BUILT UP AREA CALCULATION FOR SECOND FLOOR PLAN commercial FSI DETAILS BUILT UP AREA CALCULATION Project Details Incentive AREA Area(Sq.M) FOR GROUND FLOOR PLAN commercial FSI for commercial Building Type - Revised Building Permission LENGTH WIDTH Premium Ancillary Ancillary Inclusive NAME Basic FSI TDR green EXISTING FSI AREA FSI AREA BALCONY TERRACE VENT Other TOTAL Zone Type - Residential Zone with Shop line. (R-2) AREA FSI Area 60% Area Housing Drawing LENGTH WIDTH Area(Sq.M) 9 Index (on serial (on serial building If Total BUILDING FLOORS LIFT LIFTWELL DUCT BLOCK 28.06 18.26 478.81 NAME (on serial of 80% of (20%) If Value COMM. RESI. IND. COMM. RESI. IND. SPECIAL MEZZ. PROP. PROP. SHAFT Deduction FSIAREA Location - Non-Congested no 1) no 1) Applicable no 1) (2+3+4+5) (2+3+4+5) Applicable THIRD Ward No - BLOCK AREA TOTAL =478.81Sq.M BLOCK 25.50 17.23 401.35 ( on basic FSI) commercial FLOOR 0.00 0.00 0.00 478.81 0.00 0.00 0.00 0.00 26.21 0.00 0.00 3.36 24.94 0.00 0.00 450.51 Plot No. - 9 LiftWell2 - - 3.36 PLAN BLOCK AREA TOTAL =401.35Sq.M 9.1 Cts No./Servey No. - 36 SECOND Duct3 - - 1.40 Permissible 1.10 0.50 1.40 0.00 0.00 0.00 3.00 0.00 0.00 Sheet No. - 1 TOTAL Deduction =0.00Sq.M commercial FLOOR 0.00 0.00 0.00 478.81 0.00 0.00 0.00 0.00 24.88 0.00 0.00 3.36 1.40 0.00 0.00 474.05 TOTAL Deduction =4.76Sq.M Net BuiltUp Area =474.05 Sq.M Net BuiltUp Area =401.35 Sq.M Index 9.2 Existing Comsumed 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 commercial PLAN FIRST FLOOR 0.00 0.00 0.00 465.36 0.00 0.00 0.00 0.00 33.58 0.00 0.00 6.33 1.40 0.00 0.00 457.63 Zone Number: East Zone Ward Name : Umri Prorata Value : 0.00 Signature Not Verified Index PLAN 9.3 Balance GROUND Index to be 1.10 0.50 1.40 0.00 0.00 0.00 0.00 0.00 0.00 commercial FLOOR 0.00 0.00 0.00 401.35 0.00 0.00 0.00 0.00 0.00 0.00 2.97 6.33 1.40 0.00 0.00 393.62 Consume PLAN BUILT UP AREA CALCULATION 9.4 Total Permissible 879.91 399.96 1119.88 0.00 0.00 1217.63 3617.38 0.00 0.00 0.00 commercial 0.00 Total 0.00 0.00 0.00 0.00 0.00 0.00 0.00 1824.33 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 84.67 0.00 0.00 0.00 2.97 0.00 19.38 0.00 29.14 0.00 0.00 0.00 0.00 0.00 1775.81 Digitally signed by GHANSHYAM PLine Area() FOR FIRST FLOOR PLAN commercial 9.5 Proposed P WASUDEORAO WAGHADE AREA BUILT UP AREA CALCULATION NAME LENGTH WIDTH Area(Sq.M) Line Area (Should not 879.91 176.69 465.44 