Residential DWG Plan for AutoCAD

Residential DWG Plan for AutoCAD

Architectural Plan under K.M.C. Rule.

Drawing labels, details, and other text information extracted from the CAD file:

g.l., air pipe with cage of mosquito proof mesh, plan of s.u.g.w. reservior, section on – xx of s.u.g.w.r., certified that the structural design and drawings of both foundation and superstructure of the building has been made by me considering all possible loads including the sismic load as per the national building code of india and certified that it is safe and stable in all respect., sig. of structural engineer, signature of l . b . s., signature of owner, dent mission row, karl marx sarani, kidirpore fly over, front elevation, elect. rm, kitchen, w.t. floor, section on – ab, dent mission row, k a r l m a r x s a r a n i, slop, o . t – iv, open terrace – iv, lift, lift well, p a r k i n g, c a r, hall, bed rm, toilet, section on – cd, to k.m.c. drain, s.u.g.w. r, from k.m.c. main, the depth of semi under ground water reservoir will not exceed the depth of neighbour column foundation, karl marx sarani, dent mission row, dent mission row, proposed site, c.passage, room, shop, passage, iii, open space, ground floor plan, dn., ramp up, ramp dn., f o o t p a t h, t a r a c h a n d d u t t a s t r e e t, underground water reservoir for fire fighting purpose, basement floor plan, second floor plan, signature of architect, c.g., typical floor plan, ladies toilet, gents toilet, g. l., car parking, section – a – a, section – b – b, open terrace – vi, size, window mkd., door mkd.

Raw text data extracted from CAD file:

2772 5287 1500 2250 1350 9184 16671 7428 3456 10394 3456 2700 1641 3157 4271 1300 1000 850 1650 4350 2500 450 200 2400 2400 3000 1200 1500 2400 2400 3000 1500 1245 1245 1200 16156 1500 2250 1350 16671 7428 9184 3456 10394 2700 3116 1000 3636 3100 3100 2100 1450 3850 750 1200 2400 1450 1000 2500 450 1450 1000 3074 2400 2400 \LPROPOSED TYPICAL FLOOR PLAN\l \L( FIRST TO THIRD FLOOR ) SCALE = 1 : 100 LIFT 1250\H0.875x;X\H1.143x;1450 UP BED RM 3450 X 3000 KITCHEN 1800 X 2400 ( AVG. ) BED RM 3580 X 3046 TOILET 2000 X1200 950 WD VER. -3204.062266539549 -3204.062266539549 4081 LIVING / DINING -3204.062266539549 -3204.062266539549 -3204.062266539549 BED RM 2900 X 3425 BED RM 2859 X 2710 KITCHEN 1800 X 2427 ( AVG. ) W.C 1000 X 2000 TOILET 3200 X1200 HALL 5900 X 2059 STORE 2500 X 2059 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 250 3000 250 250 250 X X 75 125 -3204.062266539549 100 -3204.062266539549 300 -3204.062266539549 750 150 THK. P.C.C. OVER S.B.F.S\Ftxt|c0;. G.L. G.L. 100 THK. R.C.C. SLAB 450 d M.H. COVER AIR PIPE WITH CAGE OF MOSQUITO PROOF MESH PLAN OF S.U.G.W. RESERVIOR SCALE = 1 : 50 SECTION ON - XX OF S.U.G.W.R. SCALE = 1 : 50 PROPOSED G + III STOREYED RESIDENTIAL BUILDING PLAN AT PREMISES NO.