IOD 6/ 13 7.52 9.35 7.53 13.88 7.53 0.23MT THK. VERTICAL FINS W 1.50MT.HIGH PARAPET WALL ITH 75 % OPENIN G 52 0.30 0.23MT THK. 6. 12.93 1.50MT.HIGH PARAPET WALL 0.30 6.25 0.23MT THK. 1.50MT.HIGH PARAPET WALL 6.35 + 21.90 M. 0.23MT THK. 5.40 UP 9.00 5.2 8.2 0 0.2 5 0 5 5 0.2 1.50MT.HIGH PARAPET WALL 0.2 0 5 21.65 0.7 8.2 5.2 0..23MT THK. Q 5 0 2.9 0.6 3.4 1.5 S.S LA 5 3.4 T.W 0 B 0 X1 0M DU 5 OR .70 CT 5 0.7 2.9AL FLLOINE 8 3.0 5 .C 1.2 12.08 3.0 PIC NG JJA CT 5 DU TY ILDI DU .50 1) THIS DOCUMENT IS DIGITALLY SIGNED HA CT BU X2 0 R E \\SERVER\D\KANDIVALI BMC ONLINE BMC PROPOSAL\HUSSEIN BALWA\BALWA NAGAR -- GOREGAON\IOD APPLICATION\IOD BMC PLAN FOR --FSI 0.75+INCEN+TDR+STAIRCASE..7.4.2023.DWG 0 .50 OO IN 1.3 FL NG L 1.3 0.9.20 X 1 0 1.7 2.7 2 AND NO PHYSICAL SIGH IS REQUIRED. 1.50MT.HIGH PARAPET WALL 3.4 D I 0.2 X2 3R ILD 0 2 3.09 B BU 00. LA 05 .70 0 S.S 0X 3 0.2 .85 DU 4.5 0 0 0.5 CT 0 0.8 2.4 WC 0.6 S.S OPENING 5 3 3.6 FOR O DU CT LA B 2)THIS PLANS ARE APPROVED SUBJECT 2 AC E 0.8 5X 1.4 0 1.10 4 SP 2.5 5 8 1.3 19.67 TO THE CONDITION'S ENTIONED IN THE CE 4.7 IOD ISSUED UNDER NO. P-12566/2022/(928 0 NT 6.0 0.6 6.1 9 ER 8 0M 6.3 + 22.50 M. And Other)/P/S Ward/PAHADI 5.4 .84 X 6.75 1.77 0 T.W TIE BEAM 1MT.BELOW 5X L AL SS A4 SQ 0.58 ALTERNATE FLOORS LVL. TIE BEAM 1MT.BELOW ALTERNATE FLOORS LVL. Q GOREGAON-W/IOD/1/New 2.7 .M NE .C VERTICAL FINS WITH 75 % CW RE 10 FIT .A 0 T HA 20 1.50 RC 20. .48 SI C.A COUNTED IN FSI 6.1 JJA 0.23MT THK. IN F 0X ER TED LIFT FIRE LIFT C.A NT 0.6 7 3)THIS DRAWING SHALL BE READ IN 3.3 UN .25 3.50 X 2.35 2.65 X 2.35 .A 0.2 CE 0M 0.2 CO . 5 SS 3.70 Q.MT CONJUNCTION WITH INTIMATION OF 50 1.4 0 5.3 FR D NE FIT .62 X 7.12 S T.W .C 51 .45 PAVED LOS -2 DISAPPROVAL ISSUED UNDER SECTION 2.0 7 HA A5 B 5 + 21.90 M. 493.40 1.50MT.HIGH PARAPET WALLVERTICAL FINS WITH 75 % OPENING LA 2.2 JJA 5 346 OF MMC ACT 1888 UNDER NO. 2.00 5X 1.2 RE 1.2 S.S CT D 0 FR 0 0.30 5 DU OX 3.0 FR LIFT LOBBY D S.S 0.6 P-12566/2022/(928 And Other)/P/S 0.45 COUNTED LA 1.0 1.03 1.20 1.6 DU B EF IN FSI 5 CT 0X 8.78 X 2.59 FR D .2 5 0.2 FRD X0 0X 0.6 0.6 Ward/PAHADI GOREGAON-W/IOD/1/New O 5 1.0 0 4.8 R L 0 1.1 EV F ED F.D 1.0 0M AC IRE 0 C 2.5 2.7OR OW 0 5 X ET UA 1.4 5X T.W 5X 2.3 R E 3.5 TER T T 0 2.5 LIFT ION 5 LIF 2.3 EF OO IN 7 0 R E 2.5 .C 9 7.4 D FL NG L 3.2 AC LOO LIN 1.3 3.1 1.2 X 4 2.00 0 2X SP HA 0.98 5 5 5X 0 B 2.6 2.8 2.0 F NG 0 7.4 2.8 0 2.25 X 6.64 FRD D 2N ILD I AC 0 ED BU 1.3 JJA 2N ILDI 3 6 SP 8X 0.27 2.00 5.4 5.1 DN0 3.5 1.2 C 0 0 4.0 0 2.0 5 0X W. 1.2 BU D 0.0 1.2 FR UP 8 4 0 1.6 2.4 ELEC. SHAFT 1 OR E 5.2 2.0 4 LO G LIN 5 3.6 LIF CT 6.64 9.00 2.5 T LO 1.9 2.40 F 6.44 DU 3.04 1.0 5X 2X BB 2.1 Y 0 D 3R ILDI N LA B O 3 FRD 1.7 BU 1 S.S 2.4 3 5 2.5 CT P R O F O R M A - II C.A .65 X FFIC 2.8 6 0 13.65 1.0 DU R 0.70 5 0.7 D FR 1.5 UP 1.48 D 6 E 2.5 4 OI .1 3.0 5 6 0.60 3.81 V 3.0 CONTENTS OF SHEET : 5.1 DU 5.48 TY 5.83 DN 3S 5 0 CT 7TH PODIUM FLOOR PLAN 1.3 2.84 0.3 S.S CIE 4.7 6.78 2 13.11 2.04 2.04 2.00 2.00 5.1 5 FRD LA Q. 1.15 B DESCRIPTION OF PROPOSAL AND PROPERTY 1.60 0.2 SO 2 FD 01. MT VOID 2.23 2.77 1.77 4 . 1.56 (COUNT R E OO IN PROPOSED RESIDENTIAL ON SUB PLOT C-1 BEARING C.T.S NOS. 0 VOID IN FSI) D FL NG L 928 A , 928 A/1 TO 24 , 928 B, 928 C/B,929 A ,929 B , 928 C/A OF VILLAGE PAHADI 3R ILDI 4 3.8 FRD BU + 21.90 M. UP GOREGAON -(W), 5.0 3.40 3.1 C.T.S. NOS.1390 ,1390 A, 1390/1 TO 11,1391 A & 1391 B OF VILLAGE MALAD (S) & 0 0.3 R 1 2.80 0 2.55 FITNESS CENTER C.T.S.NOS. 73 A/A, 73 A/B, 73 A/C, & 73 A/D OF VILLAGE CHINCHAVALI C.A. AREA 141.78 SQ.MT. AT GOREGAON ( WEST ) MUMBAI. 3.36 17.51 X 2.55 3.43 1 4.7 BALWA Digitally signed by BALWA HUSSEIN ABDULKARIM 3.00 HUSSEIN VE 16.53 X 1.20 Date: 2023.04.19 12:34:28 NAME, ADDRESS & ABDULKARIM +05'30' RT 3.40 SIGNATURE OF OWNER IC 3.60 3.80 X 3.25 4.85 X 2.55 6.25 X 1.75 4.85 X 2.30 3.65 X 3.05 HUSSEIN ABDUL KARIM BALWA AND OTHERS AL + 22.50 M. JOB No. DRG. No. DATE DRN. BY CHK.BY REVISION SHRADDHA FI NORTH NAME, ADD. & SIGN. OF L I C E N S E D S U R V E Y O R NS 1.50 1.35 0.75 S.SLAB 0.201.40 DUCT 0.750.75 1.45 DUCT S.SLAB 2.45 X 1.55 DUCT 1.50 3.25 X 1.35 W 03 DUCT 1.50 TOILET 3.25 X 1.35 0.750.75 0.700.65 IT 2.45 X 1.55 S.SLAB N 0.30 0.30 S.SLAB H MANOJKUMAR Digitally signed by MANOJKUMAR 75 0.20 ASHWANIKUMAR DUBAL 0.30 4.15 1.45 3.65 6.25 3.65 1.45 4.00 ASHWANIKUMAR DUBAL Date: 2023.04.19 11:56:47 +05'30' 0.75 % MANOJ DUBAL & ASSOCIATES OP LICENSED SURVEYORS I 5.46 309, SANGAM ARCADE, VALLABHBHAI ROAD, 9.09 EN OPP- RLY.STN.VILE-PARLE (W), MUMBAI -400056 NG STAMP OF RECEIPT OF PLAN STAMP OF APPROVAL OF PLAN Digitally signed by Amit Vijay Kale + 21.90 M. DN: c=IN, o=Personal, title=4683, UP Amit pseudonym=34F73056D1098CACA15F3F D57DD2FFD086FDB224, 2.5.4.20=b9664fced2183a0d78949ad6039 0af30715a81c6ac24029d6510e2abc16de6 9.34 8d, postalCode=400708, st=Maharashtra, 0.23MT THK. Vijay Kale serialNumber=5AFE8DBDC6260AACA0A2 ECB76E081568C7064D8A0F7775A475FE98 75B6BCEA51, cn=Amit Vijay Kale 0.23MT THK. 0.30 Date: 2023.04.19 15:17:34 +05'30' 1.50MT.HIGH PARAPET WALL 1.50MT.HIGH PARAPET WALL SUB ENG. (BP) P-SOUTH VERTICAL FINS WITH 75 % OPENING 4.50 Digitally signed by HARESH HARESH 4.50 CHANDIRA CHANDIRAM BHAGAT M BHAGAT Date: 2023.04.19 17:16:05 +05'30' ASST. ENG. (BP) P/WARD 7TH PODIUM FLOOR PLAN (+ 21.90 LVL.) SANTOSH HARISHCHANDRA Digitally signed by SANTOSH HARISHCHANDRA SANKHE Date: 2023.04.19 17:59:18 SANKHE +05'30' SCALE 1:100 EXE.ENG.B.P. (P) IOD 7/13 8.2 0 0 0.2 5.2 5 5 0.3 8.2 0.2 5 5 0.2 8 0 0.7 .20 5 0.2 5.2 0.3 5.2 S 0 5 5 FIN JJA 8 0.6 FIN 0.2 5 5 0.2 8 5 1.6 0.7 0 5 8.2 0 HA 1.6 T.W S FIN 8.2 5.2 3.4 S 3.4 S.S 5 JJA 0.6 5.2 0.3 FIN 0 0M 5 0.2 .C 2.9 0.7 1.6 LA B 5 0 5 1.5 LA 5 0.2 B S.S 5 5 1.6 0M MT 7 8 0 0 HA S 8 BE DU 0.3 3.4 .C 3.4 0 S.S 5 0 5 .W 3.0 DRO CT 1.2 5 CT 2.9 5 .75 5 .C LA 0.7 B T.W 8.2 5.2 0.7 S DU 1.5 LA FIN 2.9 HA B S.S FIN 5 X OM 5 8 JJA 7 10.2.90 M MT 7 0.3 0 S 0 0.6 DU 0 OO DU .C 1.1 0 1.2 CT JJA 5 3.6 DR .05 .W CT5 5 5 0 5 CT 0.9 CT BE X 3 5 0.7 DU 2.9 0 HA 1.6 TY 5 0.7 50. 0.6 0 5 HA 3.4 S.S 7 0 .90 3.4 DU T 3.6 10.2.90 M 0 ILE 05 0.6 OO .C 7 LA 2.9 F . 0.9 JJA T.W TO X 2. DR .05 PA .45 X 1.3 B 0 0 01 IDE ILD DR MT.W BE 5 X 3 5 AL 0 0 5 CT MT BE 0.7 .3 1.7 Y B ID T.W AL 1.3 0M DU 81.5 DU 3.6 0.2 S.S 1.4 SS. AL E 0M B 0 T ILE 05 PIC 3.0 DRO BU .W CT R 0 5 O 0 0.9 DRY 1.7 2 5 C. 00. TO X 2. 2.9 L FLOINE 0.2 0 5 LA 5X S.S 0.8 01 IDE 1.3 LR. JA 5 X OM 0.3 .C LO 0.8 0.8 B CT B .3 1.7 .W L MTY BA 1. 3 5 1.2 0.6 0 A L 0.2 CT LA B 0 3.6 5 5 FR 1.00 0X 0.2 0 PIC NG 0 1.7 2 0 CT 0.9 EN DU 0 LA 9 0. DR 5 OR 00. EN DU 5 CT 0.9 5 0.2 0.8 D F HAJ .25 S.S CH 05 5 0 TY ILDI DU KIT X 3. TO 1.4 D TO KIT CH .03 0.4 0 05 DU 0 .90 DU 8 KIT 0 X 3 . S.S 0 0.9 BU OR E 0 BU 1.3 ILE 2.0 ILE 3.0 CHE SS 0 0.2 .85 0.85 CT &1 DU LA B 0.9 2.5 PA X 5 LET 5X . PA .45 X 0X LO G LIN FR 3R 0.8 DR0MT. 5X T 5 2 I 5 01 3X N TO X 1.3 0.8 EN 0.9 5 0 5X T PA .50M 5 0 CT F D . 0 CH .03 ILD 0 0.2 .3 Y B WID 0.4 5 D N 2.3 1.0 1 5 0 KIT 0 X 3 3R ILDI 2.6 2.5 2.3 . 1.4 SS. C 0.2 0.2 AL E C. W. 1.20 0 0 0 1.3 0 1.4 RA TH 2.5 D SS PA X ILE T 5 BU ING 0.2 .85 B 5 LA 5X 5X E JJA 4 6.0 0.6 PE FR 0 TO X 1.3 T W IGH 1.3 0 1.0 5 0 LIN 0 1.70.85 0 ID 00.5.70 4.7 2.3 2.6 S.S 1.4 0X DU FR 1.00 VO 0.9 0 LIN 0 0M 0.6 1 HA 8 .80 .25 CT . 0 TO 1.3 ILE 1.4 D TO 2.0 ILE KIT 3.0 CHE 3.6 2.7 2 SS PA X 0.5 RD F S.S LA B 2 0 0 .C JJA AL L 4 6.0 0.6 T.W E 5X T 5X . 0 0 6.1 3.7 0 6.3 HIK 4.7 T.W 3X N 1 5 CT 0.58 6.75 1.77 1.1 HA 8 5X T 0X X 2.3 1.0 2.5 2 1.0 TH DU MT 3.7 0X .C TT 0M BA 1.35 1.1 TIE BEAM 1MT.BELOW 0 0 1.3 .W .C 6.3 TIE BEAM 1MT.BELOW 0 5 AB EN T 0 0 0 6.0 AM X ALTERNATE FLOORS LVL. 6.1 3.8 0 JJA 4 S BE 1.2 0 ALTERNATE FLOORS LVL. HA MT 3M 0.58 X 6.75 1.77 0X 1.1 4.7 OS 0.6 3.7 .C 0 JJA 0.2 TIE BEAM 1MT.BELOW 8 CR 20. 0 ING 20 .W TIE BEAM 1MT.BELOW OV O S HA FSI IN ALTERNATE FLOORS LVL. ALTERNATE FLOORS LVL. HA 0.6 RT ING /D 0 .C 1 .51 TY 10 NG X 2.9 0 .48 0.6 6.3 /D I 0X E JJA COUNTED IN FSI 6.1 3.7 0M PIC JJA 2.9 0 X ININ TEIN LI V 0 20. 0 K ING 20 0.58 6.75 3.7 TE 1.77 5.2 0.6 HIK RR 11TH Y TE 0X X MT D FSI DIN .W 1.1 0 TIE BEAM 1MT.BELOW ALTERNATE FLOORS LVL. TIE BEAM 1MT.BELOW T.W AL 0 HA 5.2 0 G UN LIFT FIRE LIFT 0M 10 COUNTED IN FSI I N G / 2.90 LIV .20 X .48 JJA TEIN T W & 1.5 ALTERNATE FLOORS LVL. LIV 3.50 X 2.35 2.65 X 2.35 5 0.6 OO R D LIV 0.3 .C 0.6 .C 5 CO T.W AC FIRE LIFT E @ FLOO RAC 20. 0 IN HA FL 20 0.2 0 MT 0 0.2 HA UN LIFT 0M 10 2.9 G / D IN F DIN I NG RB .48 0.2 5 .W .C 0.3 5 5 0.3 .C AL 0M CO 3.50 X 2.35 2.65 X 2.35 T.W JJA 5 4 0 0.2 1.2 5 E COUNTED IN FSI 2.1 5 0 X IN JJA SI / 0 0 1.4 0.2 JJA 2.9 1.4 MT L TH 12T R .30 OP ING FR D 1.2 0.6 5 5.2 ING LIV .95 X DIN HA .C 0 FR TED LIFT FIRE LIFT 5 0 D NG 0 0.2 .W 5 HA S.S 2.0 INI 4 0 UIL 1.1 IGH ING 5 2.1 0 3 5 TT HA 1.4 / D .05 0.6 5 1.4 HF UN 3.50 X 2.35 2.65 X 2.35 L B 0 D FR DU AB G 3 0.6 0.3 .C /D 2.2 3 I N X LA 0.5 1.2 PE 2.00 2.9 FR JJA 5 LIV 5.20 3M 0.2 NG 0 S.S T 0M 0.6 0 X ININ 0 D CO 6 FR 5 0 INE INI 0 CT S.S 2.0 1.1 5 0 5 LO MT FR RA 50.6 D 0.3 G C 0.2 5 / D .05 L GL 0.2 TO 5.2 DU DU AB G B 0 D .W COUNTED 3 3 T.W 0 2.2 LA 0.5 0.44 0 IN 2.2 5 T X 2.00 PA OR 0 5 4 JJA 1.5 ILET LIV 1.03 LIFT LOBBY ILE .50 0.6 0.6 0 LIV 5.20 S.S T 1.4 5 LIV FR 5 1.4 0X IN FSI 1.20 8.78 X 2.59 D TO 5 X 1 0.6 CT 50.6 FR C 2.2 FRD 0.6 .C 3.3 FR DU 1.1 IN 2.4 D 0.44 0 HA 2.4 FRD 0 T 0 0 2.0 T.W 1.03 LIFT LOBBY ILE 1.5 0.6 S.S D 0 HA 5 2.9 G / D ING 5 FIN 5 60 L 0 0 FIN 6 PA 1.20 8.78 X 2.59 TO 5 X 3.8 .3 0.6 0.6 .2 .C D DU AB 0M 0.2 3 DIN.05 JJA S 0X ED F.D X0 FR 2.00 0 X IN F 2.4 .65 2 0 EV S FRD 0.6 AC IRE FR / 1.1 MT 6 0 CT 5.2 ING FR ING X 3 0 S.S MT 0 3.8 0M S 3 50.6 TO D FIN 1.3 6 LIV 3.95 .W UA .C 0.3 FIN PA MT T COUNTED 0 BE ED 1.5 ILET F.D 0.44 0 0 1.03 LIFT LOBBY D LA 8 L T S F T.W .W DU TIO OR E 3.4 2.5 IFT LIF X2.35 EV X MT 0X IN FSI 1.20 D TH 1.8 B 0.6 3.2 DROO PA N 7 5 E AG 0 OM HA AC IRE 3 .80 8.78 X 2.59 RO 3.25 1.3 LO LIN FR 1.2 5 2.00 CT 2X .C 2.4 BA.20 X 0.6 0 5X . 