CONTENTS OF THE SHEET BUILDING NO. 4 WING - A3 & A2 SHEET NO. 1/8 TOTAL BUILT-UP AREA & TENEMENTS SUMMARY FOR WING -A3 TOTAL BUILT-UP AREA & TENEMENTS SUMMARY FOR WING -A2 * GROUND FLOOR PLAN & AREA DIAGRAM & CALCULATION. * BUILT-UP AREA SUMMARY & PARKING STATEMENT FOR BOTH WING - A3 & A2 * POCKET TERRACE AREA DIAGRAM & CALCULATION. 29.18 0.20 2.38 4.35 1.02 0.73 1.65 2.65 1.43 3.50 5.45 2.65 3.18 3 0.95 6 1.30 1.55 4 16 3.18 1.12 5 3.40 1 2.25 2 1.68 SR 0.97 5.83 1.31 2.08 SL 3.30 17 4.50 14.43 SL1 10 11 12 13 0.15 0.15 3.55 15.38 4.35 17.37 GROUND FLOOR PLAN CALCULATION WING - A3 3.15 1.45 2.90 18.30 14 6.20 19.32 BUILT UP AREA CALCULATION SL3 0.93 SL2a 18 1.53 2.30 5.15 19a 0.40 22 A 32.75 X 29.18 X 1 NO = 955.65 SQ.MT. 3.30 18a TOTAL ADDITION = 955.65 SQ.MT. X STANDARD DEDUCTIONS 4.55 3.78 1 3.18 X 1.02 X 1 NO = 3.24 SQ.MT. 2.55 2.19 2 5.83 X 0.73 X 1 NO = 4.26 SQ.MT. 0.20 3 1.30 X 0.20 X 1 NO = 0.26 SQ.MT. 3.32 24 19 SL5 4 1.55 X 1.65 X 1 NO = 2.56 SQ.MT. 0.60 5 1.12 X 2.25 X 1 NO = 2.52 SQ.MT. 32.75 0.31 20 1.25 21 6.95 10.95 11.25 9.00 2.00 SL10 2.00 E6 32.75 6 0.95 X 2.65 X 1 NO = 2.52 SQ.MT. 1.64 0.97 3.35 1.78 7 9.37 X 3.10 X 1 NO = 29.05 SQ.MT. 1.42 19 SL6 SL7 SL8 SL9 0.92 E4 3.32 0.15 24 8 6.70 X 0.20 X 1 NO = 1.34 SQ.MT. SO1 1.95 0.60 1.23 1.00 23 1.00 1.03 E3 9 6.85 X 6.10 X 1 NO = 41.79 SQ.MT. 1.87 2.19 0.65 10 7.67 X 3.40 X 1 NO = 26.08 SQ.MT. 0.20 1.43 3.63 10a 14.43 X 1.43 X 1 NO = 20.63 SQ.MT. 0.90 0.60 0.60 GROUND FLOOR CALCULATION FOR WING - A2 12.55 D2 2 D3 1 1.78 0.65 1.15 0.65 1.78 0.65 3 13.05 11 15.38 X 3.50 X 1 NO = 53.83 SQ.MT. 4.05 SO GROUND FLOOR 3.30 18a 1.60 1.80 8.52 E5 E1 4.35 LL3 1.10 LL4 LL7 1.10 11a 9.07 X 3.40 X 1 NO = 30.84 SQ.MT. 18 E2 0.90 LL5 1.05 LL4 0.90 A 30.30 X 12.00 X 1 NO = 363.60 SQ.MT. SL3a 22 5.76 D1 2.25 1.78 1.15 .178 2.25 1.53 2.30 2.80 2.25 10 12 17.37 X 5.45 X 1 NO = 94.67 SQ.MT. 4.55 0.98 L4 2.90 2.90 D1 6.20 SL2 3.50 