- 22 A , KARL MARX SARANI , WARD NO.- 77 , BOROUGH NO. - IX , P.S - WATTGUNGE , KOLKATA - 700 023 . DRAWING NO.- K . M . C . / 1 JOB NO.- SCALE = 1 : 50,100,600,4000. DATE - 28 . 010 . 2010 DRAWN BY - SK SAIDUL ISLAM CHKD BY - MD. MAINUL HAQUE N \L STATEMENT OF AREA :- \LNOTE'S / SPECIFICATION'S \A1;1. ALL DIMENTIONS ARE GIVEN IN MM. UNLESS OTHERWISE MENTIONED. 2. GRADE OF CONCRETE M-20, GRADE OF STEEL Fe-420 3. R.C.C. WORK WITH CEMENT,SAND & STONE CHIPS (1:1\S1/2;\H1.429x;:3) 4. 200 THK. OUT SIDE BK.WORK WITH C.M. (1:6) 5. ALL INSIDE WALLS ARE 75 MM THICK.OTHERWISE MENTIONED. 8. LIME TERRACING WITH BK. KHOA,SURKI,LIME (7:2:2) 9. ALL METERIALS TO BE USED AS PER PROVISION OF N.B.C.(I) 10. FLOORS OF KITCHEN, TOILET & W.C. WILL BE WATER TIGHT. \C6; SKY-HIGH ENGINEER'S & ASSOCIATE ( ARCHITECT,ENGINEER,SUPERVISOR ) \H1.111x; \H0.5998x;\C3;THE KOLKATA MUNICIPAL CORPORATION 21/1A, SHAMSUL HUDA ROAD,KOLKATA- 700 017. CERTIFIED THAT THE STRUCTURAL DESIGN AND DRAWINGS OF BOTH FOUNDATION AND SUPERSTRUCTURE OF THE BUILDING HAS BEEN MADE BY ME CONSIDERING ALL POSSIBLE LOADS INCLUDING THE SISMIC LOAD AS PER THE NATIONAL BUILDING CODE OF INDIA AND CERTIFIED THAT IT IS SAFE AND STABLE IN ALL RESPECT. \LSTATEMENT OF STRUCTURAL ENGINEER SIG. OF STRUCTURAL ENGINEER SIGNATURE OF L . B . S. \LSTATEMENT OF L .B .S . SIGNATURE OF OWNER CERTIFIED WITH FULL RESPONSIBILITY THAT THE BUILDING PLAN HAS BEEN DRAWN UP AS PER PROVISIONS OF C.M.C. BUILDING RULE 1990 ASAMMENDED FROM TIME TO TIME AND THAT THE SITE CONDITIONS INCLUDING THAT TO THE ABUTTING ROAD, COMMON PASSAGE CONFORM WITH THE PLAN AND THAT IT IS A BUILDABLE SITE AND NOT A TANK OR FILLED UP TANK. \LSTATEMENT OF THE PLAN PROPOSAL \A1;1. \LGROUND COVERAGE\l = 55.863 % = 135.785 SQ.MT. 2. \LF.A.R. CONSUMED\l = 1.8516 3. \LTOTAL COVERED AREA\l = 543.140 SQ.MT. 4. \LTOTAL SERVICE AREA IN GR. FLOOR \l - 27.434 SQ.MT. \L INCLUDING STAIR & LIFT \l5. \LREQUIREMENT OF CAR PARKING\l = 1 NOS.(MANDATORY) 6. \LAREA OF CAR PARKING\l = 25 X 1 = 25.00 SQ.MT. 1. \LASSESSMENT NO - \l2. \LDETAILS OF REGISTERED DEED \l BOOK NO- ,VOL- , DEED NO- YEAR- , DATE- 3. \LDETAILS OF POWER OF ATTORNEY\l BOOK NO- ,VOLUMN- , BAGES - , BEING NO. - , DATE- 4. a) \LAREA OF LAND\l - 250.769 SQ.MT. b) \LAREA OF SPLAYED CORNER\l= 2.880 SQ.MT. c) \LAREA OF STRIP OF LAND \l= 4.8234 SQ.MT. d) NET LAND AREA = 243.0656 SQ.MT.