQ.MT. TOTAL LIFT LOBBY AREA PER FL. (TYPICAL FLOOR) = 102.27 SQ.MT. Y5 L2 11.44 X 2.95 X 1 NO = 33.75 SQ.MT. 64 T.W. L3 3.30 X 2.20 X 1 NO = 7.26 SQ.MT. LADIES L4 3.15 X 0.18 X 1 NO = 0.57 SQ.MT. TOILET STORE LIFT LIFT DUCT AREA CALCULATION 4.08 X 2.72 2.1X2.05 2.1X2.05 OOM 63 T.W. ID D1 6.48 X 0.45 X 1 NO = 2.92 SQ.MT. IC R L5 11.73 X 2.95 X 1 NO = 34.60 SQ.MT. S. 50% VO & L6 3.25 X 2.95 X 1 NO = 9.59 SQ.MT. MUS X 9.75 50% S. D2 6.47 X 0.45 X 1 NO = 2.91 SQ.MT. TOTAL LIFT AREA PER FL. (TYPICAL FLOOR) = 86.61 SQ.MT. Y3 3 62 T.W. A 6.5 CHAJJ ARY R LIBR 9.75 D3 1.58 X 0.30 X 1 NO = 0.47 SQ.MT. LOO STAIRCASE AREA CALCULATION SPORTS ACTIVITY X 61 T.W. D4 1.58 X 0.30 X 1 NO = 0.47 SQ.MT. ER F 6 . 5 3 TYPICAL FLOOR (FITNESS CENTER) 21 UPP ING LINE .83 S1 7.07 X 4.83 X 1 NO = 34.15 SQ.MT. AY 60 .W. D4 0.38 X 1.45 X 1 NO = 0.55 SQ.MT. S2 0.15 X 4.50 X 1 NO = 0.68 SQ.MT. T.W. TOTAL DUCT AREA PER FL. (TYPICAL FLOOR) = 7.32 SQ.MT. Y6 POOL DECK D RIVEW 59 S3 6.62 X 4.67 X 1 NO = 30.92 SQ.MT. T BUIL S4 3.12 X 0.15 X 1 NO = 0.47 SQ.MT. NET BUILT UP AREA = 209.32 SQ.MT. TOTAL STAIRCASE AREA PER FL. (TYPICAL FLOOR) = 66.22 SQ.MT. Y4 [X1 - (Y3+Y4+Y5+Y6)] E LIN EXCESS REFUGE AREA IDE D = 32.81 SQ.MT. Y7 LIFT LOBBY AREA CALCULATION 58 . T.W A CHAJJ TYPICAL FLOOR IN AY . TOTAL BUILT UP AREA = 242.13 SQ.MT. G [X1 - (Y2+Y3+Y4+Y5)] 57 RIVEW LO1 4.81 X 1.58 X 1 NO = 7.60 SQ.MT. T.W. ILD 4.5M LO2 4.66 X 1.37 X 1 NO = 6.38 SQ.MT. 14 T.W .64 LO3 6.43 X 2.80 X 1 NO = 18.00 SQ.MT. BU 56 W LO4 2.90 X 2.52 X 1 NO = 7.31 SQ.MT. LO5 2.60 X 2.30 X 1 NO = 5.98 SQ.MT. FL LO6 LO7 2.95 2.60 X X 3.25 0.20 X X 1 NO 1 NO = = 9.59 SQ.MT. 0.52 SQ.MT. OO R IDE D 55 T.W. WING -1 LO8 2.95 X 0.45 X 1 NO = 1.33 SQ.MT. INDOOR POOL PE 4.5M LO9 6.78 X 2.80 X 1 NO = 18.98 SQ.MT. 1.8 8 LO10 4.66 X 2.60 X 1 NO = 12.12 SQ.MT. R W LO11 0.15 X 1.23 X 1 NO = 0.18 SQ.MT. UP LO12 1.41 X 0.35 X 1 NO = 0.49 SQ.MT. 54 T.W. LO13 2.60 X 4.50 X 1 NO = 11.70 SQ.MT. LO14 3.25 X 2.52 X 1 NO = 8.19 SQ.MT. 6.5 0 53 T.W. 0.80 2.59 0.50 TOTAL LIFT LOBBY AREA PER FL. (TYPICAL FLOOR) = 108.37 SQ.MT. Y5 5.28 2.63 4.56 5.08 5.68 52 0.70 0.85 0.85 0.90 T.W. 2.63 0.30 1.40 1.40 DUCT AREA CALCULATION 0.25 7.18 TYPICAL FLOOR SWIMMING POOL 51 T.W. 0.15 2.03 2.88 D1 0.20 X 1.07 X 1 NO = 0.21 SQ.MT. 0.2 4.00 1.82 D2 0.20 X 1.08 X 1 NO = 0.22 SQ.MT. 5 9.55 5.58 1.5 0 D3 1.27 X 0.68 X 1 NO = 0.86 SQ.MT. 1.48 5.23 4.72 D4 1.27 X 0.50 X 1 NO = 0.64 SQ.MT. 50 T.W. D6 1.27 X 0.68 X 1 NO = 0.86 SQ.MT. 1.5 2.60 0 TOTAL DUCT AREA PER FL. (TYPICAL FLOOR) = 2.79 SQ.MT. Y6 49 T.W. 3.35 0.35 0.45 1.33 2.44 NET BUILT UP AREA = 167.93 SQ.MT. 1.5 48 T.W. 5.63 6.48 0.65 [X1 - (Y3+Y4+Y5+Y6)] 0 AY RIVEW 2.79 10.20 EXCESS REFUGE AREA = 40.56 SQ.MT. W LIFT 2.1X2.50 4.5M WIDE 47 T.W. BUA+ REFUGE AREA = 208.49 SQ.MT. IN FE1 D 46 .W. 2.83 2.73 0.65 2.53 2.73 2.53 G- T.W. 3.53 6.48 3.30 6.47 6.48 3.38 0.65 6 45 T 3.35 2.79 1.30 0.45 3.35 B 2.44 2.23 EA M 3.13 2.13 @ M 0.38 LE ID-L 4.72 VE A L ND WI 12.63 10.35 0.65 1.23 IN N 0.15 1.63 LO G-6 3.83 1.07 G 3.92 1.45 2.65 0.15 2.75 BB 1.83 1.93 1.52 2.18 0.35 1.78 Y 2.50 5.08 2.03 0.30 7.08 