SANITARY REQUIREMENT (PERMITTED) FSI DETAILS PROJECT TYPE - Building Development 1 No. W.C. FOR EVERY 25 PERSONS PREMIUM 56.97(P) R.W.H SITE U/R DESIGN OF GATE 1 No. URINAL FOR EVERY 25 PERSONS 2 - INDEX TOTAL IN BASIC FSI FSI/ADDIT- -SITU/TDR INCENTIVE FSI RESI ANCIL- NON RESI ANCIL- TOTAL INCLUSIVE HOUSING DRAWING LARY AREA LARY AREA (20%) IF APPLICABLE VALUE 4.00 Rear Margin PLOT GATE IONAL FSI 6.15 PLOT A-9 &10 1 No. WASHBASIN FOR EVERY 25 PERSONS S.W.S MALE-FEMALE RATIO 1:1 SEAL OF APPROVAL MAN HOLE STONE SLAB COVER 2.1 - PERMISSIBLE 1.00 1.00 0.00 0.00 0.00 0.00 3.00 0.00 0.00 6.23 38.00 M.WIDE PCC 1:2:4 FIRST CLASS BRICK EDGEING OCCUPANT LOAD = 10 PERSONS PER 100 SQ.M. OF 6.03 INDEX KALYAN BADLAPUR ROAD COVERED AREA INSPECTION 2.2 - EXISTING CONSUMED Digitally signed by RAMESH PATIL 0.00 0.00 0.00 0.00 0.00 0.00 0.00 00.00 0.00 DN: cn=RAMESH PATIL c=IN 1.50 160Ø PVC PIPE SANITARY REQUIREMENT (PROPOSED) ENTRANCE GATE ELEVATION INDEX RAMES o=MAHARASHTRA INDUSTRIAL NALLA INLET OA D A-10 B-1 BAFFLE WALL 2.3 - BALANCE INDEX TO DEVELOPMENT CORPORATION A1 FLOOR No. OF W.C. No. OF No. OF 18.0 M W.R ou=MAHARASHTRA INDUSTRIAL CHAMBER 1.00 0.00 0.00 0.00 0.00 0.00 1.00 00.00 0.00 4.00 Side2 Margin Margin PLOT BRICK BALLAST OUTLET TO COPING URINAL WASH BASINS DEVELOPMENT COPRORATION 18.00 M WIDE ROAD 50 TO 80mm NOMINAL SIZE BE CONSUME H PATIL SOAK PIT Reason: I am the author of this 0.90 3.00 A-02 GR FL. 31 - 31 A-9 SEPTIC TANK R.C.C. JALI 2.4 - TOTAL PERMISSIBLE document B-2 1.50 1ST FL. 31 - 31 Location: 54.20(P) OPEN A2 IN HONEY COMPMASONRY 2ND FL. 16 - 16 3219.00 0.00 0.00 0.00 0.00 2575.20 5794.20 00.00 0.00 Date: 2024-02-11 19:23+05:30 BRICK BALLAST 600x600 INLET CHEMBER BUILT G.L. COPING PLINE AREA AUTH_SIGN TO SKY TOTAL 78 Nos. 00 Nos. 78 Nos. A-8 TOTAL PERMISSIBLE FOR 57.08(P) 0.60 1.5 A3 PLAN OF SOAK PIT FRONT WALL 43.87 B-3 SECTION OF SEPTIC TANK EQ. EQ. EQ. 0.60 EQ. EQ. EQ. REDEVELOPMENT AREA 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 00.00 G.L. (PLINE AREA) CONSTRUCTION AREA STATEMENT 4.00 Side1 Margin Margin PLOT A-7 PCC 1:2:4 STONE SLAB COVER FIRST CLASS BRICK EDGEING SIDE AND REAR WALL FLOOR BUILT UP AREA 2.5 - PROPOSED PLINE A4 5785.70 6.00 B-4 COMPOUND WALL DETAIL AREA (SHOULD NOT) 3219.00 0.00 0.00 0.00 0.00 2566.70 5785.70 00.00 GR. FLOOR 1812.36 SQ.MT. 160Ø PVC PIPE EXCEED 2.4) PROJECT INFORMATION A-1 (A-9&10) A-01 A-6 SOAK PIT 1ST FLOOR 1983.09 SQ.MT. Building Height : 15.00 Mtrs A5 CASE TYPE NEW 1.50 GATE No of Floors : 3 OUTLET TO OVER FLOW TO CITY DRAIN OUTLET TO 2ND FLOOR 1990.25 SQ.MT. 2.6 - INDEX CONSUMED 1.00 0.00 0.00 0.00 0.00 0.80 1.80 00.00 1.80 OAD LOCATION Non-Congested Area 18.0 M W.R SOAK PIT SEPTIC TANK SOAK PIT INLET INSPECTION FILTER 0.30 TOTAL 5785.70 SQ.MT. MIXED CLASS DRY BRICK BALLAST PLOT USE Industrial Buildings 8.40 HONEY COMB SHAFT 50 TO 80mm NOMINAL SIZE ROAD0.30 (U/G)TANK(1) N CHAMBER CHAMBER BAFFLE WALL BRICK BATS 0.23 SECTION THROU 0.23 BUILT UP AREA STATEMENT BUILDING WISE FSI STATEMENT FLOOR WISE FSI STATEMENT: A (A-9&10) PLOT SUB USE AREA STATEMENT IT / ITES SQ. M. 6.03 LOCATION PLAN BRICK BALLAST 23.20 GATE (DRAIN) FLOOR BUILT UP AREA 1. AREA OF PLOT 46.11 1.50 4.16 FSI AREA FSI AREA 3219.00 6.02 5.00 Front Margin PLOT 6.00 SCALE 1:2500 GR. FLOOR 1812.36 SQ.MT. BUILDING BALC PASS STAIR LIFT TENE BUILDING BALC PASS STAIR LIFT TENE (Minimum area of a, b, c to be considered excluding NIP) GATE GATE EQ. EQ. EQ. 0.60 EQ. EQ. EQ. RESI NON RESI RESI NON RESI (a) As per ownership document (7/12, CTS extract) 58.90(P) 0.00 PLAN OF SEPTIC TANK SECTION OF SOAK PIT 1ST FLOOR 1983.09 SQ.MT. Triangulation (Scale - 1:500) 2ND FLOOR 1990.25 SQ.MT. A-1 (A-9&10) Total 0.00 0.00 5785.70 442.36 5785.70 442.36 0.00 137.08 85.59 0.00 137.08 85.59 0 0 TERRACE FLOOR SECOND FLOOR 0.00 0.00 0.00 0.00 1990.25 224.76 0.00 0.00 0.00 46.26 33.75 25.92 0 0 (b) as per measurement sheet 3219.00 (c) as per site 0.00 TOTAL 5785.70 SQ.MT. FIRST FLOOR 0.00 1983.09 217.60 0.00 45.41 25.92 0 2. DEDUCTIONS FOR Triangle Area 1.50 GROUND FLOOR 0.00 1812.36 0.00 0.00 45.41 0.00 0 BUILT UP AREA CALCULATION (a) Proposed D.P./ D.P. RW Area/Service Road /Highway 0.00 A-01 1596.26 WATER REQUIREMENT A FOR WATCHMAN'S CABIN SCHEDULE OF OPENING: A (A-9&10) LOWER GROUND FLOOR 0.00 0.00 0.00 0.00 0.00 0.00 0 (b) Any D.P. Reservation area 0.00 