BUILT UP AREA OF GROUND FLOOR PROFORMA - A A B 38.74 0.53 X 19.73 X 1 NO X 0.55 X 1 NO = = 764.34 SQ.MT. 0.29 SQ.MT. 1 i) AREA OF PLOT (AS PER P.R.C.) ii) AREA OF PLOT (AS PER CONVEYANCE DEED) 1519.00 1516.50 01/05 C (1.98+2.02) /2 X 0.15 X 1 NO = 0.30 SQ.MT. 0.90 X 0.10 AREA OF PLOT CONSIDERED 1516.50 ST3 X 2 NOS = 0.18 SQ.MT. a) AREA OF RESERVATION IN PLOT -- TOTAL ADDITION = 765.11 SQ.MT. X BUILT UP AREA STATEMENT DEDUCTIONS b) AREA OF ROAD SET BACK 120.54 1 0.95 X 1.45 X 1 NO = 1.38 SQ.MT. GROSS STAIRCASE, LIFT, AMENITY SOCIETY PUMP SUB DOUBLE HT TOTAL c) AREA OF D.P. ROAD -- FLOOR ED & FD FUNGIBLE NET BUA 2 5.52 X 6.65 X 1 NO = 36.71 SQ.MT. BUA LOBBY AREA AREA OFFICE ROOM STATION SHOP ADD BUA 2 DEDUCTIONS FOR 3 0.50 X 13.48 X 3.17 X 1 NO = 21.37 SQ.MT. 1ST BASEMENT - -- -- -- -- -- -- -- -- -- -- (A) FOR RESERVATION / ROAD AREA -- 4 (1.91+2.17)/2 X 1.05 X 1 NO = 2.14 SQ.MT. a) ROAD SET-BACK AREA TO BE HANDED OVER(100%) 120.54 38.74 5 1.05 X 4.85 X 1 NO = 5.09 SQ.MT. 2ND BASEMENT - -- -- -- -- -- -- -- -- -- -- 5a 1.00 X 1.50 X 1 NO 1.50 SQ.MT. GROUND 696.92 -- 1.22 -- 20.00 23.24 42.90 44.89 654.45 169.67 484.78 b) PROPOSED D.P. ROAD TO BE HANDED OVER (100%) -- B TOTAL DEDUCTION = 68.19 SQ.MT. Y1 c) i) RESERVATION AREA TO BE HANDED OVER (100%) 607.99 -- 0.55 1ST 609.21 1.22 -- -- -- -- -- 157.63 450.36 - 0.95 GROSS BUILT UP AREA [X - Y1] = 696.92 SQ.MT. X1 4.55 2ND 698.98 1.22 -- -- -- -- -- 697.76 180.90 516.86 ii)RESERVATION AREA TO BE HANDED OVER AS PER 1.45 - 1 0.53 GROUND FLOOR STAIRCASE, LIFT AREA CALCULATION AR 3RD PARKING FLR -- -- -- -- -- -- -- -- -- -- -- ST1 6.35 X 3.65 X 1 NO = 23.18 SQ.MT. (B) FOR AMENITY AREA ST1 3.65 4TH PARKING FLR -- -- -- -- -- -- -- -- -- -- -- L1 4.54 X 2.71 X 1 NO = 12.30 SQ.MT. a) AREA OF AMENITY PLOT TO BE HANDED OVER AS PER 5TH 815.55 - 1.22 -- -- -- -- -- 814.33 211.12 603.21 -- L2 2.31 X 2.71 X 1 NO = 6.26 SQ.MT. DCR 14(A) COUNT IN FSI ST2 3.50 X 6.50 X 1 NO = 22.75 SQ.MT. 6TH 815.55 - 1.22 -- -- -- -- -- 814.33 211.12 603.21 b) AREA OF AMENITY PLOT TO BE HANDED OVER AS PER 6.35 CL 6.65 2 6.65 -- ST3 0.90 X 0.10 X 2 NOS 0.18 SQ.MT. 814.33 DCR 14(B) 7TH 815.55 - 1.22 -- -- -- -- -- 211.12 603.21 CL 7.28 X 6.65 X 1 NO = 48.41 SQ.MT. TOTAL 4451.76 - 7.32 -- 20.00 23.24 42.90 44.89 4403.19 1141.56 3261.63 c) AREA OF AMENITY PLOT TO BE HANDED OVER AS PER STL1 1.66 X 2.25 X 1 NO = 3.74 SQ.MT. -- STL1 2.25 DCR 35 (ABEYANCE) L1 2.71 STL2 2.03 X 2.25 X 1 NO = 4.57 SQ.MT. 1.66 7.28 5.52 LL1 4.81 X 3.60 X 1 NO = 17.32 SQ.MT. (C) DEDUCTION FOR EXISTING BUILT-UP AREA TO BE RETAINED IF ANY 4.54 0.15 C 1.98 LL2 3.00 X 0.56 X 1 NO = 1.68 SQ.MT. TOTAL STAIRCASE LOBBY AREA = 140.39 SQ.MT. Y2 a) LAND COMPONENT OF EXISTING BUA / EXISTING BUA 2.02 AS PER REGULATION UNDER WHICH THE -- 2.90 5.79 3.17 AMENITY AREA CALCULATION ( COUNT IN FSI) DEVELOPMENT WAS ALLOWED AM1 2.90 X 6.42 X 1 NO = 18.62 SQ.MT. 3 TOTAL DEDUCTION [{2(A)+2(B)}+2(C)] 120.54 LL1 3.60 AM2 5.79 X 6.73 X 1 NO = 38.97 SQ.MT. 3 4 BALANCE AREA OF PLOT (1 MINUS 3) 1395.96 AM3 0.50 X 6.94 X 1.63 X 1 NO = 5.66 SQ.MT. AM4 5.57 X 1.20 X 1 NO = 6.68 SQ.MT. 5 PLOT AREA UNDER DEVELOPMENT (4) 1395.96 6 ZONAL (BASIC) FSI 19.73 19.73 DH 4.81 6.42 TOTAL AMENITY AREA = 69.93 SQ.MT. Y3 1.00 0.56 6.73 AM1 LL2 AM2 6.94 7 BUILT UP AREA AS PER ZONAL (BASIC) FSI (5X6) A SOCIETY OFFICE AREA CALCULATION 1395.96 3.00 8 BUILT UP EQUAL TO AREA OF LAND HANDED OVER AS SO1 4.95 X 4.04 X 1 NO = 20.00 SQ.MT. -- TOTAL SOCIETY OFFICE AREA = 20.00 SQ.MT. Y4 PER REGULATION 30(A) L2 2.71 FD AM3 (i) AS PER 2(A) AND 2(B) EXCEPT 2(A)(c) (ii)ABOVE WITH IN STL2 2.25 DUCT AREA CALCULATION CAP OF "ADMISSIBLE TDR" AS COLUMN 6 OF TABLE-12 241.08 OFFICE / SHOPS STATEMENT 13.48 FD 0.45 X 2.71 X 1 NO = 1.22 SQ.MT. ON REMAINING / BALANCE PLOT (2 X 2 A(a)) 120.54X2 2.31 2.03 2.90 1.63 TOTAL DUCT AREA = 1.22 SQ.MT. Y5 PROFORMA - B 0.45 5.57 1.91 OFFICE NO. PER 8.37 6.50 9.91 (ii) IN CASE OF 2(A) (c) (ii) PERMISSIBLE OVER AND ABOVE 1.51 1.05 6 -- 1.20 3.15 PR 4 FLOOR 3. AM4 5a 1.50 FLOOR 2 7 4 92 PERMISSIBLE BUA ON REMAING / BALANCE PLOT 2.17 CONTENTS OF SHEET 5.32 5.32 84 11 4.8 9 BUILT UP AREA IN LIEU OF COST OF CONSTRUCTION 1.00 3.05 5.42 PUMP ROOM AREA CALCULATION GROUND 3 9 .76 3 5 7. 