0.15 LEVE L 0.83 2.53 3.13 28.95 NDIN GD-LA 2.60 @ MI 3.33 1.58 0.45 BEAM 5.75 1.68 0.45 1.38 1.38 1.68 6.90 6.45 1.68 4.25 0.30 2.60 4.55 1.68 8.35 0.45 1.68 3.33 5.98 3.0 LIFT 5.40 0X UP 0.42 3.58 2 .4 4.28 5 AJJA MT. 2.75 2.75 2.75 WID 0.50 0.50 3.0 LIFT 0X E CH 1.58 1.58 0.70 0.70 JJA M.WC 0 2.10 0.501.98 1.98 7.10 6.10 5.58 LIFT 0.30 0.53 0.30 HA 2.4 0.45 1.20 VEL 2.50 13.35 2.50 5 NDIN G LE 10.87 2.30 0.30.53 @ MI 0.83 0.83 D-LA W 0.60 .C M X 2.8 BEAM 3.74 0.34 10.20 0.34 3.74 H A T. SE JJ A R 4.7 VICE 3 X LI Y 4.5 2 2.00 2000.00 274.57 0.27 2.00 2.03 2000.00 0.53 WIN LOBB LIFT 4.25 4.25 4.25 M 2000.02 2.4 FT EV F AC IRE 1 1 LOB .73 BY 5 IVE WI 9.90 Y X 2.52 2.30 3.28 U 2.6 LOB WA X 2.80 2.8 LIF ATI X2 DE G- 5 X T ON .60 0 X BY FR D 2.3 2.48 BE AM 0 EL E 5 .1 5 UP DR DR WING 2476.00 4.58 18.35 4.58 16.68 @ SM IVE DN M LE ID-L VE A L ND CH OC L E K 2.8 OB CK 5 X BY EL W DE WA PODIUM TOP LOBB -2 UP V IN SERV IN 0 2.0 G 2.2 0 0 0.3 0 WI Y Y 1.97 ICE L IFT 1.9 DN 2.0 2001.13 G- 4.40 4.08 FR 5 D FH FH FRD C C M X 2.8 0 0 ADDITIONAL LOS 0.3 2.0 0 0 2.0 DN FR D 6 EL V 2.4 8 2.0 0 ST R 02 0 W .45 .C M HA T. @ M LE ID-L IN G 4.5 LOBB Y 5 G-2 6.15 26.65 6.15 JJA 2.4 2.0 VE A L ND 2.60 0.60 W. CH MT. 8 0 X 8.8 AJJA 0.10 1.28 UP M WIN BE EL 2.08 2.08 2.08 2.08 A E 0.70 8.05 0.30 W. C M. LOBB 1.9 HAJJ A Y 0.80 0.80 5 2.6 LOB SE 2.60 0.43 4.45 0.70 4.45 17.10 0 X BY R X 6.3 10 4.7 VICE 2 4.85 3.88 0.30 3.88 4.85 .52 3 X LI 2.4 FT 11 LOB .44 BY 1 SERV T. ICE L 5 X2 .60 W . T 2 4.5 IFT FRD 44.18 2.8 LIFT 4.40 0X .W M X 2.8 0 2000.00 1.98 LINE AREA DIA. FOR 2ND TO 7TH PODIUM FLOOR. (WING- 1) 2 .2 3.0 LIFT . 3 WI Y 0 0X T. W 4 DE WA UP SCALE - 1:100 2.4 5 . T DR DN .W IVE LOBB 3.0 LIFT . 5 IVE 9.90 Y 2476.00 2.47 0X T. WA DR LIFT 0 X 2.52 . T 6 2.4 W 5 .W Y DE 2.30 X 2.8 2.00 . 2000.00 2.02 2.00 WI 274.57 STAMP AND DATE OF RECEIPT OF PLAN 2001.13 2000.02 0.27 7 M @ MI D- LEVE LANDING LIFT 0 0.60 T. 4.5 W. CH MT. 8 W L W BEAM . T 2.30 FI AJJA X 2.8 EVA RE FRD .W @ M IN G . 9 IN 44 T.W. 2.83 CUA T LIFT ION SMO K CHEC E G- LE ID-L X 2.30 VE A T. LOB K L ND W . T 10 2.83 BY 0.60 W. CH MT. AM X 2.30 4.5M 43 .W 5 T.W. BE AJJA . WIDE 11 T. W 12 DRIVE 42 T.W. L WAY LEVE D-LA . NDIN 0 1.1 G 0.9 CH AJJ T. @ MI BEAM W A G 5 WAY DIN . 41 T.W. FILE NO. 0 CH .7 50 @ AJJ5 M % LE ID-L 50 VOID A T VE A 2.5 OIL % 1.8 S & L N 0 X ET 9 .S. CH A JJ BE 1.5 P-17708/2023/(124 AND OTHER)/R/S WARD/AKURLI-R/S A AM DRIVE 3 40 0 T.W. CH .75 AJJ A 0.7 T 1 2.4 OIL 5 X ET WI 39 WAY 1.5 T.W. LO NG-5 3 1 M X .08 WIDE .B 1.0 0 W 0.45 3.2 ED X .98 NOTE:- PA 0 X RO 3.3 OM 2 S 1.1 SAG 3.2 8 .C M HA T. JJA BB 38 T.W. 3.0 1.0 0 X E Y DRIVE 0X 3 2 0.4 5M 0.9 5 BE 3.0 DR 1) ALL DIMENSIONS ARE IN METER. T .W 5 X OO 0 W .45 37 T.W. 4.5M LI .C M ID E CH AJ 3.6 M 5 D VI 3.2 IN NG/ 2.7 3X W 0.60 .C M HA T. JJA 0 0.3 2.0 0 2) THIS PLAN IS DIGITALLY SIGNED AND PHYSICAL SIGN NOT REQUIRED 0 X ING HA T. 3) THIS CANCELS THE EARLIER APPROVAL ONLINE ISSUED UNDER NO P-17708/2023/(124 AND 1.2 JA 3 7 JJA 36 T.W. WIDE 5.6 FR D 5 0.4 5M T. K 2.2 ITC 8 X HE FR D 2.0 2.0 0 DN 35 T.W. OTHER)/R/S WARD/AKURLI-R/S