LL6 1.25 TOTAL ADDITION = 363.60 SQ.MT. X 3.40 LL2 1.80 1.80 13 18.30 X 2.65 X 1 NO = 48.50 SQ.MT. 4.50 ST4 4.50 ST2 4.35 6.80 LL2 ST2 4.35 ST1 4.50 1.12 DEDUCTIONS 1.60 2.70 3.10 0.45 2.15 2.15 0.45 14 19.32 X 3.18 X 1 NO = 61.44 SQ.MT. 3.40 2.50 1 12.55 X 0.60 X 1 NO = 7.53 SQ.MT. 2.68 E7 L3 1.95 15 1.45 X 4.50 X 1 NO = 6.53 SQ.MT. 1.70 LL8 ST3 1.45 LL1 1.40 LL1 1.40 ST31.45 1.85 9 2 1.15 X 0.65 X 1 NO = 0.75 SQ.MT. 0.20 6.10 4.53 1.87 0.60 2.00 6.80 2.00 0.60 1.87 4.72 16 3.40 X 2.38 X 1 NO = 8.09 SQ.MT. 0.15 0.60 16a 3 13.05 X 0.60 X 1 NO = 7.83 SQ.MT. 2.50 0.85 1.00 0.85 0.85 12.90 L1 L2 L1 6 1.78 2.95 1.78 2.15 16a 12.90 X 3.77 X 1 NO = 48.63 SQ.MT. 4 7.53 X 6.90 X 1 NO = 51.96 SQ.MT. 12.00 A 3.05 17 3.30 X 0.97 X 1 NO = 3.20 SQ.MT. 7.92 SL4 SO1 3.00 SO2 5 2.47 X 7.05 X 1 NO = 17.41 SQ.MT. 1.75 EM1 1.90 SO3 2.20 11 17a 6.70 X 4.70 X 1 NO = 31.49 SQ.MT. 9.37 6 2.15 X 0.85 X 1 NO = 1.83 SQ.MT. 9.07 2.95 1.92 11a 2.47 2.15 1.78 18 6.20 X 0.15 X 2 NOS = 1.86 SQ.MT. 7 2.00 X 6.25 X 1 NO = 12.50 SQ.MT. 7 7.67 10 SO4 0.70 EM4 0.70 6.85 6.90 4.67 1.73 7.05 6.90 18a 3.30 X 4.55 X 2 NOS = 30.03 SQ.MT. 6.70 17a 6.70 9 12 5 4 6.25 8 4.47 X 3.35 X 1 NO = 14.97 SQ.MT. 7 19 3.32 X 2.19 X 2 NOS = 14.54 SQ.MT. 9 0.60 X 1.85 X 1 NO = 1.11 SQ.MT. 4.35 EM2 19a 5.15 X 3.78 X 1 NO = 19.47 SQ.MT. 4.50 8 3.35 EM3 3.35 10 1.12 X 2.25 X 1 NO = 2.52 SQ.MT. 20 0.31 X 1.64 X 1 NO = 0.51 SQ.MT. 11 2.95 X 1.75 X 1 NO = 5.16 SQ.MT. 1.45 15 8 21 1.25 X 1.42 X 1 NO = 1.78 SQ.MT. 7.02 4.47 1.93 4.87 2.00 2.47 7.53 12 7.02 X 6.90 X 1 NO = 48.44 SQ.MT. 22 0.40 X 2.30 X 2 NOS = 1.84 SQ.MT. SERVENT TOILET = 2.20 SQ.MT. 4.70 3.78 4.50 3.10 0.20 6.10 3.40 3.40 30.30 23 1.00 X 1.43 X 1 NO = 1.43 SQ.MT. 29.18 TOTAL DEDUCTION = 174.21 SQ.MT. Y1 24 0.60 X 1.23 X 2 NOS = 1.48 SQ.MT. LINE AREA DIAGRAM OF GROUND FLOOR PLAN WING - A2 TOTAL BUILT UP AREA [X - Y1] = 189.39 SQ.MT. X1 TOTAL DEDUCTION = 594.54 SQ.MT. Y1 