6 SS 1.0 UA .C 0.98 .W 4.4 SS JJA RA 0 HIK FRD M KIT 2 EN 7 PA 4 X D L TIO T .C 5 1 .50 S 7.4 3.5 2.8 2.0 FRD CHX 2.4 BE.40 X 7.4 2.5 IFT 7 LIF X2.35 E 0M 4X 4.7 M HA HA 2.5 CHE S 0 D F NG N 5 AG 0 FIN 0 OO 25 3.8 ED T 3 PE 1 5 I 1.2 5 2.00 FIN ED 1.0 K .70 2X SS 1.0 HA F.D 0X 8X N 3 D 0 2.6 DR X 3. & 0.98 EV F . 0.3 6 FR 0 EN 7 JJA 5.4 PA 4 X 0 5.1 AC IRE T.W 2.00 0. 3R ILDI 2 2.0 JJA 7.4 1.1 SS 00 7.4 2.8 E JJA TW FRD CH 2.4 2.7 B .40 PA X 1. 0 1.5 4.7 JJA FR 0 1.3 0.27 0 2.25 X 6.64 0 0 ED BE UA .C D 0 2.0DN KIT.70 X 3 L TIO T LIF X2.35 0 0 0.3 3 6 D 0 ELEC. SHAFT 3.2 DROO 2.5 IFT 2.8FRD UP 1.5 AL 0M 2.00 5.4 5.1 2 FR 7 EN IDE BU M HA 0.6 D N 1.2 5 5 CH 2.34 OO 5 2.4 0 0.27 2.25 X 6.64 2.00 0 5X 2X 2.6 TO 1 T.W L 0X 2.0 0 DN DR X 3.2 0.98 L TH 0 M FR KIT 0 X 0 BA KIT 2.0 DR.90 M 2.0 MY 5.2 0 7.4 .94 7.4 2.8 E 2.4 ILET LIF 0 FRD 1.5 6.64 3.5 B 88 0.9DR T UP 2.7 2.5 T LO IDE 2.40 2.5 CHE 0.9 ILE .45 6.44 0 0 2 CT 2.4 3.04 ED 2. Y B T. 1 0.0 0.3 2.25 X 2.55 5X 0 5 IGH 2X BB TO X 2 T.W ELEC. SHAFT 1.0 AL WID 1 AL 0X .43 SS 8X N 2.1 Y 0 COUNTED IN FSI 1.7 0.3 6 0 DU 2.00 5.1 1.5 2.0 B 3 5 M 5 0 C. E. DU FRD 0 1 1.3 0 LIF 5.2 4 0 0.9DRY 6.64 2.7 1.9 PA 4X 0 0 2.5 T LO T 0 .C 1.2 2.5 2.40 0.9 ILE .45 6.44 0.27 DN CT CT 3.04 0 2.0 0 0.9 2.8 0.0 1.0 W X 6 2X BB TO X 2 4.4 .051.20 0.70 2.1 Y 0 1.7 0 5 4 DU 5 UP BE 5 5 UP 1.48 3 0 2.6 0 FRD 2.4 FR 1.5 0 1 1.3 3.6 DRO 0.7 2.5 2.5 0.6 0 3.81 9 ELEC. SHAFT TO 1 D 2.8 6 0.60 0.70 0 5.2 2.0 .94 1.0 CT 6 OM DR.90 M LIF 5 X OM CT 4 2.4 ILET 1.0 1.2 DU 6.64 RO 3.65 5 5 UP 1.48 5 .70 2.5 T LO DU 5.83 DN 2.40 ID 0.6 0.7 6.44 CT DU FR 1.5 3.04 5X Y B T. 1 VO 0 3.0 D 0.3 0.7 2.5 0.6 0 3.81 2X BB B AL WID 2.1 Y 0 LA 5 BE.05 X B D 2.84 1.7 3 5 0.3 5 5.1 0 LA 90. 0.60 S.S M 1.5 DU 3 R E S.S 2 6.78 6 2.04 2.04 00.6 FRD 1.3 CT 0 2.00 2.00 FRD C. E OO 65 OO IN S.S 1.2 0 LA 3 DU 1.15 5 .70 5.83 DN 1.78 0 0 . 4.7 0.7 DU B CT CT FL NG L DR X 3. 1.60 0.9 0 2.8 6 0.2 FD 2 E B 0.3 0.70 D 5 2.84 4 0 3R ILDI 0.3 B .05 0 5.1 LA S.S BE 5 5 UP 1.48 ID 2.23 2.77 1.77 0 2 6.78 2.04 2.04 00.6 1.3 2.00 2.00 5 01. FRD 0.2 S.S 1.5 VOID LA 3 1.15 VO 1.56 1.78 FR 0.60 BU 0 3.6 DRO 0.7 2.5 4.7 B 3.81 0 5 2 .25 1.60 50.7 D 4 0 0.6 2.7 (COUNT 0.2 FD 2 0.4 5.4 DU 5 X OM 6 JJA 1 2.23 2.77 1.77 .20 DN 0M FRD VOID IN FSI) CT 3.0 5.83 2.25 X 2.95 3 FRD 9 A 01. 1.56 VOID 5 0.3 0 T.W CH 5 AM 0.31 1.8 . 4 (COUNT 50 0.3 5 FRD 2.84 .20 0 1.2 0.6 S.S .C 0.6 1.3 LA 2 2.04 2.04 1.15 2.00 6.78 2.00 SB E 0 5.0 3.40 HAJJA DUCT 1.05MT.WIDE 1 2 DUCT T.W 0M 2.7 FRD FRD VOID IN FSI) JJA 1.60 1.78 OS 0 0 B 4.7 1.05 0M 3 9 HA 3.4 0.2 CR T.W 2.25 1.8 FD 0 0 0.6 0.31 .C 01. 2.23 2.77 1.77 .25 0.3 .C DUCT 1 2 DUCT T.W 2.80 1.05MT.WIDE 1.56 VOID 1 1.05MT.WIDE 5.0 3.40 HAJJA 2.55 4 OR E 0M 0 DRY BALC. KITCHEN 1.05 0 LO G LIN 3.4 (COUNT KITCHEN 0 0.6 0 0.6 1.96 1.96 F DINING DINING 2.91 X 2.65 0M FRD FRD VOID IN FSI) D N 2.78 X 2.65 0.3 2.80 3R ILDI 3.36 1.05MT.WIDE DRY BAL 2.55 T.W 1.81 X3.75 1.46 X3.75 DRY BALC. KITCHEN 3.4 . CHAJJ 0.31 BU .40 3.43 KITCHEN 1.96 1.96 DUCT DUCT 2.91 X 2.65 1 2 VOID 3 0.30 3.36 2.78 X 2.65 DINING DINING 0 A 0 1.05 1.81 X3.75 1.46 X3.75 DRY BAL 3.43 1.05MT.WIDE (COUNT 0.3 2.80 IN FSI) 0.30 1.05MT.WIDE 2.55 KITCHEN FRD LIVING LIVING FRD 0.75 MT.W. CHAJJA KITCHEN 0.60 MT.W. CHAJJA 2.91 X 2.65 PASS. 3.05 X 5.50 3.05 X 5.50 PASS. DRY BALC. DINING DINING 3.36 2.78 X 2.65 3.64 X 1.00 DRY BAL 1.81 X3.75 1.46 X3.75 3.29 X 1.00 FRD LIVING LIVING FRD 0.75 MT.W. CHAJJA 3.43 0.60 MT.W. CHAJJA PASS. 3.05 X 5.50 3.05 X 5.50 PASS. 0.30 3.40 3.29 X 1.00 3.64 X 1.00 3.60 BEDROOM BEDROOM FINS 3.80 X 3.25 3.65 X 3.05 3.40 0.75 MT.W. 3.40CHAJJA FRD LIVING LIVING FRD 3.60 0.60 MT.W. CHAJJA PASS. 3.05 X 5.50 3.05 X 5.50 PASS. BEDROOM BEDROOM TOILET FINS 3.29 X 1.00 3.64 X 1.00 TOILET 3.80 X 3.25 3.65 X 3.05 1.50 X 2.20 FINS 1.50 X 2.45 BEDROOM TOILET BEDROOM 3.25 X 3.55 TOILET 3.60 1.50 X 2.20 FINS 0.60 MT.W. CHAJJA 0.60 MT.W. CHAJJA FINS BEDROOM BEDROOM 3.25 X 3.80 1.50 X 2.45 1.35 BEDROOM S.SLAB 1.50 DUCT 3.80 X 3.25 3.65 X 3.05 0.75 0.75 S.SLAB BEDROOM 0.20 3.25 X 3.55 DUCT DUCT 0.60 MT.W. CHAJJA 0.60 MT.W. CHAJJA 0.201.45 0.75 0.75 TOILET 3.25 X 3.80 TOILET 1.50 1.35 S.SLAB 03 TOILET DUCT 2.45 X 1.45 1.50 DUCT 0.75 0.75 1.50 S.SLAB TOILET FINS 0.20 1.50 X 2.20 0.700.65 1.40 DUCT 2.45 X 1.55 S.SLAB DUCT 0.201.45 0.75 0.75 1.50 X 2.45 0.75 0.75 TOILET 1.50 BEDROOM 0.30 03 BEDROOM S.SLAB TOILET DUCT 2.45 X 1.45 1.50 3.25 X 3.55 0.60 MT.W. CHAJJA 0.60 MT.W. CHAJJA 0.30 0.700.65 1.40 1.50 3.25 X 3.80 1.35 0.30 0.60 MT.W. CHAJJA 0.75 0.75 2.45 X 1.55 S.SLAB 0.30 S.SLAB 0.75 0.75 S.SLAB 0.201.40 DUCT 0.60 MT.W. CHAJJA 0.30 0.201.45 0.750.75 DUCT S.SLAB TOILET 0.30 03 DUCT TOILET DUCT 1.50 2.45 X 1.45 4.15 1.45 3.65 6.25 3.65 1.45 4.00 0.60 MT.W. CHAJJA 1.50 2.45 X 1.55 S.SLAB 0.700.65 0.60 MT.W. CHAJJA 0.75 0.75 4.15 1.45 3.65 6.25 3.65 1.45 4.00 0.30 S.SLAB FINS FINS 0.30 0.60 MT.W. CHAJJA 0.30 FINS FINS 0.60 MT.W. CHAJJA 4.15 1.45 3.65 6.25 3.65 1.45 4.00 TYPICAL FLOOR PLAN \\SERVER\D\KANDIVALI BMC ONLINE BMC PROPOSAL\HUSSEIN BALWA\BALWA NAGAR -- GOREGAON\IOD APPLICATION\IOD BMC PLAN FOR --FSI 0.75+INCEN+TDR+STAIRCASE..7.4.2023.DWG (4TH TO 7TH,9TH TO 11TH,) (12TH PART FLOOR PLAN) FINS FINS SCALE :- 1 : 100 2ND FLOOR PLAN SCALE :- 1 : 100 SCALE :- 1 : 100 8.2 5 0.2 5.2 0 8.2 0 5.2 5 0.3 8.2 5 5 0.2 8 0.2 5.2 5 0 5 0.3 FIN 5 0.2 8 S JJA FIN FIN .20 .25 FIN 5 0.7 1.6 S 8 5 1.6 0.7 0 HA 0.1 T.W 5 0.6 TY REFUGE AREA STATEMENT 3.4 S 0 3.4 S.S B 5 1.1 2.9 S 5 LA 1.6 .C 5 2.9 PIC R.C 5MT LA 7 .C 0.7 0.3 1 S.S 50. 0M 0 TY B 5 S.S 0.6 5 0 T.W 1.2 7 3.4 .C THI HA 0.7 LA 2.9 PIC 3.4 BE DU 1.5 CT T.W AL AT 1ST FLOOR 8 .50 50. B 0M 3.0 DRO CT 1.2 OR DU 5 PA K & JJA 0 7 5 0 0M 5 X OM LO E 7 0 EN 5 FL 75 DU 0.3 AL F L LIN .C RA .C CH 3.0 1.2 0 OO PE 1.20 CT 81.5 5 OR 0.6 3.6 CT 0.9 ICAING I T 2.9AL FLLOINE 0 X T.W 0M HA UIL P K 65 TOTAL BUILT - UP AREA OF 0 .90 5 TY ILD T 5 T W MT 8 EN DU ILE 2.0 3. RB JJA RB BU PA .45 X 0 0.9 1.2 0.6 T TO5 X CT PIC NG CH .05 20 JJA UC 01 DR0MT AL HIG TY ILDI KIT 0 X 3 1.3 DIN D OO 1.4 SS. .3 1.7 Y B .WI 00. INE HA DU 0 L H U OR E 2.5 0.80. B AL DE 0 UIL 0.9 FL B 01 0.8 F LO G LIN 0.2 5 025 0 LA 5X C. 1.7 LA B 0.8 5 NET BUILT- UP AREA AT 1ST FLR. = 230.65 SQ.MTS 1.3 .3 5 D N C W. X 1 .20 .85 DU S.S S.S 0.2 LA 3R ILDI 0 CT FR 1.00 GL 0.2 B BU 5 DIN TO 0X NET BUILT- UP AREA AT 2ND FLR. = 365.74 SQ.MTS 5 1.3 0 0.2 DU TO 1.4 D KIT . 0.945 CT 0.2 5 1.70.85 S.S INE 2.0 ILE CT 00.5.70 SS 1.3 ILE 0. FRD T 2 OI D . 0X 0 5X 3.0 CHE OM .13 PA 0 X ILE .35 2.7 0.6 1 TO 0 X 1 .85 GL DU V SS 0.950 0 5X T 5X T 3X N NET BUILT- UP AREA AT 3RD FLR. = 406.61 SQ.MTS 0 5 RO X 3 2.8 1.0 PA 0 X L 2 1. 45 0 2 0. RD S.S 0.2 2.3 2.3 0 2.6 DU 1.3 2.5 0 3.6 0 1. 05 1. F CT 0 0 5 0 6.0 2 . 5 1. AB 4 0M TH JJA NET BUILT- UP AREA AT 4TH TO 7TH FLR. BA 1.35 4.7 P R O F O R M A - II 5 0.6 8 5 4 6.0 SB E AM 0X 1.2 3.8 HA 0.58 X0 .9 VE JJA 4.7 OS 0 5 CO = 1647.64 SQ.MTS .C 5 1.5 AL .C ( 411.91 X 4 FLRS ) CONTENTS OF SHEET : 6.3 8 0.1 CR 6.1 3.7 0.6 1 0X 6.75 1.77 X T.W 0M 1.5 TY T.W .00 2 R.C 5MT 6.1 0X 0.6 6.3 10 1.1 0 TIE BEAM 1MT.BELOW TIE BEAM 1MT.BELOW 2 SE 0 1ST FLOOR PLAN PIC PO 0.6 3.7 ALTERNATE FLOORS LVL. 0 0.58 6.75 1.77 0M TOTAL BUILT-UP AREA = 2650.64 SQ.MTS JJA X ALTERNATE FLOORS LVL. UR 2ND FLOOR PLAN TIP OM 0 0 LIV 2.9 .C TIE BEAM 1MT.BELOW 3RD FLOOR PLAN HA L AL 20. T TIE BEAM 1MT.BELOW SI MU 0M IRE RO X 20 0.6 .C IN ALTERNATE FLOORS LVL. 5 PA HIK & TYPICAL FLOOR PLAN. T.W ALTERNATE FLOORS LVL. IN F 3.0 RE DR OO 2.9 G / D .48 (4TH TO 7TH,9TH TO 11TH.) 10 FL 20 T.W COUNTED IN FSI QU HA JA 0 X IN TED 0X Y 0.6 4 % REQUIRED REFUGE AREA = 4 X B.U.A. FLRS 12TH (PART) FLOOR PLAN. RA ING 20. PR EF SI .48 5.2 ING LIFT 3.2 BB PE 1.20 I R COUNTED IN FSI DIN JJA .25 RB HA FIRE LIFT 0M AT 1ST FLOOR REFUGE AREA STATEMENT. LO 2.00 IN F UG 1 100 / .C J 0 UN OP E 0 EX ING 2.9 1 OS D RE DIN LIV .95 X 0.3 .C 3.50 X 2.35 2.65 X 2.35 DESCRIPTION OF PROPOSAL AND PROPERTY E FIRE LIFT T.W T W MT TED LIFT 5 CO .C HA CE 3 UIL 0 0.2 = 4 X2650.64 .30 5 T.W HA = 3.50 X 2.35 2.65 X 2.35 0M UN 0.3 SS ED FU 0.6 0.2 .C 0 PROPOSED RESIDENTIAL ON SUB PLOT C-1 BEARING C.T.S NOS. AL HIG JJA 5 5 0.2 0 CO 1.4 0 T.W G 10 GL .30 0M 5 4 HA 2.1 100 RE 1.4 RE 2.2 FRD 1.4 LIV ING 6.0 D 928 A , 928 A/1 TO 24 , 928 B, 928 C/B,929 A ,929 B , 928 C/A OF VILLAGE PAHADI L FU E = 5 .C 0 1.2 FR H INE 2.2 5 DIN.05 JJA 0.6 IN 0M FU 2 4 0.6 LA 5 2.0 0 T.W 1.1 REQUIRED REFUGE AREA = 106.02 SQ.MTS / 5 0.2 5 1.4 2.9 G / D 5 B GOREGAON -(W), FR D 5 5 ING X 3 1.2 GE GE D FR 3.3 CT 3 LIV 5.20 LA B 0.5 0 COUNTED 0.6 11 2.00 S.S 0 X IN 0 S.S T 1ST FLOOR C.T.S. NOS.1390 ,1390 A, 1390/1 TO 11,1391 A & 1391 B OF VILLAGE MALAD (S) & S.S 5 2.0 HA 5 DU 6 D L QU AR 2 5 ING 5.2 ING FR C DU AB = .65 2.2 3 DIN.05 60 0 0.6 FR DU 50. 2.2 D JJA IN FSI 2.00 LIFT LOBBY C.T.S.NOS. 73 A/A, 73 A/B, 73 A/C, & 73 A/D OF VILLAGE CHINCHAVALI 0.44 0.6 CT RE EA COUNTED LIFT LOBBY 0 / ING X 3 0.6 0 TO 0 1.03 T 0 ILE 1.5 .60 PROPOSED REFUGE AREA = 115.02 SQ.MTS 50.6 11 FR D L JJA 1.5 ILET 1.20 8.78 X 2.59 TO 5 X 0 0.6 8.78 X 2.59 S.S D LIV 3.95 FR AT GOREGAON ( WEST ) MUMBAI. 5.0 CT 0X 0.44 0 1.03 FRD 2.4 4% = IN FSI 8 OR E FIN HA 4.25 % REQUIRED REFUGE AREA = 112.65 SQ.MTS DU 1.8 HA 0.1 1.20 AB 2.4 FIN LO LIN 5% 2 RD TH 3.8 .36 .C 2.3 F BA.20 X .C 5 ED F.D X0 .C R.C 5MT FRD S 0X F BALWA D F NG FIN 0 EV S HA 4.2 7 0.6 AC IRE 0 = 2.37 SQ.MTS T.W T.W 1.1 EXCESS AREA Digitally signed by BALWA FIN 1 .50 3.8 S .C THI JJA ED F.D 1 3R ILDI 0 UA COUNTED 1.4 HUSSEIN ABDULKARIM 0M F T.W PA K & EV AC IRE SS . 0 .W S 0M BE 2.5 LIFT TION 7 IN FSI T LIF X2.35 E OM HUSSEIN MT 3.2 DROO 0 Date: 2023.04.19 12:39:19 BU AG 0 UA 1.3 PA X 1.0 PA 1.2 RO 3.25 2.00 RA 0 0.6 2X 5 SS 1.0 0.98 JJA T SS 6 0M PE 1.20 T 2.5 LIFT ION 7 2.25 X 6.64 LIF X2.35 0 .C 7.4 5X M 4 KIT 2.8 2.0 FRD 2 . EN 7 CH 2.4 PA 4 X D BE.40 X 7.4 NAME, ADDRESS & ABDULKARIM +05'30' 2.8 0.9.44 X 1 5 3.5 2.5 CHE 0 4.7 1.2 5 0 ED KIT.70 X 2.00 2X D D EN 5 2.25 X 2.55 3 T W MT 0 0.6 . 