1.11 PR1 4.9 1 89 OF BUILT UP AMENITY TO BE HANDED OVER (within the -- GROUND FLOOR PLAN, ITS AREA LINE DIAGRAM AND CALCULATION PR 2.90 X 1.51 X 1 NO = 4.38 SQ.MT. 1ST 3 SHOP + 4 OFFICES 7 4. limit of permissible BUA on remaining plot) PR1 3.05 X 1.11 X 1 NO = 3.39 SQ.MT. BUILT UP AREA STATEMENT AND TENEMENT STATEMENT 10 BUILT UP AREA DUE TO "ADDITIONAL FSI ON PAYMENT BLOCK PLAN , LOCATION PLAN 6.50 ST2 4.95 3.83 PR2 3.83 X 4.04 X 1 NO = 15.47 SQ.MT. 2ND 09 OF PREMIUM" AS PER TABLE NO 12 OF REGULATION 697.98 5.30 TOTAL PUMP ROOM AREA = 23.24 SQ.MT. Y6 5TH 12 PAVED R.G. AREA LINE DIAGRAM 5.15 SB1 5.46 NO 30(A) ON REMAINING/BALANCE PLOT 4.85 5 SB SCALE 1:200 SO1 4.04 PR2 SUBSTATION AREA CALCULATION 6TH 12 11 BUILT UP AREA DUE TO ADMISSIBLE "TDR" AS PER STAMP OF APPROVAL OF PLANS PAVED R.G. AREA CALCULATION SB 5.42 X 5.15 X 1 NO = 27.91 SQ.MT. 7TH 12 REQUIRED R.G. AREA = 1395.96 X 15 % = 209.39 SQ.MTS TABLE NO 12 OF REGULATION NO 30(A) AND 32 ON - 3.50 1.05 1 0.50 X 11.76 X 4.99 X 1 NO = 29.34 SQ.MT. SB2 SB1 2.17 X 5.30 X 1 NO = 11.50 SQ.MT. TOTAL 55 PROPOSED R.G. AREA = 210.24 + 63.43 = 273.67 SQ.MTS REMAINING / BALANCE PLOT 2 0.50 X 11.76 X 4.87 X 1 NO = 28.64 SQ.MT. ST3 0.10 ST3 SB2 0.50 X 5.46 X 1.28 X 1 NO = 3.49 SQ.MT. 12 ADDITIONAL F.S.I. AS PER DCPR- 33(19) 0.10 1.28 3 8.37 X 5.32 X 1 NO = 44.53 SQ.MT. 927.00 0.90 0.90 TOTAL SUBSTATION AREA = 42.90 SQ.MT. Y7 4 6.50 X 3.15 X 1 NO = 20.47 SQ.MT. [1395.96 X 5 -3489.90 = 3489.90 (CLAIMING = 927.00) APPROVED SUBJECT TO THE CONDITIONS MENTIONED 5 9.91 X 5.32 X 1 NO = 52.72 SQ.MT. 22.53 13 PERMISSIBLE BUA (as the case may be with/ without BUA 2.89 2.74 8 3262.02 IN THIS OFFICE LETTER NO.CHE/ES/5513/L/337/NEW DOUBLE HEIGHT SHOP AREA CALCULATION 6 0.50 X 7.84 X 3.92 X 1 NO = 15.37 SQ.MT. 9 as per 2(c)) [7+10+11+12] (1.50 TIMES COUNTED IN FSI) 7 0.50 X 7.84 X 4.89 X 1 NO = 19.17 SQ.MT. 14 PROPOSED BUA (as the case may be with/ without BUA as DH 4.55 X 19.73 X 0.50 X 1 NO = 44.89 SQ.MT. TOTAL ADDITION = 210.24 SQ.MT. X 3261.63 per 2(c)) AREA LINE DIAGRAM OF GROUND FLOOR TOTAL AREA = 44.89 SQ.MT. Y8 R.G. REQUIRED ON GR FLR = 125.63+62.82 = 188.45 SQ.MT. R.G.1 R.G. ON MOTHER EARTH AREA LINE SCALE 1:100 15 BUILT UP AREA OF AMENITY TO BE H/O TO MCGM REQUIRED AMENITY AREA = 5% OF NET PLOT AREA = 5% OF 1395.96 SQ.MTS. = 69.80 SQ.MTS NET BUILT UP AREA OF GROUND FLOOR = 654.45 SQ.MT. DIAGRAM FREE OF COST IN LIEU OF DEVELOPMENT [X1 - (Y4+Y5+Y6+Y7)+Y8] PERMISSION GRANTED AS PER CHANGE OF USER - PROPOSED AMENITY AREA = 69.90 SQ.MTS. REQUIRED 60% R.G AREA AT GROUND LEVEL = 209.39 X 60% = 125.63 SQ.MT SCALE 1:200 R.G. ON MOTHER EARTH AREA CALCULATION FROM INDUSTRIAL TO COMMERCIAL EXECUTIVE ENGINEER BLDG. PROP - I 50% R.G. IS ON MOTHER EARTH = (209.39 X 60%) / 2 = 125.63/2 = 62.82 SQ.MT R.G.2 50% R.G. IS PAVED = (209.39 X 60%) / 2 = 125.63/2 = 62.82 SQ.MT 1 0.50 X 22.53 X 2.89 X 1 NO = 32.56 SQ.MT. U/N- Ch. E/B.P./12977 DT. 16TH FEB 2019 2 0.50 X 22.53 X 2.74 X 1 NO = 30.87 SQ.MT. 16 TDR GENERATED IF ANY AS PER REGULATION 30(A) TOTAL ADDITION = 63.43 SQ.MT. X AND 32 -- 17 FUNGIBLE COMPENSATORY AREA AS PER -- REGULATION NO 31(3) ADJ. CTS NO a) i) PERMISSIBLE FUNGIBLE COMPENSATORY AREA FOR S.E. (B.P.) L/W A.E. (B.P.) L & N 4/ A 2. 68 TOTAL PLOT AREA STATEMENT REHAB COMPONENT WITHOUT CHARGING PREMIUM -- A ii) FUNGIBLE COMPENSATORY AREA AVAILED FOR North REHAB COMPONENT WITHOUT CHARGING PREMIUM -- NET PLOT AREA = 1398.46 SQ.MT. b) NO PLOT BOUNDARY TS 0 TOTAL SET-BACK AREA = 120.54 SQ.MT. i) PERMISSIBLE FUNGIBLE COMPENSATORY AREA BY 22.87 .8 C 34 -1 1141.70 J. 41.12 CHARGING PREMIUM D 4 / B C K TOTAL PLOT AREA = 1519.00 SQ.MT. A A -B ii) FUNGIBLE COMPENSATORY AREA AVAILED ON T 1141.56 PAVED WITH PERFORATED PAVING E NET PLOT AREA CALCULATION PAYMENT OF PREMIUM S 1 AS PER REG. 27 (I) NOTE (2) 18 TOTAL BUILT UP AREA PROPOSED INCLUDING 1 = 0.50 X 51.75 X 22.87 X 1 NO. = 591.76 SQ.MT. 4403.19 2. B FUNGIBLE COMPENSATORY AREA (13+17(a)(ii)+17(b)(ii)) REQUIRED R.G.1- 188.45 SQ.MT. 43 51.75 2 = 0.50 X 51.75 X 31.08 X 1 NO. = 804.20 SQ.MT. PROPOSED R.G.1- 210.24 SQ.MT. 6 19 FSI CONSUMED ON NET PLOT (14/4) 2.34 NET PLOT AREA = 1395.96 SQ.MT. II) OTHER REQUIREMENTS 6.00 6.28 2 SET - BACK AREA CALCULATION (A) RESERVATION / DESIGNATION -- ▲ B ▲ a) NAME OF RESERVATION A -- 31.08 SET - BACK - 1 40.93 b) AREA OF RESERVATION AFFECTING THE PLOT -- A = 0.50 X 34.80 X 2.68 X 1 NO. = 46.63 SQ.MT. c) AREA OF RESERVATION LAND TO BE HANDED/HANDED - 2 B = 0.50 X 34.80 X 2.436 X 1 NO. = 42.39 SQ.MT. -- 0.83 0.83 ±0.00 OVER AS PER REGULATION NO.17 0.63 0.83 0.83 0.83 0.63 CK 4.51 FRD UP 4.55 TOTAL SET-BACK - 1 = 89.02 SQ.MT. 3.02 2.50 BA d) BUILT UP AREA OF AMENITY TO BE HANDED OVER AS 27.45 MT WIDE SAKIVIHAR ROAD 3.00 -- BUILDING LINE ABOVE 1.52 3.00 1.50 T - PER REGULATION NO.17 TOILET SE SET - BACK - 2 STAMP OF DATE OF RECEIPT OF PLANS 1 CLE- DN 1.50X1.45 6.20 C e) AREA/BUILT UP AREA DESIGNATION -- VEHI 3.35 1.54 