BUILT-UP AREA LINE DIAGRAM FOR GROUND FLOOR WING - A3 SCALE- 1:100 SCALE - 1:100 LIFT AREA CALCULATION TOTAL CONSTRUCTION AREA = ( X - Y1 ) = 361.24 SQ.MT. Y2 GROUND FLOOR 29.18 33.95 L1 1.78 X 0.90 X 2 NOS = 3.20 SQ.MT. SERVENT TOILET AREA B L2 2.95 X 1.00 X 1 NO = 2.95 SQ.MT. SR 1.68 X 1.31 X 1 NO = 2.20 SQ.MT. Y3 2.38 4.35 1.75 0.20 1.65 2.65 1.43 3.50 5.45 2.65 3.18 3.40 3.40 6.10 0.20 3.30 1.15 3.30 0.20 6.10 3.40 3.40 L3 6.80 X 1.95 X 1 NO = 13.26 SQ.MT. 0.95 SOCIETY OFFICE AREA 1.55 2.25 L4 2.50 X 2.80 X 1 NO = 7.00 SQ.MT. TIE BEAM AT MIDLANDING LAVEL SO 4.05 X 3.50 X 1 NO = 14.18 SQ.MT. 0.60 M.W.C. TOTAL LIFT AREA = 26.41 SQ.MT. Y2 3.18 1.12 12.MT. WIDE INTERNAL ROAD A 3.40 3.08 x 3.95 DUCT SERV. TOLIET SO1 1.95 X 1.87 X 1 NO = 3.65 SQ.MT. BUILDING LINE BUILDING LINE STAIRCASE AREA CALCULATION VOID Y4 TOILET SERV.TOILET ABOVE ABOVE TOTAL SOCIETY OFFICE AREA = 17.83 SQ.MT. 5.83 2.05 x 1.65 GROUND FLOOR 1.53 x 1.03 1.53 x 1.12 0.87 0.15 0.86 0.15 FRD BUILDING LINE BUILDING LINE ST1 4.72 X 4.50 X 1 NO = 21.24 SQ.MT. ABOVE ABOVE STAIRCASE, LIFT & LIFT LOBBY AREA CALCULATION 4.10 ST2 1.88 X 4.35 X 2 NOS = 16.36 SQ.MT. 3.10 x 0.51 STAFF AREAS/BOH/FM 2.00 SL 2.08 X 4.50 X 1 NO = 9.36 SQ.MT. 3.30 STORE ROOM 0.60 4.18 4.18 0.60 ST3 0.60 X 1.45 X 2 NOS = 1.74 SQ.MT. SL1 3.55 X 4.35 X 1 NO = 15.44 SQ.MT. 5.87 x 4.17 A 13 12 11 08 O7 06 ST4 4.53 X 4.50 X 1 NO = 20.39 SQ.MT. 14 05 1.53 x 0.92 3.15 X 0.15 X 1 NO = 0.47 SQ.MT. 6.25 2.25 S S S S TOTAL STAIRCASE AREA = 59.73 SQ.MT. Y3 14.43 SL2 0.98 X 2.70 X 1 NO = 2.65 SQ.MT. 15.38 5.16 S B 10 09 B S 5.16 LIFT LOBBY AREA CALCULATION 1.85 x 2.82 SL2a 0.98 X 2.90 X 1 NO = 2.84 SQ.MT. GROUND FLOOR 18.30 UP DN FRD 17.37 3 S S MID-LANDING LVL. SL3 1.53 X 1.45 X 1 NO = 2.22 SQ.MT. Above Floor Line 2.00 2.00 LL1 2.00 X 1.40 X 2 NOS = 5.60 SQ.MT. 2.00 2 BEAM AT FRD SL3a 1.53 X 1.60 X 1 NO = 2.45 SQ.MT. 4.45 6.20 5 4.45 1.20 LL2 2.15 X 