6 I FR HA 0.98 5 SIGNATURE OF OWNER .43 2 VO 8X N D CH 3.2 7 OOR INE 2.8 2.0 0.3 6 FR 0 7.4 AL HIG 0 FRD KIT88 X 0 .00 2.7 2.00 5 5.1 2 HUSSEIN ABDUL KARIM BALWA AND OTHERS 0 ED OR NE LO G LI 2. JJA .40 0 0 0.27 DN 2.0 0 0.3 L H 2.00 .43 5.1 6 F L L FR 2.4 UP D F NG 5 0 0 0.27 D IN 2N ILD .C D IDE 1.5 JOB No. DRG. No. DATE DRN. BY CHK.BY REVISION 0 0 0 2N ILDI DN 2.0 5 W X 1.2 T.W ELEC. SHAFT 1 1.0 TO 0.9 L 0 BU BA 0.0 1.20 2.0 ELEC. SHAFT UP 5 2.4 ILET DR0 MT LIF 5.2 4 0 MY .05 2.6 6.64 1.9 LIF 2.4 2.5 T LO 0.9DR T SHRADDHA BU 2.40 ILE .45 6.44 CT 3.04 0.9 X0 TO T 9 5X YB .W 5 2X BB 2.5 LOB CT 5 2.1 Y 0 DU TO X 2 2.4 ILET 2.0 4 1.0 DU B 1.0 3.6 1.5 AL IDE DU 0.7 3 1.7 0 NORTH NAME, ADD. & SIGN. OF L I C E N S E D S U R V E Y O R 6.64 1.9 0.6 FRD C. . 1 1.3 6.44 2.40 2X B 0 3.04 0 5X 2.1 Y 0 3 LA 5 2.8 CT 6 2.5 COUNTED IN FSI 1.7 0.70 S.S 1.5 90. 0 0 CT 3 FRD LO LI OR NE BE D 5 D 1.5 UP 1.48 0 0 2.5 4 0.60 3.81 M 2.8 DU D F NG 3.6 ROO FR 1.0 6 OO 65 0.70 5 5 UP 1.48 0 3R ILDI 50.7 DU 5X M 6 DR X 3. DU CT 5 BU CT 5.83 DN E 0.7 1.3 5 42 0.7 2.5 2.25 X 2.95 N 3.81 0 FR D 0.60 ID 0.3 S.S 1.3 3.0 B .05 B 0.3 2.84 50.7 6 0.6 5 5.1 3 LA 0.4 5. DU 0.1 VO 0 LA 6.78 Digitally signed by 2.04 2.04 0 MANOJKUMAR 2.00 2.00 5.83 FRD S.S DN 5 2 1.15 CT 1.78 5 2.25 X 2.95 B 0 0 5 R.C MT AM 0.2 4.7 .60 FD MANOJKUMAR 2.84 0.3 0.6 S.S .C THI 01. 2 1.3 2 6.78 BE 0.6 0 2.04 2.04 ASHWANIKUMAR 2.00 2.00 K FRD 2.23 2.77 1.77 LA P 2 ASHWANIKUMAR DUBAL 1.15 S 4.7 4 50. WA ARA & 1. OS VOID B 1.561 1.60 0.2 TE PET 20MT 2.25 FD CR 0 (COUNT 5 2 Date: 2023.04.19 11:58:30 01. RT W VOID 2.23 2.77 1.77 0.6 0M FRD FRD VOID IN FSI) JJA 1 . DUBAL +05'30' 4 AP ALL HIGH 1.56 R E T. CH A 0 (COUNT OO IN DUCT0.31 0.6 S FL NG L 3.W . . 0M T.W CT FRD FRD VOID IN FSI) D 3R ILD I 40CHAJJ DUCT 1.05MT.WIDE 1 2 1.05 0M T.W 3.4 0 1.05MT.WIDE DUCT0.31 MANOJ DUBAL & ASSOCIATES .C DU DUCT BU A 0 0.6 3.4 HA 1.05MT.WIDE 1 2 0.3 2.80 1) THIS DOCUMENT IS DIGITALLY SIGNED 309, SANGAM ARCADE, VALLABHBHAI ROAD, 2.55 0 JJA 1.05 1.05MT.WIDE DRY BALC. 0 KITCHEN KITCHEN L OPP- ICE RLY.STN.VILE-PARLE (W), MUMBAI -400056 NSED SURVEYORS DRY BAL DINING 2.91 X 2.65 0.3 2.80 2.78 X 2.65 DINING 3.36 2.55 STAMP OF RECEIPT OF PLAN STAMP OF APPROVAL OF PLAN AND NO PHYSICAL SIGH IS REQUIRED. DRY BALC. KITCHEN KITCHEN 1.81 X3.75 1.46 X3.75 3.43 DRY BAL 2.78 X 2.65 DINING DINING 2.91 X 2.65 1.81 X3.75 1.46 X3.75 0.30 3.36 3.43 Digitally signed by Amit Vijay Kale 0.30 DN: c=IN, o=Personal, title=4683, FRD LIVING LIVING FRD 2)THIS PLANS ARE APPROVED SUBJECT Amit pseudonym=34F73056D1098CACA15F3FD 0.75 MT.W. 3.40CHAJJA 57DD2FFD086FDB224, 3.05 X 5.50 3.05 X 5.50 PASS. 0.60 MT.W. CHAJJA PASS. 2.5.4.20=b9664fced2183a0d78949ad60390 FRD LIVING FRD 3.29 X 1.00 3.64 X 1.00 af30715a81c6ac24029d6510e2abc16de68 0.75 MT.W. CHAJJA LIVING TO THE CONDITION'S ENTIONED IN THE 0.60 MT.W. CHAJJA d, postalCode=400708, st=Maharashtra, PASS. 3.29 X 1.00 3.05 X 5.50 3.05 X 5.50 PASS. 3.64 X 1.00 Vijay Kale serialNumber=5AFE8DBDC6260AACA0A2E CB76E081568C7064D8A0F7775A475FE987 3.60 5B6BCEA51, cn=Amit Vijay Kale BEDROOM 3.80 X 3.25 BEDROOM 3.65 X 3.05 IOD ISSUED UNDER NO. P-12566/2022/(928 Date: 2023.04.19 15:17:45 +05'30' 3.60 BEDROOM 3.80 X 3.25 BEDROOM 3.65 X 3.05 3.40 FINS TOILET And Other)/P/S Ward/PAHADI SUB ENG. (BP) P-SOUTH FINS TOILET 1.50 X 2.20 TOILET FINS 1.50 X 2.45 BEDROOM GOREGAON-W/IOD/1/New TOILET 1.50 X 2.20 BEDROOM 3.25 X 3.55 FINS 0.60 MT.W. CHAJJA 0.60 MT.W. CHAJJA 1.50 X 2.45 BEDROOM BEDROOM 3.25 X 3.55 1.50 3.25 X 3.80 0.75 1.35 HARESH Digitally signed by S.SLAB 0.201.40 S.SLAB HARESH CHANDIRAM DUCT DUCT 0.60 MT.W. CHAJJA 0.60 MT.W. CHAJJA 0.75 0.75 1.35 DUCT 0.201.45 3.25 X 3.80 TOILET CHANDIRA BHAGAT S.SLAB 1.50 1.50 DUCT 03 DUCT 0.75 0.30 1.90 TOILET 0.75 0.75 0.700.65 S.SLAB 2.45 X 1.45 1.50 0.201.40 DUCT 0.750.75 DUCT 0.750.75 2.45 X 1.55 S.SLAB Date: 2023.04.19 0.201.45 TOILET 03 1.50 3)THIS DRAWING SHALL BE READ IN M BHAGAT 17:16:15 +05'30' 0.30 0.30 TOILET DUCT 2.45 X 1.45 S.SLAB 1.50 2.45 X 1.55 S.SLAB 0.700.65 0.75 0.75 S.SLAB 0.30 0.60 MT.W. CHAJJA 0.30 0.60 MT.W. CHAJJA CONJUNCTION WITH INTIMATION OF 0.30 0.20 0.60 MT.W. CHAJJA 4.15 1.45 3.65 6.25 3.65 1.45 4.00 ASST. ENG. (BP) P/WARD 4.15 1.45 0.60 MT.W. CHAJJA 3.65 6.25 3.65 1.45 4.00 DISAPPROVAL ISSUED UNDER SECTION FINS FINS 346 OF MMC ACT 1888 UNDER NO. P-12566/2022/(928 And Other)/P/S SANTOSH Digitally signed by SANTOSH FINS FINS 3RD FLOOR PLAN Ward/PAHADI GOREGAON-W/IOD/1/New HARISHCHAND HARISHCHANDRA SANKHE 1ST (REFUGE)FLOOR PLAN RA SANKHE Date: 2023.04.19 17:59:28 +05'30' SCALE :- 1 : 100 SCALE :- 1 : 100 EXE.ENG.B.P. (P) IOD 8/13 CH H S LO IG H FIN REFUGE AREA STATEMENT S.S MT BE LA B B LA S.S .50 &1 AL L JA AT 8TH FLOOR AJ DU CT CT K DU T HI L L E TW T A P 3M T W ARA W 0.2 APE P G R H IG NI N TOTAL BUILT - UP AREA OF PA T H PE LL 0M % O WA . 4 + 2 TH 6 0 ET B AP WI S.S NET BUILT- UP AREA AT 8TH FLR. = 286.10 SQ.MTS LA AR H H P NG B HIG LA S.S DU CT CT HIG ENI MT DU NET BUILT- UP AREA AT 9TH TO 11TH FLR. MT OP 1.50 .40 60% & = 1235.73 SQ.MTS +2 IK ( 411.91 X 3 FLRS ) TH H L WI T T WAL 3M T NET BUILT- UP AREA AT 12TH FLR. = 283.93 SQ.MTS 0.2 APE R TOTAL BUILT-UP AREA = 1805.76 SQ.MTS PA X TIE BEAM 1MT.BELOW TIE BEAM 1MT.BELOW ALTERNATE FLOORS LVL. ALTERNATE FLOORS LVL. P 4 % REQUIRED REFUGE AREA = 4 X B.U.A. FLRS IK A CH RA E TH HP G AC PA AT 8TH FLOOR W T N 100 LO 3M HIG ENI LO RR W 0.2 0MT OP = 4 X 1805.76 BE LIFT ET FIRE LIFT .4 TE R R % BE 3.50 X 2.35 + 2 H 60 IGH L 100 JA 2.65 X 2.35 WI T Y O E SK AJ CE LO.S. LADDS TO T H WAL REQUIRED REFUGE AREA = 72.23 SQ.MTS L TO H F M ACFCTEMS /C RM. L RA AT 8TH FLOOR M WA 1.50 PET EN 12T TE PROPOSED REFUGE AREA = 115.02 SQ.MTS R B LI S.S OP VE RA LA & CT B S.S D LA DU FR LIFT MACHINE ROOM ABOVE FR DU CT 4.25 % REQUIRED REFUGE AREA = 76.74 SQ.MTS 0.44 O D AB 1.03 1.20 D EXCESS REFUGE AREA = 38.28 SQ.MTS IGH LL W FR LO BE L T H T WA EVF ED F.D AL AC IRE JA 0M E FIN T W & 1.5 RAP UA 5 LIF TIO T-3 1.3 AJ S CH PE LIF .35 2.5 T N 1.2 TO PA G 2 2.00 HIK 2X 5X RA 2.8 7 2.0 2 . 6 SS NK PA MT T HIGH NIN 0 0 2.25 X 2.55 ED UP CE TA L AC GE RM. 3 AL 6 2.00 5.4 5.1 ER ORA AD 3 T E W 0.2 40M % OP 0.27 DD 0 E ET DN 2.0 T LA ER S VE H \\SERVER\D\KANDIVALI BMC ONLINE BMC PROPOSAL\HUSSEIN BALWA\BALWA NAGAR -- GOREGAON\IOD APPLICATION\IOD BMC PLAN FOR --FSI 0.75+INCEN+TDR+STAIRCASE..7.4.2023.DWG LIF 2.4 UP S. . P + 2 H 60 T 0 M. WAT ABO A ELEC. SHAFT 1 AR 2.5 LOB FLUSHING, DOMESTICK & 0 . 5.2 4 O.H H 2X 1.9 2.0 WI T H P NG HIG 2.1 BY 3 FLUSHING, DOMESTICK & 6.44 2.40 FIRE FIGHTING 6 PA 1.7 HIG ENI 0MT FIRE FIGHTING O/H WATER STORAGE TANK RA 1.5 O/H WATER1.48 ABOVE 0.70 MT OP .5 .40 60% K & 1 STORAGE TANK UP 4 DU CT ABOVE DN 5.83 2.25 X 2.95 3.81 +2 I CT TH TH ALL DU WI MT S.S 6.78 B 2.04 2.04 2.00 2.00 LA FRD LA S.S 1.78 TW B 3 FD 0.2 PE 2.23 2.77 1.77 S FIN FRD VOID LOW BE J JA CHA ABOVE HEAD RM. S M.S. LADDER ACCESS TO FIN O.H.WATER STORAGE TANK OPEN TO SKY TERRACE FINS FINS 0.23MT THIK & 1.50MT HIGH ABOVE 12TH FLOOR 0.23MT THIK & 1.50MT HIGH CHAJJA BELOW CHAJJA BELOW PARAPET WALL PARAPET WALL + 2.40MT HIGH PARAPET WALL + 2.40MT HIGH PARAPET WALL + 2.40MT HIGH PARAPET WALL WITH 60% OPENING WITH 60% OPENING WITH 60% OPENING 0.23MT THIK & 1.50MT HIGH 0.23MT THIK & 1.50MT HIGH PARAPET WALL PARAPET WALL FINS + 2.40MT HIGH PARAPET WALL FINS WITH 60% OPENING CHAJJA BELOW DUCT S.SLAB DUCT S.SLAB DUCT 03 DUCT S.SLAB FINS S.SLAB CHAJJA BELOW CHAJJA BELOW FINS FINS FINS FINS FINS FINS 1) THIS DOCUMENT IS DIGITALLY SIGNED TERRACE FLOOR PLAN. AND NO PHYSICAL SIGH IS REQUIRED. SCALE :- 1 : 100 2)THIS PLANS ARE APPROVED SUBJECT TO THE CONDITION'S ENTIONED IN THE IOD ISSUED UNDER NO. P-12566/2022/(928 1.0 And Other)/P/S Ward/PAHADI 5 8.2 GOREGAON-W/IOD/1/New 0.2 5.2 5 0 5 0.3 5 0.2 8 FIN 0 5 T.W 8.2 5.2 S S 0.1 0.6 FIN .C 5 1.6 R.C 5MT 5 1.6 0M 0 HA S.S 3.4 50. B 1.5 5 3.4 .C TH 75 LA LA PA IK JJA 7 0 B 2.9 5 50. S.S T.W 3)THIS DRAWING SHALL BE READ IN 0.7 DU 81.5 7 0.7 T 0 .C 0 RA & 1 CT 1.2 5 7 DUC CONJUNCTION WITH INTIMATION OF 0M PE .20 0.3 2.9 1.2.90 OM HA 0 RO 3.05 T W MT CT D JJA 0.6 AL HIG CT DU T 5 BE65 X 3. DISAPPROVAL ISSUED UNDER SECTION 0 DU IDE ILE 2.0 L TO5 X 01 .3 0.8 5 H M 0 Y T.WBAL 1.3 1.3 346 OF MMC ACT 1888 UNDER NO. 0.2 0.9 DR 0 0.2 5 AB 1.7 S.S 0 .85 00. 2 P-12566/2022/(928 And Other)/P/S 1.70.85 S.S CT L EN 3 0X DU LA 0 0 DU I T K 50 CH 3.0 X SS . 0.945 0. T CT B 0.2 5 Ward/PAHADI GOREGAON-W/IOD/1/New 2. PA 0 X ILE .35 FR 0 1. 45 TO 0 X 1 .85 D 2. 3 0 0 4 6.0 1. 2.6 0.6 JJA 4.7 8 0.1 0M R.C 5MT 0 .10 6.1 IRE 0.58 6.75 X1 .C 6.3 1.77 T.W 0.6 X RE DR TIE BEAM 1MT.BELOW 3.7 0 0 .C THI QU TIE BEAM 1MT.BELOW 0M ALTERNATE FLOORS LVL. EF ALTERNATE FLOORS LVL. HA 20 PA K & PR I R ING 20. UG DIN 0 JJA RA T.W EX OP ED / .9 .48 10 1 CE OS RE E SI ING X 2 P R O F O R M A - II PE .20 IN F COUNTED IN FSI LIV .20 .C ED = 5 0 SS FU 0.6 T W MT 72 FIRE LIFT TED LIFT CONTENTS OF SHEET : HA HA RE R EF G E .23 2.65 X 2.35 MT AL HIG CO 3.50 X 2.35 0.3 JJA 5 .C UN 5 0 FU UG = SQ .W 0 0.2 L H 0.3 8TH REFUGE FLOOR PLAN . 0M GE 76 .M .C 0.2 2.2 E 0 5 T.W AR = .74 T. 4 HA 2.1 TERRACE FLOOR PLAN. 1.4 1.2 5 S FR D ING 1.4 REFUGE AREA STATEMENT . 0.6 EA 11 Q.M DIN.05 JJA 0 S.S 5 2.0 1.1 / 5 DU AB L 5 .02 3 ING X 3 B 0 = T. LIV 5.20 LA 0.5 2.00 0.6 QU 0 S.S T CT D 50.6 RE 38 SQ FR DU C DESCRIPTION OF PROPOSAL AND PROPERTY 0 LIFT LOBBY T 0 T.W .28 . MT ILE .50 TO 5 X 1 0.6 0 PROPOSED RESIDENTIAL ON SUB PLOT C-1 BEARING C.T.S NOS. 0.1 4% 8.78 X 2.59 D 0.6 . FR FIN R.C 5MT .C 5% 2.2 FRD SQ FRD 2.4 S 928 A , 928 A/1 TO 24 , 928 B, 928 C/B,929 A ,929 B , 928 C/A OF VILLAGE PAHADI S HA 5 . MT 6 MT .C THI 4.2 EV F ED F.D 0.3 FIN GOREGAON -(W), JJA AC IRE X .W PA K & . 3 .80 1.3 U C.T.S. NOS.1390 ,1390 A, 1390/1 TO 11,1391 A & 1391 B OF VILLAGE MALAD (S) & RA L AT T .C PE 1.20 0M LIF X2.35 2.5 IFT ION 7 5 E AG 0 M OO 25 HA C.T.S.NOS. 73 A/A, 73 A/B, 73 A/C, & 73 A/D OF VILLAGE CHINCHAVALI 1.2 5 2.00 0 0.6 T W MT 2X 2.6 SS 1.0 DR X 3. 0.98 2.0 EN 7 PA74 X JJA AT GOREGAON ( WEST ) MUMBAI. 2.8 7.4 7.4 E AL HIG FRD CHX 2.4 B .40 0 0 ED I T 4. 