\L \l e) \LNO. OF STOREYES\l - G + III STOREYED 5. \LNO. OF TENAMENTS \l- 6 NOS. 6. \LSIZE OF TENAMENTS \l- 54.779 SQ.MT. 3 NOS. - 55.251 SQ.MT. 3 NOS. \Ftxt|c0;\H1.099x;\C256; B A PRE. NO-22B, KARL MARX SARANI (II) PRE. NO-23 KARL MARX SARANI (II) PRE. NO - 21/1 B, KARL MARX SARANI (II) DENT MISSION ROW DENT MISSION ROW KARL MARX SARANI KIDIRPORE FLY OVER \LSITE PLAN SCALE- 1:600 16309 FRONT ELEVATION SCALE = 1 : 100 1200 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 ELECT. RM KITCHEN T- 250 MM R- 157.5 MM W.T. FLOOR W.T. FLOOR W.T. FLOOR G.L. G.L. LIFT M/C RM O.H.WATER TANK 1000 GALLON 112 TH ( AVG. ) LIME CONCRETE OVER 100 TH R.C.C. SLAB SECTION ON - AB SCALE = 1 : 100 150 150 -3204.062266539549 125 125 125 16560 [54'-4"] 4242 [13'-11"] 4220 [13'-10"] 17500 [57'-5"] 12725 [41'-9"] 16000 [52'-6"] PRE. NO-22 B , KARL MARX SARANI (II) PRE. NO-23 ,KARL MARX SARANI (II) PRE. NO-21/1B , KARL MARX SARANI (II) DENT MISSION ROW K A R L M A R X S A R A N I KIDIRPORE FLY OVER 2400 \ 8'-0" \ W I D E C O M M O N P A S S A G E -3204.062266539549 -3204.062266539549 \LPROPOSED GROUND FLOOR PLAN SCALE = 1 : 100 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 LIFT 1250\H0.875x;X\H1.143x;1450 UP D -3204.062266539549 STRIP OF LAND THROWN TO K.M.C. PASSAGE AREA = 0.3 X \ \L16.000 + 16.156\l \ 2 = 0.3 X 16.078 = 4.8234 SQ.MT. \A1;SPLAYED CORNER IS FREE GIFTED TO K.M.C AREA = \S1/2;\H1.429x; X 2.4X2.4 = 2.880 SQ.MT. D 2 D 1 D 1 D 1 D 1 D 1 D 1 D 2 D 2 D 2 D 3 D 3 D 3 LIFT 1250\H0.875x;X\H1.143x;1450 DN -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 D 1 D 1 -3204.062266539549 -3204.062266539549 UP LIFT M/C RM -3204.062266539549 5300 -3204.062266539549 -3204.062266539549 W 1 W 1 W 1 W 1 W 1 W 1 W 1 W 1 W 1 W 1 W 1 W 2 W 2 W 2 W 3 W 3 W 3 \L ROOF PLAN SCALE = 1 : 100 SLOP 100 d R.W.P. SLOP 100 d R.W.P. SLOP 100 d R.W.P. O . T - IV OPEN TERRACE - IV 16560 [54'-4"] 4242 [13'-11"] 4220 [13'-10"] 17500 [57'-5"] 12725 [41'-9"] 16000 [52'-6"] LIFT 1250 X 1450 DN 1500 2250 1350 2700 D 1 D 1 3116 1000 UP LIFT M/C RM 3236 X 2700 3636 5300 3100 3100 W 1 SLOP 100 d R.W.P. SLOP 100 d R.W.P. SLOP 100 d R.W.P. O . T - IV OPEN TERRACE - IV PRE. NO-85 / 1 , KARL MARX SARANI TOILET 3250 X1200 ELECT. RM 1780 \H0.875x;X \H1.143x;1425 D 2 D 3 + 600 LVL. -3204.062266539549 -3204.062266539549 O.H.WATER TANK 3.1 X 1.5 X 1.2 = 1000 GALLON -3204.062266539549 -3204.062266539549 -3204.062266539549 -3204.062266539549 3050 3150 3150 3150 -3204.062266539549 12500 T- 250 MM R- 152.5 MM LIFT WELL KITCHEN KITCHEN 25 TH D . P . C . 40 TH I . P . S . FLOORING 75 TH P . C . C . 75 TH B . F . S . 75 TH GOLDEN SAND FILLING A B C D LIV / DIN P A R K I N G C A R KITCHEN HALL BED RM TOILET TOILET LIV / DIN KITCHEN HALL BED RM TOILET TOILET LIV / DIN KITCHEN HALL BED RM TOILET TOILET 112 TH ( AVG. ) LIME CONCRETE OVER 100 TH R.C.C. SLAB -3204.062266539549 -3204.062266539549 -3204.062266539549 LIFT M/C RM -3204.062266539549 3050 3150 3150 3150 12500 3050 3150 3150 3150 12500 -3204.062266539549 25 TH D . P . C . 40 TH I . P . S . FLOORING 75 TH P . C . C . 75 TH B . F . S . 