C = 0.50 X 40.93 X 1.54 X 1 NO. = 31.52 SQ.MT. 0.35 (B) PLOT AREA /BUILT UP AMENITY TO BE HANDED OVER T E HICL 1.50 TOTAL SET-BACK - 2 = 31.52 SQ.MT. R STAIRCASE 13. AS PER REGULATION NO. SPO PLOT AREA CALCULATION T VE G) 1.50 PRESSURIATION SHOP 1 1.50 TRAN 1.50 UP i) 14(A) -- R RS 14.70M X 6.24M CUTOUT CAR LIFT CAR LIFT O SCALE 1:500 TOTAL SET-BACK - (1 + 2 ) = 120.54 SQ.MT. P ANS ADIN UP FRD 3.30MX6.65M 3.30MX6.65M ii) 14(B) -- +0.30 FIRE B LE TR NG/UNLO 40 iii) 15 -- V A (MO R LOADI LIFT LIFT (C) REQUIREMENT OF RECREATIONAL OPEN SPACE IN MT -- 2MX2.4M 2MX2.4M LAYOUT/PLOT AS PER REGULATION NO.27 FO 4.50 (D) TENEMENT STATEMENT i) PROPOSED BUILT UP AREA (13 ABOVE) -- ED BASEMENT LINE BELOW C 2.00 C' ADJ. CTS NO ii) LESS DEDUCTION OF NON-RESIDENTIAL AREA -- 4/ A (SHOP ETC) WID ▲ +0.30 ENTRANCE LOBBY ▲ TS J. C 4/ B NO NORTH Plot boundary iii) AREA AVAILABLE FOR TENEMENTS [(I) MINUS (ii)] -- 1.50 LIFT LOBBY AD EXIT IT 4.99 X 4.16 6.63M X 11.44M East EX iv) TENEMENTS PERMISSIBLE (DENSITY OF 6.00 FRD 1.50 31.05 UP 5% AMENITY ENTRY 3.02 6.28 Y ENT R EAST TENEMENTS / HECTARE) -- SHOP 2 West M.S Step RS 14.70M X 6.40M 9.96M X 6.12M W.G. 4.51 4.55 W.G . 2.50 (v) TOTAL NUMBER OF TENEMENTS PROPOSED ON THE SET - BACK 27.45 MT WIDE SAKIVIHAR ROAD 0.45 B.U.A 69.93 SQ.M -- A 1.50 1.50 1.50 0 PLOT 13.4 19.73 +0.30 RO PROPOSED BLDG. 4.50 SET 2BASEMENT + GR. FLR. + 1ST AND 2ND FLOOR + 3RD & 4TH PARKING + MT (E) PARKING STATEMENT F.D E D.P 5TH TO 7TH FLOOR .P. i) PARKING REQUIRED BY REGULATIONS FOR- SET - BACK WID LIFT 2.71 71 NOS CTS NO. 4/2 SET - BA CARSCOOTER/MOTOR CYCLE OUTSIDERS (VISITORS) CK 2MX2.4M FIRE PANEL CK . RO E.D ii) COVERED GARAGE PERMISSIBLE -- - BA AD W.G. W.G. EXIT 4.50 EXIT iii) COVERED GARAGE PROPOSED CAR SCOOTER/ TOILET FRD 5.22 2.50 -- MOTOR CYCLE OUTSIDER (VISITORS) 1.37X 1.75 0.91 VOID 1.45 DN FRD 1.60 UP D WEST ENTRY 3.83 4.72 Plot boundary 4.50 Y ENT R 3.51 iv) TOTAL PARKING PROVIDED 155 NOS SOUTH 1.50 (F) TRANSPORT VEHICLES PARKING FRD ADJ. S-STN. CTS NO. 4/3B BUILDING LINE ABOVE 1.50 (i) SPACE FOR TRANSPORT VEHICLES PARKING SHOP 3 FRD 1 NO UP 16.35M X 6.50M REQUIRED BY REGULATION DESCRIPTION OF PROPOSAL & PROPERTY 3.00 RS 5.93 PUMP RM. / BLOCK PLAN. (ii) SPACE FOR TRANSPORT VEHICLES PARKING SPACE PANEL RM. SUBSTAION 1 NO 1.50 +0.30 SOCIETY OFFICE SCALE 1:500 PROVIDED 4.65M X 3.89M 3.68M X 6.51M 8.00M X 5.00M PROPOSED BUILDING ON PROPERTY BEARING G NOTES C.T.S. NO - 4/2 OF PROPERTY , AT VILLAGE - MOHILI, TOILET TOILET 4.50 1.20X 1.50 1.30X TAL - KURLA ON SAKIVIHAR ROAD . KURLA ( W ) . 1.85 3.35 1.70 BOUNDARY OF THE PLOT BOUNDED THICK BLACK 5.22 1.68 1.68 FRD 2.00 PROPOSED WORK SHOWN RED FILLED IN 3.00 2.50 RECREATION AREA SHOWN GREEN WASH 1.34 NAME OF OWNER 3.83 AREA UNDER SETBACK SHOWN DOTTED BROWN 6 5 4 DRAINAGE SHOWN RED 1 2 3 38.74 AREA UNDER PROPOSED ROAD SHOW BROWN WASH 4.56 LOS MIYAWAKI PATTERN ▲ A' 4.50 SITE U/R STRUCTURES TO BE DEMOLISHED SHOW DOTTED YELLOW 5.69 4.72 B' PLANTATION LOS AREA ON MOTHER EARTH ▲ 3.16 DIMENSIONS OF BALCONIES ARE OUTSIDE DIMENSIONS 2.63 3.15 PLOT BOUNDARY REQUIRED R.G.2- 62.82 SQ.MT. 1.92 PROPOSED R.G.2- 63.43 SQ.MT. 1.71 CERTIFICATE OF AREA 67 4 A DO2.1 R 700 CERTIFIED THAT I HAVE SURVEYED THE PLOT UNDER REFERENCE ON 10.08.2018 AND THAT THE DIMENSION OF SIDES ETC. OF THE PLOT STATED ON THE PLAN ARE MAROL 70 1 M/S. SKYBLU DEVELOPERS GROUND FLOOR PLAN 4B AS MEASURED ON SITE AND THE AREA SO WORKED OUT 1519.00 SQ.MT. AND TALLIES 1 5/2 WITH THE AREA STATED IN THE DOCUMENT OF OWNERSHIP / T.P. SCHEME RECORD SIGN.NAME & ADDRESS OF ARCHITECT DPU2.1 ADJ. 45 4A .7 0M S-STN. 2 ML23 4/2 CTS NO. 513 South 45 .7 0M DPU5.2 5/4 4/ 1 A S S O C I A T E S 4/3B A c 5M 3 4/ 56 .4 4 27 16 72 45 .7 B ARCHITECTURE I URBAN DESIGN I PROJECT MANAGEMENT I INTERIORS DPU2.1 0M 3 4/3 R.C.C. COPING Web :- www.daisaria.com E-mail :- admin@daisaria.com 72 801, SKYLINE EPITOME, KIROL ROAD, 1.50 2 5/5 72 4/5 0.23 THK. BRICK WORK NEAR JOLLY GYMKHANA, VIDYAVIHAR (WEST), 72 5/1 5 45 MUMBAI - 400086 .7 0M SAKINAKA G.LVL. G.LVL. TEL :- 022 - 61110504 5M .3 21 M.V. DAISARIA 6 72 NORTH LINE REMARKS JOB NO: 849 SCALE: AS SHOWN SECTION THROUGH LOCATION PLAN. DRG. NO: 01 DRAWN BY: Sonali SCALE 1:4000 COMPOUND WALL I.O.D. SIGNATURE OF ARCHITECT GROUND FLOOR PLAN scale = 1: 100 MANOJ V.DAISARIA DATE: 01.02.2020 CHK. BY: SANGAM SCALE 1:100 ( CA / 82 / 7254 ) \\server\DAISARIA\02_Projects\849 - BATRA PROPERTIES ( SAKINAKA )\02_BMC\Option 3\03 Concession METER RM. AREA CALCULATION 02/05 1 3.95 X 6.80 X 1 NO = 26.86 SQ.MT. TOTAL METER RM. AREA = 26.86 SQ.MT. Y1 ▲ B ▲ 3.95 A 34.74 ▲ B STACK PARKING STACK PARKING STACK PARKING STACK PARKING 1.60 3.00 1.60 ▲ A STACK PARKING STACK PARKING 1.50 6.80 6.20 17 3.35 29 30 34.72 18 0.34 0.34 0.34 0.34 0.35 CURTAIN WALL 23 24 28 31 0.83 0.34 DUCT 0.34 DUCT 0.34 S.S. 0.34 DUCT 4.55 16 19 1.50 UP 3.02 2.50 22 25 CAR LIFT CAR LIFT 6.58 1.60 3.00 1.60 15 20 FRD 27 32 6.20 3.30 X 6.50M 3.30 X 6.50M 1.50 DN 21 26 S S S S U.G.TANK LIFT SPACE FOR 3.35 E PIT + STACK PARKING AREA LINE DIAGRAM BOV PIT + STACK PARKING B B 2MX2.4M METER S 1.68 OF METER RM. 15 16 6.18 21 17 UP 24 EA 20 SCALE 1:100 CAR LIFT CAR LIFT 6.50 G LIN PIT + STACK PARKING 2.21 STACK PARKING FRD 18 19 22 23 3.30 X 6.50M 3.30 X 6.50M 0.60 C 1.50 SMOKE CHECK LOBBY C' LIFT S S DIN 6.20 14 13 S LIFT STACK PARKING ▲ ▲ BUIL 14 13 S FRD B B 2MX2.4M 2MX2.4M 11.43 STACK PARKING PROFORMA - B STACK PARKING STACK PARKING 2.21 6.00M WIDE DRIVEWAY 6.00M WIDE DRIVEWAY 19.90 6.24 6.12 C' CONTENTS OF SHEET 5.20 M WIDE DRIVEWAY C 5.22 ▲ 12 11 S ▲ BASEMENT FLOOR PLAN (1ST AND 2ND) SPACE FOR SERVICES TUBE AXIAL FAN 4.16 PODIUM FLOOR PLAN (1ST AND 2ND) FOR EXHAUST AIR STACK PARKING DRIVEWAY 1 4.7 ELEVATION FEATURE BASEMENT AREA LINE DIAGRAM AND CALCULATION AT BASEMENT LEVEL PARKING STATEMENT IN ALUCOBOND 6.00M WIDE DRIVEWAY 6.00M WIDE DRIVEWAY 6.12 13.72 9 10 S STAMP OF APPROVAL OF PLANS F.D E.D 7.15 PIT + STACK PARKING 6.24 PIT + STACK PARKING STACK PARKING FRD SMOKE PIT + STACK PARKING FRD CHECK 1.60 F.D LOBBY UP LIFT APPROVED SUBJECT TO THE CONDITIONS MENTIONED S S PIT + STACK PARKING B B B B B 1.50 0.45 S.S. 0.45 2MX2.3M S.S. E.D 13.64 1.40 S S IN THIS OFFICE LETTER NO.CHE/ES/5513/L/337/NEW 10 9 4 3 45 44 39 38 33 STACK PARKING STACK PARKING FRD 3.00 6.20 6.35 1.05 STACK PARKING FRD U.G.TANK 11 8 STACK PARKING STACK PARKING STACK PARKING 1.45 STACK PARKING STACK PARKING STACK PARKING STACK PARKING STACK PARKING 5 46 43 40 37 34 VOID 1.60 STACK PARKING STACK PARKING 2 DN UP 12 7 6 47 42 41 36 35 B B B B B B B B B 1 0.91 METER ROOM 1.50 3.65 X 6.50 3 2 33 32 29 28 25 1.01 3.35 ONLY AT 7 6 3.00 EXECUTIVE ENGINEER BLDG. PROP - I 1.68 1.68 6.20 6.35 7.85 1ST PODIUM 8 5 4 1 34 31 30 27 26 8.29 10.42 1.61 OPEN TO SKY VENTILATION SERV TOILET 1.50 1.20X 3.35 4.50 22.34 ▲ A' 1.48 1.68 1.68 ▲ B'41.05 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 CURTAIN WALL S.E. (B.P.) L/W A.E. (B.P.) L & N 3.83 S.S. S.S. S.S. S.S. BIG PARKING. = 21 NOS 2ND BASEMENT FLOOR PLAN SCALE 1:100 7.83 1.80 5.52 2.85 3.50 1.05 1.65 5.31 3.15 7.58 SMALL PARKING. = 26 NOS ▲ 4.50 ELEVATION FEATURE ▲ B' A' 3.16 TOTAL PROP. PARKING = 47 NOS. 3.54 IN ALUCOBOND 3RD , 4TH FLOOR (PARKING) PLAN BIG PARKING. = 22 NOS SCALE 1:100 SMALL PARKING. = 12 NOS T1 1.65 = PARKING STATEMENT TOTAL PROP. PARKING 34 NOS. TRIPPLE STACK 1.35 STACK PARKING PARKING TOTAL NOS AREA LINE DIAGRAM OF SERVANT TOILETS STAMP OF DATE OF RECEIPT OF PLANS FLOOR BIG CAR SMALL CAR BIG CAR SMALL CAR SCALE 1:100 OF PARKING 6.00 6.30 2ND BASEMENT - 1x2=2 7X3 =21 8X3 =24 47 SERVANT TOILET AREA CALCULATION ▲ B 34.72 1ST BASEMENT 7X2 =14 10X2 =20 - - 34 T1 1.35 X 1.65 X 1 NO = 2.23 SQ.MT. TOTAL SERVANT TOILET AREA = 2.23 SQ.MT. Y1 ▲ A GROUND FLR - - 2x3=6 - 6 3RD FLR 11X2 =22 6X2 =12 - - TOTAL SERVANT TOILETS PROPOSED AT MID LANDING LEVEL= 6 NOS. 34 (PARKING) 34.74 4TH FLR 11X2 =22 6X2 =12 - - PARKING AREA STATEMENT (GROUND TO 2ND & 5TH TO 7TH) 4.55 34 3.00 (PARKING) PARKING SPACE FOR EVERY 37.50 SQ.MT OF FLOOR AREA UPTO 1500 SQ.MT 11.43 P1 TOTAL 58 46 27 24 155 1.52 3.00 1.50 =1500 / 37.50 = 40.00 NOS. 1.50 DN P2 13.38 PARKING FLOOR AREA CALCULATION PUMP ROOM 6.20 1PARKING FOR 75.00 SQ.MT EXCEEDING 1500 SQ.MT 4.25 X 2.50 3.35 P1 0.55 X 11.43 X 1 NO = 6.29 SQ.MT. (3139.70 - 1500.00) 1639.70/75 = 21.86 NOS. 0.35 P2 34.17 X 13.38 X 1 NO = 457.19 SQ.MT. 13 21 23 16 P3 2.25 X 13.23 X 1 NO = 29.77 SQ.MT. REQUIRED PARKING = 61.86 SAY 62 NOS 1.50 UP 10% VISITORS PARKING = 6.19 SAY 6 NOS 17 20 CAR LIFT CAR LIFT P4 12.17 X 6.35 X 1 NO = 77.28 SQ.MT. 14 15 22 24 6.58 0.55 MH MH FRD 3.30 X 6.50M 3.30 X 6.50M P5 20.95 X 6.35 X 1 NO = 133.03 SQ.MT. AMENITY PARKING = 3 NOS 13.23 34.17 18 19 S S P3 P6 0.55 X 6.80 X 1 NO = 3.74 SQ.MT. S S TOTAL REQUIRED PARKING = 71 NOS LIFT P7 (13.23 + 0.30 ) / 2 X 3.19 X 1 NO = 21.58 SQ.MT. STACK PARKING B B STACK PARKING TOTAL PARKING PROPOSED = 155 NOS. Y1 2MX2.4M TOTAL PARKING FLOOR AREA = 728.88 SQ.MT. Y1 MH 6.80 MH 6.35 6.35 P6 P5 P4 STACK PARKING 2.21 4.50 20.95 12.17 2.25 P7 C 1.50 SMOKE CHECK LOBBY C' 0.30 6.20 0.55 3.19 ▲ FRD ▲ 12 11 S 14.07 STACK PARKING 6.00M WIDE DRIVEWAY 6.00M WIDE DRIVEWAY 19.90 6.24 6.12 