A-02 1625.53 REQD CAPACITY(LIT) PROP CAPACITY(LIT) 1.50 W/MAN'S A 1.50 X 1.50 X 2 NO = 4.50 SQ.MT. NAME LENGTH HEIGHT NOS. Total 0.00 5785.70 442.36 0.00 137.08 85.59 0 (Total a+b) 0.00 CABIN TOTAL BUILT UP AREA Total (PLOT) 3221.79 -NA- 799674.95 = 4.50 SQ.MT. RS 2.00 2.10 01 3. BALANCE PLOT AREA (1 - 2 ) 3219.00 38.00 M WIDE ROAD AREA LINE DIAGRAM OF RS 2.11 2.10 08 4. AMENITY SPACE (if applicable) WATCHMAN'S CABIN RS 3.51 2.10 07 FLOOR WISE CARPET AREA: A (A-9&10) (a) Required - 0.00 (b) Adjustment of 2(b), if any - 000.00 RS 3.68 2.10 12 FLOOR CARP. NAME CARP. AREA BAL. AREA TOTAL AREA (c) Balance Proposed - 0.00 RS 4.20 2.10 01 GROUND FLOOR PLAN 001 55.24 0.00 55.24 5. NET PLOT AREA (3-4(c)) 3219.00 RS 4.76 2.10 01 002 55.24 0.00 55.24 6. RECREATIONAL OPEN SPACE (if applicable) D1 1.20 2.10 52 003 55.24 0.00 55.24 (a) Required - 0.00 D3 0.80 2.10 75 004 55.24 0.00 55.24 0.00 (b) Proposed - D4 2.40 2.10 04 005 55.24 0.00 55.24 7. INTERNAL ROAD AREA 000.00 SCHEDULE OF OPENING: A (A-9&10) 006 55.24 0.00 55.24 LAYOUT PLAN (Scale - 1:500) 007 55.24 0.00 55.24 8. PLOTABLE AREA (if applicable) 000.00 PLOT NO. A-8 NAME LENGTH HEIGHT NOS. 9. BUILT UP AREA WITH REF. TO BASE F.S.I. 008 55.24 0.00 55.24 3219.00 V 0.60 1.20 77 AS PER FRONT ROAD WIDTH (Sr.no.5 x Base FSI) 56.86 RAINWATER W1 1.50 1.50 12 009 55.24 0.00 55.24 10. ADDITION OF FSI ON PAYMENT OF PREMIUM HARVESTING W2 3.51 3.00 08 010 55.24 0.00 55.24 (a)Maximum permissible premium FSI - based on road SYSTEM width / TOD Zone. 3219.00 W3 3.68 3.00 10 011 55.24 0.00 55.24 012 55.24 0.00 55.24 (b) Proposed FSI on payment of premium. 0.00 W4 5.18 3.00 02 GATE 013 36.86 0.00 36.86 11. IN-SITU AND TDR LOADING W4 5.19 3.00 02 (a)In-situ area against D.P. road [2.0 x Sr. No. 2 (a)],if any 0.00 UNDERGROUND SOLID WASTE MANAGEMENT SYSTEM W5 1.85 3.00 01 014 51.35 0.00 51.35 (b) In-situ area against Amenity Space if handed over ENTRY/ EXIT W5 2.11 3.00 07 015 51.35 0.00 51.35 000.00 [2.00 or1.85 x Sr. No. 4 (b)and /or(c)], 6.15 6.88 W5 2.50 3.00 01 016 51.35 0.00 51.35 (c)TDR area 0.00 OUTLET TO (d) Total in-situ / TDR loading proposed (11 (a)+(b)+(c)) 0.00 W5 2.50 4.00 01 017 51.35 0.00 51.35 SOAK PIT 7.1 018 51.35 0.00 51.35 12. ADDITIONAL FSI AREA UNDER CHAPTER No. 7 10000 LTR C W6 25.47 4.00 01 13. TOTAL ENTITLEMENT OF FSI 6.18 SEPTIC INSPECTION W7 5.18 4.60 02 019 51.33 0.00 51.33 TANK CHAMBER (a) [9 + 10(b)+11(d)] or 12 whichever is applicable 3219.00 59 29.74 0.90 14.25 0.89 W8 3.68 4.60 10 020 52.01 0.00 52.01 (b) Ancillary FSI (upto 60%or80% with payment of charges) 2575.20 15.15 W9 2.11 4.60 01 021 26.50 0.00 26.50 A W10 4.37 4.60 02 022 26.50 0.00 26.50 (c) Total entitlement (a+b) 5794.20 V WC 14. MAXIMUM UTILIZATION LIMIT OF F.S.I 1.40 1.58 1.40 D3 W11 5.19 4.60 01 023 26.50 0.00 26.50 1.80x1.25 (Building Potential) Permissible As Per Road Width 5794.20 18.44 9.00 2.30 W11 7.19 4.60 02 024 26.50 0.00 26.50 {(Reg. No. 6.1 or 6.2 or 6.3 or 6.4 as applicable)x1.6 or 1.8} 6.03 M.S.LOFT ITSS UNIT-019 025 74.83 0.00 74.83 6.60x3.51 12.15x3.51 RS 15. TOTAL BUILT-UP AREA IN PROPOSAL. 2.30 M.W. PASSAGE 2.85x2.11 026 27.76 0.00 27.76 (excluding area at sr.no.17 b) 0.90x2.11 VOID16 LOBBY 027 27.76 0.00 27.76 D1 PARKING CALCULATIONS (a) Demolished Area. 0.00 3.30x1.05 5.40x1.55 028 27.76 0.00 27.76 CAR SCOOTER CYCLE VISIT. PARKING (b) Existing Built-up Area. 0.00 18.00 M.WIDE ROAD RS IT UNIT-020 34 35 Reqd Prop Reqd Prop Reqd Prop Reqd Prop 029 27.76 0.00 27.76 IT UNIT-030 (c) Proposed Built-up Area (as per 'P-line') 5785.70 5.97x5.60 M.S.LOFT M.S.LOFT 5.07x5.60 1.50 FIRE TOWER FRD NaN 61 NaN 41 0 0 0 0 030 44.58 0.00 44.58 5.00x4.20 (c) Total (b+c) 5785.70 2.10x4.20 4.03x5.60 4.03x5.60 LOBBY TOILET 1 9.64 0.00 9.64 33 11 12 13 16. F.S.I. CONSUMED (15/13) FIRESTAIR1-4FL0 32 10 14 5.40x2.70 D1 M.S.LOFT ITSS UNIT-018 1.80 15 RS 31 9 6.60x3.51 12.15x3.51 RS PARKING STATEMENT should not be more than serial No.14 above.) 30 8 16 0.90x2.11 2.85x2.11 2.40 5.70 17 17. AREA FOR INCLUSIVE HOUSING, if any 2.00 M.W. PASSAGE 29 7 WC WC 28 6 18 WC NO. OF CARS SAY 1.80x1.25 SR.NO. FLOOR AREA IN SQ.MT. PROVIDED (a) Required (20% of Sr.No.5) 000.00 1.80x1.25 19 1.80x1.25 REQUIRED REQUIRED 0.75x2.65 0.75x2.65 27 5 D3 D3 D3 0.30x2.70 VOID8 VOID2 V V 26 4 20 V PARKING PROVIDED VOID17 25 3 21 1. 