DATED -18-01.2024 W 0 3.0 N 4) THIS DRAWING SHALL BE READ IN CONJUNCTION WITH LETTER ISSUED UNDER NO ID E 5 CH EL Y 11 LOB 4.5M AJ E JA 2.9 DEC 5X K U 1.8 TIL 3.0 LIFT .44 BY X2 2.4 8 FR D WA P-17708/2023/(124 AND OTHER)/R/S WARD/AKURLI-R/S. ON EVEN DATED 1.2 2 5 X ITY 1.0 0X 2.4 .60 EL UP IVE 4.5 34 T.W. 8 5 V M FO CH R A 0. AC JJA 1.9 2.6 LOB 6M U BE NIT 5 1.1 LO S-1 W 3.0 LIFT FH 0 X BY W 0.60 .C M HA T. DR WI 33 T.W. DE FO CH 5 R A AJJ 0.6 CU A 0X C 5.1 JJA Y IN DRIVEWA M BE NIT LO S-2 @ W G 5 DE 1.0 2.4 M D 32 T.W. .5M WIDE 0 0 LE ID-L 5 W 1.2 VE A L ND WI RIV 4 BE IN EW 31 PLAN FOR APPROVAL AM SE R SE M T.W. 4.7 VICE R 4.5 AY 3 X LI G- 4.7 VICE WING-3 JA 2.4 FT 3 X LI AJ 2.4 FT 0.5 T. 5M ID W E CH 5 2.6 LOB 0 X BY 5 5 @ M LE ID-L G IN 50% VOID & VE A 50% S.S. 7.7 L ND AY E DRIVEW 2.8 LIFT 5 3.0 LIFT BE 4.5M WID 0X FH 0X AM 50 2 .2 C 2.4 % & OID V CH AJ 50 % 0 FR 11 LOB 5 4.5 9.27 50 D % JA 50 VOID 50% VOID & .44 BY M S.S % . S.S & EL 50% S.S. . X2 3.0 LIFT CH V .60 0X WI UP DE A JJ 2.4 ROHIT A 5 13 Digitally signed by ROHIT DR E DRIVEW EL SURESHCHANDRA SONAR T. RE E W 14 DN: c=IN, o=PERSONAL, title=9938, . T IVE SURESHCHA WING-4 pseudonym=f00907c4b866452fbba21654 QU 1.9 DN 2.0 0 .W 9f9d7aeb, IR WA . Y DRIVEWA 5 2.5.4.20=df64d13ef2c95c32a86c465c12c7 ED R E 15 22639ec19ea76ddfe7abbeb50ed7be7473 Shivshant Digitally signed by HANUMANT Digitally signed by PR REF FUG Y 4.5M WIDE NDRA 0 4.5M WID 0.3 HANUMANT SADASHIVRAO 4.5M WID EV F b9, postalCode=400615, st=Maharashtra, AC IRE T. Shivshant Sudhakarrao W 16 WING-3 SADASHIVRAO & serialNumber=08195ea60dadf788ccb7181 O U E 50% VOID Sudhakarrao 2.4 U EX PO GE AR BURE FR 8 2.8 LIF ATI D 4 . 50% S.S. 3ef313d8b462c5d6fc3460c0e509f53c95ec Doke CE SED = 2 EA 0 5 X T ON T. SONAR 2.0 cb1bd, cn=ROHIT SURESHCHANDRA W 0.60 W 0.4 SS R 1 8 A RE EF .41 T 8 2.3 0 .C M HA T. JJA 2.7 3 X . 17 LOBBY SONAR Date: 2024.03.21 20:12:13 +05'30' Doke Date: 2024.03.21 21:17:16 BURE Date: 2024.03.22 11:16:42 +05'30' 5M 2.0 FR 1.2 +05'30' FU UG (4% TH 3 T. 0 T. CH D SM 18 W AJ ID E JA GE E = )/ FL W 0.47 C OC FR W & CH L HE K D . T 50% VOID = 4 27 272 OO AJ 50 .C M HA T. 2.8 OB CK 50% S.S. JA & % 50 VOID JJA 5 X BY K .W 0.5 2.62 .62( R 0.5 E DRIVEW 5M 2.2 ITC . 0.45 M.W % S.S 0 T. 2.2 8 X HE 1.7 6 S S 4.2 E.E.(B.P)WS-II 'R'-1 0 S.E.B.P(R-2) A.E.B.P(R/S) . W 3.0 N Q. Q.M 5% ID E CH W 0.47 5 Be .C M M T T ) SQ am A JJA HA T. OOM B AEG M. BEDR 0 50 JJA AY CH DIN . CHAJJA % LI @M AJ .M J 50 VOID D VI 3.95 X 3.2 IM-LAN 0 A CH 0.3 9 AL-D % TOILET AJJ MID T 3.2 IN NG/ 1.0 S.S & U A BUILT UP AREA CALCULATION FOR 8TH REFUGE FLOOR MN@ 0.7 1.8 TIL 0 NID 1 X .98 . 1.40 0 1.2 5 X ITY 0 X ING (WING-3) G BEA G CH0.7 DIN 3.2 50 X 2.33 FO CH AJJ 5 LEVEL CH AJ @ R A 0.6 AC JJA 1.0 5.6 8 A % J M U 8 50 VOID A M LE ID-L BE NIT LO S-1 5 T % 0.47 2.4 OIL & FOR 8TH REFUGE FLOOR 0.45 M.W W 1.8 S CH VE A 9 .S 1.00 AY AJJ L N PA 5 X ET . 