RESIDENTIAL FLOOR WISE BUILT UP AREA - RESIDENTIAL Stamps of Approval of plan BALCONY (15%) TERRACE (20%) LIFT TOTAL B/up Area Total Tene. Total Tene. Total Tene. Signature Not Verified EXISTING FSI AREA FSI AREA FLOORS Flat No. Flat Type BUILDING FLOORS COMM. RESI. IND. COMM. RESI. IND. SPECIAL MEZZ. PERM. PROP. EXCESS PERM. PROP. EXCESS FSIAREA + Bal. In Sq.Mt Above 100 50 To 100 Up To 50 RESIDENTIAL PARKING FLOOR 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 Mixed 1 LinkedCarpetArea2 177.96 1.00 0.00 0.00 RESIDENTIAL TYPICAL FIRST TO FOURTH FLOOR 0.00 0.00 0.00 0.00 683.04 0.00 0.00 0.00 102.46 140.80 38.34 136.61 0.00 0.00 9.08 721.38 TOTAL 1.00 0.00 0.00 W1 Total 0.00 0.00 0.00 0.00 683.04 0.00 0.00 0.00 102.46 140.80 38.34 136.61 0.00 0.00 9.08 721.38 Digitally signed by PRADIP 1.500 JAGTAP 2.500 2.500 PASSAGE STAIRCASE TOWER Date: 2020.05.20 14:24:20 IST L Reason: Approved Drawing Plan TERRACE LVL. 2.85 + 14.55 mt. BALCONY CALCULATION IN SQ.MT 1.000 RESIDENTIAL 2.850 2.850 TREAD - 250 MM RISER - 150 MM PASSAGE BEDROOM TOILET PAGGAGE TOILET BEDROOM FLOOR TYPICAL FIRST TO FOURTH SQ.M. 1.00x5.58 FLOOR 1 NO. AREA 5.57 Location: Wardha Municipal Council FOURTH PLANTERS PLANTERS 1.00x5.57 1 5.57 FL. + 11.70 mt. I SUNK SLAB SUNK SLAB 2.85 1.00x5.58 1 5.57 1.00x5.58 1 5.57 1.000 6.46x1.00 1 6.46 2.850 2.850 TREAD - 250 MM BEDROOM TOILET PAGGAGE TOILET BEDROOM RISER - 150 MM 6.46x1.00 1 6.46 PASSAGE THIRD PLANTERS PLANTERS TOTAL = 35.20 FL. SUNK SLAB SUNK SLAB 2.85 + 8.85 mt. F 1.000 BALCONY CALCULATION IN SQ.MT RESIDENTIAL 2.850 2.850 TREAD - 250 MM BEDROOM TOILET PAGGAGE TOILET BEDROOM RISER - 150 MM PASSAGE FLOOR SQ.M. NO. AREA SECOND TYPICAL FIRST TO FOURTH 1.00x5.58 FLOOR 1 5.57 PLANTERS PLANTERS FL. 1.00x5.57 1 5.57 SUNK SLAB SUNK SLAB 2.85 + 6.00 mt. 1.00x5.58 1 5.57 1.000 1.00x5.58 1 5.57 2.850 2.850 TREAD - 250 MM T BEDROOM TOILET PAGGAGE TOILET BEDROOM 6.46x1.00 1 6.46 RISER - 150 MM PASSAGE 6.46x1.00 1 6.46 FIRST PLANTERS PLANTERS FL. TOTAL = 35.20 2.70 SUNK SLAB SUNK SLAB + 3.15 mt. 1.000 2.700 2.700 0.15 TREAD - 250 MM RISER - 150 MM PASSAGE PARKING FL. 11.1 + 0.00 mt. 5.0 cm. Thk. Cement Concrete.( 1:2:4 ) 7.5 cm. Thk. Cement Concrete.( 1:5:10 ) 5.0 cm. Thk. Sand Filling Murum / Boulder Filling MB FILLING FRONT ELEVATION SCALE :- 1:100 SECTION 'SS' SCALE :- 1:100 SECTION 'KK' SCALE :- 1:100 PLOT NO. 82 20.117 4.500 11.116 4.501 9.000 22.233 9.001 20.0 20.0 4.961 4.961 K WATER 0.115 0.230 0.115 4.000 SUMP 1.000 3.000 W1 3.000 W1 1.000 9.921 4.96 PLOT NO. 81 9.921 0.600 0.600 1.000 WARDROBE WARDROBE 1.000 0.230 0.230 CAR 2.500 005.2 RAC CP 4.50 4.50 CP 3.000 3.345 3.000 PLOT NO. 78 W1 W1 OHT 4.500 005.4 D3 D3 D2 D2 0.115 D2 D2 0.115 PROPOSED 11.1 9.435 9.435 CONSTRUCTION 2.115 2.115 CYCLE CYCLE CYCLE CYCLE CYCLE CYCLE CYCLE ELCYC ELCYC ELCYC ELCYC ELCYC ELCYC ELCYC W2 D3 D3 W2 Bicycle Bicycle V1 V1 V1 V1 ELCYC ELCYC ELCYC ELCYC ELCYC ELCYC ELCYC 0.115 D2 D2 0.115 BUILT UP AREA CALCULATION Bicycle Bicycle Bicycle FOR TYPICAL FIRST TO FOURTH FLOOR RESIDENTIAL 1.00Mt 1.00Mt SP SP SP SP 2.000 2.000 AREA NAME LENGTH WIDTH Area(Sq.M) WIDE WASH WIDE WASH 3.000 W1 W1 3.000 BLOCK 11.12 20.01 222.45 2.700 1.880 BLOCK AREA TOTAL =222.45Sq.M D1 