1 CAR PARKING 5785.70/100 = 57.86 CARS 58 CARS (b) Proposed 000.00 2 1 22 LIFT FIRE LIFT FOR 100 SQ.MT. B.U.A. V D3 D3 V 1.50 1.50 2.40x2.70 2.40x2.70 V D3 FLOOR STACK SURFACE TWO WHEELER CERTIFICATE OF AREA WC WC WC 1.50 0.30 PARKING PARKING PARKING 1.80x1.25 1.80x1.25 UP 1.80x1.25 2. TWO WHEELER PARKING 5785.70/100 = 57.86 T.W. CERTIFIED THAT THE PLOT UNDER REF. WAS SURVEYED ME & W1 24 23 M.S.LOFT ITSS UNIT-017 THE DIMENSIONS OF THE SIDES, ETC. STATED ON THE PLAN IT UNIT-029 M.S.LOFT M.S.LOFT IT UNIT-021 3. TWO WHEELER PARKING = 41 T.W. LOWER GR. FLOOR 38 23 41 T.W. ARE AS MEASURED ON THE SITE AND THE AREA SO WORKED FRD 6.60x3.51 12.15x3.51 RS 41 T.W. 5.97x3.51 4.03x3.51 4.03x3.51 5.07x3.51 D1 OUT TALLIES WITH THE AREA STATED IN THE DOCUMENT OF 0.90x2.11 2.85x2.11 58 - 41 = 17 T.W. TOTAL 61 CARS 41 T.W. RS 2.10x2.11 3.00x2.11 RS CITY SURVEY / TP RECORDS. 4. COMPOSITE PARKING 17/6 = 2.83 CARS 03 1CAR FOR 6 TWO WHEELERS IT & IT SUPPORT SERVICE STATEMENT 5. TOTAL PARKING REQIURED (58 + 03 CARS) 61 61 LEGEND 2.00 M.W. PASSAGE TOTAL BUILT UP AREA = 5785.70 100 % PLOT BOUNDARY SHOWN THICK BLACK RS IT UNIT-028 IT UNIT-022 RS 9.15 IT SUPPORT SERVICE = 2310.44 39.93 % ITSS UNIT-016 PROPOSED WORK SHOWN HATCHED RED 25.62 5.97x3.51 M.S.LOFT M.S.LOFT 5.07x3.51 D1 M.S.LOFT 6.60x3.51 12.15x3.51 RS IT BUILT UP AREA = 3475.26 60.07 % DRAINAGE LINE SHOWN RED DOTTED 2.10x2.11 4.03x3.51 4.03x3.51 3.00x2.11 0.90x2.11 2.85x2.11 WC WC WC WATERLINE SHOWN CYAN DOTTED IT SUPPORT SERVICE AREA SUMMARY EXISTING TO BE RETAINED HATCHED BLUE 1.80x1.25 1.80x1.25 1.80x1.25 AREA LINE DIAGRAM FOR GROUND FLOOR 0.75x2.65 0.75x2.65 D3 D3 D3 VOID1 VOID3 V V V FLOOR AREA (Sq.M.) PERCENTAGE DEMOLISHION SHOWN HATCHED YELLOW OPEN TO SKY 1.40 GR. FLOOR 1069.05 V V V 29.74 14.25 WC D3 D3 WC WC D3 1ST. FLOOR 438.03 1.80x1.25 1.80x1.25 1.80x1.25 02 2ND. FLOOR 803.36 IT UNIT-027 M.S.LOFT M.S.LOFT M.S.LOFT ITSS UNIT-015 10.89 IT UNIT-023 6.60x3.51 12.15x3.51 RS TOTAL 2310.44 39.93 % 2.00 M.W. PASSAGE 5.97x3.51 4.03x3.51 4.03x3.51 5.07x3.51 D1 V16 0.90x2.11 2.85x2.11 RS 2.10x2.11 3.00x2.11 RS 3.30 2.00 M.W. PASSAGE 1.05 OTS1 9.15x10.89 0.75 0.30 0.75 BUILT UP AREA CALCULATION OF IT SUPPORT SERVICE AT GROUND FLOOR 2.65 V8 V17 2.70 2.65 V2 A 46.11 X 15.45 X 1 NO = 712.40 SQ.MT. RS IT UNIT-024 RS IT UNIT-026 B 15.15 X 25.77 X 1 NO = 390.42 SQ.MT. M.S.LOFT M.S.LOFT 5.07x3.51 D1 M.S.LOFT ITSS UNIT-014 5.97x3.51 RS 4.03x3.51 4.03x3.51 3.00x2.11 6.60x3.51 12.15x3.51 I. TOTAL ADDITION = 1102.82 SQ.MT. 2.10x2.11 0.75x1.25 0.75x1.25 0.90x2.11 2.85x2.11 WC WC WC DEDUCTION 54.21 VOID7 VOID4 57.08 9.15 1.80x1.25 1.80x1.25 1.80x1.25 1. 0.90 X 1.40 X 1 NO = 1.26 SQ.MT. 25.62 D3 D3 D3 01 43.87 43.87 V V V 0.75 0.75 2. 3.90 X 3.66 X 1 NO = 14.27 SQ.MT. V 1.50 2.40 2.40 1.50 2.65 2.65 D3 D3 42.29 WC V1 V3 0.30 1.50 D3 II. TOTAL ADDITION = 15.53 SQ.MT. 1.80x1.25 3.30 WC 3.30 WC M.S.LOFT ITSS UNIT-013 B 1.50 3.90 TOILET 1 1.25x1.80 LIFT LIFT 3.90 0.30 1.25x 2.20x3.51 9.70x3.51 B DUCT AREA CALCULATION 10.89 2.19x3.30 2.40x2.70 2.40x2.70 2.15 1.25x2.15 2.85x2.11 O1 V RS D1. 2.65 X 0.75 X 5 NOS = 9.94 SQ.MT. DUCT 1.50 1.50 D2. 1.25 X 0.75 X 2 NOS = 1.88 SQ.MT. DUCT UP VOID6 UP VOID5 NALA W1 1.25x W1 1.25x D3. 0.75 X 2.65 X 2 NOS = 3.97 SQ.MT. DUCT IT UNIT-025 D2 M.S.LOFT 1.35 1.21 6.8 0.75 0.75 10.14x6.16 6.12x6.16 D4. 0.75 X 1.25 X 1 NO = 0.94 SQ.MT. DUCT RS V7 V4 43.87 2.10x4.76 D5. 1.25 X 1.21 X 1 NO = 1.51 SQ.MT. DUCT LOBBY 42.29 1.25 1.25 2.65 5.25x3.10 III. TOTAL DUCT AREA = 18.24 SQ.MT. 2.50 M.W. PASSAGE 2.50 M.W. PASSAGE EXIT 1.25 1.25 TOTAL ITSS AT GROUND FLR. (I-II-III) = 1069.05 SQ.MT. D1 V6 V5 2.65 2.65 1.25 2.65 1.25 2.65 2.65 6.00 1.35 1.21 0.75 0.75 0.75 0.75 0.75 D1 D1 D1 D1 D1 D1 D1 D1 D1 VOID9 VOID10 VOID14 VOID11 VOID15 VOID12 VOID13 2.65 15.15 2.65x0.75 2.65x0.75 1.25x0.75 2.65x0.75 1.25x0.75 2.65x0.75 2.65x0.75 V V V V V V V V V V V V 1 1.40 V9 V10 V14 V11 V15 V12 V13 WC WC WC WC WC WC WC WC WC WC WC WC 2.65 2.65 1.25 2.65 1.25 2.65 2.65 0.90 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 0.75 0.75 0.75 0.75 0.75 0.75 0.75 1.80 1.80 1.80 1.80 1.80 1.80 1.8 1.80 1.80 1.80 1.80 1.80 1.80 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 2.65 +0.30 15.60 0.75 M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT M.S.LOFT A-Block ITSS UNIT-001 ITSS UNIT-002 ITSS UNIT-003 ITSS UNIT-004 ITSS UNIT-005 ITSS UNIT-006 ITSS UNIT-007 ITSS