0.00 0.00 253.77 1775.81 0.00 1775.81 Owner Name Postal Address Contact Number Date: 2021.12.06 06:10:50 IST FOR THIRD FLOOR PLAN commercial AREA LENGTH WIDTH Area(Sq.M) BLOCK 27.45 BLOCK AREA TOTAL =465.36Sq.M 17.66 465.36 exceed 9.4 ) 9.6 Index Consumed 1.09 0.22 0.58 0.00 0.00 0.00 1.90 0.00 0.00 HANUMAN PURSHOTTAM SIGTIA kothari infrastructure akola proprietor gourkashan road ,chandur ,akola VIDYA NAGAR AKOLA 9850384041 8788271682 Reason: Approved Drawing Plan NAME BLOCK 28.06 18.26 478.81 LiftWell4 - - 3.36 Parking Check (Table 8B) ghanshyam kishor kothari Location: Akola Municipal Corporation LiftWell3 - - 2.97 Parking Check As Per Multiplying Factor : 0.60 BLOCK AREA TOTAL =478.81Sq.M Building REQ. RATIO NO.OF PRP. RATIO USE Required Proposed Duct4 - - 1.40 Name car Scooter Tena/Area car Scooter Building LiftWell1 - - 3.36 Car/Mini Car/Mini Status TOTAL Deduction =7.73Sq.M commercial Commertial 1 5 1007.23 10.07 50.36 Name Scooter Scooter Bus Bus Duct2 - - 1.40 commercial Commertial 2 6 356.62 7.13 21.40 Net BuiltUp Area =457.63 Sq.M Total 10 43 10 43 OK Duct1 - - 23.54 Total - - - - 17.20 71.76 TOTAL Deduction =28.30Sq.M Net BuiltUp Area =450.51 Sq.M 5.89 5.89 6.2 3.46 6.7011 5.3708 5.0911 5.3708 5.0911 0.6 0.6 0.6 0.6 0.61.3 0.61.3 LiftWell3 16.3611 3.6065 3.6065 2.38 2.38 0.4695 0.4695 7.2743 0.6 0.6 2.5059 2.5059 4.89 4.89 1.0495 0.9305 1.0567 0.9305 1.0567 Carpet Area Table 0.3862 0.3862 0.23 0.23 Enclosed Total Building Floor Carpet Tenement Carpet 0.6 0.6 Balcony Carpet Name Name name No Area 3.46 Area Area 3.46 3.46 GROUND Duct4 Duct3 Duct2 commercial FLOOR CHAMBER 1 1 356.62 0.00 356.62 PLAN 0.931 5.17 5.17 FIRST 0.9371 0.9371 CHAMBER commercial FLOOR 1 405.95 33.58 439.53 3.1419 3.1419 02 PLAN 21.0703 0.4786 0.4786 SECOND 27.45 commercial FLOOR SHOP 201 1 53.61 0.00 53.61 0.6 0.6 PLAN 25.0651 SECOND 2.86 2.86 SHOP NO 4.06 4.06 commercial FLOOR 1 35.89 0.00 35.89 202 PLAN 0.6 0.6 SECOND 0.3797 0.3797 SHOP NO 14.3288 commercial FLOOR 1 58.49 0.00 58.49 203 PLAN 3.6624 3.6624 SECOND SHOP NO 0.4685 0.4685 commercial FLOOR 1 58.99 0.00 58.99 204 5.12 5.12 PLAN SECOND commercial FLOOR SHOP 205 1 104.86 0.00 104.86 2.78 2.78 Duct1 PLAN THIRD SHOP NO 0.6 0.6 commercial FLOOR 1 46.10 0.00 46.10 0.3724 0.3724 301 PLAN Proforma I : Area Statement 5.8654 0.23 LiftWell4 LiftWell2 LiftWell1 THIRD 1. Area of plot (Minimum area of a, b, c to be considered) or