1.00 WING-4 A 1.0 FO CH S BUILT UP AREA CALCULATION FOR 8TH REFUGE FLOOR AM 0 R A 0.6 A C JJA 1.1 SAG 1.5 0.93 1 43.08 X 29.86 X 1 NO = 1286.37 SQ.MT. (WING-4) BE M UN 1.0 0 X E 3 CH0.7 X 1.00 BE IT CHAJJA -1 M AJJ 5 1.0 LO S-2 2 FOR A C UNITS TOTAL ADDITION = 1286.37 SQ.MT. X L-DIM @ TOILET W LOBBY 1.0 A 0.6 M BELOW 0 BED ROOM . CHAJJA 1.20 CHAJJA -2 X 8 0.9 GNIDNA VEL 2.9 DEC 1.0 T 5 FOR A C UNITS 1.40 PASS. CHAJJA BE 2.5 OIL 5 3.65 X 3.0 0.6 M BELOW FOR 8TH REFUGE FLOOR 5X K 2 X 2.28 3.0 DR 0 X ET 0.93 1 43.08 X 29.86 X 1 NO = 1286.37 SQ.MT. 1.2 5 X OO 1.5 AY LE TFIL UTILITY X 1.50 DEDUCTIONS E DRIVEW 2 3 8 TOTAL ADDITION = 1286.37 SQ.MT. X 3.6 M 27.3 X 54 .3 1.83 X 1.0 1 1.23 X 3.25 X 1 NO = 4.00 SQ.MT. 4.5M WID 2.17 5 AEB 9.5 0.5 M 5 2.87 2 0.50 X 3.05 X 1 NO = 1.53 SQ.MT. 0.5 T. X 0.93 DEDUCTIONS 5M W 0.4 3 1.50 X 0.70 X 1 NO = 1.05 SQ.MT. ID M P EGASSA T. W E 5M .B T. 3.2 ED 4 0.49 X 5.65 X 1 NO = 2.77 SQ.MT. CHF DECK ID CH 1 1.23 X 3.25 X 1 NO = 4.00 SQ.MT. .2 KITCHEN 27.6 X 06 E W 0 X RO AJ G CH A JA ID E 3.3 OM DIN TFIL 2.13 X 2.7 5 LIVING & 1.27 5 1.98 X 4.43 X 1 NO = 8.77 SQ.MT. MID-LAN JJA 1 29 30 2 0.50 X 3.05 X 1 NO = 1.53 SQ.MT. CH TFIL X 3.05 AJ JA 3.0 0X 3 2.20 05.2 X 07 .2 DINING 6 0.45 X 3.58 X 1 NO = 1.61 SQ.MT. 0.4 TFIL 3 1.50 X 0.70 X 1 NO = 1.05 SQ.MT. 0 CH AJ 50 5M T. 0.9 5 LEVEL 27 28 .2 05.2 X 07 .2 5.48 X 3.0 5 7 4.98 X 5.70 X 1 NO = 28.39 SQ.MT. 05.2 X 57 FRD J 25 26 . 1.7 A % T.W. T.W 4 0.49 X 5.65 X 1 NO = 2.77 SQ.MT. BEAM @ 50 & ID VO W ND0 50 ID 2.0 % E DRF 8 0.82 X 3.72 X 1 NO = 3.05 SQ.MT. % . T.W. T.W FOYER S.S CH 2.00 23 24 5 1.98 X 4.43 X 1 NO = 8.77 SQ.MT. & 50 VOID . AJ 3 % JA . PU0.30 FRD 2.58 X 1.2 9 12.72 X 1.66 X 1 NO = 21.12 SQ.MT. 21 22 T.W. T.W 6 0.45 X 3.58 X 1 NO = 1.61 SQ.MT. 0 S.S 2.03 0.3 . 10 2.86 X 8.38 X 1 NO = 23.97 SQ.MT. 7 4.98 X 5.70 X 1 NO = 28.39 SQ.MT. Be a m DING 2.17 19 20 T.W. T.W . FOYER & DECK 1.27 11 6.88 X 9.93 X 1 NO = 68.32 SQ.MT. MID-LAN . LIVING T.W. T.W 8 0.82 X 3.72 X 1 NO = 3.05 SQ.MT. 3 2.58 X 1.2 X 3.05 BEAM @ 12 5.65 X 10.75 X 1 NO = 60.74 SQ.MT. . DINING WING-3 FRD T.W. T.W 9 12.72 X 1.66 X 1 NO = 21.12 SQ.MT. 0.4 5 5.48 X 3.0 . CHAJJA 5M 13 0.75 X 1.38 X 1 NO = 1.04 SQ.MT. LEVEL T. FRD 10 2.86 X 8.38 X 1 NO = 23.97 SQ.MT. TOILET W OOM M. BEDR 0 ID E CH 1.40 LIFT 14 3.25 X 4.33 X 1 NO = 14.07 SQ.MT. 11 6.88 X 9.93 X 1 NO = 68.32 SQ.MT. AJ 3.95 X 3.2 X 2.33 0.47 2 2.20 15 3.65 X 3.60 X 1 NO = 13.14 SQ.MT. 3.45 X 3.7 JA 1.00 KITCHEN 0.45 M.W 12 5.65 X 10.75 X 1 NO = 60.74 SQ.MT. 1.00 E FHC 2.13 X 2.7 5 AJJA 16 3.30 X 3.68 X 1 NO = 12.14 SQ.MT. 13 0.75 X 1.38 X 1 NO = 1.04 SQ.MT. CHAJJA -1 1.20 PASSAG ERIF 2.87 X 0.93 2 CAVE 2.60 X 6.7 NOITAU 17 2.03 X 5.25 X 1 NO = 10.66 SQ.MT. . CH FOR AC UNITS CHAJJA 2 AJJAHC 14 3.25 X 4.33 X 1 NO = 14.07 SQ.MT. 0.6 M BELOW FOR A C UNITS- FOYER FRD BED ROOM PU TFIL 0.45 M.W G AJJAHC 2.02 0.6 M BELOW 0.93 3 PASS. 18 0.45 X 3.71 X 1 NO = 1.67 SQ.MT. TOILET DN 2.00 05 1.50 2.58 X 1.2 .2 5 15 3.65 X 3.60 X 1 NO = 13.14 SQ.MT. X 1.00 CHAJJA & DIOV % 07.2 X 54 0.93 3.65 X 3.0 1.40 UTILITY 2.00 2.03 .S.S %05 19 1.15 X 2.98 X 1 NO = 3.43 SQ.MT. DESCRIPTION OF PROPOSAL & PROPERTY X 1.50 CHAJJA . CHAJJA 16 3.30 X 3.68 X 1 NO = 12.14 SQ.MT. 8 FRD 0.30 0.67 FRD TFIL ND UTILITY TOILET X 2.28 1.83 X 1.0 UP 0.75 AJ J C AHJA