3 L H 3 6 K 70 D 0 0.3 2.00 5.4 5.1 2. FR BALWA 0 0 0.27 DN 2.0 0 Digitally signed by BALWA 0 HUSSEIN ABDULKARIM 2.4 2.40 UP T.W IDE 1.5 HUSSEIN Date: 2023.04.19 12:41:06 ELEC. SHAFT TO 1 AL 2.0 5.2 4 M B X0 LIF 2.4 ILET 0 0.9DRY ABDULKARIM +05'30' 1.9 2.5 T LO 0.30 T NAME, ADDRESS & ILE .45 6.44 CT 3.04 5X 5 2X BB TO X 2 .05 DU 2.1 Y 0 1.5 0 0.7 3 6.64 FRD 1.7 1 1.3 0 SIGNATURE OF OWNER HUSSEIN ABDUL KARIM BALWA AND OTHERS 2.5 CT 2.8 DU 6 0.70 FR 4 5 D 1.5 UP 1.48 JOB No. DRG. No. DATE DRN. BY CHK.BY REVISION 2.5 3.81 0 50.7 DU 6 0.60 M R. 5.83 DN OO 65 CT 5 SHRADDHA 0 CT 50.1 C.C P E DR X 3. 0.7 DU 1.3B 0.3 0.3 2.84 .20 S.S B .05 0.6 1.3 5M AR 6.78 5.1 LA NORTH NAME, ADD. & SIGN. OF L I C E N S E D S U R V E Y O R 2.04 2.04 5 2.00 2.00 FRD S.S LA T 2 3 0 WA THI APET 1.78 1.15 00.6 0 1.60 B 4.7 FD K& 2 1.4 TE W 1.56 5 0 RT A P S 1.2 ALL 0M TH VOID (COUNT 2.23 2.77 1.77 1.2 0.6 JA 0M IGH FRD FRD VOID IN FSI) AJ N T.W 3.4 CHA . DUCT0.31 .4 0H .C Digitally signed by MANOJKUMAR 0 JJA DUCT 1 2 1.05 M .W T3 MANOJKUMAR ASHWANIKUMAR DUBAL 1.05MT.WIDE 0 .60 ASHWANIKUMAR DUBAL Date: 2023.04.19 11:58:49 +05'30' 1.05MT.WIDE 0 0.3 2.80 2.55 KITCHEN KITCHEN DRY BAL DINING DINING 2.91 X 2.65 DRY BALC. 3.36 2.78 X 2.65 1.81 X3.75 1.46 X3.75 3.43 MANOJ DUBAL & ASSOCIATES 0.30 LICENSED SURVEYORS 309, SANGAM ARCADE, VALLABHBHAI ROAD, OPP- RLY.STN.VILE-PARLE (W), MUMBAI -400056 FRD LIVING FRD 0.75 MT.W. 3.40CHAJJA LIVING 0.60 MT.W. CHAJJA PASS. 3.05 X 5.50 3.05 X 5.50 PASS. STAMP OF RECEIPT OF PLAN STAMP OF APPROVAL OF PLAN 3.29 X 1.00 3.64 X 1.00 Digitally signed by Amit Vijay Kale DN: c=IN, o=Personal, title=4683, Amit pseudonym=34F73056D1098CACA15F3FD57 DD2FFD086FDB224, 3.60 2.5.4.20=b9664fced2183a0d78949ad60390af3 BEDROOM BEDROOM 0715a81c6ac24029d6510e2abc16de68d, 3.80 X 3.25 3.65 X 3.05 postalCode=400708, st=Maharashtra, TOILET Vijay Kale serialNumber=5AFE8DBDC6260AACA0A2ECB 76E081568C7064D8A0F7775A475FE9875B6B CEA51, cn=Amit Vijay Kale FINS Date: 2023.04.19 15:18:01 +05'30' TOILET 1.50 X 2.20 FINS 1.50 X 2.45 BEDROOM BEDROOM 3.25 X 3.80 0.60 MT.W. CHAJJA 0.60 MT.W. CHAJJA 3.25 X 3.55 1.35 SUB ENG. (BP) P-SOUTH S.SLAB 1.50 DUCT 0.75 0.75 0.201.40 S.SLAB DUCT DUCT 0.201.45 0.75 0.75 TOILET 03 TOILET DUCT 1.50 2.45 X 1.45 HARESH 1.50 0.700.65 Digitally signed by 2.45 X 1.55 S.SLAB 0.750.75 HARESH CHANDIRAM 0.30 S.SLAB 0.30 0.60 MT.W. CHAJJA 0.30 CHANDIRA BHAGAT Date: 2023.04.19 4.15 1.45 3.65CHAJJA 0.60 MT.W. 6.25 3.65 1.45 4.00 M BHAGAT 17:16:25 +05'30' FINS ASST. ENG. (BP) P/WARD FINS REFUGE FLOOR PLAN SANTOSH Digitally signed by SANTOSH HARISHCHANDRA SANKHE HARISHCHANDR (8TH) A SANKHE Date: 2023.04.19 17:57:25 +05'30' SCALE :- 1 : 100 EXE.ENG.B.P. (P) CARPET AREA CALCULATION 0.0 21 0.7 IOD 9/ 13 5 2ND FLOOR FLAT NO - 4 0 CARPET AREA CALCULATION 0.8 0 2 5 1 2.5 2.57 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 2 0.3 1.1 1.56 5 1ST FLOOR FLAT NO - 4 0 5 3.0 5 2 4.05 X 1.05 X 1 NO = 4.25 SQ.MT. 2.7 1 3.6 2.7 0 1.1 3 2.2 7 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 9 3 3.95 X 3.37 X 1 NO = 13.31 SQ.MT. 2.25 4 0.1 1 .50 2 4.05 X 1.05 X 1 NO = 4.25 SQ.MT. 1.2 5 6 0.5 0 1.2 0 2 0.58 0 4 1.05 X 1.45 X 1 NO = 1.52 SQ.MT. 3 3 2.2 2.6 7 7 3 0.1 5 2.3 3 2.70 X 3.37 X 1 NO = 9.10 SQ.MT. 6 5 5 1.25 X 2.33 X 1 NO = 2.91 SQ.MT. 5. 60 0.2 1ST FLOOR 4 1.25 X 2.05 X 1 NO = 2.56 SQ.MT. 1.0 5 5 2ND FLOOR 62 2. 3 1 1.4 6 2.75 X 2.20 X 1 NO = 6.05 SQ.MT. 2.5 2 .30 1.4 5 5 2.30 X 1.45 X 1 NO = 3.34 SQ.MT. 3.73 5 FLAT NO - 4 6 1.50 X 2.20 X 1 NO = 3.30 SQ.MT. 4 FLAT NO - 4 7 2.50 X 0.85 X 1 NO = 2.13 SQ.MT. 5 5 3.9 4.65 2.4 0.30 2 .70 5 7 2.50 X 3.05 X 1 NO = 7.63 SQ.MT. 3.3 8 8 0. GROUND FLOOR FIRE CONTROL ROOM AREA DIAGRAM. 1.2 TOTAL ADDITION = 30.32 SQ.MT. 2.1 1.0 0 30 0. .06 0.35 7 5 2.0 8.92 6 SCALE :- 1 : 100 4 1 X 1 = 1 NOS. 7 26 TOTAL ADDITION = 30.32 SQ.MT. 3 0.75 3 7 3.3 5 1 X 1 = 1 NOS. 5 CARPET AREA CALCULATION GROUND FLOOR AREA COUNTED IN FSI 1.0 5 1.0 5 SCALE :- 1 : 100 4.0 2 CARPET AREA CALCULATION 4.0 2ND FLOOR FLAT NO - 3 43 5 1.0 2 5 8 5. 0.1 1ST FLOOR FLAT NO - 3 0.1 5 1.0 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 8.2 4.97 05 5 8. 0 1 2 1.0 2 4.05 X 1.05 X 1 NO = 4.25 SQ.MT. 48 2. 1.0 5 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 1 2 4.0 5 5 0 5 4.0 3 2.25 X 1.15 X 1 NO = 2.59 SQ.MT. 0.1 2 4.05 X 1.05 X 1 NO = 4.25 SQ.MT. 0.1 3 5 0.10 0 1 0 2.2 4 4.44 X 2.80 X 1 NO = 12.43 SQ.MT. 1.0 1 1.0 3 0.2 5 3 3.95 X 2.00 X 1 NO = 7.90 SQ.MT. 1.56 2.25 0.75 .15 0.10 0.10 0.09 5 2.30 X 1.60 X 1 NO = 3.68 SQ.MT. .95 4 5 0 1 2.9 2.0 0 3 1.1 1.6 4 1.15 X 0.25 X 1 NO = 0.29 SQ.MT. 3. 07 5 5 2.30 X 1.60 X 1 NO = 3.68 SQ.MT. 5 6 1.30 X 2.25 X 1 NO = 2.93 SQ.MT. 5 9.05 2.22 .30 0 .30 1.6 2 7 2.88 X 3.25 X 1 NO = 9.36 SQ.MT. 30 4 4 2 5 4.3 1 1.3 6 1.30 X 2.25 X 1 NO = 2.93 SQ.MT. 0. 5 4.4 3.2 3 3.2 7 2.20 X 3.25 X 1 NO = 7.15 SQ.MT. 7 84 1ST FLOOR 7 7 TOTAL ADDITION = 35.39 SQ.MT. 8. 0 1. 0 2.2 5 6 2.8 5 6 3.17 43 2.2 .88 1 X 1 = 1 NOS. 7. FLAT NO - 3 1 .30 2 .20 TOTAL ADDITION = 26.35 SQ.MT. 1 .30 2 1 1.4 1 X 1 = 1 NOS. 2ND FLOOR 10.11 68 FLAT NO - 3 1. PARKING STATEMENT .20 1.00 1.00 10 FLOOR SMALL BIG TOTAL 0.10 0.15 0.10 1 a1 PARKING PARKING PARKING a 4TH TO 12TH FLOOR 13.54 0.15 1.05 1.05 18 7.89 7.67 5 .2 GROUND 1.1 1 16 NOs. 16 NOs. 32 NOs. 5 5 FLAT NO - 4 CARPET AREA CALCULATION FLOOR 2.60 2 1.3 0.3 2 4 3.0 3 6 4TH TO 12TH FLOOR FLAT NO - 4 6 11.5 18 .23 1ST POD 13 NOs. 14 NOs. 27 NOs. 7 FLOOR 0.3 2.6 0 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. .00 5.50 0 2.29 1.35 2.16 2 0.75 3.58 5.2 a 1.05 X 0.10 X 1 NO = 0.11 SQ.MT. 11 2ND POD 12 NOs. 15 NOs. 27 NOs. FLOOR 5 2 7.28 X 5.20 X 1 NO = 37.86 SQ.MT. 1.4 2.90 2.90 2.75 3RD POD 3.25 5 3 1.35 X 0.37 X 1 NO = 0.47 SQ.MT. 12 NOs. 15 NOs. 27 NOs. 3.70 3 4 7 3.55 6 5 4 7 0.90 FLOOR 4 1.15 X 0.32 X 1 NO = 0.37 SQ.MT. 0.21 5.05 3.30 4.68 4TH POD 12 NOs. 15 NOs. 27 NOs. 5 0.90 X 1.45 X 1 NO = 1.31 SQ.MT. 0.30 FLOOR 0.55 2.09 4.25 5 9 1.20 2 6 2.60 X 3.05 X 1 NO = 7.93 SQ.MT. 0.28 7.2 1.90 0.91 5TH POD 1.35 3 12 NOs. 15 NOs. 27 NOs. 1.35 6 8 TOTAL ADDITION = 48.20 SQ.MT. 8 0.91 FLOOR 1.35 8 3.25 3.25 1.35 1.10 1 X 9 = 9 NOS. 2.45 0.28 6TH POD 12 NOs. 15 NOs. 27 NOs. CARPET AREA CALCULATION FLOOR FLAT NO - 1 1.0 5 GROUND FLOOR BUILT UP AREA CALCULATION. 1ST TO 12TH FLOOR FLAT NO - 2 5 .1 0.1 0 5 0 2 3RD TO 12TH FLOOR FLAT NO - 3 TOTAL 89 NOs. 105 NOs. 194 NOs. 1.0 0 5 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. \\SERVER\D\KANDIVALI BMC ONLINE BMC PROPOSAL\HUSSEIN BALWA\BALWA NAGAR -- GOREGAON\IOD APPLICATION\IOD BMC PLAN FOR --FSI 0.75+INCEN+TDR+STAIRCASE..7.4.2023.DWG CARPET AREA CALCULATION CARPET AREA CALCULATION 1.0 0 1a 5.3 2.5 2.2 5 2 5.30 X 1.05 X 1 NO = 5.57 SQ.MT. SCALE :- 1 : 100 1ST TO 12TH FLOOR FLAT NO - 1 1ST TO 12TH FLOOR FLAT NO - 2 0.1 5 5 3 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 1.0 0 1 2.6 0 3 2.55 X 2.25 X 1 NO = 5.74 SQ.MT. 1.6 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 0 a 1.05 X 0.10 X 1 NO = 0.11 SQ.MT. 3.7 4 2.65 X 5.08 X 1 NO = 13.46 SQ.MT. BUILT UP AREA CALCULATION a 1.05 X 0.10 X 1 NO = 0.10 SQ.MT. PARKING AREA STATEMENT -- AS PER 2034 DCPR 5 3 5 3.70 X 1.60 X 1 NO = 5.92 SQ.MT. 1.8 2 7.89 X 2.60 X 1 NO = 20.51 SQ.MT. 2 7.67 X 5.50 X 1 NO = 42.18 SQ.MT. GROUND FLOOR 5 CARPET AREA TOTAL NO. 4.6 6 4.65 X 1.83 X 1 NO = 8.51 SQ.MT. PARKING PERMISSIBLE AS PARKING 3 3.30 X 2.90 X 1 NO = 9.57 SQ.MT. 3 3.25 X 1.90 X 1 NO = 6.18 SQ.MT. 8 4 6 7 3.05 X 5.27 X 1 NO = 16.07 SQ.MT. 1 1/2 X 2.70 X 1.12 X 1 NO = 1.51 SQ.MT. (IN SQ. MTS.) OF FLATS PER D.C. RULES REQUIRED 4 3.25 X 5.05 X 1 NO = 16.41 SQ.MT. 5.0 5 4 0.75 X 2.90 X 1 NO = 2.18 SQ.MT. 1.4 8 1.45 X 3.12 X 1 NO = 4.52 SQ.MT. 2 1/2 X 2.70 X 1.11 X 1 NO = 1.50 SQ.MT. UP TO 45.00 6 1 PARKING FOR 4 TENEMANT 1.50 5 2.09 X 3.70 X 1 NO = 7.73 SQ.MT. 5 4.25 X 0.55 X 1 NO = 2.34 SQ.MT. 45.00 TO 60.00 18 1 PARKING FOR 2 TENEMANT 09 5 2 9 1.40 X 0.95 X 1 NO = 1.33 SQ.MT. 3 1/2 X 5.62 X 2.60 X 1 NO = 7.32 SQ.MT. 6 2.16 X 3.55 X 1 NO = 7.67 SQ.MT. 6 1.35 X 1.35 X 1 NO = 1.82 SQ.MT. 3.0 3.1 60.00 TO 90.00 43 1 PARKING FOR 1 TENEMANT 43 7 1.35 X 3.25 X 1 NO = 4.39 SQ.MT. 7 3.58 X 2.75 X 1 NO = 9.85 SQ.MT. 8 TOTAL ADDITION = 61.27 SQ.MT. 4 1/2 X 8.92 X 4.65 X 1 NO = 20.74 SQ.MT. ABOVE 90.00 ___ 2 PARKING FOR 1 TENEMANT ___ 1 X 10 = 10 NOS. 8 2.45 X 1.35 X 1 NO = 3.31 SQ.MT. 5 1/2 X 2.48 X 1.08 X 1 NO = 1.34 SQ.MT. TOTAL 67 TOTAL REQUIRED 53.50NOS. 8 1.10 X 1.35 X 1 NO = 1.48 SQ.MT. TOTAL ADDITION = 69.85 SQ.MT. 7 6 1/2 X 8.28 X 2.17 X 1 NO = 8.98 SQ.MT. 10% FOR VISITORS 5.35 NOS. 1 X 12 = 12 NOS. 9 1.20 X 0.30 X 1 NO = 0.36 SQ.MT. 3RD TO 12TH FLOOR 5.2 9 TOTAL NOS. OF PARKING REQUIRED 58.85 NOS. TOTAL ADDITION = 66.64 SQ.MT. 00.9 7 1/2 X 8.28 X 2.95 X 1 NO = 12.21 SQ.MT. 7 1.4 SAY 59.00 NOS. 1 X 12 = 12 NOS. FLAT NO - 3 5 8 1/2 X 8.17 X 0.26 X 1 NO = 1.06 SQ.MT. 9 1/2 X 0.30 X 0.06 X 1 NO = 0.01 SQ.MT. 0.07 0.59 PARKING AREA STATEMENT FOR SHOP AND IT OFFICE 3.7 0.01 .929 10 1/2 X 5.43 X 2.05 X 1 NO = 5.55 SQ.MT. 5 CARPET AREA CALCULATION 0.35 5.0 FOR SHOP 5 1.3 1 11 1/2 X 9.05 X 4.97 X 1 NO = 22.49 SQ.MT. 3.0 5 (2ND TO 7TH,9TH TO 11TH) 4.5 7.48 5.30 BUILTUP AREA OF SHOP =320.17 SQ.MT 8 NOS. 7 a 7 FLAT NO - 5 2 2 12 1/2 X 10.20 X 8.07 X 1 NO = 41.16 SQ.MT. 1.5 0.3 2.0 (1 PARKING FOR 40.00 SQ. MT. UP TO 800.00 SQ. MT.) 5 3 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 1.54 13 1/2 X 4.33 X 1.31 X 1 NO = 2.84 SQ.MT. 2.7 6 2.5 FOR COMMERCIAL (OFFICE) 0 2 5.30 X 1.05 X 1 NO = 5.57 SQ.MT. 12.25 14 1/2 X 10.11 X 3.17 X 1 NO = 16.02 SQ.MT. 2.02 1.79 5 3 6.23 X 2.50 X 1 NO = 15.58 SQ.MT. 15 1/2 X 11.56 X 2.29 X 1 NO = 13.24 SQ.MT. CARPET AREA OF OFFICE =34.82 SQ.MT 1 NOS. 1.4 3.6 0 4 2.70 X 2.05 X 1 NO = 5.54 SQ.MT. 8.68 (1 PARKING FOR 37.50 SQ. MT. UP TO 1500.00 SQ. MT.) 0.10 16 1/2 X 18.23 X 11.00 X 1 NO = 100.27 SQ.MT. 5 5 3.60 X 1.45 X 1 NO = 5.22 SQ.MT. 1.56 2.25 FLAT NO - 5 2.7 6 1.55 X 2.73 X 1 NO = 4.23 SQ.MT. 3. 07 11.03 0.10 0.10 0.75 17 1/2 X 18.23 X 1.41 X 1 NO = 12.85 SQ.MT. 10% OF VISITORS PARKING REQD. BY RULE 2 NOS. 0 30 2.22 2.12 3 3 TOAL PARKING REQD BY RULE FOR SHOP AND OFF. (8+1+2) 18 1/2 X 18.21 X 1.84 X 1 NO = 16.75 SQ.MT. 11 NOS. 0.10 6.2 a 0.37 X 1.35 X 1 NO = 0.50 SQ.MT. 0. 