area of subplot with sanctioned layout No. 4.1806 4.53 4.1806 4.53 commercial FLOOR SHOP 302 1 31.03 0.00 31.03 799.92 0.0054 and subplot No. 4.43 2.2998 PLAN THIRD (a) As per ownership document (7/12, CTS extract) 801.80 0.1 SHOP NO 0.1125 0.1125 commercial FLOOR 1 50.85 0.00 50.85 0.45 0.05 303 (b) as per TILR or City Survey measurement sheet 801.80 17.1754 10.21 10.21 PLAN 0.6 6.4154 0.6 6.4154 11.1303 THIRD (c) as per Demarcated drawing area 799.92 BUILT-UP AREA CALCULATION THIRD FLOOR PLAN commercial SHOP NO BUILT-UP AREA CALCULATION FIRST FLOOR PLAN commercial BUILT-UP AREA CALCULATION SECOND FLOOR PLAN commercial commercial FLOOR 1 50.67 0.00 50.67 SCALE 1:100 SCALE 1:100 PLAN 304 LESS SCALE 1:100 BUILT-UP AREA CALCULATION GROUND FLOOR PLAN commercial 2.Area not in possession THIRD 0.00 SCALE 1:100 SHOP NO commercial FLOOR 1 54.65 0.00 54.65 305 3. Entire area (1-2) 799.92 PLAN PROP.SITE THIRD 4.Deductions for - SHOP NO UNDER REFERENCE commercial FLOOR 1 56.14 0.00 56.14 306 (a) Proposed D.P./ D.P. Road widening Area /Service Road / Highway widening 0.00 PLAN (b) Any D.P. Reservation area 0.00 (Total a+b) 0.00 5.Balance area of plot (3-4) 799.92 2 2 6. Amenity Space 0.00 0.60 0.60 16.36 (Applicable if (1) > 20000 sqmt - 5.89 CB 5.38 5.8900X0.6000 5.09 2.30 (3.5340 Sq.m) 2.00 (Required -(a) Upto 20000 sqmt - Nil - 1.20 TOILET TOILET 1.30 2.40X1.20 2.10X1.20 0.60 (b) Above 20000 sqmt - (a) + 5 % of Total area 0.00 AIR CONDITION PUMP ROOM 3.73 CB MAINTENANCE ROOM 3.06X3.22 7. Net Plot Area (5-6 ) 799.92 2.3800X0.60002.38 4.62x3.22 (1.4280 Sq.m) SHOP 306 8. Recreational Open Space - CB 8.01X7.04 2.3414X0.0000 SHOP 305 0.60 (a) If area (6) is more than 4000 sqmt - 10 % of (6) is required. 0.00 (52.8613 Sq.m) (1.2891 Sq.m) 7.79X7.04 DP PLAN 2.34 (51.9220 Sq.m) scale 1:4000 Proposed___ 0.00 WATER TANK 0.51 4.89 0.53 (b) If area is less than 4000 sqmt -Check - - Tower slab Lvl 0.45 i) If it is full number like 1,2,125,419,etc. As per 7.12 abstract or City Survey Number - No Recreational - 2.40 M.S PIPE TOILET POLYCARBONATE SHEET open space is required 2.00X1.20 0.30 DN 0.60 DN Terrace Lvl 0.15 3"X3" MS PIPE 9"BRICK WORK ii) If it is subdivision like 1/2 ,2/5 , 125/1 419/1 etc.then recreational open space is required. - 3.00 1 1 1 1 2.72 0.75 (A) 10 % Subject to minimum 200 sqmt 0.00 1.20 1.20 UP E.DUCT UP E-DUCT 3.30 1.20X1.10 1.20X1.10 BRICK WORK CB