PASS. CHAJJA CHAJ 1.62 8 20 4.56 X 3.60 X 1 NO = 16.42 SQ.MT. .3 1.83 X 1.0 CHAJJA 1.40 & 0.75 17 2.03 X 5.25 X 1 NO = 10.66 SQ.MT. 05.2 X 02 C JAHJA 0.93 50% VOID AJ 0.93 0.85 CHAJ 0.73 BED ROOM 5 X 1.50 LIFT 1.50 50% S.S. TOI. X TFIL X 2.28 X 1.00 21 3.68 X 2.08 X 1 NO = 7.65 SQ.MT. 3.65 X 3.0 18 0.45 X 3.71 X 1 NO = 1.67 SQ.MT. LIFT 0 0.85 2.75 X 2.5 8 KITCHEN .3 EKOMS 0.45 M.W TOILET 2.28 X 1.3 05.2 X 02 0.75 CHAJJA 3.23 LIVING P EGASSA 2.20 22 1.07 X 0.45 X 1 NO = 0.48 SQ.MT. 1.62 CHAJJA -2 . CHAJJA FOR AC UNITS 8 5 LIFT CHF 19 1.15 X 2.98 X 1 NO = 3.43 SQ.MT. 0 0.75 2.28 X 1.3 2.13 X 2.7 KCEHC CHAJJA -1 2.87 2.70 X 2.5 0.67 CHAJJA 0.6 M BELOW 1.20 FOR A C UNITS & DINING .2 27.6 X 06 0.6 M BELOW X 0.93 0 TOILET YBBOL 23 3.68 X 0.70 X 1 NO = 2.58 SQ.MT. 20 4.56 X 3.60 X 1 NO = 16.42 SQ.MT. KITCHEN 2.70 X 2.5 SSAGE 8 2.13 X 2.7 5 FOYER TOI. 2.28 X 1.3 8 1.00 PA X 0.93 3.25 X 5.4 34.2 X 54 .2 1.00 24 9.88 X 6.78 X 1 NO = 66.99 SQ.MT. PROPOSED DEVELOPMENT ON PROPERTY BEARING CTS NO. 0.73 3 21 3.68 X 2.08 X 1 NO = 7.65 SQ.MT. 3 2.28 X 1.3 8 X .93 1.5 2.00 1.00 TOILET OOM WING-4 0.45 M.W FRD 2.58 X 1.2 X 2.00 0.47 M. BEDR 0 25 11.70 X 2.27 X 1 NO = 26.56 SQ.MT. 1.40 B AEG 22 1.07 X 0.45 X 1 NO = 0.48 SQ.MT. 2.17 3.95 X 3.2 DIN @M 3.23 0.30 X 2.33 FRD UTILITY IM-LAN & 1.00 26 3.60 X 0.60 X 1 NO = 2.16 SQ.MT. LIVING TFIL @L-D 23 3.68 X 0.70 X 1 NO = 2.58 SQ.MT. FRD PASSAGE X 0.93 1.73 X 1.0 5 2.18 MID MNA LIVING 124, 125,126,127, 127/1, 128, 146, 146/1, 146/2, 146/3, 146/4, 146/5,146/6, M NID .3 0.40 27 13.15 X 0.90 X 1 NO = 11.84 SQ.MT. 3 OO DINING 1.53 X 0.9 M. BEDR 8 06.3 X 02 G BEA 24 9.88 X 6.78 X 1 NO = 66.99 SQ.MT. FOYER FRD M DECK 5.48 X 3.0 5 & DINING BEDROO LEV EL 1.27 2.58 X 1.2 3 KITCHEN 8 OOM 3.00 X 0.7 5 CHAJJA -2 1.20 28 3.60 X 0.60 X 1 NO = 2.16 SQ.MT. 25 11.70 X 2.27 X 1 NO = 26.56 SQ.MT. X 3.05 LIFT 2.13 X 2.7 5 3.25 X 5.4 M. BEDR 8 3.20 X 3.1 8 3.05 X 3.6 FOR AC UNITS 0.6 M BELOW CHAJJA -1 FOR A C UNITS 29 10.33 X 2.27 X 1 NO = 23.45 SQ.MT. 0 X 0.7 0.6 M BELOW 26 3.60 X 0.60 X 1 NO = 2.16 SQ.MT. 3.0 G DECK 146/7 OF VILLAGE AKURLI , R/S WARD, MUMBAI-400101. 0 27 13.15 X 0.90 X 1 NO = 11.84 SQ.MT. FOYER FRD LIFT 3.20 X 2.5 M 3.20 X 3.1 8 G 3.00 X 1.2 8 1.00 30 8.50 X 6.78 X 1 NO = 57.63 SQ.MT. 3 BEDROO 0.98 B AEG 2.58 X 1.2 0 31 5.58 X 0.81 X 1 NO = 4.52 SQ.MT. 3.20 X 2.5 5 DIN @M 28 3.60 X 0.60 X 1 NO = 2.16 SQ.MT. 2.02 3.05 X 3.6 IM-LAN 32 1.50 X 1.51 X 1 NO = 2.27 SQ.MT. @L-D UTILITY AJJA MID FRD . CH MNA 29 10.33 X 2.27 X 1 NO = 23.45 SQ.MT. UP LIVING & 5 0.45 M.W NID FIRE 1.73 X 1.0 . CHAJJA 33 0.49 X 1.22 X 1 NO = 0.60 SQ.MT. G BEA . CHAJJA 0.45 M.W 30 8.50 X 6.78 X 1 NO = 57.63 SQ.MT. DINING TION LEVEL DECK 5 EVACUA DN 0.45 M.W 34 2.47 X 5.23 X 1 NO = 12.92 SQ.MT. 31 5.58 X 0.81 X 1 NO = 4.52 SQ.MT. 1.27 5.48 X 3.0 KITCHEN LIFT E DECK CHAJJA -2 PASSAG FOR A C UNITS 8 X 3.05 2.13 X 2.7 5 0 3.00 X 1.2 35 0.45 X 3.68 X 1 NO = 1.66 SQ.MT. 0.6 M BELOW 2.45 X 2.7 2 2.60 X 6.7 CHAJJA -1 32 1.50 X 1.51 X 1 NO = 2.27 SQ.MT. 1.20 FOR A C UNITS 2.20 FHC 0.6 M BELOW . CHAJJA 36 1.45 X 5.60 X 1 NO = 8.12 SQ.MT. 33 0.49 X 1.22 X 1 