1.80 X 2 NOS = 7.74 SQ.MT. 3.13 3.13 SL4 7.92 X 4.50 X 1 NO = 35.64 SQ.MT. 3.78 x 5.15 FRD E.D. E.D. 4 1 1.03 1.03 LL3 2.25 X 1.10 X 1 NO = 2.48 SQ.MT. METER ROOM METER ROOM SL5 1.25 X 0.15 X 1 NO = 0.19 SQ.MT. s 1.80 x 4.12 5.30 5.30 4.35 x 3.30 LL4 1.78 X 0.90 X 2 NOS = 3.20 SQ.MT. SL6 6.95 X 0.65 X 1 NO = 4.52 SQ.MT. 2.00 x 1.95 2.00 FRD 1.58 1.58 LL5 1.15 X 1.05 X 1 NO = 1.21 SQ.MT. s s 2.48 2.47 1.05 BEAM AT 1.05 2.47 SL7 10.95 X 1.60 X 1 NO = 17.52 SQ.MT. MID-LANDING LVL. 1.75 1.58 1.58 LL6 6.80 X 1.25 X 1 NO = 8.50 SQ.MT. 6.35 6.85 0.65 0.65 s s SL8 11.25 X 1.80 X 1 NO = 20.25 SQ.MT. CHAJJA F.D. F.D. F.D. F.D. 0.25 AVS LL7 2.25 X 1.10 X 1 NO = 2.48 SQ.MT. 2.45 x 1.62 12.MT. WIDE INTERNAL ROAD P.LIFT 2.00 E.D. 0.45 0.45 E.D. 2.00 2.25 2.00 1.13 PARKING AREA STATEMENT FOR WING - A2 AS PER 2034 0.20 2.25 0.20 SL9 9.00 X 0.90 X 1 NO = 8.10 SQ.MT. 1.00 X 1.43 SERV.TOILET 2.55 x 2.05 FIREMAN LL8 2.50 X 1.70 X 1 NO = 4.25 SQ.MT. FIRE PANEL ROOM E.D. E.D. 1.53 x 1.12 3.07 AVS EVACUATION 2.00 UP LOBBY 2.00 AREA TO OBTAIN REQ. PARKING NO.OF FLATS PARKING 1.00 X 0.20 X 1 NO = 0.20 SQ.MT. 3.18 x 3.66 F.D. F.D. 2.45 X 0.72 0.45 0.45 TOTAL LIFT LOBBY AREA = 35.46 SQ.MT. Y4 LIFT 10.80 x 2.15 25.05 TIE BEAM AT MIDLANDING LAVEL 2.55 X 0.20 X 1 NO = 0.51 SQ.MT. FRD 25.05 2.30 X 2.45 E.D. 0.45 E.D. 1.53 x 1.03 UP TO 45.00 SQ.MT. 1 FOR 4 NIL NIL 4.50 CHAJJA P.LIFT E.D. E.D. SOCIETY OFFICE AREA CALCULATION 45.00 TO 60.00 SQ.MT. 1 FOR 2 NIL NIL 32.75 11.25 32.75 2.000.10 2.000.10 0.31 9.00 2.00 2.00 VOID VOID VOID 3.85 AVS SL10 2.00 X 3.35 X 1 NO = 6.70 SQ.MT. 4.93 x 2.00 CHAJJA 1.25 X 1.42 2.55 x 2.05 LOBBY LOBBY UP SERV.TOILET GROUND FLOOR 2.00 x 1.75 2.00 x 1.75 60.00 TO 90.00 SQ.MT. 1 FOR 1 3 Nos. 03 Nos. E1 4.35 X 3.40 X 1 NO = 14.79 SQ.MT. 2.15 x 10.95 5.45 2.65 3.18 FRD FRD FRD 1.85 FRD 3.35 2.30 x 1.50 LIFT LIFT LIFT 2.05 x 1.65 SO1 2.48 X 3.00 X 1 NO = 7.44 SQ.MT. ABOVE 90.00 SQ.MT. 