4 5 0 2.0 7 3.75 X 3.05 X 1 NO = 11.44 SQ.MT. 4.3 3 1.3 19 1/2 X 18.21 X 7.43 X 1 NO = 67.65 SQ.MT. TOTAL PARKING REQD. BY RULE 70 NOS. 5 1.0 07 84 20 1/2 X 13.54 X 2.22 X 1 NO = 15.03 SQ.MT. ( 59 + 11 ) 5.3 8. 1. 3.17 0 TOTAL ADDITION = 48.23 SQ.MT. 43 21 1/2 X 0.91 X 0.28 X 2 NO = 0.26 SQ.MT. TOTAL PROVIDED PARKING 194 NOS 7. 5 1.0 2 1 X 9 = 9 NOS. 1.4 22 1/2 X 0.75 X 0.09 X 2 NO = 0.07 SQ.MT. 1 5.3 2 68 23 2.26 X 0.10 X 1 NO = 0.23 SQ.MT. 0 1. 10.11 0 1.1 0 1 1.0 0.1.15 CARPET AREA CALCULATION 5 24 1.56 X 0.10 X 1 NO = 0.16 SQ.MT. 0 5 (2ND TO 7TH,9TH TO 11TH) 1.6 1 0 10 25 2/3 X 3.07 X 0.30 X 1 NO = 0.62 SQ.MT. 1.0 FLAT NO - 6 .2 4 0 TOTAL ADDITION = 369.86 SQ.MT. X NOTE : CARPET AREA SHOWN ON ALL FLOORS 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 2.2 .2 PLAN ARE ONLY FOR THE PURPOSE OF 13.54 5 2 5.30 X 1.05 X 1 NO = 5.57 SQ.MT. 18 3 1 DEDUCTIONS COMPUTATION OF CAN PARKING SPACES 8 3 5.20 X 5.48 X 1 NO = 28.50 SQ.MT. 5.4 6 4 1.15 X 1.60 X 1 NO = 1.84 SQ.MT. 1 2/3 X 10.20 X 1.68 X 1 NO = 11.48 SQ.MT. 0 11.5 18 5.9 6 2.5 5.2 5 2.55 X 0.60 X 1 NO = 1.53 SQ.MT. .23 0 2 2/3 X 4.68 X 0.21 X 1 NO = 0.66 SQ.MT. 5 5 2.29 .00 0 6 2.25 X 5.90 X 1 NO = 13.27 SQ.MT. 0.6 11 TOTAL DEDUCTION = 12.14 SQ.MT. Y1 7 2.40 X 4.87 X 1 NO = 11.69 SQ.MT. TOTAL BUILT UP AREA [X - Y1] = 357.72 SQ.MT. X1 P R O F O R M A - II 8 0.65 X 1.20 X 1 NO = 0.78 SQ.MT. ADDITION CONTENTS OF SHEET : TOTAL ADDITION = 63.33 SQ.MT. 1.5 FLAT NO - 6 0.21 GROUND FLOOR AREA DIAGRAM & CALCULATIONS. 4.68 5 7 7 1. 0.75 X 0.02 X 0.50 CARPET AREA DIAGRAM & CALCULATIONS. 0 0.6 4.8 1 X 9 = 9 NOS. = 0.01 SQ.MT. 5 PARKING STATEMENT. 1.2 2. 0.75 X 0.31 X 0.50 = 0.12 SQ.MT. 8 0.28 DESCRIPTION OF PROPOSAL AND PROPERTY 2.4 3. 1.56 X 0.19 X 0.50 = 0.15 SQ.MT. 0 0.90 PROPOSED RESIDENTIAL ON SUB PLOT C-1 BEARING C.T.S NOS. 4. 1.56 X 0.50 X 0.50 = 0.39 SQ.MT. 1.0 2.4 4 0.28 0.90 928 A , 928 A/1 TO 24 , 928 B, 928 C/B,929 A ,929 B , 928 C/A OF VILLAGE PAHADI 8 1.0 5. 0.30 X 3.73 X 1.00 = 1.12 SQ.MT. GOREGAON -(W), 7 (2ND TO 7TH,9TH TO 11TH 3. GROUND FLOOR SHOP BUILT UP AREA DIAGRAM 6. 7. 0.75 2.25 X X 0.35 0.58 X X 1.00 1.00 = 0.26 SQ.MT. C.T.S. NOS.1390 ,1390 A, 1390/1 TO 11,1391 A & 1391 B OF VILLAGE MALAD (S) & C.T.S.NOS. 73 A/A, 73 A/B, 73 A/C, & 73 A/D OF VILLAGE CHINCHAVALI 73 = 1.31 SQ.MT. FLAT NO - 5 & 6 SCALE :- 1 : 100 AT GOREGAON ( WEST ) MUMBAI. BUILT UP AREA CALCULATION TOTAL = 3.36 SQ.MT. Digitally signed by BALWA BALWA HUSSEIN HUSSEIN ABDULKARIM 1.3 GROUND FLOOR (SHOP) Date: 2023.04.19 12:42:35 5 NAME, ADDRESS & ABDULKARIM +05'30' 4 8. GROUND FLOOR NET BUA AREA (357.72 + 3.36) = 361.08 SQ.MT. 0.46 00 1 1/2 X 5.01 X 0.29 X 1 NO = 0.73 SQ.MT. SIGNATURE OF OWNER 7 HUSSEIN ABDUL KARIM BALWA AND OTHERS 6 0.7 2.3 0 0.9 5 2.4 0.9 2 1/2 X 5.30 X 0.19 X 1 NO = 0.50 SQ.MT. 4.12 3 5 9 JOB No. DRG. No. DATE DRN. BY CHK.BY REVISION 2.5 5 3.1 3 1/2 X 0.35 X 0.07 X 1 NO = 0.01 SQ.MT. GROUND FLOOR GROSS BUILT UP AREA = 520.94 SQ.MT. 5 1.6 SHRADDHA 8 0.51 0 3. ADD STAIRCASE AREA (361.08 +159.86) 0 4 72 4 1/2 X 7.48 X 0.59 X 1 NO = 2.21 SQ.MT. NORTH NAME, ADD. & SIGN. OF L I C E N S E D S U R V E Y O R 1.7 2 5 1/2 X 7.48 X 1.54 X 1 NO = 5.76 SQ.MT. .00 6 1/2 X 4.52 X 2.02 X 1 NO = 4.57 SQ.MT. 2 3.1 3 3.0 9 7 1/2 X 8.68 X 2.02 X 1 NO = 8.76 SQ.MT. FIRE CONTROL ROOM AREA N 3 1.0 1 3.0 5 MANOJKUMAR Digitally signed by MANOJKUMAR 2 0 5 GROUND (IT OFFICE) CARPET AREA CALCULATION 8 1/2 X 12.25 X 1.79 X 1 NO = 10.96 SQ.MT. 1. 1.20 X 2.53 X 1.00 = 3.05 SQ.MT. ASHWANIKUMAR DUBAL ASHWANIKUMAR DUBAL Date: 2023.04.19 11:59:08 +05'30' 0.1 1 3.7 FLAT NO - 4 (2) SCALE :- 1 : 100 9 1/2 X 11.03 X 2.12 X 1 NO = 11.69 SQ.MT. 2. 3.65 X 2.63 X 1.00 = 9.60 SQ.MT. 8 3RD FLOOR 10 1/2 X 10.20 X 8.07 X 1 NO = 41.16 SQ.MT. 3. 0.25 X 0.17 X 1.00 = 0.04 SQ.MT. MANOJ DUBAL & ASSOCIATES 0.1 10 11 2/3 X 3.07 X 0.30 X 1 NO = 0.61 SQ.MT. LICENSED SURVEYORS 1.0 FLAT NO - 4 (1) TOTAL 5 GROUND (IT OFFICE) CARPET AREA CALCULATION 12 1/2 X 4.33 X 1.30 X 1 NO = 2.81 SQ.MT. = 12.69 SQ.MT. 309, SANGAM ARCADE, VALLABHBHAI ROAD, OPP- RLY.STN.VILE-PARLE (W), MUMBAI -400056 13 1/2 X 10.11 X 3.17 X 1 NO = 16.02 SQ.MT. STAMP OF RECEIPT OF PLAN STAMP OF APPROVAL OF PLAN CARPET AREA CALCULATION 1 2.44 X 1.08 X 0.50 = 1.32 SQ.MT. CARPET AREA CALCULATION 14 1/2 X 11.56 X 2.29 X 1 NO = 13.24 SQ.MT. 3RD FLOOR FLAT NO 4 (2) 2 2.44 X 1.07 X 0.50 = 1.31 SQ.MT. 15 1/2 X 18.23 X 11.00 X 1 NO = 100.27 SQ.MT. 1) THIS DOCUMENT IS DIGITALLY SIGNED Digitally signed by Amit Vijay Kale 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 3RD FLOOR FLAT NO 4 (1) DN: c=IN, o=Personal, title=4683, 2 2.00 X 3.78 X 1 NO = 7.56 SQ.MT. 1 1.00 X 0.15 X 1 NO = 0.15 SQ.MT. 3 8.00 X 3.73 X 0.50 = 14.92 SQ.MT. 16 1/2 X 18.23 X 1.41 X 1 NO = 12.85 SQ.MT. AND NO PHYSICAL SIGH IS REQUIRED. Amit pseudonym=34F73056D1098CACA15F3FD 57DD2FFD086FDB224, 2.5.4.20=b9664fced2183a0d78949ad60390 af30715a81c6ac24029d6510e2abc16de68d , postalCode=400708, st=Maharashtra, 3 1.70 X 3.13 X 1 NO = 5.32 SQ.MT. 2 3.05 X 3.10 X 1 NO = 9.46 SQ.MT. 4 8.00 X 3.72 X 0.50 = 14.88 SQ.MT. 17 1/2 X 18.21 X 1.84 X 1 NO = 16.75 SQ.MT. 2)THIS PLANS ARE APPROVED SUBJECT Vijay Kale serialNumber=5AFE8DBDC6260AACA0A2E CB76E081568C7064D8A0F7775A475FE987 5B6BCEA51, cn=Amit Vijay Kale 4 3.09 X 2.58 X 1 NO = 7.97 SQ.MT. 3 1.65 X 0.75 X 1 NO = 1.24 SQ.MT. 18 1/2 X 18.21 X 7.43 X 1 NO = 67.65 SQ.MT. Date: 2023.04.19 15:18:10 +05'30' 5 4.12 X 0.51 X 1 NO = 1.05 SQ.MT. 4 2.30 X 1.35 X 1 NO = 3.11 SQ.MT. 5 2.47 X 0.95 X 0.50 = 1.17 SQ.MT. 19 1/2 X 13.54 X 2.22 X 1 NO = 15.03 SQ.MT. TO THE CONDITION'S ENTIONED IN THE 6 4.12 X 0.46 X 1 NO = 0.95 SQ.MT. TOTAL ADDITION = 13.95 SQ.MT. 20 1/2 X 0.90 X 0.28 X 1 NO = 0.13 SQ.MT. IOD ISSUED UNDER NO. P-12566/2022/(928 SUB ENG. (BP) P-SOUTH 6 2.47 X 0.99 X 0.50 = 1.22 SQ.MT. And Other)/P/S Ward/PAHADI TOTAL ADDITION = 23.00 SQ.MT. 1 X 1 = 1 NOS. 21 1/2 X 0.90 X 0.29 X 1 NO = 0.13 SQ.MT. HARESH Digitally signed by 1 X 1 = 1 NOS. TOTAL = 34.82 SQ.MT. 22 1.56 X 0.10 X 1 NO = 0.16 SQ.MT. GOREGAON-W/IOD/1/New HARESH CHANDIRAM CHANDIRA BHAGAT Date: 2023.04.19 23 2.25 X 0.10 X 1 NO = 0.23 SQ.MT. 24 1/2 X 0.75 X 0.10 X 2 NO = 0.08 SQ.MT. M BHAGAT 17:16:35 +05'30' TOTAL ADDITION = 332.31 SQ.MT. X 3)THIS DRAWING SHALL BE READ IN ASST. ENG. (BP) P/WARD DEDUCTIONS CONJUNCTION WITH INTIMATION OF 1 2/3 X 10.20 X 1.68 X 1 NO = 11.48 SQ.MT. DISAPPROVAL ISSUED UNDER SECTION SANTOSH Digitally signed by SANTOSH 346 OF MMC ACT 1888 UNDER NO. HARISHCHANDRA SANKHE 2 2/3 X 4.68 X 0.21 X 1 NO = 0.66 SQ.MT. HARISHCHANDRA Date: 2023.04.19 17:57:37 TOTAL DEDUCTION = 12.14 SQ.MT. Y1 P-12566/2022/(928 And Other)/P/S SANKHE +05'30' TOTAL BUILT UP AREA [X - Y1] = 320.17 SQ.MT. X1 Ward/PAHADI GOREGAON-W/IOD/1/New EXE.ENG.B.P. (P) TYPICAL FLOOR BUILT UP AREA CALCULATION IOD 10/ 13 (4TH TO 7TH,9TH TO 11TH ) ADDITION 8TH REFUGE BUILT UP AREA CALCULATION 6.75 A DEDUCTION 2.70 1 1.0 1 16.02 X 2.90 X 0.50 = 23.23 SQ.MT. (ST,LIFT, & LOBBY) TOTAL ADDITION AREA (A + B + C+ D) LI 1 LE 16.02 X 2.80 0 2.0 SS a X 0.50 = 22.43 SQ.MT. ST1 (127.98 + 125.88 + 155.84+ 166.46 + 0.19) = 576.35 SQ.MT. 5.2 @3 Y 2 1.20 X 3.40 X 1nos = 4.08 SQ.MT. 2 0 5 5 RD 1 3.82 X 6.74 X 1nos = 25.75 SQ.MT. DEDUCTION 1.52 1.29 2.53 0.7 3.0 3.4 5.2 3.4 3 1.20 X 0.20 X 1nos = 0.24 SQ.MT. LB 3 2.0 0 0.3 3.2 FL 1.82 R 0 2 2.51 X 1.70 X 1nos = 4.27 SQ.MT. 0 X OO 07 LB 7 0.6 OO 31 L 0 DF (8TH,15TH, 22ND & 29TH) REFUGE AREA STATEMENT. 2.59 @3 R D1 10 0 R 4 7.98 X 3.89 X 0.50 X 2 = 31.04 SQ.MT. 3 5.63 X 0.04 X 0.50 = 0.11 SQ.MT. LB 1 LB 2 2. 4. LB 6 10 0.D61 2. SS 0 7 0 90 LE 90 5 1.70 X 3.88 X 1nos = 6.60 SQ.MT. 5.61 1.03 1.20 LB 4 3.0 2. 0 4 X 2.25 X 0.50 = 6.31 SQ.MT. R1 1.20 X 3.40 X 1nos = 4.08 SQ.MT. 0 2.6 2.1 0.45 0.25 ED 5 2.5 X 1.10 F.D 1.7 6 X 1nos = 0.28 SQ.MT. (ST 2)1 6.53 X 2.59 X 1nos = 16.91 SQ.MT. 2 D5 D6 1.5 3.0 9 0 0.2 0 0.2 0 1.7 6.68 X 2.49 R2 6.20 X 5.00 X 1nos = 31.00 SQ.MT. 0 6 2.7 1.7 0.9 a 7 X 0.50 = 8.32 SQ.MT. 1 2 (2.59+2.69)X 0.21 X 0.50 = 0.55 SQ.MT. 3.2 3.82 1.5 3.5 0 0.36 0 1.5 8 0 7 2.55 8 0 7 1 3.5 0 a 6.68 X 2.45 X 0.50 = 8.18 SQ.MT. 3 0.23 X 4.18 X 1nos = 0.96 SQ.MT. LI 2 D3 LI 3 89 2.81 R3 2.68 X 2.60 X 1nos = 6.97 SQ.MT. 0.45 1. 0.18 9 8 0.20 X 1.70 X 1nos = 0.34 SQ.MT. (4.18+4.08) X 0.26 8 X 0.50 = 1.07 SQ.MT. 0.14 9 4 LB 5 9 1.51 X 3.57 X 1nos = 5.39 SQ.MT. R4 0.75 X 0.25 X 1nos = 0.19 SQ.MT. 3 0.27 1.95 D 0.27 X 0.14 X 0.50 = 0.02 SQ.MT. 5 5.6 1 2.25 4. 2. 45 10 3.40 X 5.25 X 1nos = 17.85 SQ.MT. 3 5.6 5 7 77 6 6.70 X 1.46 X 0.50 = 4.89 SQ.MT. 45 2. R5 1.70 X 6.50 X 1nos = 11.05 SQ.MT. 2.4 0.23 0.29COL 6.70 6.74 COUNT COL COUNT D4 COUNTED IN FSI 0.18 4.08 1.46 IN FSI IN FSI TOTAL = 127.98 SQ.MT. .....A 7 6.70 X 1.95 X 0.50 = 6.53 SQ.MT. COUNTED IN FSI 2.6LB 9 0.30 0.30 2.25 6 4.18 2 4 A R6 2.25 X 0.10 X 1nos = 0.24 SQ.MT. a B B A 8 4.77 X 1.89 X 0.50 = 4.51 SQ.MT. 0.44 6.75 0.34 6. 2.2 ST 1 68 B 9 2.10 X 1.70 X 1nos = 3.57 SQ.MT. 0.03 5 4 68 ST 2 3.25 R7 6.83 X 0.25 X 1nos = 1.72 SQ.MT. 4 6. 1 15.64 X 2.80 X 0.50 = 21.89 SQ.MT. 6.75 LB 8 2.69 LIFT LIFT 7 LI 1 X 2.70 X 1nos = 18.23 SQ.MT. 2.59 .0 2.51 3 2 2 15 15.64 X 2.90 1.70 a X 0.50 = 22.68 SQ.MT. 1 5 7 16 LI 2 2.62 X 3.20 X 1nos = 8.38 SQ.MT. R8 6.10 X 5.35 X 1nos = 32.64 SQ.MT. 0.2 1.1 7 0.49 .6 4 0.2 5 1.20 2 0.26 6.53 0.21 1.1 2 X 3.40 X 1nos = 4.08 SQ.MT. 0.9 5 LI 3 3.05 X 2.70 X 1nos = 8.24 SQ.MT. 6 0 1.95 6 49 3 1.20 X 0.20 X 1nos = 0.24 SQ.MT. (2.59+1.82)X 1.52 R9 0.38 X 2.70 X 1nos = 1.03 SQ.MT. 2. LB 1 X 0.50 = 3.35 SQ.MT. VOID COUNTED IN FSI 49 2. 