NO = 0.60 SQ.MT. 0.45 M.W 2.87 DRAWN BY 0.98 DRG. NO. LIFT NORTH JOB. NO. 1.00 R 37 2.23 X 1.10 X 1 NO = 2.45 SQ.MT. X 0.93 8TH FLOO 4.25%) SQ.MT 34 2.47 X 5.23 X 1 NO = 12.92 SQ.MT. 0 3.20 X 3.6 DING AREA AT 3( 38 1.87 X 1.15 X 1 NO = 2.15 SQ.MT. REFUGE 196.92 (4%)/ 209.2 .MT 35 0.45 X 3.68 X 1 NO = 1.66 SQ.MT. SMOKE UTILITY 2.00 MID-LAN 39 4.98 X 2.45 X 1 NO = 12.20 SQ.MT. PASS. 8 CHECK 36 1.45 X 5.60 X 1 NO = 8.12 SQ.MT. 1.83 X 1.0 2.00 GE = 9.5 3 SQ 0.45 M.W FU 22 LEVEL RE = 12 /28 0.93 LOBBY ED GE 573 Prachi TOILET 40 1.08 X 0.45 X 1 NO = 0.49 SQ.MT. 37 2.23 X 1.10 X 1 NO = 2.45 SQ.MT. BED ROOM X 1.50 CHAJJA 2.45 X 2.4 3 0.30 2.18 REQUIR ED REFU SQ.MT 5 1.40 PROPOS REFUGE = 20.30 BEAM @ CHAJJA -2 3.65 X 3.0 1.20 41 1.22 X 3.25 X 1 NO = 3.97 SQ.MT. 2.17 FOR AC UNITS 38 1.87 X 1.15 X 1 NO = 2.15 SQ.MT. X 2.28 EXCESS 0.6 M BELOW 0.93 CHAJJA -1 . CHAJJA FOR A C UNITS 42 0.50 X 3.05 X 1 NO = 1.53 SQ.MT. 39 4.98 X 2.45 X 1 NO = 12.20 SQ.MT. G X 1.00 0.6 M BELOW SCALE DATE CHECKED BY 1.00 43 0.22 X 6.80 X 1 NO = 1.50 SQ.MT. 40 1.08 X 0.45 X 1 NO = 0.49 SQ.MT. 1.00 DING ED 0.45 X 3.12 X 1 NO = 1.40 SQ.MT. 41 1.22 X 3.25 X 1 NO = 3.97 SQ.MT. TOILET 0.47 MID-LAN 0.40 FD 0.45 X 3.13 X 1 NO = 1.41 SQ.MT. - BEAM @ 42 0.50 X 3.05 X 1 NO = 1.53 SQ.MT. . CHAJJA CHAJJA 1.40 WING -4 Ninad TOTAL DEDUCTION = 556.58 SQ.MT. Y1 43 0.22 X 6.80 X 1 NO = 1.50 SQ.MT. OOM M. BEDR 0 X 2.33 LEVEL 50% VOID & REFUGE AREA CALCULATION 1:300 0.45 M.W 50% S.S. ED 0.45 X 3.12 X 1 NO = 1.40 SQ.MT. 3.95 X 3.2 R1 0.45 X 0.70 X 2 NOS = 0.63 SQ.MT. DESCRIPTION : FD 0.45 X 3.13 X 1 NO = 1.41 SQ.MT. TOTAL DEDUCTION = 556.58 SQ.MT. Y1 AREA AT R 8TH FLOO 4.25%) SQ.MT 3( Beam R2 R3 24.70 3.60 X X 6.78 1.67 X X 1 NO 2 NOS = = 167.47 SQ.MT. 12.02 SQ.MT. REVISIONS REFUGE AREA CALCULATION REFUGE 196.92 (4%)/ 209.2 .MT CHAJJA R4 0.35 X 2.27 X 2 NOS = 1.59 SQ.MT. GE = 3 SQ TYPICAL FLOOR REQUIR ED RE FU ED REFU GE = PROPOS REFUGE = 20.30 22 9.5 SQ.MT 50% VOID & 50% S.S. R5 R6 13.15 9.60 X X 1.37 0.45 X X 1 NO 1 NO = = 18.02 SQ.MT. 4.32 SQ.MT. R-0 R1 0.45 X 0.70 X 2 NOS = 0.63 SQ.MT. EXCESS 43.08 R7 3.88 X 2.00 X 1 NO = 7.76 SQ.MT. R2 24.70 X 6.78 X 1 NO = 167.47 SQ.MT. R8 3.45 X 2.33 X 1 NO = 8.04 SQ.MT. 1.23 1.50 0.49 1.98 0.45 4.98 12.72 2.86 6.88 5.65 R3 3.60 X 1.67 X 2 NOS = 12.02 SQ.MT. R9 3.55 X 2.15 X 1 NO = 7.63 SQ.MT. R4 0.35 X 2.27 X 2 NOS = 1.59 SQ.MT. R10 0.88 X 2.33 X 1 NO = 2.05 SQ.MT. 1.66 R5 13.15 X 1.37 X 1 NO = 18.02 SQ.MT. CHAJJA TOTAL REFUGE AREA = 229.53 SQ.MT. Y2 0.70 3.75 3.30 4.85 R6 9.60 X 0.45 X 1 NO = 4.32 SQ.MT. 50% VOID & TOTAL BUILT UP AREA [X - (Y1+Y2)] = 500.26 SQ.MT. X1 WING -3 3.25 4.43 0.82 R7 3.88 X 2.00 X 1 NO = 7.76 SQ.MT. 50% S.S. 0.83 LIFT AREA CALCULATION 3.58 2.80 0.45 R8 3.45 X 2.33 X 1 NO = 8.04 SQ.MT. L1 0.30 X 2.85 X 1 NO = 0.86 SQ.MT. 5.65 5.70 R9 3.55 X 2.15 X 1 NO = 7.63 SQ.MT. L2 5.80 X 3.00 X 1 NO = 17.40 SQ.MT. 0.50 R10 0.88 X 2.33 X 1 NO = 2.05 SQ.MT. 3.95 L3 3.75 X 7.05 X 1 NO = 26.44 SQ.MT. 3.72 3.12 TOTAL REFUGE AREA = 229.53 SQ.MT. Y2 CHAJJA L5 2.85 X 3.33 X 1 NO = 9.49 SQ.MT. 3.12 8.38 TOTAL BUILT UP AREA [X - (Y1+Y2)] = 