AREA LINE DIAGRAM OF PARKING FLOOR 4.77 SCALE 1:200 9 10 S SERVANT TOILET PROPOSED AT MID LANDING LEVEL OF PARKING FLOOR OF 2.20 SQ.MT. TAKEN FREE DESCRIPTION OF PROPOSAL & PROPERTY TUBE AXIAL FAN FOR EXHAUST AIR STACK PARKING AT BASEMENT LEVEL PROPOSED BUILDING ON PROPERTY BEARING C.T.S. NO - 4/2 OF PROPERTY , AT VILLAGE - MOHILI, F.D E.D 13.72 TAL - KURLA ON SAKIVIHAR ROAD . KURLA ( W ) . STACK PARKING STACK PARKING .26 2.21 FRD FRD SMOKE MH MH STACK PARKING CHECK 1.60 17 LOBBY 2 DN UP 40 S S STACK PARKING B B B .03 B B 4 NAME OF OWNER 1.40 1.05 1 7 6 S S MH .64 MH 33 32 29 28 25 3.00 17 6.35 13.31 8 5 5.93 3 2 34 31 30 27 26 1 6.35 1.49 1 PUMP ROOM 4 1.20 3 4.90 X 2.50 1.50 1.79 3.35 1.68 1.68 4.50 3.00 1.05 5.54 8.29 10.42 M/S. SKYBLU DEVELOPERS 1.69 1.61 3 1.61 OPEN TO SKY VENTILATION SIGN.NAME & ADDRESS OF ARCHITECT 2 1.69 22.34 22.34 22.34 ▲ 4.50 AREA LINE DIAGRAM OF BASEMENT FLOOR 4.80 41.05 A' AREA LINE DIAGRAM OF VENTILATION CUTOUT SCALE 1:200 A S S O C I A T E S SCALE 1:100 ARCHITECTURE I URBAN DESIGN I PROJECT MANAGEMENT I INTERIORS ▲ B' VENTILATION DUCT AREA CALCULATION Web :- www.daisaria.com E-mail :- admin@daisaria.com 801, SKYLINE EPITOME, KIROL ROAD, 1 1.05 X 6.35 X 1 NO = 6.67 SQ.MT. NEAR JOLLY GYMKHANA, VIDYAVIHAR (WEST), 2 22.34 X 1.69 X 1 NO = 37.75 SQ.MT. BASEMENT AREA CALCULATION MUMBAI - 400086 BIG PARKING. = 14 NOS TEL :- 022 - 61110504 3 (1.49+1.79)/2 X 1.20 X 1 NO = 1.97 SQ.MT. 1 40.03 X 17.64 X 0.50 X 1 NO = 353.06 SQ.MT. SMALL PARKING. = 20 NOS 1ST BASEMENT FLOOR PLAN 2 40.03 X 17.26 X 0.50 X 1 NO = 345.46 SQ.MT. M.V. DAISARIA TOTAL VENTILATION DUCT PROPOSED = 46.39 SQ.MT. X SCALE 1:100 NORTH LINE REMARKS JOB NO: 849 SCALE: AS SHOWN 3 22.34 X 1.61 X 1 NO = 35.97 SQ.MT. TOTAL PROP. PARKING = 34 NOS. 4 (2.21+5.54) /2 X 13.31 X 1 NO = 51.58 SQ.MT. TOTAL VENTILATION DUCT REQUIRED 2.5% OF BASEMENT AREA = 786.07 X 2.5% = 19.65 SQ.MTS TOTAL DEDUCTION = 786.07 SQ.MT. Y1 DRG. NO: 02 DRAWN BY: Sonali I.O.D. DATE: 01.02.2020 CHK. BY: SANGAM \\server\DAISARIA\02_Projects\849 - BATRA PROPERTIES ( SAKINAKA )\02_BMC\Option 3\03 Concession ▲ B ▲ A 0.34 14.85 0.34 6.20 0.34 4.89 0.34 7.28 0.53 03/05 S.S. GLAZING S.S. S.S. GLAZING S.S. 0.34 0.34 0.34 0.34 0.55 38.74 0.59 1.60 3.00 1.60 TOILET TOILET TOILET 6.20 4.78 1.50X1.45 1.50X1.45 1.50 DN 1.50X1.45 0.53 6.20 0.55 3.35 1 0.35 ST1 3.65 OFFICE 11 1.50 3 UP 7.83M X 6.23M CAR LIFT CAR LIFT 54.24 SQ.MTS FRD 3.30MX6.65M 3.30MX6.65M 5.95 CL 6.65 6.50 583.83 SQ.FT OFFICE 12 OFFICE 1 FIRE 1.66 6.57M X 8.42M 4.74MX 8.42M LIFT LIFT 55.98 SQ.MTS C.A 41.63 SQ.M 2.25 2.71 2MX2.4M STL1 2MX2.4M L1 602.56 SQ.FT 448.10 SQ.FT 1.66 2.21 4.54 7.13 0.39 1.50 1.50 C 4.81 C' 0.45 2.21 2 0.15 ▲ 3.60 ▲ LIFT LOBBY 4.99 X 4.16 LL1 3.60 FRD FRD FRD OFFICE 10 5.68M X 6.39M FRD 1.24 0.42 0.56 FRD OFFICE 2 0.56 20.34 1.80M WIDE PASSAGE 1.80M WIDE PASSAGE 19.73 19.73 20.34 38.59 SQ.MTS 105.97 Sq.mt 4.81 415.38 SQ.FT FRD FRD 1.50 1.50 FRD FRD 1140.66 SQ.FT LL2 A 2.03 3.00 F.D 0.35 0.45 TOILET LIFT 2.25 S.S. 2.86 1.45X S.S. 2MX2.4M L2 D1 STL2 2.25 1.50 E.D 1.75 2.03 FRD 2.31 1.60 0.45 VOID OFFICE 4 OFFICE 3 1.60 1.65 DN UP 5 1.45 ST2 1.45 ST3 4a 4.00M X 8.91M 4.15M X 8.91M 0.91 1.40 2.25 1.00 OFFICE 8 8.22M X 8.91M C.A 36.13 SQ.M C.A 37.57 SQ.M PROFORMA - B 388.90 SQ.FT 404.40 SQ.FT 67.22 SQ.MTS OFFICE 9 3.00 7.83M X 6.50M 723.55 SQ.FT 6.20 CONTENTS OF SHEET 56.78 SQ.MTS 611.17 SQ.FT ST4 4.90 4 4.85 1ST FLOOR PLAN AND ITS CALCULATION 2ND FLOOR PLAN AND ITS CALCULATION TOILET TOILET SERV TOILET TOILET 1.50 TOILET 1.20X 1.50X1.45 1.20X TOILET 1.20X 1.30X 1.20X 1.70 1.85 1.65 3.35 7.39 1.85 1.50 1.68 1.68 1.85 T1 0.10 ST5 ST5 1.35 3.50 0.10 1.05 STAMP OF APPROVAL OF PLANS 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 20.00 0.90 0.90 S.S. S.S. S.S. S.S. 38.74 17.69 AREA LINE DIAGRAM OF 2ND FLOOR ▲ APPROVED SUBJECT TO THE CONDITIONS MENTIONED 2ND FLOOR PLAN A' SCALE 1:100 SCALE 1:100 ▲ B' 38.74 0.59 IN THIS OFFICE LETTER NO.CHE/ES/5513/L/337/NEW 4.78 BUILT UP AREA CALCULATION OF SECOND FLOOR 4.55 0.53 0.55 A 38.74 X 19.73 X 1 NO = 764.34 SQ.MT. 1 BUILT UP AREA CALCULATION OF FIRST FLOOR ST5 0.90 X 0.10 X 2 NOS = 0.18 SQ.MT. ST1 3.65 TOTAL ADDITION = 764.52 SQ.MT. X 3 A 38.74 X 19.73 X 1 NO = 764.34 SQ.MT. ST3 0.90 X 0.10 X 2 NOS = 0.18 SQ.MT. DEDUCTIONS EXECUTIVE ENGINEER BLDG. PROP - I 1 ( 0.59 + 2.21 ) / 2 X 6.50 X 1 NO = 9.10 SQ.MT. 6.20 CL 6.65 6.50 TOTAL ADDITION = 764.52 SQ.MT. X -0.53 X 0.55 X 1 NO = -0.29 SQ.MT. DEDUCTIONS 2 0.39 X 0.15 X 1 NO = 0.06 SQ.MT. 1 ( 0.59 + 2.21 ) / 2 X 6.50 X 1 NO = 9.10 SQ.MT. 3 20.34 X 4.78 X 0.50 X 