UNIT-008 ITSS UNIT-009 ITSS UNIT-010 ITSS UNIT-011 ITSS UNIT-012 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 3.68x6.68 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 2.28x0.90 25.77 ITSS UNIT-013 TO ITSS UNIT-019 15.60 B BUILDING LINE ABOVE BUILDING LINE ABOVE D3 2.65 46.11 0.75 46.11 ITSS UNIT-001 ITSS UNIT-002 ITSS UNIT-003 ITSS UNIT-004 ITSS UNIT-005 ITSS UNIT-006 ITSS UNIT-007 ITSS UNIT-008 ITSS UNIT-009 ITSS UNIT-010 ITSS UNIT-011 ITSS UNIT-012 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 3.68x12.60 BUILT UP AREA CALCULATION FOR GROUND FLOOR 0.75 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 Polygon Area D4 1.25 PROPOSED WORK A-Block 2022.83 01 33.59 3.66 2 1.25 02 48.11 D5 1.21 3.90 O1 99.66 V1 1.99 OWNERS NAME & SIGN ARCH.NAME,SIGN & ADD V2 1.99 MR RADHESHYAM J GUPTA Apices Studio Pvt Ltd 0.75 D1 0.75 D1 0.75 D2 0.75 D1 0.75 D2 0.75 D1 0.75 D1 RS RS RS RS RS RS RS RS RS RS RS RS V3 1.99 2.65 2.65 1.25 2.65 1.25 2.65 2.65 6.03 6.55 ARCH_ADD V4 0.94 46.11 V5 1.51 BUILDING LINE ABOVE BUILDING LINE ABOVE V6 1.69 V7 0.94 OWNER_SIGN ARCH_SIGN 6.02 A ± 0.00 M LVL. C 6.00 V8 1.99 ITSS UNIT-001 TO ITSS UNIT-012 PROJECT INFORMATION V9 1.99 15.45 PLOT NO : KANSA-A-10,KANSA-A-9 V10 1.99 A USE : Industrial Buildings V11 1.99 SUBUSE : IT / ITES V12 1.99 NODE : CTS/CS V13 1.99 SECTOR NO : V14 0.94 PLOT ADDRESS : CTS/CS:,Block No:,,Plot No:KAN SA-A-10,KANSA-A-9,Road/Street: GATE GATE V15 0.94 ENTRY/ EXIT ENTRY/ EXIT V16 3.47 PERMIT NO PERMIT_NO 58.91 V17 0.81 INWARD NO SWC/6/521/2023 Total 1812.36 46.11 0818/927121 GROUND FLOOR PLAN SCALE 1:100 38.00 M.WIDE ROAD AREA LINE DIAGRAM OF IT SUPPORT SERVICE AT GROUND FLOOR SCALE 1:200 KEY NO 0568 SCALE 1:100 DATE 16-01-2024 SHEET NO 1 / 4 FLOOR WISE CARPET AREA: A (A-9&10) FLOOR WISE CARPET AREA: A (A-9&10) PROJECT TYPE - Building Development AREA LINE DIAGRAM FOR FIRST FLOOR BUILT UP AREA CALCULATION AREA LINE DIAGRAM FOR SECOND FLOOR BUILT UP AREA CALCULATION FLOOR CARP. NAME CARP. AREA BAL. AREA TOTAL AREA FLOOR CARP. NAME CARP. AREA BAL. AREA TOTAL AREA FIRST FLOOR PLAN 101 85.58 0.00 85.58 SECOND FLOOR PLAN 201 85.58 0.00 85.58 1.40 FOR FIRST FLOOR 1.40 FOR SECOND FLOOR 1.50 29.89 14.25 1.50 29.89 14.25 102 60.38 0.00 60.38 202 60.38 0.00 60.38 SEAL OF APPROVAL Polygon Area Polygon Area 103 60.38 0.00 60.38 203 60.38 0.00 60.38 01 A-B1 01 A-B2 104 60.38 0.00 60.38 204 60.38 0.00 60.38 A-Block 2022.83 A-Block 2022.83 01 48.14 01 48.14 105 60.38 0.00 60.38 205 60.38 0.00 60.38 1.00 Digitally signed by RAMESH PATIL V14 V9 5.49 5.49 3.30 02 33.59 3.30 02 33.59 106 60.38 0.00 60.38 206 60.38 0.00 60.38 RAMES DN: cn=RAMESH PATIL c=IN o=MAHARASHTRA INDUSTRIAL 1.05 1.05 DEVELOPMENT CORPORATION 03 1.25 03 1.25 107 60.38 0.00 60.38 207 60.38 0.00 60.38 ou=MAHARASHTRA INDUSTRIAL H PATIL DEVELOPMENT COPRORATION 0.75 0.30 0.75 L1 6.48 0.75 0.30 0.75 L1 6.48 108 60.38 0.00 60.38 208 60.38 0.00 60.38 Reason: I am the author of this document 1.50 L2 6.48 L2 6.48 109 60.38 0.00 60.38 209 60.38 0.00 60.38 Location: 2.65 2.65 2.65 2.65 2.65 2.65 AUTH_SIGN Date: 2024-02-11 19:24+05:30 V6 2.70 L1 2.70 L2 V15 2.70 V1 L3 6.48 V5 2.70 L1 2.70 L2 V10 2.70 V7 L3 6.48 110 60.38 0.00 60.38 210 60.38 0.00 60.38 2.40 2.40 L4 6.48 2.40 2.40 L4 6.48 111 60.38 0.00 60.38 211 60.38 0.00 60.38 9.15 O1 119.33 9.15 O1 119.33 112 85.58 123.57 209.15 212 85.58 120.46 206.04 A-B6 V1 1.99 V1 1.99 113 41.77 0.00 41.77 ITSS UNIT 1 397.51 62.76 460.27 4.67 A-B3 4.67 V2 1.99 V2 0.94 114 55.95 0.00 55.95 ITSS UNIT 2 380.76 41.53 422.29 115 55.95 0.00 55.95 TOILET 3 9.64 0.00 9.64 25.62 25.62 02 V3 0.94 V3 1.51 A-B3 BUILDING: A (A-9&10) 0.75 0.75 0.75 0.75 24.19 1.50 V4 1.51 24.19 1.50 V4 1.69 116 55.95 0.00 55.95 TOILET 4 11.05 0.00 11.05 2.65 2.65 V12 2.65 V2 V5 1.69 2.65 2.65 V6 2.65 V1 V5 1.99 117 55.95 0.00 55.95 TOILET 5 11.05 0.00 11.05 13.04 13.04 O1 V6 1.99 O1 02 V6 1.99 118 55.95 0.00 55.95 V7 1.99 V7 1.99 119 55.96 38.43 94.39 0.75 D1 1 1 0.75 D1 V8 1.99 V8 0.94 120 44.20 0.00 44.20 2.65 0.90 1.25 1.25 0.90 2.65 4.67 A-B4 V9 1.99 4.67 V9 3.47 121 30.98 0.00 30.98 V10 1.99 V10 0.81 122 30.98 0.00 30.98 BUILT UP AREA CALCULATION OF IT SUPPORT SERVICE 0.75 0.75 0.75 0.75 123 30.98 0.00 30.98 AT FIRST FLOOR V11 1.99 V11 1.99 1.50 V13 V3 1.50 V8 V2 124 42.67 0.00 42.67 V12 1.99 V12 1.99 43.87 43.87 A 12.99 X 17.10 X 1 NO = 222.13 SQ.MT. 2.65 2.65 V13 0.94 V13 1.99 125 27.89 3.62 31.51 1.50 1.25 1.25 1.50 1.25 1.25 B 12.99 X 17.10 X 1 NO = 222.13 SQ.MT. 2.70 L3 2.70 L4 V14 3.47 2.70 L3 2.70 L4 V14 1.99 126 27.89 7.01 34.90 ITSS UNIT-101 TO ITSS UNIT-103 ITSS UNIT-110 TO ITSS UNIT-112 1.25 1.25 1.25 1.25 17.10 17.10 I. TOTAL ADDITION = 444.26 SQ.MT. 2.41 A-B5 2.40 2.40 V15 0.81 2.41 2.40 2.40 V15 1.99 127 27.89 0.00 27.89 V5 V4 V4 V3 DEDUCTION V16 0.94 V16 0.94 128 27.89 7.01 34.90 A B 1.35 1.21 1.35 1.21 A-B7 129 27.89 0.00 27.89 1. 