1.7 0 4 6.21 X 4.85 X 1nos = 30.10 SQ.MT. 3.82 X 2.59 1.7 LB 2 X 1nos = 9.89 SQ.MT. 4.90 X 6.25 X 1nos LOBBY 7 R10 = 30.63 SQ.MT. 5 7 3.8 5 0 5 3.87 X 1.70 X 1nos = 6.57 SQ.MT. LB 3 4.31 X 2.07 X 0.50 = 4.46 SQ.MT. TYPICAL FLOOR STAIRCASE AREA CALCULATION 3.8 R11 3.40 X 1.70 X 1nos = 5.78 SQ.MT. SCALE :- 1 : 100 10.33 6 0.95 X 0.25 X 1nos = 0.24 SQ.MT. 8 ED 8.62 LB 4 4.31 X 1.56 X 0.50 = 3.36 SQ.MT. 5.40 a F.D 8.1 8 -3 9.2 7 6.68 X 2.49 X 0.50 = 8.32 SQ.MT. LB 5 (2.81+2.55)X 2.25 X 0.50 = 6.03 SQ.MT. 3.89 1LIF T LIF T 8 a 6.68 X 2.45 X 0.50 = 8.18 SQ.MT. TOTAL = 125.33 SQ.MT. 7.93 LB 6 (3.07 +0.72)X 2.00 X 0.50 = 3.79 SQ.MT. 1 8 8 0.20 X 1.70 X 1nos = 0.34 SQ.MT. 6 LB 7 2.00 X 3.00 X 1nos = 6.00 SQ.MT. 6.2 1.51 1 9 X 3.57 X 1nos = 5.39 SQ.MT. LB8 2.25 X 3.25 X 1nos = 7.31 SQ.MT. DEDUCTION 7.98 4 REFUGE FLOOR (1ST & 8TH ) 2 .86 COUNTED IN FSI 4 5 0 10 3.40 X 5.25 X 1nos = 17.85 SQ.MT. LB9 2.62 X 2.43 X 1nos = 6.37 SQ.MT. 2. STAIRCASE 0.3 80 PROPOSED REFUGE AREA STATEMENT. 3RD FLOOR BUILT UP AREA CALCULATION . 80 0.3 2. LIF 0 TL OB COUNTED IN FSI STAIRCASE TOTAL = 125.88 SQ.MT. .....B TOTAL = 160.86 SQ.MT. ST,LIFT & LOBBY AREA = 159.86 SQ.MT. BY D1 TOTAL ADDITION AREA (A + B + C+ D) 2.5 0.6 1 1.20 X 3.05 X 1nos = 3.66 SQ.MT. 3.89 0.6D1 6 0 DEDUCT ADD 5.63 X 0.15 = 0.84 SQ.MT. (127.98 + 125.88 + 155.84+ 166.46 + 0.19) = 576.35 SQ.MT. 0 2.94 6.56 DEDUCTION 0.85 C D5 1.03 X 0.45 X 1nos = 0.46 SQ.MT. 0 5 2 5.90 X 4.60 X 1nos = 27.14 SQ.MT. 1.2 5 4.8 1.2 0 3 1 17.81 X 2.80 X 1nos = 49.87 SQ.MT. TOTAL = 160.70 SQ.MT. 2.59 D6 1.20 X 0.40 X 1nos = 0.54 SQ.MT. 2.44 0 0 0 16.25 1.2 0.2 4.95 X 0.05 X 1nos = 0.25 SQ.MT. 1.60 1.2 4 2 1.35 X 3.60 X 1nos = 4.86 SQ.MT. TOTAL = 1.00 SQ.MT. X 2.50 X 0.90 X 1NOS = 2.25 SQ.MT. 3.4 3 0.30 DUCT 2 3 1.35 X 0.20 X 1nos = 0.27 SQ.MT. TOTAL (ST,LIFT, & LOBBY) AREA (160.86 - 1.00) = 1.00 SQ.MT. 0 3 0.15 X 1.90 X 1nos = 0.29 SQ.MT. Y 3.20 X 1.01 X 1NOS = 3.23 SQ.MT. 0.25 2 TOTAL = 159.86 SQ.MT. D1 0.60 X 0.30 X 2nos = 0.36 SQ.MT. 0.30 0.30 13 4 2.80 X 5.25 X 1nos = 14.70 SQ.MT. 0 0.75 D2 VOID COUNTED IN FSI D2 0.75 0.31 3.4 5 1.45 X 3.90 X 1nos = 5.66 SQ.MT. 4 1.48 X 0.40 X 1nos = 0.59 SQ.MT. TOTAL = 5.48 SQ.MT. D2 0.75 X 0.30 X 2nos = 0.45 SQ.MT. 2.80 3.65 X 5.25 DUCT 6 X 1nos = 19.16 SQ.MT. 5 2.23 X 2.40 X 1nos = 5.35 SQ.MT. DEDUCTION 1 D1 0.60 X 0.30 X 4nos = 0.72 SQ.MT. 7 6.25 X 3.10 X 1nos = 19.38 SQ.MT. D3 (0.45+0.36) X 0.18 X 0.50 = 0.07 SQ.MT. 17.81 (ST,LIFT, & LOBBY) = 159.86 SQ.MT. D2 0.75 X 0.30 X 2nos = 0.45 SQ.MT. 6 1.60 X 6.35 X 1nos = 10.16 SQ.MT. \\SERVER\D\KANDIVALI BMC ONLINE BMC PROPOSAL\HUSSEIN BALWA\BALWA NAGAR -- GOREGAON\IOD APPLICATION\IOD BMC PLAN FOR --FSI 0.75+INCEN+TDR+STAIRCASE..7.4.2023.DWG 8 3.65 X 5.00 X 1nos = 18.25 SQ.MT. D3 (0.45+0.36) X 0.18 X 0.50 = 0.07 SQ.MT. D4 0.45 X 5.19 X 1nos = 2.34 SQ.MT. 9 1.45 X 3.65 X 1nos = 5.29 SQ.MT. DUCT 7 2.25 X 0.10 X 1nos = 0.23 SQ.MT. D4 0.45 X 5.19 X 1nos = 2.34 SQ.MT. 10 2.80 X 5.00 X 1nos = 14.00 SQ.MT. D5 1.03 X 0.45 X 1nos = 0.46 SQ.MT. D1 0.60 X 0.30 X 3nos = 0.54 SQ.MT. 8 6.55 X 5.20 X 1nos = 34.06 SQ.MT. 3.10 D5 1.03 X 0.45 X 1nos = 0.46 SQ.MT. 3.40 11 1.20 X 3.40 X 1nos = 4.08 SQ.MT. 1.20 X 0.40 X 1nos = 3.60 D6 3.65 0.54 SQ.MT. 3.90 2 11 1.20 D2 0.75 X 0.30 X 2nos = 0.45 SQ.MT. 5 6 7 12 1.20 X 0.20 X 1nos = 0.24 SQ.MT. D6 X 0.40 X 1nos = 0.54 SQ.MT. 8 9 9 1.45 X 6.10 X 1nos = 8.84 SQ.MT. 5.00 5.00 6.25 10 5.25 5.25 TOTAL = 4.58 SQ.MT. D3 (0.45+0.36) X 0.18 X 0.50 = 0.07 SQ.MT. 1.20 13 0.31 X 0.25 X 1nos = 0.08 SQ.MT. TOTAL = 4.22 SQ.MT. 1.35 4 10 3.33 X 0.30 X 1nos = 1.00 SQ.MT. 1.45 TOTAL = 155.84 SQ.MT. .....C D4 0.45 X 5.19 X 1nos = 2.34 SQ.MT. 1.45 TYPICAL FLOOR BUILT UP AREA CALCULATION (4TH TO 7TH,9TH TO 11TH) 8TH REFUGE FLOOR AREA STATEMENT 11 0.90 X 1.80 X 1nos = 1.62 SQ.MT. D5 1.03 X 0.45 X 1nos = 0.46 SQ.MT. 3.65 2.80 1.20 0.20 1.35 2.80 3.65 D TOTAL ADDITION (A + B + C+ D) D6 1.20 X 0.40 X 1nos = 0.54 SQ.MT. 0.20 2.58 3 C 12 1 (1.17+2.56)X (2.94+0.49)X 8.18 X 0.50 = 15.24 SQ.MT. (127.98 + 125.88 + 155.84+ 166.46 + 0.19) = ADD COLOUMN 576.35 SQ.MT. TOTAL ADDITION (A + B + C+ D) (127.98 + 125.88 + 155.84+ 166.46 + 0.19) 12 13 3.10 X X 2.40 X 1nos 1.35 X 1nos = = 6.19 SQ.MT. 4.20 SQ.MT. TOTAL = 4.40 SQ.MT. 2 7.93 X 0.50 = 13.59 SQ.MT. = 576.35 SQ.MT. A (0.44 + 0.29) X 0.30 X 0.50 = 0.11 SQ.MT. 3 16.25 X 1.60 X 1nos = 26.00 SQ.MT. B (0.34 + 0.18) X 0.30 X 0.50 = 0.08 SQ.MT. (576.35 -125.33 - 160.70 - 4.22) = 286.10 SQ.MT. 3.05 X 3.75 X 1nos 3RD FLOOR AREA 14 = 11.44 SQ.MT. (2.59+2.44)X TOTAL 0.19 SQ.MT. 3RD FLOOR BUILT UP AREA CALCULATION. 4 0.30 X 0.50 = 0.75 SQ.MT. (576.35 - 159.86 - 4.58) = 411.91 SQ.MT. 8TH REFUGE FLOOR GROSS BUILT UP AREA = 446.80 SQ.MT. TOTAL ADDITION (A + B + C+ D) 5 6.56 X 0.85 X 1nos = 5.57 SQ.MT. ADD STAIRCASE AREA (286.10+160.70) TOTAL = 115.02 SQ.MT. TYPICAL FLOOR GROSS BUILT UP AREA = 571.77 SQ.MT. (127.98 + 125.88 + 155.84+ 166.46 + 0.19) = 576.35 SQ.MT. 6 9.28 X 5.86 X 0.50 = 27.19 SQ.MT. (4TH TO 7TH,9TH TO 11TH ) EXCESS REFUGE AREA = 38.28 SQ.MT. (576.35 - 5.48 - 159.86 - 4.40) = 406.61 SQ.MT. TYPICAL FLOOR BUILT UP AREA CALCULATION. 7 8 8.62 6.75 X 1.95 X 0.50 X 10.33 X 1nos = = 8.40 SQ.MT. 69.72 SQ.MT. ADD STAIRCASE AREA (411.91+159.86) 12TH FLOOR BUILT UP AREA 3RD FLOOR GROSS BUILT UP AREA = 566.47 SQ.MT. ADD STAIRCASE AREA (406.61+159.86) (4TH TO 6TH,8TH TO 11TH & 12TH) TOTAL = 166.46 SQ.MT. .....D (TYPICAL FLOOR NET BUILT UP AREA - A) = 411.91 SQ.MT. (411.91 - 127.98) 12TH FLOOR GROSS BUILT UP AREA = 283.93 SQ.MT. = 443.79 SQ.MT. SCALE :- 1 : 100 ADD STAIRCASE AREA (283.93+159.86) 1) THIS DOCUMENT IS DIGITALLY SIGNED 2ND FLOOR BUILT UP AREA CALCULATION . AND NO PHYSICAL SIGH IS REQUIRED. DEDUCTION 0 2)THIS PLANS ARE APPROVED SUBJECT 1.1 2.55 TO THE CONDITION'S ENTIONED IN THE 1ST FLOOR BUILT UP AREA CALCULATION . 1 X 0.88 X 1NOS = 2.24 SQ.MT. 0.3 0.9 4 IOD ISSUED UNDER NO. P-12566/2022/(928 2ND FLOOR BUILT UP AREA = 365.74 SQ.MT. 2 2.50 X 2.73 X 1NOS = 6.83 SQ.MT. 0 3.0 AREA ADD 3 0 5 And Other)/P/S Ward/PAHADI 0.D61 0 2.5 5 GOREGAON-W/IOD/1/New 1.3 0.60 X 0.30 X 2nos 0.36 SQ.MT. 0 = 3 1.35 X 0.90 X 1NOS = 1.22 SQ.MT. 2.7 0 DEDUCTION TOTAL = 366.10 SQ.MT. 2 3 1.1 4 1.10 X 3.20 X 1NOS = 3.52 SQ.MT. 5 A 0.68 X 3.40 X 1NOS = 2.31 SQ.MT. 5 1.10 X 1.30 X 1NOS = 1.43 SQ.MT. 1.3 3)THIS DRAWING SHALL BE READ IN 0 2.65 1 CONJUNCTION WITH INTIMATION OF 0.8 B X 2.49 X 1NOS = 6.59 SQ.MT. 6 1.25 X 6.10 X 1NOS = 7.63 SQ.MT. 5 5 2.5 8 1.2 DISAPPROVAL ISSUED UNDER SECTION TOTAL = 8.90 SQ.MT. 1.25 7 X 1.45 X 1NOS = 1.81 SQ.MT. 346 OF MMC ACT 1888 UNDER NO. FU DEDUCTION 2.65 X 1.09 GE P-12566/2022/(928 And Other)/P/S 8 X 1NOS = 2.89 SQ.MT. ST A Ward/PAHADI GOREGAON-W/IOD/1/New & 8 REA REFUGE AREA R1 1.20 X 3.40 X 1nos = 4.08 SQ.MT. 9 2.51 X 0.30 X 1NOS = 0.75 SQ.MT. TH 6 3.7 0 FL 6.1 0.3 3.0 5 R2 6.20 X 5.00 X 1nos = 31.00 SQ.MT. 10 1.00 X 1.05 X 1NOS = 1.05 SQ.MT. OO 0 8 5 0 RE R 3.4 2.7 0 1.3 0.9 1.8 P R O F O R M A - II R3 2.68 X 2.60 X 1nos = 6.97 SQ.MT. R11 14 0 R1 5 0.3 11 0.15 X 0.85 X 1NOS = 0.13 SQ.MT. 6.2 0 CONTENTS OF SHEET : R4 0.75 X 0.25 X 1nos = 0.19 SQ.MT. FO 1.7 5 R9 0 11 AREA DIAGRAM & CALCULATIONS. 0.1 0 0 3.1 2.4 R5 1.70 X 6.50 X 1nos = 11.05 SQ.MT. 12 0.32 X 3.40 X 1NOS = 1.09 SQ.MT. 4.9 13 5 7 8 0 DESCRIPTION OF PROPOSAL AND PROPERTY 2 R6 2.25 X 0.10 X 1nos = 0.24 SQ.MT. 0.20 1.4 0.3 1.4 2.5 PROPOSED RESIDENTIAL ON SUB PLOT C-1 BEARING C.T.S NOS. 13 X 1.50 X 1NOS = 0.30 SQ.MT. 5 5 12 .68 5 R7 6.83 X 0.25 X 1nos = 1.72 SQ.MT. 2.6 0 3.4 R10 10 3.3 3 928 A , 928 A/1 TO 24 , 928 B, 928 C/B,929 A ,929 B , 928 C/A OF VILLAGE PAHADI AT R8 6.10 X 5.35 X 1nos = 32.64 SQ.MT. 14 1.25 X 2.60 X 1NOS = 3.25 SQ.MT. D UC T 2.4 0 GOREGAON -(W), DE A 12 6.1 9 9 0 3.4 R EA OOR 0 C.T.S. NOS.1390 ,1390 A, 1390/1 TO 11,1391 A & 1391 B OF VILLAGE MALAD (S) & R9 0.38 X 2.70 X 1nos = 1.03 SQ.MT. 3.20 5.6 OR EA A 1S TF L 15 X 3.80 X 1NOS = 12.16 SQ.MT. 3 AS B C.T.S.NOS. 73 A/A, 73 A/B, 73 A/C, & 73 A/D OF VILLAGE CHINCHAVALI ST IRC R10 4.90 X 6.25 X 1nos = 30.63 SQ.MT. R 3 A RE IRCA STA FLOO 0.8 .15 6.8 AT GOREGAON ( WEST ) MUMBAI. 9 IN Y 0 1.0 2.4 DD 1ST FU GE SE A 1.5 R11 3.40 X 1.70 X 1nos = 5.78 SQ.MT. 5 x 0 TOTAL = 46.30 SQ.MT. FL DD OO IN 0.1 5 8 5 1.0 1.0 13 0 BALWA Digitally signed by TOTAL = 125.33 SQ.MT. 0.3 RF 2.6 .30 11 R7 5 BALWA HUSSEIN 0 LO 90 10 HUSSEIN 9 IRCA R a 9 6.1 6.5 ABDULKARIM STAIRCASE ADD 0 .51 2.6 14 0.3 0 1.0 S2TNAD FLOO 2 5 Date: 2023.04.19 DEDUCTION 0.6D1 0 0.2 x) 0.15 X 2.49 = 0.37 SQ.MT. 0 b 4 1.2 5 5 8 NAME, ADDRESS & ABDULKARIM 12:44:14 +05'30' y) 0.15 X 5.63 = 0.85 SQ.MT. 0.2 R8 SIGNATURE OF OWNER (ST,LIFT, & LOBBY) (159.86 + 0.23) = 160.09 SQ.MT. 15 HUSSEIN ABDUL KARIM BALWA AND OTHERS TOTAL STAIRCASE ON = 161.31 SQ.MT. SE 3.8 1ST FLOOR (160.09 +1.22) 7 5 JOB No. DRG. No. DATE DRN. BY CHK.BY REVISION (ST,LIFT, & LOBBY) = 159.86 SQ.MT. D IN 5 2.2 1ST FLOOR BUILT UP AREA AD 0 0 2.5 3.2 SHRADDHA ADD R6 1.6 5.2 0.1 1st FLOOR BUILT UP AREA = 230.65 SQ.MT. 1.7 5.3 0.1 0 0 0 NORTH NAME, ADD. & SIGN. OF L I C E N S E D S U R V E Y O R a) 0.15 X 1.09 = 0.16 SQ.MT. 0 5 0 (366.10 - 125.33 - 8.90 - 1.22 ) = 230.65 SQ.MT. b) 0.24 X 0.30 = 0.07 SQ.MT. 6.5R5 6.3 6 1ST REFUGE FLOOR GROSS BUILT UP AREA = 391.96 SQ.MT. 0 5 N ADD STAIRCASE AREA (230.65+161.31) TOTAL = 0.23 SQ.MT. 4.9 MANOJKUMAR 5 Digitally signed by MANOJKUMAR ASHWANIKUMAR ASHWANIKUMAR DUBAL 5.9 3 DUBAL Date: 2023.04.19 11:59:25 +05'30' 6.2 0 3 2.2 DUCT 2.6 0.0 5 0.60 X 0.30 8 5 2 2.4 0 4 1.4 MANOJ DUBAL & ASSOCIATES D1 X 2nos = 0.36 SQ.MT. R2 R3 8 LICENSED SURVEYORS 0.4 2.6 5 1 3 0 309, SANGAM ARCADE, VALLABHBHAI ROAD, D2 0.75 X 0.30 X 2nos = 0.45 SQ.MT. 0 4.6 0.1 .90 OPP- RLY.STN.VILE-PARLE (W), MUMBAI -400056 5.0 0 0 0.2R4 5 STAMP OF RECEIPT OF PLAN STAMP OF APPROVAL OF PLAN D3 (0.45+0.36) X 0.18 X 0.50 = 0.07 SQ.MT. 5 0.7 1.2 0 D4 0.45 X 5.19 X 1nos = 2.34 SQ.MT. 0 Digitally signed by Amit Vijay Kale 1.2 1 DN: c=IN, o=Personal, title=4683, D5 1.03 X 0.45 X 1nos = 0.46 SQ.MT. R1 3.0 5 Amit pseudonym=34F73056D1098CACA15F3F D57DD2FFD086FDB224, 2.5.4.20=b9664fced2183a0d78949ad6039 0af30715a81c6ac24029d6510e2abc16de6 1.20 8d, postalCode=400708, st=Maharashtra, D6 X 0.40 X 1nos = 0.54 SQ.MT. 3.4 0 Vijay Kale serialNumber=5AFE8DBDC6260AACA0A2 ECB76E081568C7064D8A0F7775A475FE9 875B6BCEA51, cn=Amit Vijay Kale Date: 2023.04.19 15:18:23 +05'30' TOTAL = 4.22 SQ.MT. 1ST FLOOR BUILT UP AREA CALCULATION. 