2 FOR 1 128 Nos. 256 Nos. F.D. TOILET 2.00 x 2.55 2.00 x 2.55 2.00 x 2.55 2.45 x 1.62 E2 5.76 X 3.40 X 1 NO = 19.58 SQ.MT. FEEDER PILLAR F.D. AVS 3.07 2.45 X 0.72 B FRD FRD 3.66 x 3.18 SO2 2.15 X 3.05 X 1 NO = 6.56 SQ.MT. TOTAL FLATS & PARK. ----- 131 Nos. 259 Nos. P.LIFT 7.03 1.55 x 1.53 E3 1.03 X 3.63 X 1 NO = 3.74 SQ.MT. 6.93 AVS 2.55 x 2.05 2.15 1.00 X 1.43 2.95 SO3 1.78 X 2.20 X 1 NO = 3.92 SQ.MT. E4 0.92 X 0.97 X 1 NO = 0.89 SQ.MT. 2.19 2.47 SOCIETY OFFICE 2.47 10 % VISITOR PARKING REQUIRED 25.90 Nos. TOILET AVS 0.60 x 1.37 0.90 x 1.53 s 4.27 x 3.35 2.95 X 1.75 1.75 1.52 x 2.55 SO4 4.68 X 0.70 X 1 NO = 3.28 SQ.MT. E5 8.52 X 6.10 X 1 NO = 51.97 SQ.MT. 1.53 x 1.65 TOTAL REQUIRED PARKING FOR WING - A2 284.90 Nos. WAITING LOUNGE 0.25 5.30 5.30 FRD 5.18 x 2.58 E6 2.00 X 1.78 X 1 NO = 3.56 SQ.MT. TOTAL SOCIETY OFFICE AREA = 21.20 SQ.MT. Y5 TOTAL REQUIREMENT OF PARKING SAY 285 Nos. 2.00 x 1.95 ENTRANCE LOBBY 1.03 1.52 x 0.70 1.38 x 0.60 1.38 x 0.60 1.03 1.03 6.87 x 6.10 3.13 4.28 x 7.90 3.13 E.D. & F.D. AREA CALCULATION TOTAL PROPOSED PARKING 285 Nos. E7 2.08 X 0.20 X 1 NO = 0.42 SQ.MT. METER ROOM SOCIETY OFFICE 4.35 x 3.30 3.10 x 3.05 FRD 2.78 x 0.60 GROUND FLOOR TOTAL STAIRCASE, LIFT & LOBBY = 224.01 SQ.MT. Y4 3.78 x 5.15 E.D. 1.20 METER ROOM ENTRANCE LOBBY V D1 0.45 X 2.90 X 2 NOS = 2.61 SQ.MT. 6.20 NET BUILT-UP AREA PER FLOOR = ( Y2 - Y3 - Y4 ) = 117.20 SQ.MT. 8 4.28 x 7.90 METER ROOM FRD 6.40 x 3.35 WAITING LOUNGE 2.00 3.20 x 4.76 D2 1.78 X 0.65 X 1 NO = 1.16 SQ.MT. 1.82 x 3.60 FRD ELV ROOM 2.40 x 0.70 5.16 S B 5.16 DESCRIPTION OF PROPOSAL & PROPERTY 4.40 x 1.67 3.30 x 1.01 3.20 x 1.21 3.10 x 4.16 D3 1.78 X 0.65 X 1 NO = 1.16 SQ.MT. / IBS ROOM DN UP 4.35 x 3.30 S S FRD B TOTAL DUCT AREA PER FL. (TYPICAL FLOOR) = 4.93 SQ.MT. Y6 PROPOSED TO ALLOW CHANGE OF USER FROM INDUSTRIAL ZONE ( I ) TO RESIDENTIAL ZONE ( R )/ 2.00 6.05 01 COMMERCIAL ZONE ( C ) ON PLOT BEARING C.T.S. NO. 67(PT.), 67A, 67/1 TO 5, & 67/9 TO 18, 0.55 0.55 PARKING AREA STATEMENT FOR WING - A3 AS PER 2034 FRD 02 03 04 METER ROOM AREA CALCULATION 67/22 TO 25, 67/29 TO 39 & 67/41 OF VILLAGE - VIKHROLI, L. B. S. ROAD, VIKHROLI (W), MUMBAI. 