1.25 X 0.90 X 2 NOS = 2.25 SQ.MT. A-B4 V17 0.94 V17 0.94 2.50 03 2.65 2.50 03 2.65 A-B1 37.98 A-B1 120.46 130 54.36 37.98 92.34 II. TOTAL ADDITION = 2.25 SQ.MT. A-B2 120.46 A-B2 62.76 TOILET 2 9.64 0.00 9.64 V11 V7 V16 V8 V17 V9 V10 1.17 V15 V11 V16 V12 V17 V13 V14 1.17 DUCT AREA CALCULATION 2.65 2.65 1.25 2.65 1.25 2.65 2.65 A-B3 7.01 2.65 2.65 1.25 2.65 1.25 2.65 2.65 A-B3 38.43 D1. 2.65 X 0.75 X 2 NOS = 3.98 SQ.MT. 0.75 0.75 0.75 0.75 0.75 0.75 0.75 A-B4 7.01 0.75 0.75 0.75 0.75 0.75 0.75 0.75 A-B4 3.10 III. TOTAL DUCT AREA = 3.98 SQ.MT. A-B5 3.61 Total 1990.25 A-B6 38.43 TOTAL ITSS AT FIRST FLR. (I-II-III) = 438.03 SQ.MT. A-B7 3.10 12.99 12.99 Total 1983.09 AREA LINE DIAGRAM OF IT SUPPORT SERVICE AT FIRST FLOOR SCALE 1:200 0.58 31.39 15.60 15.60 15.60 15.60 0.90 C 15.75 0.75 M.W.CHAJJA PROJECTION 1.22 A-Block A-Block 31.24 A DUCT 0.75x (ENC) BALCONY 1.25 1.00 M.W.PROJECTION 1.50 31.39x25.19 1.50 M.W. PASSAGE 1.50 M.W.BALC. PROJECTION LOBBY VOID9 7.85x2.70 D4 3.30x1.05 D4 5.49 W11 1.50 1.50 46.11 1.50 1.50 46.11 1.50 FRD FRD A-B2 A-B1 FIRE TOWER +10.45 M LVL. 1.50 2.00 M.W. PASSAGE 49.11 49.11 DN 18 UP LOBBY FIRESTAIR1-4FL0 17 1 5.40x2.70 16 2 15 2 2.40 5.70 14 4 0.90 13 5 0.75x2.65 6 0.75x2.65 0.90 M.W.BALC. 0.60 30 12 VOID7 DUCT 0.30x2.70 VOID5 29 11 7 2.65 VOID10 28 10 8 0.60x2.65 9 LIFT1 FIRELIFT1 PROJECTION 1.50 1.50 2.40x2.70 2.40x2.70 1.50 0.30 3.45 W1 2.00 M.W. PASSAGE ITSS AREA 1 ITSS AREA 2 1.50 M.W.BALC. PROJECTION 17.49x5.19 15.45x1.40 9.15 15.99x2.95 16.35x4.37 C 17.49x4.37 15.45x2.95 31.39 0.58 0.75 M.W.CHAJJA PROJECTION 4.67 W10 15.99x2.95 16.35x4.37 0.90 15.75 1.22 17.49x2.36 15.45x2.95 A (ENC) BALCONY 31.24 13.59x2.01 16.35x2.36 1.50 M.W.BALC. PROJECTION 1.50x25.62 DUCT V D3 12.99x2.95 12.45x5.71 0.75x WC (ENC) BAL 1.25 1.80x1.25 13.59x2.11 11.05x1.36 1.00 M.W.PROJECTION 1.50 31.39x5.49 1.50 M.W. PASSAGE IT UNIT-119 13.50x3.51 W2 0.90 OPEN TO SKY 28.27 1.50 M.W.BALC. PROJECTION LOBBY D1 0.75x2.65 2.85x2.11 0.75x2.65 0.90 M.W.BALC. 0.60 VOID1 DUCT W4 W6 VOID6 VOID14 7.85x2.70 2.65 1.50 M.W.BALC. PROJECTION 3.30x1.05 5.49 0.60x2.65 IT UNIT-130 PROJECTION W4 2.00 M.W. PASSAGE 5.15x6.59 3.45x5.19 13.04 1.50 M.W.BALC. PROJECTION FRD FRD FIRE TOWER +5.60 M LVL. 1.50 IT UNIT-120 6.20x4.94 DN FIRESTAIR1-4FL0 33 18 UP LOBBY 3.05x3.60 OTS1 1.50 M.W.BALC. PROJECTION 17 1 19 5.40x2.70 D1 IT UNIT-118 9.15x13.04 16 2 20 W2 D3 13.50x3.51 15 2 21 2.85x2.11 2.40 5.70 14 4 22 1.50 WC 5 WC 4.67 13 23 WC 0.75x2.65 1.80x1.25 D1 D1 6 1.80x1.25 W10 0.75x2.65 30 12 24 VOID1 D3 D3 0.30x2.70 VOID6 V V 2.00x1.25 29 11 7 25 V 2.65 VOID15 DUCT 8 2.00 M.W. PASSAGE 28 10 26 1.50x2.65 9 LIFT1 FIRELIFT1 D2 D2 1.50 M.W.BALC. PROJECTION 27 V V 1.50 1.50 V 1.50 M.W. PASSAGE WC D3 WC 2.40x2.70 2.40x2.70 WC D3 TOILET 4 TOILET 5 1.50 D1 D1 0.30 2.00x1.71 1.75x1.86 1.75x1.86 2.00x1.71 1.80x1.25 2.00x1.25 3.45 1.80x1.25 0.85x1.40 0.85x1.40 W1 0.75x1.25 IT UNIT-117 D3 D3 D3 D3 2.00 M.W. PASSAGE IT UNIT-129 IT UNIT-121 D3 1.50 M.W.BALC. 13.50x3.51 W2 0.90 VOID8 D1 WC WC VOID2 WC WC 5.15x3.51 6.20x3.51 2.85x2.11 0.95x 0.95x 0.95x 0.95x (ENC) BALCONY 0.90 M.W.BALC. 0.60 0.75x 43.87 DUCT W5 3.45x2.11 3.05x2.11 9.15 1.50 1.50 1.25 1.50 1.50 PROJECTION W5 2.65 1.50x4.67 0.60x2.65 PROJECTION 1.50 2.40 2.40 1.50 4.67 0.30 1.50 44.79 3.30 D3 3.30 DN WC DN 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. B 1.50 3.90 TOILET 3 1.25x1.80 LIFT2 LIFT3 3.90 0.30 B (ENC) BALCONY 2.19x3.30 2.40x2.70 2.40x2.70 1.50x25.62 W5 W5 PROJECTION 1.50 M.W.BALC. IT UNIT-128 IT UNIT-122 IT UNIT-116 2.41 D1 1.50 1.50 5.15x3.51 6.20x3.51 13.50x3.51 W2 UP VOID4 UP VOID3 D3 PROJECTION 3.45x2.11 3.05x2.11 2.85x2.11 W1 1.25x W1 1.25x WC WC D4 D3 D4 1.50 OPEN TO SKY 1.35 1.21 28.27 WC 0.75x2.65 1.80x1.25 D1 D1 1.80x1.25 0.75x2.65 VOID12 VOID2 (ENC) BALCONY V D3 V 2.00x1.25 D3 1.50 V 2.65 DUCT 