Terrace Lvl HIGHT = 3.30 Proposed ______________ 0.00 5.17 0.92 RISER = 0.157X21 = 3.30 TOILET 5.1700X0.6000 TREAD = 0.30 M.S.GATE 2.00X1.20 (3.1020 Sq.m) SCALE: 100 (B) Exemption to leave open space subject to availing basic F.S.I of 75 % - 3rd slab Lvl 3.30 3.30 25.07 SHOP 304 C14 P.C.C.COPING (C) Exemption to leave open space subject to payment of 10 % land value of land at (7) as per annual CW_HT CUPBORD CUPBORD BALCONY 5.65X9.00 M.S RAILING - (47.9485 Sq.m) 0.16 CW_WIDTH thk.BK.WALL statement of rate. 0.38 27.45 3.30 CUPBORD BRICK WORK GL. CB SHOP 302 LIVING/KITCHEN BEDROOOM LIVING/KITCHEN 2.8617X0.0000 0.60 3rd slab Lvl HIGHT = 3.30 .45 thk.STONE WALL. 5.38X5.77 RISER = 0.157X21 = 3.30 TREAD = 0.30 P.C.C. STUDY (1.2136 Sq.m) (28.1321 Sq.m) Certificate of Area: E-DUCT ACP SHEET 2nd slab Lvl COMPOUND WALL Certified that the plot under reference was surveyed by me on 2021-08-01 and the dimensions of sides etc. of plot stated 3.30 3.30 CUPBORD DUCT CUPBORD 4.06 C14 ms pipe ms pipe DETAIL onplan are as measured on site and the area so worked out tallies with the area stated in document of Ownership/ T.P. 15.00 M.S RAILING SCALE: 100 0.15 0.90 Scheme Records/Land Records Department/City Survey records. 3.60 BRICK WORK TOILET ots TOILET CUPBORD LIVING/KITCHEN BEDROOOM LIVING/KITCHEN BALCONY 15.00 2.02X1.20 2.00X1.20 2nd slab Lvl HIGHT = 3.60 Signature 0.85 RISER = 0.163X22 = 3.60 TREAD = 0.30 (Name of Architect/ Licensed Engineer/ Supervisor.) 13.80 R.C.C PARDI P OTS P 3.60 3.60 3.60 1st Slab Lvl 0.45 0.30 Owner's Declaration - C14 GLASS C11 A A 10.7000X2.2000 SHOP 301 S ots (23.5400 Sq.m) S CB 0.30 0.15 WATER STORAGE REQUIREMENT I/We undersigned hereby confirm that I/We would abide by plans approved by Authority / Collector. I/We would execute the 5.12 CB S S BRICK WORK 5.1200X0.6000 5.66X9.04 CHAMBER 101 CHAMBER 101 3.60 OVER HEAD WATER TANK REQUIRED structure as per approved plans. Also I/We would execute the work under supervision of proper technical person so as to 3.60 A A 2.7816X0.0000 (43.2571 Sq.m) G G (3.0720 Sq.m) polycarbonate 1st Slab Lvl 0.74 0 TENEMENT = 0 PERSON X 45.00 .Ltr (1.1608 Sq.m) E E SHOP 303 dome 0.90 HIGHT = 3.60 RISER = 0.163X22 = 3.60 TREAD = 0.30 0.00Ltr ensure the quality and safety at the work site. 5.65X9.04 R.C.C PARDI 1364 TENEMENT = 1364 X 356 PERSON X 45.00 .Ltr (48.1649 Sq.m) 3.60 3.60 16020.00Ltr R.S ACP SHEET Plinth Lvl