D1 DUCT0 2.40 3.00 7.20 0.230 0.230 DUCT1 2.40 3.00 7.20 0.230 0.230 0.670 0.750 PASS(P)0 --> --> 17.42 29.870 DN 2.860 0.230 0.150 20.010 20.010 W1 S LIFT(R)0 1.51 1.50 2.27 1.880 LIFT S 1.500 X 1.500 W1 UP 2.400 2.400 1.500 1.500 Enclosed Balcony Deduction UP EBAL0 1.00 5.58 5.57 59.741 40.020 40.020 59.741 0.230 0.230 11.117 EBAL1 1.00 5.58 5.57 0.230 0.230 D1 D1 EBAL2 6.46 1.00 6.46 TOTAL =17.61Sq.M 3.000 1.00Mt 1.00Mt 3.000 W1 W1 Total Deduction =51.70Sq.M 2.000 2.000 WIDE WASH WIDE WASH Net BuiltUp Area=170.75Sq.M 005.2 2.500 0.230 V1 V1 V1 V1 2.000 2.000 3.000 7.714 7.714 W2 D3 D3 W2 PLOT NO. 79 0.115 0.115 RACP D2 D2 D2 D3 D3 D2 SEPTIC 005.4 4.500 C CP CAR TANK 3.000 3.000 W1 W1 0.230 0.230 Parking Floor 1.000 1.000 WARDROBE WARDROBE 0.600 0.600 LEGENDS: SCALE :- 1:100 W1 W1 PLOT BOUNDRY SHOWN WHITE 1.000 2.098 3.000 3.000 2.098 1.000 PROPOSED WORK SHOWN RED 4.900 4.900 0.230 0.115 0.230 0.115 0.230 PLOT NO. 80 DRAINAGE LINE SHOWN YELLOW LIGHT K 11.116 UGT RWHT WATER LINE SHOWN BLUE DOTTED ENCLOSED BAL SHOWN BROWN Typical First to Fourth Floor TERRACE SHOWN DARK YELLOW 9.800 4.90 9.800 OPEN BAL SHOWN BRAWN SCALE :- 1:100 EXSTING SHOWN BLUE HATCHED CERTIFICATE OF AREA 4.500 11.116 4.500 CERTIFIED THAT THE PLOT UNDER REFERENCE WAS SERVEYED BY ME ON -- / / AND THE DIAMENSIONS OF SIDES etc. OF PLOT 20.117 STATED ARE MEASURE ON SITE AND THE AREA SO WORKED OUT TALLIES WITH THE AREA STATED IN DOCUMENT OF OWNERSHIP / T.P SCHEME RECORD / LAND RECORD / CITY SURVEY RECORDS. 9.000 22.233 9.001 NAME OF OWNER: AKBARALI BADRUDDIN HUSSAIN AND ONE Address - TILAK CHAWK WARDHA 40.234 Phone No. - 7387011789 DESCRIPTION OF PROJECT : PROPOSAL NO.- 1 PROPOSED RESIDENTIAL BUILDING ON CTS. NO./SURVEY NO.- 32 SCALE :- 1:100 TAL. WARDHA MUNICIPAL COUNCIL SITE ADDRESS : PLOT NO. 80/81 SURVEY NO. 35 Plot No - 80/81 NAME OF ARCHITECT : SWAPNIL KHEDIKAR LOGO OF ARCHITECT : ADDRESS OF OFFICE Project Details OFFICE : Building Type - DETACHED NAGPUR Zone Type - RESIDENTIAL ZONE(R2) PARKING STATEMENT Location - NON CONGESTED Ward No - MANHOLE WATER STORAGE REQUIREMENT Corporation House No. - OWNERS SIGN: ARCHITECTS SIGN: SCHEDULE OF OPENING: TENAMENT PARKING NO.OF REQUIRED PROPOSED FREE BOARD SUMP WELL 18000 LITRES CAPACITY. OVER HEAD WATER TANK REQUIRED 16 TENAMENT = 16X 5 PERSON X 135.0 Ltr. Cts No./Servey No. - 32 Sheet No. - AREA RATIO TENA. PARKING PARKING OUTLET = 10800.00 Ltr. NAME LENGTH HEIGHT NOS. INLET BAFFLE BK.WALL FOR 2 TENA. ABOVE 100 S.MT. 2:2:2 1.00 2:2:2 -- M.S.GATE P.C.C. SECTION THROUGH PREMIUM STATEMENT V1 0.45 1.20 8 SCALE: 100 CROSS SECTION U. WATER TANK. UNDER GR. WATER TANK REQUIRED P.C.C.COPING = 10800.00 Ltr. X 1.5 = 16200.00 Ltr. S.NO. DESCRIPTION AREA -- CW_HT W1 1.80 1.20 4 CW_WIDTH thk.BK.WALL VENT PIPE .23 thk.BK.WALL PROPOSED - O.H.W.T = 11000.00 LTS. U.G.W.T. = 16400.00 LTS. GL. MANHOLE 1. TOTAL PAID F.S.I. CONSUMED 61.38 SCALE 1:100 100 -- ST_WID .45 thk.STONE WALL. P.C.C. STUDY OUTLET 2. TOTAL ENCLOSED BALCONY 140.80 JOB No. JobNO chkby -- COMPOUND WALL PLAN OF UNDERGROUND INLET ST_LEN DETAIL WATER STORAGE TANK SEPTIC TANK DETAIL 3. TOTAL PROPOSED TERRACE 0.00 S U B M I S S I O N D R A W I N G TOTAL 2:2:2 4:4:5 SCALE: 100 SCALE: 100 SCALE: 100