1.17x2.65 1.50x2.65 2.00 LOBBY 1.50 M.W.BALC. PROJECTION V V V 5.25x3.10 2.50 WC D3 WC WC D3 W5 2.50 M.W. PASSAGE 2.50 M.W. PASSAGE W5 13.04 D1 D1 1.80x1.25 2.00x1.25 1.80x1.25 13.86 13.94 IT UNIT-115 IT UNIT-127 IT UNIT-123 D3 2.65 2.65 1.25 2.65 1.25 2.65 2.65 1.50 M.W.BALC. 13.50x3.51 W2 OTS1 D1 0.75 0.75 0.75 0.75 0.75 0.75 5.15x3.51 6.20x3.51 2.85x2.11 D1 VOID15 D1 D1 VOID11 D1 D1 VOID16 D1 VOID12 D1 VOID17 D1 D1 VOID13 D1 D1 VOID14 D1 (ENC) BALCONY 9.15x13.04 W5 3.45x2.11 3.05x2.11 W5 2.65x0.75 2.65x0.75 1.25x0.75 2.65x0.75 1.25x0.75 2.65x0.75 2.65x0.75 PROJECTION 1.50x4.67 V V V V V V V V V V V V 4.67 WC WC WC WC WC WC WC WC WC WC WC WC 1.50 M.W.BALC. PROJECTION 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.50 M.W.BALC. D1 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 2.00 M.W. PASSAGE W5 W5 PROJECTION IT UNIT-126 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 IT UNIT-124 D1 IT UNIT-114 5.15x3.51 13.50x3.51 W2 6.20x3.51 1.50 M.W. PASSAGE D3 0.75x1.25 3.45x2.11 2.85x2.11 3.05x2.11 VOID13 1.50 WC VOID3 WC 3.20x3.66 WC 1.80x1.25 D1 0.75x 1.80x1.25 D3 V 2.00x1.25 D3 43.87 DUCT V 1.25 V 2.65 1.50x2.65 1.50 M.W.BALC. PROJECTION V D3 1.50 2.40 2.40 1.50 D3 WC 44.79 3.30 0.30 1.50 D1 D3 WC 3.30 IT UNIT-125 DN WC DN IT UNIT-113 IT UNIT-201 IT UNIT-202 IT UNIT-203 IT UNIT-204 IT UNIT-205 IT UNIT-206 IT UNIT-207 IT UNIT-208 IT UNIT-209 IT UNIT-210 IT UNIT-211 IT UNIT-212 1.80x1.25 1.25x B 5.15x3.51 1.50 3.90 TOILET 2 1.25x1.80 LIFT2 LIFT3 3.90 0.30 2.15 11.05x3.51 B 5.18x14.50 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 5.18x13.95 3.45x2.11 2.19x3.30 2.40x2.70 2.40x2.70 2.85x2.11 W2 3.23x1.40 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 3.78x2.85 V V (ENC) BALC. 1.50 M.W.BALC. 1.50x2.41 2.41 W5 1.50 UP VOID5 UP 1.50 VOID4 PROJECTION W1 D3 1.25x W1 1.25x D1 17.10 17.10 1.35 1.21 (ENC) BALCONY 2.00 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.17x2.65 LOBBY 5.25x3.10 2.50 W5 2.50 M.W. PASSAGE 2.50 M.W. PASSAGE W5 13.86 13.94 2.65 2.65 1.25 2.65 1.25 2.65 2.65 0.75 0.75 0.75 0.75 0.75 0.75 D1 VOID11 D1 D1 VOID7 D1 D1 VOID16 D1 VOID8 D1 VOID17 D1 D1 VOID9 D1 D1 VOID10 D1 2.65x0.75 2.65x0.75 1.25x0.75 2.65x0.75 1.25x0.75 2.65x0.75 2.65x0.75 V V V V V V V V V V V V WC WC WC WC WC WC WC WC WC WC WC WC 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.25x 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 1.80 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 D3 1.50 1.50 M.W.BALC. PROJECTION (ENC) BAL 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 49.11x17.10 W4 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W4 1.50 46.11 1.50 49.11 16.65 17.79 A C 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION D1 1.25 SECOND FLOOR PLAN SCALE 1:100 0.75 17.10 ITSS UNIT-101 ITSS UNIT-102 ITSS UNIT-103 IT UNIT-104 IT UNIT-105 IT UNIT-106 IT UNIT-107 IT UNIT-108 IT UNIT-109 ITSS UNIT-110 ITSS UNIT-111 ITSS UNIT-112 17.10 PROPOSED WORK 5.18x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 3.68x13.95 5.18x13.95 3.78x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 2.28x2.85 3.78x2.85 0.60 OWNERS NAME & SIGN ARCH.NAME,SIGN & ADD 2 2.65 2.65 D2 D2 2.65 MR RADHESHYAM J GUPTA Apices Studio Pvt Ltd BUILT UP AREA CALCULATION OF IT SUPPORT SERVICE BALCONY CALCULATIONS: A (A-9&10) ITSS 1 0.75 0.75 ITSS 2 AT SECOND FLOOR FLOOR SIZE AREA TOT. AREA ARCH_ADD A B A 17.79 X 25.19 X 1 NO = 448.13 SQ.MT. FIRST FLOOR 1.50 X 31.39 X 1 37.98 217.61 B 16.65 X 25.77 X 1 NO = 429.07 SQ.MT. 1.50 X 49.11 X 1 120.46 25.77 1.50 X 4.67 X 2 14.02 25.19 0.60 I. TOTAL ADDITION = 877.20 SQ.MT. 3.62 OWNER_SIGN ARCH_SIGN 1.50 X 2.41 X 1 DEDUCTION 2 2.65 2.65 D2 D2 2.65 1.50 X 25.62 X 1 38.43 PROJECT INFORMATION 1. 4.05 X 7.22 X 2 NOS = 58.48 SQ.MT. 1.17 X 2.65 X 1 3.10 PLOT NO : KANSA-A-10,KANSA-A-9 USE : Industrial Buildings 0.75 0.75 2. 0.60 X 2.65 X 3 NOS = 4.77 SQ.MT. SECOND FLOOR 1.50 X 49.11 X 1 120.46 224.75 SUBUSE : IT / ITES 4.05 4.05 II. TOTAL ADDITION = 63.25 SQ.MT. 1.50 X 31.39 X 1 62.76 NODE : CTS/CS 1.50 X 25.62 X 1 38.43 SECTOR NO : 1.50 (ENC) BAL 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION 1.50 M.W.BALC. PROJECTION DUCT AREA CALCULATION 49.11x17.10 1.17 X 2.65 X 1 3.10 PLOT ADDRESS : CTS/CS:,Block No:,,Plot No:KAN W4 W3 W3 W3 W3 W3 W3 W3 W3 W3 W3 W4 0.60 D1. 