Owner (s) name and signature C11 R.S R.S R.S C14 1.20 0.60 Lift Well 16020.00 Ltr. X 1.50=24030.00 Ltr Architect/ Licensed Engineer/ Supervisor name and signature LIFT 1.60X2.10 1.60X2.10 CHAMBER 001 Ex Road Lvl +-0.00 PROPOSED-O.H.W.T = 34000.00 .Ltr (3.36 Sq.m) Plinth Lvl HIGHT = 1.97 UGR Prop:25000.00 Registration No. of 1.80 RISER = 0.15X13 = 1.97 TREAD = 0.30 4.53 1.20 Architect/License Basement Lvl +-0.00 3.11 no. of Licensed 2.44 Ex Road Lvl C14 C11 ELEVATION Job No. Drawing No. Scale Drawn by Checked by Engineer/ 1.45M WIDE BALCONY 1.80 EXTRA P.C.C 1.38 SCALE 1:100 Natural Sand filling BAL BAL Basement Lvl BASEMENT Supervisor 17.23 SECTION 1-1 2.00 11.00 SCALE 1:100 Natural Sand filling MCK/R/2019/APL/0 FREE BOARD 18000 SUMP WELL LITRES CAPACITY. 0093 2 2 SECTION 2-2 SCALE 1:100 SECTION THROUGH LEGENDS: 22.26 PLOT BOUNDRY SHOWN - WHITE THIRD FLOOR PLAN U. WATER TANK. THIRD FLOOR PLAN TERRACE FLOOR PLAN PROPOSED WORK SHOWN - RED SCALE 1:100 SCALE 1:100 12' WIDE SERVICE LINE DRAINAGE LINE SHOWN - YELLOW LIGHT WATER LINE SHOWN - BLUE DOTTED ENCLOSED BAL SHOWN - BROWN 2.00 3.10 3.10 RHT PLAN OF UNDERGROUND TERRACE SHOWN - DARK YELLOW 2 2 2 2 S.T. WATER STORAGE TANK OPEN BAL SHOWN - BRAWN 16.36 16.36 3.00 EXSTING SHOWN - BLUE HATCHED 0.60 0.60 SCALE: 100 3.46 16.36 3.46 16.36 1.00 1.00 5.89 1.00 1.00 CB 16.36 6.20 6.70 6.20 6.70 5.38 5.8900X0.6000 5.09 TOILET (3.5340 Sq.m) Lift Well TOILET TOILET TOILET LIFT PIT 2.39X1.20 LIFT TOILET Lift Well 1.65X1.80 1.8000X1.6500 2.3000X1.1169 2.40X1.12 2.4377X0.0000 2.40X1.08 (2.8447 Sq.m) 1.65X1.80 LIFT TOP SLAB (2.9700 Sq.m) (2.5690 Sq.m) 1.8000X1.6500 (2.6049 Sq.m) 0.60 Ø16mm. m.s. Hook CP CP TOILET 2.4346X1.23 (2.9700 Sq.m) CB 7.50 3.00 M/C ROOM ENT. MANHOLE Postal Address : gourkashan ro 2.38 CP CP CP CP 2.20 (2.9710 Sq.m) LOUVERED TYPE RAILING/GRILL 2.3800X0.6000 ad ,chandur ,akola,VIDYA NAGAR VENTILATION SP SP (1.4280 Sq.m) 2836 KGS. TOTAL IMPACT LOAD SHOP 205 7.27 0.47 OUTLET UP 16.01X7.04 0.60 M/C ROOM INLET BAFFLE DN LEVEL BK.WALL (102.1526 Sq.m) CB 10.74 2.5056X0.4741 UP LIMIT SWITCH P.C.C. (1.1880 Sq.m) CROSS SECTION 2.51 4.89 3.00 .23 thk.BK.WALL DESCRIPTION OF PROJECT : 0.38 VENT PIPE 1.05 3.00 MANHOLE Type of Proposal : Mixed ST_WID SP TOILET SP SP SP UP STORE 1.20X1.80 DN STORE 1.20X1.80 DN TOILET 2.1000X1.2000 2.10X1.20 (2.5200 Sq.m) 0.60 OUTLET BUILDING ON CTS. NO./SURVEY NO.