500.26 SQ.MT. X1 & 43.08 50% VOID L6 3.70 X 6.73 X 1 NO = 24.90 SQ.MT. 9.93 NAME AND ADDRESS OF DESIGN ARCHITECT 50% S.S. 3.05 7.05 5.65 6.88 2.86 12.72 4.98 0.45 1.98 0.49 1.50 1.23 L7 3.55 X 0.17 X 1 NO = 0.60 SQ.MT. 10.75 0.30 5.80 2.60 5.55 LIFT AREA CALCULATION L8 3.40 X 3.13 X 1 NO = 10.64 SQ.MT. Beam 1.66 L9 0.15 X 2.98 X 1 NO = 0.45 SQ.MT. 0.22 TYPICAL FLOOR 0.70 TOTAL LIFT AREA PER FL. (TYPICAL FLOOR) = 90.78 SQ.MT. Y3 KAPADIA ASSOCIATES L1 0.30 X 2.85 X 1 NO = 0.86 SQ.MT. 4.85 3.30 3.75 0.82 3.58 3.25 2.85 3.00 3.10 L2 5.80 X 3.00 X 1 NO = 17.40 SQ.MT. LIFT WELL AREA CALCULATION 0.83 0.45 2.80 4.43 L3 3.75 X 7.05 X 1 NO = 26.44 SQ.MT. LW1 3.45 X 3.72 X 1 NO = 12.83 SQ.MT. 2.86 L5 2.85 X 3.33 X 1 NO = 9.49 SQ.MT. 5.70 5.65 DESIGN LLP, PAREL(E), 1.45 8.10 5.55 0.50 LW2 2.75 X 2.50 X 1 NO = 6.88 SQ.MT. L6 3.70 X 6.73 X 1 NO = 24.90 SQ.MT. 3.95 1.55 L7 3.55 X 0.17 X 1 NO = 0.60 SQ.MT. 3.12 3.72 3.72 LW3 2.70 X 2.50 X 1 NO = 6.75 SQ.MT. 8.38 3.12 MUMBAI - 400012. 2.71 L8 3.40 X 3.13 X 1 NO = 10.64 SQ.MT. LW4 2.69 X 2.49 X 1 NO = 6.70 SQ.MT. 6.80 2.95 2.60 8.80 2.60 L9 0.15 X 2.98 X 1 NO = 0.45 SQ.MT. 9.93 3.05 0.75 7.05 LW5 2.47 X 2.70 X 1 NO = 6.67 SQ.MT. 1.38 10.75 TOTAL LIFT AREA PER FL. (TYPICAL FLOOR) = 90.78 SQ.MT. Y3 5.55 2.60 3.45 5.80 0.30 2.85 5.25 3.70 1.15 1.15 3.40 0.15 LW6 3.20 X 3.60 X 1 NO = 11.52 SQ.MT. 1.45 1.38 0.22 STAIRCASE AREA CALCULATION LW7 3.20 X 2.50 X 1 NO = 8.00 SQ.MT. 2.98 0.15 TYPICAL FLOOR 3.10 3.00 2.50 2.50 2.85 2.49 LW8 3.20 X 2.50 X 1 NO = 8.00 SQ.MT. 0.50 3.33 3.10 3.13 2.98 S1 5.25 X 3.10 X 1 NO = 16.28 SQ.MT. TOTAL LIFT WELL AREA PER FL. (TYP. FL.) = 67.35 SQ.MT. L2 S2 4.55 X 3.95 X 1 NO = 17.97 SQ.MT. 2.86 2.75 2.70 2.69 5.55 8.10 1.45 TOTAL LIFT AREA PER FL. (L1-L2) = 22.19 SQ.MT. Y2 0.49 0.20 S3 0.20 X 1.15 X 1 NO = 0.23 SQ.MT. 4.55 0.45 2.80 4.56 STAIRCASE AREA CALCULATION 2.85 5.60 S4 4.85 X 3.95 X 1 NO = 19.16 SQ.MT. 1.55 6.73 3.05 1.22 1.05 29.86 S5 5.55 X 3.10 X 1 NO = 17.21 SQ.MT. 2.71 S1 5.25 X 3.10 X 1 NO = 16.28 SQ.MT. 2.47 2.03 TOTAL STAIRCASE AREA PER FL. (TYPICAL FLOOR) = 70.85 SQ.MT. Y4 2.60 8.80 2.60 2.95 6.80 S2 4.55 X 3.95 X 1 NO = 17.97 SQ.MT. 0.75 2.57 3.95 3.12 0.45 1.38 S3 0.20 X 1.15 X 1 NO = 0.23 SQ.MT. 1.22 0.45 3.13 3.60 3.25 0.15 3.40 1.15 1.15 3.70 5.25 2.85 S4 4.85 X 3.95 X 1 NO = 19.16 SQ.MT. LIFT LOBBY AREA CALCULATION 2.23 1.87 0.20 3.30 3.65 1.38 1.45 S5 5.55 X 3.10 X 1 NO = 17.21 SQ.MT. 2.98 0.15 3.30 TYPICAL FLOOR TOTAL STAIRCASE AREA PER FL. (TYPICAL FLOOR) = 70.85 SQ.MT. Y4 1.15 1.10 3.45 3.55 0.88 3.68 LO1 1.45 X 2.95 X 1 NO = 4.28 SQ.MT. LIFT LOBBY AREA CALCULATION 1.15 3.55 5.23 4.98 3.88 3.71 5.25 2.98 2.50 2.50 3.10 3.25 LO2 8.10 X 2.60 X 1 NO = 21.06 SQ.MT. 3.13 3.33 2.70 NAME OF THE OWNER 0.50 LO1 1.45 X 2.95 X 1 NO = 4.28 SQ.MT. SIGNATURE 3.68 2.330.50 4.33 2.150.17 LO3 3.30 X 0.83 X 1 NO = 2.74 SQ.MT. 3.68 LO2 8.10 X 2.60 X 1 NO = 21.06 SQ.MT. 1.50 2.33 2.08 3.60 LO4 2.80 X 3.12 X 1 NO = 8.74 SQ.MT. 3.20 3.20 2.00 0.20 4.56 2.80 0.45 4.55 2.47 0.49 LO3 3.30 X 0.83 X 1 NO = 2.74 SQ.MT. 5.57 0.45 2.45 3.68 0.45 LO5 2.60 X 8.80 X 1 NO = 22.88 SQ.MT. 