3.38 3.38 GROUND FLOOR 2.00 2.00 A 2.40 x 2.08 AREA TO OBTAIN REQ. PARKING NO.OF FLATS PARKING 6 EM1 1.92 X 1.90 X 1 NO = 3.65 SQ.MT. NAME, ADDRESS OF DEVELOPER SIGNATURE 2.00 BUILDING LINE ABOVE 0.60 0.87 0.87 0.60 UP TO 45.00 SQ.MT. 1 FOR 4 NIL NIL 4.10 9.37 s 9.07 EM2 4.87 X 4.35 X 1 NO = 21.18 SQ.MT. Macrotech Developers Limited 45.00 TO 60.00 SQ.MT. 1 FOR 2 NIL NIL FRD 7.67 BUILDING LINE EM3 1.93 X 3.35 X 1 NO = 6.47 SQ.MT. 60.00 TO 90.00 SQ.MT. 1 FOR 1 4 Nos. 04 Nos. 6.70 FIREMAN 6.70 6.85 ABOVE BUILDING LINE 9TH FLOOR, LODHA EXCELUS, N. M. JOSHI MARG LOBBY EVACUATION 12.MT. WIDE INTERNAL ROAD ABOVE EM4 1.73 X 0.70 X 1 NO = 1.21 SQ.MT. MAHALAKSHMI, MUMBAI 400 011 ABOVE 90.00 SQ.MT. 2 FOR 1 116 Nos. 232 Nos. 1.50 x 2.30 LIFT A VOID TOTAL METER ROOM AREA = 32.51 SQ.MT. Y7 TOTAL FLATS & PARK. ----- 120 Nos. 236 Nos. 2.30 X 2.45 WING - A3 WING - A2 NET BUILT UP AREA = 9.15 SQ.MT. 10 % VISITOR PARKING REQUIRED 23.60 Nos. 7 TIE BEAM AT MIDLANDING LAVEL NAME AND ADDRESS OF LICENSED SURVEYOR (L.S.) SIGNATURE [X1 - (Y2+Y3+Y4+Y5+Y6+Y7)] s 1.15 TOTAL REQUIRED PARKING FOR WING - A3 259.60 Nos. PERMISSIBLE SOCIETY OFFICE AREA = 20.00 SQ.MT. TOTAL REQUIREMENT OF PARKING SAY 260 Nos. PROPOSED SOCIETY OFFICE AREA = 21.20 SQ.MT. B 0.68 3.40 3.40 6.10 0.15 0.20 3.05 0.30 3.05 0.15 0.20 3.30 2.80 3.40 3.40 0.68 TOTAL PROPOSED PARKING 260 Nos. 4.70 3.78 4.50 3.10 0.20 6.10 3.40 3.40 EXCESS SOCIETY COUNTED IN FSI. ( 21.20 - 20.00 ) = 1.20 SQ.MT. 29.18 33.95 S P A C E A G E B-106, Natraj Building, GROUND FLOOR PLAN WING - A3 GROUND FLOOR PLAN WING - A2 Mulund Goregaon Link Road SCALE - 1:100 SCALE - 1:100 C O N S U L T A N T S Mulund (w), Mumbai : 4000 080