- 36 1 SP 1 1 1 1 3.46 1 1 3.00 1 PROPOSED INLET ST_LEN 1.50 THIRD UP DN FL CONSTRUCTION SEPTIC TANK DETAIL E-DUCT E.DUCT UP UP 21.07 1.20X1.10 E-DUCT 1.20X1.10 1.20X1.10 SCALE: 100 C12 CB 5.17 0.93 TOILET 23.18 26.00 SITE ADDRESS : TOILET 5.1700X0.6000 2.0089X1.1997 2.00X1.20 (3.1020 Sq.m) CP (2.4101 Sq.m) GOVT MILK 25.51 SHOP 204 SCHEM 35.00 35.00 GOVT MILK DAIRY, MURTIJAPUR ROAD , AKOLA 6.56X9.00 SECOND FL (56.1385 Sq.m) 27.50 CHAMBER 01 27.45 27.45 16.69X25.20 0.47 CP (339.7694 Sq.m) CHAMBER 02 SHOP 202 6.30X5.77 0.60 PLOT NO SP 16.77X27.12 (32.9982 Sq.m) (395.4874 Sq.m) 8.77CB CB 2.8600X0.3900 2.8600X0.4786 2.86 P A 8 FIRST FL 4.06 SP SP (1.1154 (1.3687 Sq.m) Sq.m) S S 3.30 15.00 A SP G 3F 0.38 TOILET TOILET SP TOILET 2.1557X0.0000 2.12X1.20 E 3.0 TOILET 2.0000X1.2000 Name Of Engineer : AJAY GAJANAN BHORE 14.33 2.00X1.20 (2.5041 Sq.m) M (2.4000 Sq.m) 0.60 CP W GROUND FL ADDRESS OF OFFICE I SP RAMP D 3.30 E SP CP 14.40 RS CB 5.1200X0.6000 5.12 2F OFFICE : SP (3.0720 Sq.m) 3.68 CB CB SHOP 201 SHOP 203 BESEMENT MAULI CONSTRUCTION ,NEAR MUKHARJI BANGLO 15.00 6.57X9.04 6.57X9.04 SP FL 2.16 SP 2.7800X0.3724 2.7800X0.4685 (50.7667 Sq.m) (55.8020 Sq.m) SP RS 3.74 o[ening/fix glass plinth slab to beam bottom (1.0354 (1.3026 Sq.m) Sq.m) PLINTH LEVEL 3.60 W ,RAUT WADI AKOLA 0.60 DOWN LIMIT 1F SWITCH Lift Well LIFT WELL LIFT Lift Well Lift Well 15.40 2.33 1.88 1.60X2.10 RAMP ABOVE 1.60X2.10 RAMP (3.36 Sq.m) 1.60X2.10 1.60X2.10 3.04 commercial THIS ROOM plaster work for (3.36 Sq.m) (3.36 Sq.m) RS 11.13 RS 6.10 elevation 4.49 1.45 2.00 SECTION THROUGH LIFT WELL OWNERS SIGN: G.I. OF Plinth TECHNICAL PERSON SIGN 2.30 LIFT 2.00 2.40 3.60 SP SP SP SP SP SP SP SP OTTA 0F 1.2X1.2 1.56M WIDE PASSAGE 1.45M WIDE BALCONY 5.90 Signature Not Verified 4.50 RAMP BAL BAL BAL 17.23 4.56 4.00 UGR DN 17.23 17.23 Digitally signed by AJAY GAJANAN BHORE TO Date: 2021.11.30 11:11:29 IST UP 1.20 Reason: Architect DSC BS Verified by applicant SECTION VIEW - commercial Location: Akola Municipal Corporation 2 2 -1.80 2 2 30.0M WIDE ROAD -1F SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP SP STILT FLOOR PLAN GROUND FLOOR PLAN FIRST FLOOR PLAN SECOND FLOOR PLAN SECOND FLOOR PLAN 23.46 SCALE 1:100 Date: 18/10/21 FIRST FLOOR PLAN STILT FLOOR PLAN SCALE 1:100 GROUND FLOOR PLAN SCALE 1:100 SCALE 1:100 30 M WIDE ROAD SCALE 1:100 commercial JOB No. DDMCO-21-ENTRY-04115 SITE PLAN N SCALE 1:200 N SUBMISSION DRAWING