0.75 X 1.25 X 1 NO = 0.94 SQ.MT. DUCT Total - - 442.36 SA-A-10,KANSA-A-9,Road/Street: 1.50 46.11 1.50 D2. 0.75 X 2.65 X 4 NOS = 7.95 SQ.MT. DUCT 2 2.65 1 7.22 7.22 1 PERMIT NO PERMIT_NO 49.11 D3. 1.25 X 1.36 X 1 NO = 1.70 SQ.MT. DUCT A C INWARD NO SWC/6/521/2023 0818/927121 FIRST FLOOR PLAN 1.25 III. TOTAL DUCT AREA = 10.59 SQ.MT. SCALE 1:100 D3 1.36 TOTAL ITSS AT SECOND FLR. (I-II-III) = 803.36 SQ.MT. KEY NO 0568 SCALE 1:100 AREA LINE DIAGRAM OF IT SUPPORT SERVICE AT SECOND FLOOR DATE 16-01-2024 SHEET NO 2 / 4 SCALE 1:200 29.89 16.22 PROJECT TYPE - Building Development BUILT UP AREA CALCULATION OF LOWER GROUND FLOOR A 46.11 X 34.54 X 1 NO = 1592.64 SQ.MT. SEAL OF APPROVAL I. TOTAL ADDITION = 1592.64 SQ.MT. 1 7.32 DEDUCTION Digitally signed by RAMESH PATIL DN: cn=RAMESH PATIL c=IN 1. 16.22 X 7.32 X 1 NO = 118.73 SQ.MT. RAMES o=MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION ou=MAHARASHTRA INDUSTRIAL 2. 9.79 X 10.95 X 1 NO = 107.20 SQ.MT. DEVELOPMENT COPRORATION 3. 1.22 X 5.70 X 1 NO = 6.95 SQ.MT. H PATIL Reason: I am the author of this document Location: II. TOTAL ADDITION = 232.88 SQ.MT. Date: 2024-02-11 19:24+05:30 AUTH_SIGN TOTAL BUA OF LOWER GR FLOOR (I-II) = 1359.76 SQ.MT. 2 10.95 BUILDING: A (A-9&10) 34.54 A 9.79 34.54 3 5.70 1.22 10.57 C 46.11 31.24 16.65 1.22 AREA LINE DIAGRAM OF LOWER GROUND FLOOR A 0.58 SCALE 1:200 SLOPE SLOPE 1.50 PLOT NO. A-8 FIRE DUCT 3.30x1.05 +14.95 M LVL. +14.95 M LVL. 1.50 FRD FRD FIRE TOWER LOBBY 7.85x5.40 FIRESTAIR1-4FL0 19 (O/H)TANK(1) -2.00 M LVL. 18.00 M.WIDE ROAD 20 21 5.70 2.40 22 23 -2.80 M LVL. NATURAL SLOPE DUCT 0.3x2.70 24 25 LIFT FIRE LIFT 26 2.40x2.70 2.40x2.70 -2.80 M LVL. 1.65 1.65 27 -2.00 M LVL. NATURAL SLOPE C 1.50 DN LIFT MACHINE ROOM ABOVE W1 28 5.55x3.30 15.15 ENTRY A 3.60 9.15 1.58 8.22 3.75 6.47 UP 9.00 2.30 V2 FULL OPEN SC 31 SC 30 FOR -2.70 M LVL. VENTILATION SOLAR WATER HEATING SC 32 SC 29 ENTRANCE LOBBY OPEN TO SKY TERRACE OPEN TO SKY TERRACE 8.85x1.55 2.45 ELECTRIC SUBSTATION 5.00 5.40x2.70 1.50 OPEN TO SKY 28.27 V1 (TRANSFORMER) FIRE TOWER SC 33 SC 28 METER 11 ROOM 7.32 FIRESTAIR1-4FL0 7.55 10 12 SC 34 SC 27 9 13 13.04 8 14 2.40 7 15 10.25 16 SC 35 SC 26 5.00 6 5 17 4 18 3 19 OTS1 SC 25 2 1 20 LIFT FIRE LIFT 9.15x13.04 1.50 1.50 2.40x2.70 2.40x2.70 1.50 SC 36 0.30 SC 24 SLOPE DOWN UP 6.43 TO SC 37 LOWER 57 CP-L SC 23 V1 GROUND SC 38 PARKING SC SC SC SC 19.85 SC 22 56 CP-L 55 CP-L 20 19 18 17 V1 SC 39 SC 21 SC 40 54 CP-L 10.95 1.50 2.40 2.40 1.50 44.79 3.30 0.30 1.50 SC 41 -4.05 M LVL. 3.30 DN UP DN 4.00 M.W. DRIVEWAY 3.81 1.50 3.90 LIFT MACHINE ROOM 3.90 0.30 3.81 B 5.70x3.30 V1 1.50 3.60 1.50 W1 FRD W1 FRD FRD CP-L 58 SC 10 SC 11 SC 12 SC 13 SC 14 SC 15 SC 16 53 CP-L 6.20 5.70 6.05 4.00 M.W. DRIVEWAY CHAJJA PROJ. CHAJJA PROJ. 4.50 M.W. DRIVEWAY 49 CP-L 51 CP-L 34.54 V1 CP-L 59 52 CP-L 8.57 48 CP-L 50 CP-L V1 01 SC CP-L-2[MECH] CP-L-2[MECH] CP-L-2[MECH] CP-L-2[MECH] CP-L 60 SC 09 5.70 07 05 02 SC B SC LIFT LIFT SC B CP-L 61 47 2.40x2.70 2.40x2.70 03 SC 46 44 42 40 CP-L 08 06 45 43 41 39 04 SC NALA SC SC 1.22 V1 OPEN TO SKY TERRACE OPEN TO SKY TERRACE 17.10 5.00 M.W. DRIVEWAY -4.05 M LVL. 5.00 M.W. DRIVEWAY -4.05 M LVL. 5.00 M.W. DRIVEWAY 10.57 V1 37 35 33 31 29 27 25 23 21 19 17 15 13 11 09 07 05 03 01 38 36 34 32 30 28 26 24 22 20 18 16 14 12 10 08 06 04 02 CP-L-2[MECH] CP-L-2[MECH] CP-L-2[MECH] CP-L-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] CP-S-2[MECH] V1 SLOPE SLOPE V1 V1 V1 V1 49.11 6.00 46.11 A C NATURAL SLOPE NATURAL SLOPE PUMP ROOM U.G.TANK PROPOSED WORK OWNERS NAME & SIGN ARCH.NAME,SIGN & ADD MR RADHESHYAM J GUPTA Apices Studio Pvt Ltd ARCH_ADD A C OWNER_SIGN ARCH_SIGN PROJECT INFORMATION PLOT NO : KANSA-A-10,KANSA-A-9 USE : Industrial Buildings SUBUSE : IT / ITES NODE : CTS/CS SECTOR NO : PLOT ADDRESS : CTS/CS:,Block No:,,Plot No:KAN SA-A-10,KANSA-A-9,Road/Street: PERMIT NO PERMIT_NO INWARD NO SWC/6/521/2023 0818/927121 LOWER GROUND FLOOR PLAN KEY NO 0568 SCALE 1:100 SCALE 1:100 38.00 M.WIDE ROAD DATE 16-01-2024 SHEET NO 3 / 4 PROJECT TYPE - Building Development 1.20 TER FLOOR + 14.95 M SEAL OF APPROVAL Digitally signed by RAMESH PATIL DN: cn=RAMESH PATIL c=IN 4.50 RAMES o=MAHARASHTRA INDUSTRIAL DEVELOPMENT CORPORATION ou=MAHARASHTRA INDUSTRIAL DEVELOPMENT COPRORATION H PATIL Reason: I am the author of this document Location: AUTH_SIGN Date: 2024-02-11 19:24+05:30 2ND FLOOR + 10.45 M 4.85 