1ST & 8TH REFUGE FLOOR PROPOSED REFUGE FLOOR AREA DIAGRAM SUB ENG. (BP) P-SOUTH 2 ND FLOOR BUILT UP AREA 2ND FLOOR BUILT UP AREA CALCULATION. (1ST & 8TH ) BUILT UP AREA DIAGRAM HARESH Digitally signed by TOTAL ADDITION (A + B + C+ D) SCALE :- 1 : 100 HARESH CHANDIRAM CHANDIRA BHAGAT SCALE :- 1 : 100 (127.98 + 125.88 + 155.84+ 166.46 + 0.19) = 576.35 SQ.MT. 8TH REFUGE FLOOR BUILT UP AREA CALCULATION. Date: 2023.04.19 M BHAGAT 17:16:45 +05'30' (576.35- 46.30 - 160.09 - 4.22) = 365.74 SQ.MT. SCALE :- 1 : 100 ASST. ENG. (BP) P/WARD 2ND REFUGE FLOOR GROSS BUILT UP AREA = 525.83 SQ.MT. ADD STAIRCASE AREA (365.74+160.09) SANTOSH Digitally signed by SANTOSH HARISHCHANDRA HARISHCHANDRA SANKHE Date: 2023.04.19 17:58:36 SANKHE +05'30' EXE.ENG.B.P. (P) IOD 11 / 13 0 7TH PODIUM FLOOR FITNESS CENTER AREA 36 0.2 0 1.1 3.4 ADDITION 0 0 2.9 0.2 0 2.8 41 0.3 0 7TH PODIUM FLOOR (FITNESS CENTER ) 8 5 5 3.4 1.7 40 1.3 35 1.35 0 4.9 37 1 X 0.20 X 1nos = 0.27 SQ.MT. 0 0.2 5 2.7 0 2.5 3 33 2.80 X 1.35 X 1nos 0.2 1.7 34 0 2 = 3.78 SQ.MT. 0 0 .15 0 0.2 39 0.9 0 5 2.8 3 2.01 X 0.30 X 1nos = 0.60 SQ.MT. 0 7.9 32 1.0 0 0 5 2.6 1.5 31 8 30 3.36 4 X 3.60 X 1nos = 12.10 SQ.MT. 5.2 .55 7 38 2 1.6 5 5.89 X 6.60 X 1nos = 38.87 SQ.MT. 29 28 5 5a 1.56 X 0.10 X 1nos = 0.16 SQ.MT. 4.3 0 .10 6 3.65 X 1.35 X 1nos = 4.93 SQ.MT. 5.6 0 0 6.1 I FS IN 7 3.00 X 0.10 X 1nos = 0.30 SQ.MT. TE D UN 27 5 0 0.2 CO 8 11.92 X 5.80 X 1nos = 69.14 SQ.MT. COUNTED IN FSI 4.1 26 22 0 2.2 9 3.65 X 1.90 X 1nos = 6.94 SQ.MT. 0 0.1 5 0 2.5 10 1.45 X 0.55 X 1nos = 0.80 SQ.MT. 0.1 0 23 25 .70 1.7 5 11 2.80 X 1.90 X 1nos = 5.32 SQ.MT. 2 3.7 5 21 1.20 X 0.20 X 1nos 0.1 12 = 0.24 SQ.MT. 8 0.0 5 1.9 0 8 5 3.819 0.2 13 1.20 X 0.30 X 1nos = 0.36 SQ.MT. 3.5 4 20 18 1.2 0 COUNTED IN FSI 24 2.5 17 3.43 7 5 14 X 3.10 X 1nos = 10.63 SQ.MT. COUNTED IN FSI 0.5 3.6 5 15 0.31 X 0.15 X 1nos = 0.05 SQ.MT. 024a 0. 24 0.8 0.3 16 0.20 X 4.85 X 1nos = 0.97 SQ.MT. 5 4.8 16 17 3.65 X 0.20 X 1nos = 0.73 SQ.MT. 1.56 18 2.50 X 0.85 X 1nos = 2.13 SQ.MT. 0.10 5a 0.10 7 3.00 0.15 15 5.89 11.92 0.31 19 3.85 X 0.57 X 1nos = 2.19 SQ.MT. 0 0.2 20 1.24 X 0.05 X 1nos = 0.06 SQ.MT. \\SERVER\D\KANDIVALI BMC ONLINE BMC PROPOSAL\HUSSEIN BALWA\BALWA NAGAR -- GOREGAON\IOD APPLICATION\IOD BMC PLAN FOR --FSI 0.75+INCEN+TDR+STAIRCASE..7.4.2023.DWG 21 1.98 X 3.75 X 1nos = 7.43 SQ.MT. 5.80 3.36 8 3.43 22 2.20 X 0.25 X 1nos = 0.55 SQ.MT. 6.60 5 3.10 14 2.55 3.60 23 X 1.70 X 1nos = 4.33 SQ.MT. 4 24 0.15 X 3.58 X 1nos = 0.53 SQ.MT. 0.30 2.01 5.89 0.55 13 10 1.35 0.30 24a 0.24 X 0.30 X 1nos = 0.07 SQ.MT. 3 1.20 1.90 1.90 9 1.45 11 1.35 25 2.70 X 0.10 X 1nos = 0.27 SQ.MT. 1.35 6 0.20 2 12 26 0.10 X 4.10 X 1nos = 0.41 SQ.MT. 0.20 1 2.80 3.65 3.65 2.80 1.20 27 4.25 X 6.10 X 1nos = 25.93 SQ.MT. 0.25 X 5.28 X 1nos LINE AREA DIAGRAM 7TH PODIUM FITNESS 28 = 1.32 SQ.MT. 29 2.55 X 1.67 X 1nos = 4.25 SQ.MT. 2 30 2.60 X 1.50 X 1nos = 3.90 SQ.MT. 1. 21 A 35 C 0.0 0.7 0.83 22 0.30 31 2.80 X 0.20 X 1nos = 0.56 SQ.MT. 3 1 2 5 1 0.3 0. 32 0.15 X 1.05 X 1nos = 0.15 SQ.MT. 1.46 0.49 1.56 7TH PODIUM FITNESS 1.81 3 4 4 0.1 9 33 0.20 X 2.73 X 1nos = 0.55 SQ.MT. 0.73 2.25 0. 5 0 CENTER STATEMENT 0.58 7 34 1.35 X 2.50 X 1nos = 3.38 SQ.MT. AREA IN ADDITION - 0.3 5 SQ. MT. 3.73 2.80 X 3.40 X 1nos = 9.52 SQ.MT. 6 35 2.6 0 A TOTAL GROSS BUILT UP AREA B 2 36 1.10 X 0.20 X 1nos = 0.22 SQ.MT. .72 2% PERMISSIBLE FITNESS 0.31 1 2 0 142.35 0.2 0.30 CENTER AREA (2% OF 7117.78) 37 0.38 X 2.95 X 1nos = 1.12 SQ.MT. 0.08 6 0.35 C PROP. FITNESS CENTER AREA 280.04 2.3 0.75 38 7.95 X 5.60 X 1nos = 44.52 SQ.MT. D 0 0.29 0.18 EXCESS FITNESS CENTER AREA 137.69 39 0.20 X 1.70 X 1nos = 0.34 SQ.MT. 0.44 E 0.30 0.30 F 0.34 40 4.90 X 0.90 X 1nos = 4.41 SQ.MT. 41 3.40 X 1.70 X 1nos = 5.78 SQ.MT. 7TH PODIUM FLOOR AREA COUNTED IN FSI SCALE :- 1 : 100 TOTAL = 280.11 SQ.MT. 7TH PODIUM FLOOR AREA COUNTED IN FSI ADDITION A P R O F O R M A - II CONTENTS OF SHEET : 1 0.49 X 0.30 X 1.00 = 0.15 SQ.MT. 7TH FLOOR FITNESS AREA DIAGRAM & CALCULATIONS. DESCRIPTION OF PROPOSAL AND PROPERTY 2 1.35 X 0.22 X 0.50 = 0.15 SQ.MT. PROPOSED RESIDENTIAL ON SUB PLOT C-1 BEARING C.T.S NOS. 3 1.46 X 0.83 X 0.50 = 0.61 SQ.MT. 928 A , 928 A/1 TO 24 , 928 B, 928 C/B,929 A ,929 B , 928 C/A OF VILLAGE PAHADI GOREGAON -(W), 4 1.81 X 0.73 X 0.50 = 0.66 SQ.MT. C.T.S. NOS.1390 ,1390 A, 1390/1 TO 11,1391 A & 1391 B OF VILLAGE MALAD (S) & C.T.S.NOS. 73 A/A, 73 A/B, 73 A/C, & 73 A/D OF VILLAGE CHINCHAVALI TOTAL = 1.57 SQ.MT. AT GOREGAON ( WEST ) MUMBAI. B BALWA HUSSEIN Digitally signed by BALWA HUSSEIN ABDULKARIM 1 0.31 X 0.08 X 0.50 = 0.01 SQ.MT. ABDULKARIM Date: 2023.04.19 12:45:56 +05'30' NAME, ADDRESS & SIGNATURE OF OWNER HUSSEIN ABDUL KARIM BALWA AND OTHERS 2 (2.72+2.66) X 0.30 X 0.50 = 0.81 SQ.MT. JOB No. DRG. No. DATE DRN. BY CHK.BY REVISION TOTAL = 0.82 SQ.MT. SHRADDHA NORTH NAME, ADD. & SIGN. OF L I C E N S E D S U R V E Y O R C 1 0.75 X 0.02 X 0.50 = 0.01 SQ.MT. N MANOJKUMAR Digitally signed by MANOJKUMAR 2 0.75 X 0.31 X 0.50 = 0.12 SQ.MT. ASHWANIKUMAR ASHWANIKUMAR DUBAL 3 1.56 X 0.19 X 0.50 = 0.15 SQ.MT. DUBAL Date: 2023.04.19 11:59:43 +05'30' 4 1.56 X 0.50 X 0.50 = 0.39 SQ.MT. MANOJ DUBAL & ASSOCIATES 5 0.30 X 3.73 X 1.00 = 1.12 SQ.MT. LICENSED SURVEYORS 6 0.75 X 0.35 X 1.00 = 0.26 SQ.MT. 309, SANGAM ARCADE, VALLABHBHAI ROAD, OPP- RLY.STN.VILE-PARLE (W), MUMBAI -400056 7 2.25 X 0.58 X 1.00 = 1.31 SQ.MT. STAMP OF RECEIPT OF PLAN STAMP OF APPROVAL OF PLAN TOTAL = 3.36 SQ.MT. 0.20 1) THIS DOCUMENT IS DIGITALLY SIGNED Digitally signed by Amit Vijay Kale D X 2.30 X 1.00 = 0.46 SQ.MT. DN: c=IN, o=Personal, title=4683, AND NO PHYSICAL SIGH IS REQUIRED. Amit pseudonym=34F73056D1098CACA15F3FD 57DD2FFD086FDB224, 2.5.4.20=b9664fced2183a0d78949ad60390 af30715a81c6ac24029d6510e2abc16de68d , postalCode=400708, st=Maharashtra, E (0.44 + 0.29) X 0.30 X 0.50 = 0.11 SQ.MT. 2)THIS PLANS ARE APPROVED SUBJECT Vijay Kale serialNumber=5AFE8DBDC6260AACA0A2E CB76E081568C7064D8A0F7775A475FE987 5B6BCEA51, cn=Amit Vijay Kale Date: 2023.04.19 15:18:33 +05'30' F (0.34 + 0.18) X 0.30 X 0.50 = 0.08 SQ.MT. TO THE CONDITION'S ENTIONED IN THE IOD ISSUED UNDER NO. P-12566/2022/(928 SUB ENG. (BP) P-SOUTH BUILT UP AREA 7TH PODIUM FLOOR. And Other)/P/S Ward/PAHADI HARESH Digitally signed by HARESH CHANDIRAM TOTAL AREA (A+B+C+D+E+F) = 6.40 SQ.MT. GOREGAON-W/IOD/1/New CHANDIRA BHAGAT (1.57 + 0.82 + 3.36+ 0.46 + 0.11+0.08) Date: 2023.04.19 7TH PODIUM FLOOR BUILT UP AREA = 166.26 SQ.MT. M BHAGAT 17:16:54 +05'30' ADD STAIRCASE AREA (6.40+159.86) 3)THIS DRAWING SHALL BE READ IN ASST. ENG. (BP) P/WARD CONJUNCTION WITH INTIMATION OF SANTOSH Digitally signed by SANTOSH DISAPPROVAL ISSUED UNDER SECTION HARISHCHANDRA SANKHE 346 OF MMC ACT 1888 UNDER NO. HARISHCHANDRA Date: 2023.04.19 17:57:49 P-12566/2022/(928 And Other)/P/S SANKHE +05'30' Ward/PAHADI GOREGAON-W/IOD/1/New EXE.ENG.B.P. (P) IOD 12 / 13 FLUSHING, DOMESTICK & FLUSHING, DOMESTICK & RAMP 1st PODIUM 3.00 3.00 FIRE FIGHTING FIRE FIGHTING 3.60 LIFT MACHINE O/H WATER STORAGE TANK O/H WATER STORAGE TANK 3.90 ROOM + 2.40MT HIGH PARAPET WALL 6.00 WITH 60% OPENING 4.20 6.00 1.80 0.60 VENTILATION VENTILATION COMPOUND WALL 0.23MT THK. 9.20 VENTILATION 3.00 3.00 150MT.HIGH PARAPET WALL VENTILATION RAMP 2.40 0.30 1.50 1.50 TERRACE GROUND FLOOR TERRACE FLOOR TERRACE LOS 8.07 SUNK 8.70 + 62.30 LVL. GROUND LEVEL 0.23MT THK. 150MT.HIGH PARAPET WALL 3.20 3.50 3.50 3.50 3.05 F. F. D. D. 5.00 12TH (PART) FLOOR 0.60 1.50 PART TERRACE AT 12TH FLOOR PUMP ROOM LIFT LOBBY LOBBY BEDROOM TOILET PUMP ROOM 150MM FILING 0.57 SUNK + 59.25 LVL. 1.50 STP STP LEVEL 3.05 1.00 RAILING 11TH FLOOR + 56.20 LVL. RCC CHAJJA 0.30 2.03 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY BEDROOM TOILET SUNK SEC -R1 (THROUGH STP) SCALE 1:100 3.05 RAILING 10TH FLOOR 0.60 1.00 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY BEDROOM TOILET SUNK + 53.15 LVL. 3.05 RAILING 9TH FLOOR 0.60 1.00 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY BEDROOM TOILET SUNK + 50.10 LVL. 0.15MT THK. 120MT.HIGH 3.05 RCC PARAPET WALL 8TH (REFUGE)FLOOR REFUGE LIFT LOBBY LOBBY BEDROOM TOILET 0.57 SUNK + 47.05 LVL. 3.05 47.05 1.00 4 TH. FLOOR RAILING 7TH FLOOR 0.60 \\SERVER\D\KANDIVALI BMC ONLINE BMC PROPOSAL\HUSSEIN BALWA\BALWA NAGAR -- GOREGAON\IOD APPLICATION\IOD BMC PLAN FOR --FSI 0.75+INCEN+TDR+STAIRCASE..7.4.2023.DWG 0.30 2.03 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY BEDROOM TOILET SUNK + 44.00 LVL. 1st PODIUM 3.05 ROOM RAILING 3 RD. FLOOR 6TH FLOOR 0.60 1.00 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY BEDROOM TOILET 4.20 4.20 V SUNK COMPOUND WALL + 40.95 LVL. 3.05 0.30 GROUND 1.50 CROSS BEAM GROUND FLOOR 2 ND. FLOOR 9.20 RAILING 5TH FLOOR 0.60 1.00 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY BEDROOM TOILET 8.85 GROUND LEVEL SUNK + 37.90 LVL. 3.20 3.50 5.00 5.00 9.90 3.05 9.15 CROSS BEAM 1 ST. FLOOR F. D. RAILING PUMP ROOM 4TH FLOOR 1.00 1.50 6.10 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY BEDROOM TOILET STP (DOUBLE HEIGHT) 0.57 SUNK + 34.85 LVL. 68.30 RCC CHAJJA STP (NATURAL VENTILATION) STP LEVEL SPACE FOR OWC FITNESS CENTER 3.05 3.05 3RD FLOOR 0.60 1.00 RAILING SEC -R2 (THROUGH STP) 1) THIS DOCUMENT IS DIGITALLY SIGNED 0.30 2.03 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY BEDROOM TOILET 3 RD. FLR. LVL. 7 TH. PODIUM FLOOR SUNK SCALE 1:100 AND NO PHYSICAL SIGH IS REQUIRED. + 31.80 LVL. 62.30 3.05 2.90 2)THIS PLANS ARE APPROVED SUBJECT RAILING TO THE CONDITION'S ENTIONED IN THE 2ND FLOOR 0.60 1.00 BEDROOM PASS KITCHEN LIFT LOBBY LOBBY CROSS BEAM 2 ND. FLR. LVL. 6 TH. PODIUM FLOOR IOD ISSUED UNDER NO. P-12566/2022/(928 + 28.75 LVL. And Other)/P/S Ward/PAHADI 0.15MT THK. 120MT.HIGH GOREGAON-W/IOD/1/New 3.05 RCC PARAPET WALL 9.90 SECTION --- Q -- Q 1ST (REFUGE) FLOOR REFUGE LIFT LOBBY LOBBY CROSS BEAM 1 ST. FLR. LVL. SCALE -- 1 : 100 3)THIS DRAWING SHALL BE READ IN + 25.70 LVL. RCC CHAJJA CONJUNCTION WITH INTIMATION OF 0.23MT THK. 6.10 0.23MT THK. DISAPPROVAL ISSUED UNDER SECTION 25.70 1.50MT.HIGH PARAPET WALL 1.50MT.HIGH PARAPET WALL 346 OF MMC ACT 1888 UNDER NO. 3.80 0.23 3.05 1.50 P-12566/2022/(928 And Other)/P/S 0.60 FINS LIFT LOBBY Ward/PAHADI GOREGAON-W/IOD/1/New 1.50 SPACE FOR O W C PAVED LOS + 22.50 LVL. 2.10 7TH PODIUM FLOOR SPACE FOR LETTER BOX LOBBY 7 TH. PODIUM FLR. LVL. + 21.90 LVL. EARTH FILLING LIFT LOBBY VERTICAL FINS WITH 75 % OPENING + 21.90 LVL. FINS TIE BEAM 1.00 2.90 0.23MT THK. PODIUM-6 1.50MT.HIGH PARAPET WALL 3.05 P R O F O R M A - II 6TH PODIUM FLOOR 1.20 VERTICAL FINS WITH 75 % OPENING LIFT LOBBY LOBBY RAMP DRIVEWAY 3.05 CONTENTS OF SHEET : LIFT LOBBY + 19.00 LVL. FINS ALL SECTIONS ---- DESCRIPTION OF PROPOSAL AND PROPERTY 2.90 3.05 PODIUM-5 PROPOSED RESIDENTIAL ON SUB PLOT C-1 BEARING C.T.S NOS. 5TH PODIUM FLOOR 1.20 LIFT LOBBY LOBBY RAMP 928 A , 928 A/1 TO 24 , 928 B, 928 C/B,929 A ,929 B , 928 C/A OF VILLAGE PAHADI DRIVEWAY GOREGAON -(W), LIFT LOBBY C.T.S. NOS.1390 ,1390 A, 1390/1 TO 11,1391 A & 1391 B OF VILLAGE MALAD (S) & + 16.10 LVL. FINS C.T.S.NOS. 73 A/A, 73 A/B, 73 A/C, & 73 A/D OF VILLAGE CHINCHAVALI TIE BEAM TOILET BEDROOM 1.00 0.23MT THK. SUNK 0.23MT THK. AT GOREGAON ( WEST ) MUMBAI. 