2.85 5.60 6.73 LO4 2.80 X 3.12 X 1 NO = 8.74 SQ.MT. 1.51 29.86 1.08 9.60 1.07 LO6 2.80 X 3.12 X 1 NO = 8.74 SQ.MT. 1.05 1.22 3.05 8.50 0.81 24.70 9.88 LO5 2.60 X 8.80 X 1 NO = 22.88 SQ.MT. M/S. GODREJ PROPERTIES LIMITED LO7 3.30 X 0.50 X 1 NO = 1.65 SQ.MT. 2.03 2.47 LO6 2.80 X 3.12 X 1 NO = 8.74 SQ.MT. 3.12 3.13 2.57 Avane LO8 5.55 X 2.60 X 1 NO = 14.43 SQ.MT. Digitally signed by Avaneesh Arya 0.70 0.45 0.45 0.45 0.70 LO7 3.30 X 0.50 X 1 NO = 1.65 SQ.MT. 0.45 3.25 3.60 3.60 0.45 DN: c=IN, o=Personal, title=1752, 0.70 LO9 1.15 X 0.15 X 1 NO = 0.17 SQ.MT. 3.95 1.22 LO8 5.55 X 2.60 X 1 NO = 14.43 SQ.MT. pseudonym=F7954072170B716978 ACA0EA60DDAD4BCC0DF6CA, LO10 2.86 X 1.55 X 1 NO = 4.43 SQ.MT. 3.65 3.30 0.20 1.87 2.23 2.5.4.20=9bb645125e6989f259cd8 LO9 1.15 X 0.15 X 1 NO = 0.17 SQ.MT. esh LO11 2.71 X 1.38 X 1 NO = 3.74 SQ.MT. 3.30 849ea776dfa9a869f4c107a4f00d2d LO10 2.86 X 1.55 X 1 NO = 4.43 SQ.MT. 93a93243fdef3, 1.15 3.68 0.88 3.55 3.20 3.45 1.10 8TH TOP PODIUM FLOOR PLAN. postalCode=227412, st=Uttar LO12 2.85 X 2.57 X 1 NO = 7.32 SQ.MT. 3.55 3.88 1.15 4.98 5.25 3.68 LO11 2.71 X 1.38 X 1 NO = 3.74 SQ.MT. 3.71 Pradesh, TOTAL LIFT LOBBY AREA PER FL. (TYPICAL FLOOR) = 100.18 SQ.MT. Y5 5.23 3.25 serialNumber=5BFD5D8D344B6D8 2.330.50 Arya 4.33 LO12 2.85 X 2.57 X 1 NO = 7.32 SQ.MT. 2.150.17 7C0013A1FC7452A2FD9CD028092 6.78 6.78 6.78 3.60 3.68 2.08 1.50 4E7C62CACD50429A8B7D6A, 2.33 TOTAL LIFT LOBBY AREA PER FL. (TYPICAL FLOOR) = 100.18 SQ.MT. Y5 2.00 cn=Avaneesh Arya 2.45 DUCT AREA CALCULATION DUCT AREA CALCULATION Date: 2024.03.21 19:57:10 +05'30' 0.45 3.68 0.45 5.57 TYPICAL FLOOR 1.07 9.60 1.08 1.51 D1 0.20 X 1.05 X 1 NO = 0.21 SQ.MT. D1 0.20 X 1.05 X 1 NO = 0.21 SQ.MT. 9.88 24.70 0.81 8.50 TOTAL DUCT AREA PER FL. (TYPICAL FLOOR) = 0.21 SQ.MT. Y6 TOTAL DUCT AREA PER FL. (TYPICAL FLOOR) = 0.21 SQ.MT. Y6 0.45 0.45 0.45 0.70 0.70 NET BUILT UP AREA = 305.59 SQ.MT. X1 0.70 [X1 - (Y2+Y3+Y4+Y5+Y6)] 10.33 3.60 0.35 13.15 0.35 3.60 11.70 NAME AND ADDRESS OF LICENSED SURVEYOR (L.S) SIGNATURE NET BUILT UP AREA = 238.24 SQ.MT. [X1 - (Y3+Y4+Y5+Y6)] BUILT UP AREA FOR REFUGE AREA CALC. = 238.24 SQ.MT. 1.67 1.37 1.67 SCALE- 1:300 EXCLUDING LIFT WELL AREA ( X1 - L2 ) 2.27 2.27 13.15 2.27 2.27 EXCESS REFUGE AREA = 20.30 SQ.MT. 3.60 3.60 0.90 BUA+ REFUGE AREA = 258.54 SQ.MT. 6.78 6.78 6.78 EXCESS REFUGE AREA = 20.29 SQ.MT. BUA+ REFUGE AREA = 325.88 SQ.MT. 0.60 0.60 LINE AREA DIA. FOR 8TH REFUGE FLOOR. (WING - 4) SCALE - 1:100 11.70 3.60 0.35 13.15 0.35 3.60 10.33 Shashik Digitally signed by Shashikant Laxman Jadhav 1.67 2.27 2.27 DN: c=IN, o=Personal, title=4436, 2.27 1.37 2.27 ant 2.5.4.20=96ea24e3466c15550473 13.15 1.67 630d8843a8d731e6d1b86679d2d 3.60 0.90 3.60 B-106, Natraj Building, 15210387be9f50e48, postalCode=400080, Laxman st=Maharashtra, S P A C E A G E serialNumber=28d8c972d6fe5f6f0 7b6902daebcaee524cb190ed30f1 0.60 0.60 Mulund Goregaon Link Road Jadhav e33cde9c2dd15f6a34e, cn=Shashikant Laxman Jadhav LINE AREA DIA. FOR 8TH REFUGE FLOOR. (WING - 3) Date: 2024.03.21 19:55:40 +05'30' SCALE - 1:100 Mulund (w), Mumbai : 4000 080 C O N S U L T A N T S