BUILDING: A (A-9&10) 14.95 1ST FLOOR + 5.60 M 5.30 6.03 6.55 0.30 GR.LVL 0.00 M FRONT SIDE ELEVATION SCALE 1:100 TERRACE 1.20 TERRACE 1.20 TERRACE TER FLOOR + 14.95 M 1.50 M.W.BALC. PROJ. 4.50 4.50 ITSS AREA 2 WC IT UNIT-210 14.95 2ND FLOOR + 10.45 M PASSAGE FRONT OPEN SPACE ( PLOT BOUNDARY ) 1.50 M.W.BALC. PROJ. 4.85 4.85 6.10 VOID 4.50 PLOT BOUNDARY ( REAR SIDE ) IT IT IT IT IT IT IT PASSAGE WC ITSS UNIT-110 UNIT-119 UNIT-118 UNIT-117 UNIT-116 UNIT-115 UNIT-114 UNIT-113 1ST FLOOR + 5.60 M 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 1.50 LOFT LOFT LOFT LOFT LOFT LOFT LOFT LOFT 5.30 6.00 3.65 4.55 4.55 5.00 5.00 ROAD 5.40 5.40 5.40 6.15 WC PASSAGE ITSS UNIT-010 @ +0.30 M GR.LVL 0.00 M ITSS UNIT-014 ITSS UNIT-013 GR.LVL 0.00 M ITSS UNIT-016 ITSS UNIT-015 @ -0.60 M @ -0.60 M 4.35 LIFT MACHINE ROOM 3.00 ITSS UNIT-019 ITSS UNIT-018 ITSS UNIT-017 @ -1.05 M @ -1.05 M @ -1.45 M @ -1.45 M @ -1.45 M STAIRCASE CABIN STAIRCASE CABIN 3.00 GR.LVL -2.80 M SECTION - CC SCALE 1:100 1.20 1.20 1.20 1.20 1.20 4.13 4.13 TERRACE @ +14.95 MTERRACE @ +14.95 M TERRACE TER FLOOR + 14.95 M LOWER GROUND FOR 27 28 28 27 PARKING @ -4.05 M 25 26 26 25 24 24 23 23 22 22 2.25 2.25 21 4.50 21 1.50 M.W.BALC. PROJ. 20 20 19 19 18 18 R =161MM 17 17 R =161MM 16 16 1.50 M.W.BALC. PROJ. T =300MM 15 15 T =300MM 4.50 4.50 4.50 14 14 2.25 2.25 13 13 12 12 11 11 10 10 9 R =161MM R =161MM 9 8 T =300MM T =300MM 8 2.25 2.25 7 7 6 6 5 5 4 4 ITSS AREA 1 3 3 ITSS AREA 2 2 1 @ +10.45 M TOILET WC @ +10.45 M 30 1 2 2ND FLOOR + 10.45 M LIFT VOID LIFT VOID 2.26 2.26 29 29 28 28 27 27 PLOT BOUNDARY ( 18.0M W ROAD SIDE ) 26 26 25 25 1.50 M.W.BALC. PROJ. 24 24 2.43 2.43 23 23 22 22 4.85 21 21 1.50 M.W.BALC. PROJ. 20 20 19 19 18 18 R =162MM R =162MM PLOT BOUNDARY ( NALA SIDE ) 17 17 4.85 16 16 4.85 4.85 T =300MM T =300MM 2.43 2.43 15 15 14 14 13 13 12 12 4.53 10 11 R =162MM R =162MM 11 10 WC 5.30 9 9 T =300MM T =300MM 2.43 2.43 8 8 14.95 7 7 6 6 5 5 4 4 IT UNIT-125 PASSAGE IT UNIT-130 3 3 IT UNIT-113 2 TOILET WC 2 1ST FLOOR + 5.60 M 32 @ +5.60 M @ +5.60 M 32 1 1 2.62 30 31 31 30 2.62 29 29 28 28 1.50 1.50 27 27 26 R =166MM R =166MM 26 25 25 2.65 2.65 T =300MM T =300MM 5.30 LOFT 24 23 23 24 LOFT 22 22 21 21 20 20 19 19 R =166MM 18 18 R =166MM 17 17 T =300MM 16 16 T =300MM 15 15 2.65 2.65 6.03 6.80 6.20 6.20 14 14 13 13 12 12 11 11 10 10 4.55 4.55 9 9 2.65 2.65 8 8 ROAD 2.40 7 7 5.60 (O/H)TANK(1) 6 5 5 6 4 4 3 3 2 2 1 @ +0.30 M TOILET WC @ +0.30 M 1 GR.LVL 0.00 M GR.LVL 0.00 M 3.00 LIFT MACHINE ROOM IT UNIT-025 @ -0.60 M WC ITSS UNIT-013 @ -0.60 M 3.00 4.35 4.35 TERRACE 1.20 TERRACE 1.20 TERRACE 1.20 TERRACE FLOOR 28 @+14.95 M @ +14.95 M TER FLOOR + 14.95 M 27 26 25 24 23 22 LOWER GROUND FOR LOWER GROUND FOR 21 PARKING @ -4.05 M PARKING @ -4.05 M 1.50 M.W.BALC. PROJ. 20 18@+13.34 M 19 R =161MM T =300MM 16 17 4.50 13 14 15 4.50 SECTION - BB @+11.90 M 12 OPEN TO SKY 10 11 SCALE 1:100 9 8 7 LIFT 6 R =161MM 5 4 T =300MM IT UNIT-206 WC LOBBY @+9.97 M LOBBY 14.95 3 2 1 @+10.45 M @ +10.45 M 2ND FLOOR + 10.45 M LIFT VOID SECOND FLOOR 29 30 30 FRONT OPEN SPACE ( PLOT BOUNDARY ) 28 27 26 25 24 23 22 21 20 19 18 @+8.51 M 1.50 M.W.BALC. PROJ. 17 16 4.85 4.85 @+7.05 M 15 14 VOID PLOT BOUNDARY ( REAR SIDE ) 13 12 R =162MM 11 4.50 10 T =300MM 6.10 9 8 LIFT 17.75 7 6 IT UNIT-106 WC LOBBY 5 4 3 2 LOBBY FIRST FLOOR 1 33 @+5.60 M @ +5.60 M 1ST FLOOR + 5.60 M 32 31 @+3.83 M 29 30 PROPOSED WORK 1.50 28 27 1.50 26 R =160MM 1.00 14.95 25 LOFT 24 T =300MM 23 22 21 20 19 18 OWNERS NAME & SIGN ARCH.NAME,SIGN & ADD 5.30 5.30 17 16 6.00 R =160MM 15 MR RADHESHYAM J GUPTA Apices Studio Pvt Ltd 14 @+2.39 M T =300MM 13 3.65 12 11 10 9 ARCH_ADD 8 ROAD 7 LIFT @+0.30 M 5 6 7.10 ITSS UNIT-006 @ +0.30 M LIFT 3 4 WC @ +0.30 M 2 0.30 LOBBY 1 GROUND FLOOR 20 19 GR.LVL 0.00 M 18 GR.LVL 0.00 M 17 16 OWNER_SIGN ARCH_SIGN 15 0.30 4.35 PROJECT INFORMATION 14 R =150MM 13 T =300MM 12 11 @-1.05 M PLOT NO : KANSA-A-10,KANSA-A-9 2.80 10 9 8 (U/G)TANK(1) 7 USE : Industrial Buildings 4.35 6 4.05 5 3 4 SUBUSE : IT / ITES 2 1 @ -2.70 M NODE : CTS/CS GR.LVL -2.80 M SECTOR NO : PLOT ADDRESS : CTS/CS:,Block No:,,Plot No:KAN LOWER GROUND FOR LOWER GROUND FOR PARKING @ -4.05 M PARKING @ -4.05 M SA-A-10,KANSA-A-9,Road/Street: PERMIT NO PERMIT_NO 1.50 INWARD NO SWC/6/521/2023 SECTION - AA 0818/927121 SCALE 1:100 KEY NO 0568 SCALE 1:100 DATE 16-01-2024 SHEET NO 4 / 4