1 NO = 48.61 SQ.MT. STL1 2.25 L1 2.71 -0.53 X 0.55 X 1 NO = -0.29 SQ.MT. 4 1.05 X 4.85 X 1 NO = 5.09 SQ.MT. 2 0.39 X 0.15 X 1 NO = 0.06 SQ.MT. 4a 1.00 X 1.65 X 1 NO = 1.65 SQ.MT. 0.0 1.66 7 3 20.34 X 4.78 X 0.50 X 1 NO = 48.61 SQ.MT. 1 4.54 5 0.91 X 1.45 X 1 NO = 1.32 SQ.MT. 0.5 7.13 0.39 4 1.05 X 4.85 X 1 NO = 5.09 SQ.MT. LL5 2.21 TOTAL DEDUCTION = 65.54 SQ.MT. Y1 S.E. (B.P.) L/W A.E. (B.P.) L & N 4a 1.00 X 1.65 X 1 NO = 1.65 SQ.MT. GROSS BUILT UP AREA [X - Y1] = 698.98 SQ.MT. X1 2 LL4 0.42 0.15 5 0.91 X 1.45 X 1 NO = 1.32 SQ.MT. 6 4.55 X 19.73 X 1 NO = 89.77 SQ.MT. 3.41 LL1 3.60 3.15 TOTAL DEDUCTION = 155.31 SQ.MT. Y1 2ND FLOOR STAIRCASE, LIFT, LOBBY AREA CALCULATION GROSS BUILT UP AREA [X - Y1] = 609.21 SQ.MT. X1 ST1 6.20 X 3.65 X 1 NO = 22.63 SQ.MT. ST2 1.40 X 1.45 X 1 NO = 2.03 SQ.MT. 6 19.73 20.34 LL3 4.81 ST3 2.25 X 1.60 X 1 NO = 3.60 SQ.MT. 1ST FLOOR STAIRCASE, LIFT, LOBBY AREA CALCULATION 0.42 LL2 0.56 ST4 3.50 X 4.90 X 1 NO = 17.15 SQ.MT. ST1 6.20 X 3.65 X 1 NO = 22.63 SQ.MT. COUNT IN FSI A 3.00 ST5 0.90 X 0.10 X 2 NOS = 0.18 SQ.MT. ST2 1.40 X 1.45 X 1 NO = 2.03 SQ.MT. L1 4.54 X 2.71 X 1 NO = 12.30 SQ.MT. ST3 2.25 X 1.60 X 1 NO = 3.60 SQ.MT. L2 2.86 D1 2.71 ST4 3.50 X 4.90 X 1 NO = 17.15 SQ.MT. L2 2.31 X 2.86 X 1 NO = 6.61 SQ.MT. STL2 2.25 ST5 0.90 X 0.10 X 2 NOS = 0.18 SQ.MT. STL1 1.66 X 2.25 X 1 NO = 3.74 SQ.MT. 0.45 L1 4.54 X 2.71 X 1 NO = 12.30 SQ.MT. STL2 2.03 X 2.25 X 1 NO = 4.57 SQ.MT. COUNT IN FSI 2.03 2.31 L2 2.31 X 2.86 X 1 NO = 6.61 SQ.MT. LL1 4.81 X 3.60 X 1 NO = 17.32 SQ.MT. LL2 3.00 X 0.56 X 1 NO = 1.68 SQ.MT. 5 1.45 ST2 1.45 ST3 1.60 4a 1.65 STL1 1.66 X 2.25 X 1 NO = 3.74 SQ.MT. STL2 2.03 X 2.25 X 1 NO = 4.57 SQ.MT. CL 7.13 X 6.65 X 1 NO = 47.41 SQ.MT. 0.91 1.40 2.25 1.00 LL1 4.81 X 3.60 X 1 NO = 17.32 SQ.MT. TOTAL STAIRCASE, LIFT, LOBBY AREA = 139.22 SQ.MT. Y2 LL2 3.00 X 0.56 X 1 NO = 1.68 SQ.MT. LL3 3.15 X 0.42 X 0.50 X 1 NO = 0.66 SQ.MT. DUCT AREA CALCULATION LL4 3.41 X 0.42 X 0.50 X 1 NO = 0.72 SQ.MT. D1 0.45 X 2.71 X 1 NOS = 1.22 SQ.MT. STAMP OF DATE OF RECEIPT OF PLANS LL5 0.51 X 0.07 X 0.50 X 1 NO = 0.02 SQ.MT. ST4 4.90 4 4.85 CL 7.13 X 6.65 X 1 NO = 47.41 SQ.MT. TOTAL DUCT AREA = 1.22 SQ.MT. Y3 TOTAL STAIRCASE, LIFT, LOBBY AREA = 140.62 SQ.MT. Y2 NET BUILT UP AREA = 697.76 SQ.MT. X2 [X1-Y3] 0.10 ST5 ST5 DUCT AREA CALCULATION 3.50 0.10 1.05 D1 0.45 X 2.71 X 1 NOS = 1.22 SQ.MT. 0.90 0.90 TOTAL DUCT AREA = 1.22 SQ.MT. Y3 AREA LINE DIAGRAM OF 1ST FLOOR SCALE 1:100 ▲ B ▲ A NET BUILT UP AREA = 607.99 SQ.MT. X2 [X1 -Y3] 0.53 14.85 6.20 4.89 7.28 0.34 0.34 0.34 0.34 0.34 S.S. 0.34 S.S. 0.34 S.S. 0.34 S.S. 0.55 TOILET 1.60 3.00 1.60 TOILET 1.50X1.45 1.50 DN 6.20 1.50X1.45 3.35 1.50 0.35 1.50 SHOP 1 1.50 UP 6.24M X 10.15M CAR LIFT CAR LIFT FRD 3.30MX6.65M 3.30MX6.65M 5.95 VOID FIRE OFFICE 1 LIFT LIFT 1.66 8.42M X 4.74M 2MX2.4M 2MX2.4M PARKING FOR OFFICE CARPET AREA 2.21 DESCRIPTION OF PROPOSAL & PROPERTY C' GROUND 290.98 PROPOSED BUILDING ON PROPERTY BEARING C FR D C.T.S. NO - 4/2 OF PROPERTY , AT VILLAGE - MOHILI, ▲ FRD ▲ 1ST 422.28 TAL - KURLA ON SAKIVIHAR ROAD . KURLA ( W ) . 1.50 LIFT LOBBY 1.50 4.99 X 4.16 FRD 2ND 494.11 SHOP 2 FRD OFFICE 2 3RD 20.34 1.80M WIDE PASSAGE 19.73 9.17M X 6.40M 106.38 Sq.m NAME OF OWNER VOID FRD FRD FRD 4TH 1145.07 Sq.ft LIFT F.D 5TH 644.11 2MX2.4M 6TH 644.11 E.D 7TH 644.11 FRD 1.00 VOID 1.60 OFFICE 4 OFFICE 3 TOTAL 3139.70 DN UP 1.50 8.91M X 4.15M 8.91M X 4.15M M/S. SKYBLU DEVELOPERS 1.50 SHOP 3 SIGN.NAME & ADDRESS OF ARCHITECT 6.50M X11.80M 3.00 6.20 6.50 VOID A S S O C I A T E S TOILET TOILET ARCHITECTURE I URBAN DESIGN I PROJECT MANAGEMENT I INTERIORS TOILET TOILET 1.50 1.20X Web :- www.daisaria.com E-mail :- admin@daisaria.com 1.20X 1.30X 1.20X 1.70 1.85 801, SKYLINE EPITOME, KIROL ROAD, 4.55 1.85 3.35 1.85 1.68 1.68 NEAR JOLLY GYMKHANA, VIDYAVIHAR (WEST), MUMBAI - 400086 0.60 0.60 0.60 0.60 0.60 0.60 0.60 0.60 20.00 TEL :- 022 - 61110504 S.S. S.S. S.S. M.V. DAISARIA S.S. 17.69 NORTH LINE REMARKS JOB NO: 849 SCALE: AS SHOWN 38.74 ▲ A' DRG. NO: 03 DRAWN BY: Sonali ▲ B' I.O.D. 1ST FLOOR PLAN DATE: 01.02.2020 CHK. BY: SANGAM SCALE 1:100 \\server\DAISARIA\02_Projects\849 - BATRA PROPERTIES ( SAKINAKA )\02_BMC\Option 3\03 Concession BUILT UP AREA CALCULATION TYPICAL FLOOR ( 5TH, 6TH, 7TH) A 42.63 X 21.07 X 1 NO = 898.21 SQ.MT. 04/05 TOTAL ADDITION = 898.21 SQ.MT. X 2.05 DEDUCTIONS OVER HEAD 1 0.50 X 21.72 X 5.11 X 1 NO = 55.49 SQ.MT. 37.86 WATER TANK 2 ( 0.82 + 1.19 ) / 2 X 1.50 X 1 NO = 1.51 SQ.MT. 16.70 6.50 14.66 3 2.85 X 1.34 X 1 NO = 3.82 SQ.MT. 1.60 3.00 1.60 4 1.05 X 4.85 X 1 NO = 4.85 SQ.MT. 1.50 6.20 DN FRD 