2.90 120 MT.HIGH PARAPET WALL 3.05 PODIUM-4 1.50MT.HIGH PARAPET WALL 1.50 Digitally signed by 4TH PODIUM FLOOR 1.20 LIFT LOBBY LOBBY RAMP BALWA BALWA HUSSEIN DRIVEWAY + 13.20 LVL. 3.05 HUSSEIN ABDULKARIM FINS LIFT LOBBY 3 RD. FLR. LVL. TOILET BEDROOM NAME, ADDRESS & ABDULKARIM Date: 2023.04.19 12:47:48 +05'30' 2.90 SIGNATURE OF OWNER VERTICAL FINS WITH 75 % OPENING SUNK PODIUM-3 HUSSEIN ABDUL KARIM BALWA AND OTHERS 3RD PODIUM FLOOR 21.90 1.20 3.05 JOB No. DRG. No. DATE DRN. BY CHK.BY REVISION FINS LIFT LOBBY LOBBY RAMP DRIVEWAY SHRADDHA + 10.30 LVL. 0.23MT THK. LIFT LOBBY NORTH NAME, ADD. & SIGN. OF L I C E N S E D S U R V E Y O R 1.50MT.HIGH PARAPET WALL TIE BEAM 2 ND. FLR. LVL. CROSS BEAM 2.90 1.00 F.D. PODIUM-2 N 2ND PODIUM FLOOR 1.20 LIFT LOBBY LOBBY RAMP 3.05 Digitally signed by MANOJKUMAR MANOJKUMAR VERTICAL FINS WITH 75 % OPENING DRIVEWAY ASHWANIKUMAR DUBAL 9.90 + 7.40 LVL. 3.05 ASHWANIKUMAR DUBAL Date: 2023.04.19 12:00:02 +05'30' FINS LIFT LOBBY CROSS BEAM 2.90 MANOJ DUBAL & ASSOCIATES 1 ST. FLR. LVL. PODIUM-1 LICENSED SURVEYORS 1ST PODIUM FLOOR 1.20 LIFT LOBBY LOBBY RAMP 3.05 6.10 309, SANGAM ARCADE, VALLABHBHAI ROAD, OPP- RLY.STN.VILE-PARLE (W), MUMBAI -400056 DRIVEWAY + 4.50 LVL. STAMP OF RECEIPT OF PLAN STAMP OF APPROVAL OF PLAN 3.05 LIFT LOBBY TIE BEAM 0.23MT THK. 1.00 Digitally signed by Amit Vijay Kale DN: c=IN, o=Personal, title=4683, RAMP 4.20 4.20 1.50MT.HIGH PARAPET WALL 7 TH. PODIUM FLR. LVL. Amit pseudonym=34F73056D1098CACA15F3FD 57DD2FFD086FDB224, 2.5.4.20=b9664fced2183a0d78949ad60390 R. S. 3.05 af30715a81c6ac24029d6510e2abc16de68d, COMPOUND WALL postalCode=400708, st=Maharashtra, IT OFFICE 1 LIFT LOBBY Vijay Kale serialNumber=5AFE8DBDC6260AACA0A2E CB76E081568C7064D8A0F7775A475FE987 SCOOTER PARKING 5B6BCEA51, cn=Amit Vijay Kale SPACE FOR FIRE CONTROL ROOM GROUND 0.30 0.30 Date: 2023.04.19 15:18:46 +05'30' STILT FLOOR + 0.30 LVL. REMOVABLE M. S. STEPS LOBBY ELECTRIC PANEL & BMS ROOM DRIVEWAY 1.50 3.05 LIFT LOBBY PODIUM-6 FREE BOARD GROUND. LVL SUB ENG. (BP) P-SOUTH ± 0.00 LVL. UNDER GROUND TANK HARESH Digitally signed by GROUND. LVL± 0.00 LVL. REMOVABLE M. S. STEPS FLUSHED TO GROUND LEVEL 3.35 HARESH CHANDIRAM 3.20 3.50 SECTION - R CHANDIRA BHAGAT - 3.20 LVL. FOR FLUSHING, DOMESTIC & FIRE FIGHTING SECTION-X THROUGH TIE BEAM Date: 2023.04.19 M BHAGAT 17:17:05 +05'30' SCALE 1:100 BASEMENT FLOOR FRD 500MM FILING PUMP ROOM 150MM FILING SCALE 1:100 ASST. ENG. (BP) P/WARD (U/G WATER TANK) SECTION -1 SANTOSH HARISHCHANDRA Digitally signed by SANTOSH HARISHCHANDRA SANKHE Date: 2023.04.19 17:57:59 SCALE 1:150 SANKHE +05'30' EXE.ENG.B.P. (P) IOD 13 / 13 1.80 0.60 1.80 0.60 + 2.40MT HIGH PARAPET WALL + 2.40MT HIGH PARAPET WALL WITH 60% OPENING WITH 60% OPENING LIFT 3.60 MACHINE 1.80 0.60 ROOM 0.23MT THK. 0.23MT THK. 6.00 + 2.40MT HIGH PARAPET WALL 1.50 WITH 60% OPENING 150MT.HIGH PARAPET WALL 150MT.HIGH PARAPET WALL + 62.30 LVL. TERRACE 3.90 TERRACE FLOOR 2.40 0.23MT THK. 1.50 150MT.HIGH PARAPET WALL TERRACE FLOOR TERRACE 3.05 + 62.30 LVL. RCC CHAJJA + 59.25 LVL. FINS 3.05 0.60 200mm SUNK RAILING 12TH FLOOR S.S 12TH FLOOR + 59.25 LVL. 0.60 1.00 LIVING LOBBY LIFT LOBBY 0.75 3.05 1.50 0.60 DUCT + 56.20 LVL. TOILET 3.05 200mm SUNK RAILING 11TH FLOOR S.S 11TH FLOOR + 56.20 LVL. 0.60 1.00 LIVING LOBBY LIFT LOBBY 0.75 3.05 1.50 0.60 0.60 DUCT RCC CHAJJA + 53.15 LVL. TOILET 3.05 200mm SUNK 10TH FLOOR 1.00 S.S RAILING 10TH FLOOR + 53.15 LVL. 0.60 0.75 3.05 0.30 2.00 LIVING LOBBY LIFT LOBBY 0.60 DUCT + 50.10 LVL. TOILET FINS 3.05 200mm SUNK 9TH FLOOR S.S RAILING 9TH FLOOR + 50.10 LVL. 0.60 1.00 LIVING LOBBY LIFT LOBBY 0.75 3.05 1.50 0.60 DUCT RCC CHAJJA + 47.05 LVL. TOILET 3.05 200mm SUNK RAILING 8TH (REFUGE) FLOOR S.S 8TH (REFUGE) FLOOR + 47.05 LVL. 0.60 1.00 LIVING LOBBY LIFT LOBBY 0.75 3.05 \\SERVER\D\KANDIVALI BMC ONLINE BMC PROPOSAL\HUSSEIN BALWA\BALWA NAGAR -- GOREGAON\IOD APPLICATION\IOD BMC PLAN FOR --FSI 0.75+INCEN+TDR+STAIRCASE..7.4.2023.DWG 1.50 0.60 0.60 DUCT + 44.00 LVL. TOILET 3.05 200mm SUNK 1.00 RAILING 7TH FLOOR S.S 7TH FLOOR + 44.00 LVL. 0.60 0.75 3.05 0.30 2.00 LIVING LOBBY LIFT LOBBY 0.60 DUCT RCC CHAJJA + 40.95 LVL. TOILET FINS 3.05 200mm SUNK RAILING 6TH FLOOR S.S 6TH FLOOR + 40.95 LVL. 0.60 1.00 LIVING LOBBY LIFT LOBBY 0.75 3.05 1.50 + 37.90 LVL. DUCT TOILET 3.05 200mm SUNK 5TH FLOOR S.S RAILING 5TH FLOOR + 37.90 LVL. 0.60 1.00 LIVING LOBBY LIFT LOBBY 0.75 3.05 1.50 0.60 0.60 DUCT RCC CHAJJA + 34.85 LVL. TOILET 3.05 200mm SUNK 4TH FLOOR 1.00 S.S RAILING 4TH FLOOR + 34.85 LVL. 0.60 0.75 3.05 0.30 2.00 LIVING LOBBY LIFT LOBBY 1.50 0.60 DUCT + 31.80 LVL. TOILET FINS 1) THIS DOCUMENT IS DIGITALLY SIGNED 3.05 200mm SUNK RAILING 3RD FLOOR S.S AND NO PHYSICAL SIGH IS REQUIRED. 3RD FLOOR + 31.80 LVL. 0.60 1.00 LIVING LOBBY LIFT LOBBY 0.75 3.05 1.50 2)THIS PLANS ARE APPROVED SUBJECT 62.30 0.60 DUCT RCC CHAJJA + 28.75 LVL. TOILET TO THE CONDITION'S ENTIONED IN THE IOD ISSUED UNDER NO. P-12566/2022/(928 3.05 200mm SUNK 2ND FLOOR S.S RAILING And Other)/P/S Ward/PAHADI 2ND FLOOR + 28.75 LVL. 0.60 1.00 LIVING LOBBY 0.75 3.05 GOREGAON-W/IOD/1/New 1.50 0.60 0.60 DUCT + 25.70 LVL. TOILET FINS 3.05 200mm SUNK 3)THIS DRAWING SHALL BE READ IN 1.00 RAILING 1ST (REFUGE) FLOOR S.S CONJUNCTION WITH INTIMATION OF 1ST (REFUGE) FLOOR + 25.70 LVL. 0.60 0.75 3.05 0.30 2.00 0.23MT THK. LIVING LOBBY LIFT LOBBY 1.50MT.HIGH PARAPET WALL 1.50 DISAPPROVAL ISSUED UNDER SECTION 346 OF MMC ACT 1888 UNDER NO. 0.60 DUCT RCC CHAJJA TOILET P-12566/2022/(928 And Other)/P/S 0.23MT THK. 1.50 VERTICAL FINS WITH 75 % OPENING 150MT.HIGH PARAPET WALL + 21.90 LVL. 200mm SUNK Ward/PAHADI GOREGAON-W/IOD/1/New 3.80 S.S 7TH PODIUM FLOOR FINS 0.23MT THK. 3.45 150MT.HIGH PARAPET WALL FINS FINS 7TH PODIUM FLOOR + 21.90 LVL. P R O F O R M A - II FITNESS CENTER LOBBY LIFT LOBBY CONTENTS OF SHEET : 1.20 PODIUM-6 FINS + 19.00 LVL. PARKING SECTION --- 2 & SECTION --- 3 DESCRIPTION OF PROPOSAL AND PROPERTY 2.90 6TH PODIUM FLOOR PROPOSED RESIDENTIAL ON SUB PLOT C-1 BEARING C.T.S NOS. 6TH PODIUM FLOOR + 19.00 LVL. 1.20 1.20 2.90 VERTICAL FINS WITH 75 % OPENING 928 A , 928 A/1 TO 24 , 928 B, 928 C/B,929 A ,929 B , 928 C/A OF VILLAGE PAHADI VERTICAL FINS WITH 75 % OPENING PODIUM-6 LOBBY LIFT LOBBY PODIUM-6 GOREGAON -(W), + 16.10 LVL. 1.20 PODIUM-5 C.T.S. NOS.1390 ,1390 A, 1390/1 TO 11,1391 A & 1391 B OF VILLAGE MALAD (S) & PARKING C.T.S.NOS. 73 A/A, 73 A/B, 73 A/C, & 73 A/D OF VILLAGE CHINCHAVALI 2.90 5TH PODIUM FLOOR FINS AT GOREGAON ( WEST ) MUMBAI. 5TH PODIUM FLOOR + 16.10 LVL. 1.20 PODIUM-5 LOBBY LIFT LOBBY PODIUM-5 1.20 2.90 BALWA Digitally signed by BALWA HUSSEIN HUSSEIN FINS 1.20 PODIUM-4 ABDULKARIM FINS + 13.20 LVL. PARKING Date: 2023.04.19 12:49:51 NAME, ADDRESS & ABDULKARIM +05'30' 2.90 4TH PODIUM FLOOR SIGNATURE OF OWNER 0.23MT THK. HUSSEIN ABDUL KARIM BALWA AND OTHERS 4TH PODIUM FLOOR + 13.20 LVL. 1.20 1.20 1.20 MT.HIGH PARAPET WALL 2.90 JOB No. DRG. No. DATE DRN. BY CHK.BY REVISION FINS PODIUM-4 LOBBY LIFT LOBBY PODIUM-4 SHRADDHA FINS + 10.30 LVL. 1.20 PODIUM-3 0.23MT THK. PARKING NORTH NAME, ADD. & SIGN. OF L I C E N S E D S U R V E Y O R VERTICAL FINS WITH 75 % 0.23MT THK. 1.20 MT.HIGH PARAPET WALL 2.90 1.20 MT.HIGH PARAPET WALL 3RD PODIUM FLOOR N 3RD PODIUM FLOOR + 10.30 LVL. 1.20 1.20 2.90 MANOJKUMAR OPENING Digitally signed by PODIUM-3 LOBBY LIFT LOBBY PODIUM-3 MANOJKUMAR ASHWANIKUMAR ASHWANIKUMAR VERTICAL FINS WITH 75 % OPENING 1.20 DUBAL VERTICAL FINS WITH 75 % OPENING + 7.40 LVL. PODIUM-2 PARKING DUBAL Date: 2023.04.19 12:00:18 +05'30' 2.90 FINS 2ND PODIUM FLOOR MANOJ DUBAL & ASSOCIATES LICENSED SURVEYORS 2ND PODIUM FLOOR + 7.40 LVL. 1.20 1.20 2.90 309, SANGAM ARCADE, VALLABHBHAI ROAD, PODIUM-2 LOBBY LIFT LOBBY PODIUM-2 OPP- RLY.STN.VILE-PARLE (W), MUMBAI -400056 1.20 STAMP OF RECEIPT OF PLAN STAMP OF APPROVAL OF PLAN + 4.50 LVL. FINS PODIUM-1 1.92 0.23MT THK. PARKING 1.50MT.HIGH PARAPET WALL FINS 2.90 1ST PODIUM FLOOR Digitally signed by Amit Vijay Kale DN: c=IN, o=Personal, title=4683, 1ST PODIUM FLOOR + 4.50 LVL. 1.20 LOBBY LIFT LOBBY Amit pseudonym=34F73056D1098CACA15F3FD 57DD2FFD086FDB224, 2.5.4.20=b9664fced2183a0d78949ad60390 PODIUM-1 PODIUM-1 af30715a81c6ac24029d6510e2abc16de68d, postalCode=400708, st=Maharashtra, 4.20 Vijay Kale serialNumber=5AFE8DBDC6260AACA0A2E CB76E081568C7064D8A0F7775A475FE9875 R. S. B6BCEA51, cn=Amit Vijay Kale 7.20 Date: 2023.04.19 15:18:57 +05'30' + 0.30 LVL. 0.30 SHOP NO - 2 SUB ENG. (BP) P-SOUTH 4.20 COMPOUND WALL R. S. STACK STILT FLOOR HARESH Digitally signed by HARESH CHANDIRAM SHOP 3 PARKING REMOVABLE M. S. STEPS CHANDIRA BHAGAT STILT FLOOR + 0.30 LVL. 0.30 GROUND LOBBY LIFT LOBBY 1.50 ± 0.00 LVL. Date: 2023.04.19 GROUND M BHAGAT 17:17:14 +05'30' REMOVABLE M. S. STEPS 1.80 LIFT -- PIT GROUND. LVL SECTION - 3 ASST. ENG. (BP) P/WARD GROUND. LVL ± 0.00 LVL. SCALE 1:150 SANTOSH FRD SECTION -2 HARISHCHANDRA Digitally signed by SANTOSH HARISHCHANDRA SANKHE Date: 2023.04.19 17:58:14 SCALE 1:150 SANKHE +05'30' EXE.ENG.B.P. (P)