3.35 4a 1.00 X 1.65 X 1 NO = 1.65 SQ.MT. 3.20 3.20 1.70 5 6.20 X 1.34 X 1 NO = 8.31 SQ.MT. ST4 -0.90 X 0.10 X 2 NOS = -0.18 SQ.MT. 3.23 4.65 11.78 6 2.70 X 1.34 X 1 NO = 3.62 SQ.MT. LIFT MACHINE 11.43 ROOM Terrace Floor Lvl. 7 1.50 X 1.34 X 1 NO = 2.01 SQ.MT. CURTAIN 4.39 8 1.05 X 1.50 X 1 NO = 1.58 SQ.MT. WALL TOTAL DEDUCTION = 82.66 SQ.MT. Y1 3.20 3.20 TOTAL BUILT UP AREA [X - Y1] = 815.55 SQ.MT. X1 21.72 1.55 21.07 TERRACE OPEN TO SKY TERRACE OPEN TO SKY 3.80 5TH,6TH,7TH FLOOR STAIRCASE,LIFT,LOBBY AREA CALCULATION 3.16 LIFT MACHINE 7th flr D 1.50 ROOM ST1 6.20 X 3.65 X 1 NO = 22.63 SQ.MT. ▲ 7th Floor LOBBY ST2 2.25 X 0.15 X 1 NO = 0.34 SQ.MT. ST3 3.50 X 6.35 X 1 NO = 22.23 SQ.MT. COUNT IN FSI ST4 0.90 X 0.10 X 2 NOS = 0.18 SQ.MT. 6.20 L1 4.54 X 2.71 X 1 NO = 12.30 SQ.MT. OVER HEAD L2 2.31 X 2.86 X 1 NO = 6.61 SQ.MT. 8.15 WATER TANK 8.39 PART SECTION D-D' SCALE 1:100 STL1 1.66 X 2.25 X 1 NO = 3.74 SQ.MT. STL2 2.03 X 2.25 X 1 NO = 4.57 SQ.MT. 4.55 LL1 4.81 X 3.60 X 1 NO = 17.32 SQ.MT. ▲ LL2 0.42 X 1.24 X 1 NO = 0.52 SQ.MT. D' 8.48 1.50 5.82 8.90 5.46 2.85 10.05 LL3 3.00 X 0.56 X 1 NO = 1.68 SQ.MT. 43.05 TOTAL STAIRCASE, LIFT, LOBBY AREA = 92.12 SQ.MT. Y2 DUCT AREA CALCULATION TERRACE FLOOR PLAN D1 0.45 X 2.71 X 1 NOS = 1.22 SQ.MT. SCALE 1:200 TOTAL DUCT AREA = 1.22 SQ.MT. Y4 NET BUILT UP AREA = 814.33 SQ.MT. X2 [X1 - Y3] PROFORMA - B 42.63 CONTENTS OF SHEET TYPICAL FLOOR PLAN AND ITS CALCULATION 5.11 SECTION A-A ST1 3.65 1 STAMP OF APPROVAL OF PLANS 6.20 2.25 APPROVED SUBJECT TO THE CONDITIONS MENTIONED 2.71 STL1 L1 1.66 IN THIS OFFICE LETTER NO.CHE/ES/5513/L/337/NEW 4.54 LL1 3.60 TERRACE OPEN TO SKY 1.50 EXECUTIVE ENGINEER BLDG. PROP - I 1.24 LL2 TERRACE 4.81 0.56 VOID VOID S.S S.S 21.72 0.42 21.07 LL3 A 3.00 0.82 3.05 L2 2.86 D1 2.71 2.25 1.50 1.50 STL2 2 0.15 8 7th Floor Lvl. TOILET OFFICE 3 OFFICE 5 TOILET 0.15 VOID 1.19 VOID 0.45 S.E. (B.P.) L/W A.E. (B.P.) L & N 2.31 2.03 S.S S.S 1.05 ST2 2.25 4a 1.65 3.05 3.50 1.00 TOILET OFFICE 3 0.15 OFFICE 5 TOILET 6th Floor Lvl. VOID VOID 6.35 S.S S.S ST3 4 4.85 3.05 3.20 TOILET OFFICE 3 0.15 OFFICE 5 TOILET 5th Floor Lvl. 0.10 VOID ST4 ST4 s.s. 3.50 0.10 1.05 2.85 s.s. 0.90 0.90 7 1.34 6 1.34 5 1.34 3 1.34 STACK CAR PARKING 1.50 2.70 6.20 4.05 4.20 AREA LINE DIAGRAM OF TYPICAL FLOOR PLAN ( 5TH, 6TH, 7TH) 0.15 STAMP OF DATE OF RECEIPT OF PLANS 4th Floor (Parking)Lvl. DRIVEWAY VOID SCALE 1:100 s.s. 31.60 s.s. ▲ B ▲ A STACK CAR 30.10 PARKING 37.36 4.05 4.20 0.34 16.20 0.34 6.50 0.34 0.15 14.66 S.S. GLAZING S.S. GLAZING 0.34 0.34 0.34 0.34 S.S. S.S. 0.34 TOILET 1.60 3.00 1.60 TOILET TOILET TOILET DRIVEWAY 0.15 1.50 TOILET 3rd Floor (Parking) Lvl. 1.50X 1.50 1.50X1.45 1.45 3.35 6.20 DN 1.50X1.45 1.20X 1.85 1.20X 1.85 ELEVATION FEATURE s.s. Car Lift s.s. 0.35 IN ALUCOBOND OFFICE 11 1.50 3.80 UP 3.65 9.33M X 6.23M OFFICE 3 FRD OFFICE 1 OFFICE 2 ~6.90M X 6.35M 1.66 4.00M X 8.42M 0.60 TOI OFFICE 12 4.15M X 8.42M OFFICE 2 0.15 2nd Floor Lvl. 6.57M X 8.42M LIFT LIFT 2.25 s.s. 0.15 s.s. 0.60 2MX2.4M 2MX2.4M 11.43 11.78 1.50 1.50 3.65 3.80 C 4.81 C' ▲ LIFT LOBBY 3.60 ▲ 1st Floor Lvl. OFFICE 2 0.15 TOI 6.20M X 4.16M s.s. DESCRIPTION OF PROPOSAL & PROPERTY FRD FRD FRD FRD FRD s.s. OFFICE 10 7.18M X 6.39M FRD 1.80M WIDE PASSAGE 1.24 0.42 0.56 1.80M WIDE PASSAGE FRD OFFICE 4 PROPOSED BUILDING ON PROPERTY BEARING 9.81 ~5.95M X 6.28M C.T.S. NO - 4/2 OF PROPERTY , AT VILLAGE - MOHILI, 21.07 FRD FRD 1.50 1.50 FRD FRD FRD 4.05 4.20 2.03 TAL - KURLA ON SAKIVIHAR ROAD . KURLA ( W ) . F.D TOILET LIFT 2.25 1.55 0.45 TOILET 1.50 0.45 S.S. 1.45X 2MX2.3M 2.71 1.45X Ground Flr. Lvl. Amenity PumpRoom 0.30 1.50 E.D 1.50 S.S. NAME OF OWNER 1.75 1.19 Ground Lvl. FRD 1.60 DN UP OFFICE 8 OFFICE 7 OFFICE 6 4.00M X 10.25M 4.15M X 10.25M 0.15 8.22M X 10.25M OFFICE 9 3.00 6.50 OFFICE 5 Driveway 8.39 6.20 Basement 1 9.33M X 7.84M 8.15 ~10.25M X 7.84M TOILET SERV TOILET TOILET TOILET M/S. SKYBLU DEVELOPERS 1.50 TOILET TOILET 1.20X 1.30X 1.20X 1.20X 1.50X1.45 1.20X 4.20 SIGN.NAME & ADDRESS OF ARCHITECT 1.85 1.50 1.68 3.35 1.68 1.70 1.85 1.85 Car Lift 1.50 0.600.60 0.600.60 0.600.60 0.600.60 0.15 TRIPLE STACK S.S. S.S. S.S. S.S. Driveway PARKING A S S O C I A T E S ARCHITECTURE I URBAN DESIGN I PROJECT MANAGEMENT I INTERIORS 7.98 1.50 5.82 0.15 6.20 1.05 0.15 Web :- www.daisaria.com E-mail :- admin@daisaria.com ▲ B' 42.63 1.65 5.46 2.85 ▲ A' 10.12 Car Lift Pit 1.80 801, SKYLINE EPITOME, KIROL ROAD, 0.60 2.50 NEAR JOLLY GYMKHANA, VIDYAVIHAR (WEST), MUMBAI - 400086 TYPICAL FLOOR PLAN ( 5TH & 7TH) TEL :- 022 - 61110504 ELEVATION FEATURE SCALE 1:100 Basement 2 M.V. DAISARIA IN ALUCOBOND NORTH LINE REMARKS JOB NO: 849 SCALE: AS SHOWN Section AA' SCALE 1:100 DRG. NO: 04 DRAWN BY: Sonali I.O.D. DATE: 01.02.2020 CHK. BY: SANGAM \\server\DAISARIA\02_Projects\849 - BATRA PROPERTIES ( SAKINAKA )\02_BMC\Option 3\03 Concession 05/05 ▲ B 6.50 REFUGE AREA 19.50 SQ.MTS. At Staircase mid-landing between ▲ A 6th - level. 37.36 0.34 16.20 0.34 6.50 0.34 0.15 14.66 S.S. GLAZING S.S. S.S. GLAZING 0.34 S.S. 0.34 0.34 0.34 0.34 FRD TOILET 1.60 3.00 1.60 TOILET TOILET TOILET 1.50 TOILET 1.50X1.45 1.50X 1.50 DN 1.50X1.45 1.20X 1.20X 1.45 6.20 1.85 1.85 ELEVATION FEATURE 3.35 0.35 IN ALUCOBOND OFFICE 11 1.50 UP 9.33M X 6.23M OFFICE 3 FRD OFFICE 1 OFFICE 2 ~6.90M X 6.35M 1.66 4.00M X 8.42M 0.60 OFFICE 12 4.15M X 8.42M 0.60 6.57M X 8.42M LIFT LIFT 2.25 0.15 2MX2.4M 2MX2.4M 11.43 11.78 1.50 1.50 C 4.81 C' ▲ LIFT LOBBY 3.60 ▲ 6.20M X 4.16M OFFICE 10 FRD FRD FRD FRD FRD 7.18M X 6.39M FRD 1.80M WIDE PASSAGE 1.24 0.42 0.56 1.80M WIDE PASSAGE FRD OFFICE 4 9.81 ~5.95M X 6.28M 21.07 FRD FRD 1.50 1.50 FRD FRD FRD 2.03 F.D TOILET LIFT 2.25 1.55 0.45 TOILET 1.50 0.45 1.45X 2MX2.3M 2.71 1.45X PROFORMA - B S.S. 1.50 E.D 1.50 S.S. 1.75 FRD CONTENTS OF SHEET 1.60 6TH MID LANDING REFUGE FLOOR PLAN DN UP OFFICE 6 SECTION B-B, SECTION C-C' OFFICE 8 OFFICE 7 0.15 8.22M X 10.25M 4.00M X 10.25M 4.15M X 10.25M OFFICE 9 3.00 6.50 OFFICE 5 8.39 6.20 9.33M X 7.84M STAMP OF APPROVAL OF PLANS 8.15 ~10.25M X 7.84M TOILET SERV TOILET TOILET TOILET 1.50 TOILET TOILET 1.50X1.45 1.20X 1.20X 1.30X 1.20X 1.20X APPROVED SUBJECT TO THE CONDITIONS MENTIONED 3.35 1.85 1.85 1.85 1.50 1.68 1.68 1.70 1.50 IN THIS OFFICE LETTER NO.CHE/ES/5513/L/337/NEW 0.60 0.60 0.600.60 0.600.60 0.600.60 0.15 S.S. S.S. S.S. S.S. 7.98 1.50 5.82 0.15 6.20 1.05 0.15 42.63 1.65 5.46 2.85 ▲ A' 10.12 ▲ B' 0.60 6TH MID LANDING REFUGE FLOOR PLAN EXECUTIVE ENGINEER BLDG. PROP - I ELEVATION FEATURE SCALE 1:100 IN ALUCOBOND OHT S.E. (B.P.) L/W A.E. (B.P.) L & N Lift Machine Lift Machine Lift Machine 2.15 Room Room Room 3.20 3.05 1.50 Terrace lvl TERRACE OPEN TO SKY Terrace lvl TERRACE OPEN TO SKY 3.20 3.20 3.05 s.s. 3.20 3.05 VOID LIFT LOBBY OFFICE 8 OFFICE NO. 10 PASSAGE OFFICE NO. 4 7th Floor Lvl. 7th Floor Lvl. 0.15 1.00 SERV REFUGE 3.20 TOILET 3.05 s.s. 3.20 3.05 3.20 CURTAIN VOID WALL LIFT LOBBY OFFICE 8 OFFICE NO. 10 PASSAGE OFFICE NO. 4 6th Floor Lvl. 6th Floor Lvl. 0.15 3.20 SERV 3.05 s.s. 3.20 3.05 3.20 VOID STAMP OF DATE OF RECEIPT OF PLANS CURTAIN LIFT LOBBY OFFICE 8 OFFICE NO. 10 PASSAGE OFFICE NO. 4 0.15 5th Floor Lvl. WALL 5th Floor Lvl. SERV TOILET TOILET STACK CAR 4.20 4.20 4.05 s.s. 4.20 PARKING 4.05 35.50 CURTAIN WALL 4th Floor (Parking)Lvl. DRIVEWAY STACK PARKING 4th Floor (Parking)Lvl. DRIVEWAY DRIVEWAY 0.15 31.60 31.60 SERV 30.10 30.10 30.10 STACK CAR TOILET s.s. PARKING 4.20 4.20 4.05 4.20 4.05 L L 33.30 CURTAIN WALL I I F DRIVEWAY F STACK PARKING DRIVEWAY DRIVEWAY DRIVEWAY 0.15 3rd Floor (Parking) Lvl. 3rd Floor (Parking) Lvl. T T SERV S S TOILET H H 3.80 3.80 3.80 s.s. A 3.65 A 3.65 F F CURTAIN T T PASSAGE OFFICE NO. 4 WALL LIFT LOBBY OFFICE 8 OFFICE NO. 10 0.15 2nd Floor Lvl. 2nd Floor Lvl. SERV TOILET VOID s.s. DESCRIPTION OF PROPOSAL & PROPERTY 3.80 3.80 3.65 3.80 3.65 CURTAIN PROPOSED BUILDING ON PROPERTY BEARING WALL OFFICE C.T.S. NO - 4/2 OF PROPERTY , AT VILLAGE - MOHILI, LIFT LOBBY SHOW ROOM SHOP 2 0.15 1st Floor Lvl. 1st Floor Lvl. s.s. TAL - KURLA ON SAKIVIHAR ROAD . KURLA ( W ) . 8.30 4.20 4.20 4.20 NAME OF OWNER 4.05 4.20 4.05 1.00 0.30 VOID 0.30 1.50 ENTRANCE LOBBY 1.50 1.50 SHOP 2 ENTRANCE LOBBY AMENITY 0.15 SHOW ROOM 27.45M. 0.30 Ground Flr. Lvl. TOILET Ground Flr. Lvl. Ground Lvl. GROUND LVL. WIDE ROAD Ground Lvl. 1.50 3.90 4.20 4.20 4.20 4.35 4.05 STACK CAR 4.20 4.05 2.70 PARKING 4.20 SMOKE M/S. SKYBLU DEVELOPERS CHECK Basement 1 PUMP ROOM BASEMENT 1 0.15 DRIVEWAY Basement 1 DRIVEWAY LOBBY SIGN.NAME & ADDRESS OF ARCHITECT 8.60 8.40 8.40 A S S O C I A T E S 4.35 4.35 4.35 4.20 4.20 4.35 ARCHITECTURE I URBAN DESIGN I PROJECT MANAGEMENT I INTERIORS 4.20 Web :- www.daisaria.com E-mail :- admin@daisaria.com 801, SKYLINE EPITOME, KIROL ROAD, SMOKE NEAR JOLLY GYMKHANA, VIDYAVIHAR (WEST), CHECK TRIPPLE STACK 6.70 MUMBAI - 400086 PARKING DRIVEWAY LOBBY Basement 2 SPACE FOR SERVICES BASEMENT 2 TEL :- 022 - 61110504 Basement 2 M.V. DAISARIA NORTH LINE REMARKS JOB NO: 849 SCALE: AS SHOWN 2.50 DRG. NO: 05 DRAWN BY: Sonali SECTION B-B' SECTION : C-C' I.O.D. SCALE 1:100 SCALE 1:100 DATE: 01.02.2020 CHK. BY: SANGAM \\server\DAISARIA\02_Projects\849 - BATRA PROPERTIES ( SAKINAKA )\02_BMC\Option 3\03 Concession