75 TH GOLDEN SAND FILLING SECTION ON - CD SCALE = 1 : 100 200 IP IP IP IP IP MT TO K.M.C. DRAIN S.U.G.W. R FROM K.M.C. MAIN THE DEPTH OF SEMI UNDER GROUND WATER RESERVOIR WILL NOT EXCEED THE DEPTH OF NEIGHBOUR COLUMN FOUNDATION 1 P A R K I N G C A R C L 1200 1200 1200 1200 1500 1500 300 300 N -3204.062266539549 2700 AREA OF LAND = 3 K - 11 CH - 44 SQ.FT. = 2699.277 SQ.FT. = 250.769 SQ.MT. ( More/Less ) AREA OF SPLAYED CORNER = 2.880 SQ.MT. AREA OF STRIP OF LAND = 4.8234 SQ.MT. LAND AREA EXCLUDING SPLAYED & STRIP OF LAND = 243.0656 SQ.MT. PERMISSIBLE GROUND COVERAGE = 142.384 SQ.MT. ( 58.578 % ) PERMISSIBLE F . A . R . = 3.000 PERMISSIBLE COVERED AREA = 243.0656 X 3.000 = 729.1968 SQ.MT. PROPOSED GROUND COVERAGE = 135.785 SQ.MT. ( 55.863 % ) PROPOSED COVERED AREA OF - GROUND FLOOR = 135.785 SQ.MT. 1 ST FLOOR = 135.785 SQ.MT. 2 ND FLOOR = 135.785 SQ.MT. 3 RD FLOOR = \L 135.785 SQ.MT. \lTOTAL COVERED AREA IN ALL FLOORS = 543.140 SQ.MT. REQUIREMENT OF CAR PARKING = 1 NOS. AREA OF CAR PARKING (25 X 1) = 25.00 SQ.MT. AREA OF STAIR CASE = 5.3 X 3.1 = 16.430 SQ.MT. AREA OF LIFT = 1.250 X 1.450 = 1.8125 SQ.MT. AREA OF LIFT M/C ROOM = \ 3.555 x 3.1\+\ 3.116 x 1.0\ = 14.1365 SQ.MT. PROPOSED F . A . R. AFTER = \L 543.140 - ( 25 + 68.0765 ) \l = 1.8516 243.0656 AREA OF TOTAL ROOF = 135.785 SQ.MT. AREA OF O . H . W . TANK = 3.1 X 1.5 = 4.650 SQ.MT. HEIGHT OF STAIR HEAD ROOM = 2.400 METRE. HEIGHT OF PARAPET WALL = 1.000 METRE . HEIGHT OF THE SUPPORTING ROOF TANK = 0.6 METRE . TOTAL HEIGHT OF THE BULDING = 12.500 METRE. OTHER AREA = ( 49.290 + 14.1365 + 4.650 ) = 68.0765 SQ.MT. 16560 [54'-4"] 4242 [13'-11"] 4220 [13'-10"] 17500 [57'-5"] 12725 [41'-9"] 16000 [52'-6"] KIDIRPORE FLY OVER 2400 \ 8'-0" \ W I D E C O M M O N P A S S A G E -3204.062266539549 -3204.062266539549 KARL MARX SARANI \LLOCATION PLAN SCALE- 1:4000 DENT MISSION ROW DENT MISSION ROW KARL MARX SARANI KIDIRPORE FLY OVER PROPOSED SITE N C.PASSAGE \LEXISTING GROUND FLOOR PLAN SCALE = 1 : 100 PRE. NO-21/1B , KARL MARX SARANI (II) PRE. NO-22 B , KARL MARX SARANI (II) PRE. NO-23 ,KARL MARX SARANI (II) ROOM ROOM ROOM ROOM ROOM SHOP PASSAGE SHOP III OPEN SPACE D D D D D D D D 2400 WIDE COMMON PASSAGE \A1;12954 \A1;3048 \A1;7315 \A1;20096 \A1;19812 \A1;23139 \A1;1500 2500 5000 2500 5000 2500 5000 2500 5000 1500 2000 1500 3000 4833 7316 5318 2500 5000 2500 5000 2500 5000 2500 5000 2400 2400 17.068 M. ( 56' - 00" ) WIDE AS PER RECORD 12.192 M. ( 40' - 0" ) WIDE IN FRONT OF THE PREMISES AS PER RECORD 4000 4000 4000 4355 4000 5000 5260 4000 2400 2400 17.068 M. ( 56' - 00" ) WIDE AS PER RECORD 12.192 M. ( 40' - 0" ) WIDE IN FRONT OF THE PREMISES AS PER RECORD 4000 4000 4000 4355 4000 5000 5260 4000 250 10600 [34'-9"] 25000 [82'] 10600 [34'-9"] 25000 [82'] 2400 3500 3000 3000 3000 3000 3000 1000 20900 2400 300 3500 2400 3000 3000 3000 3000 3000 2400 300 10600 [34'-9"] 25000 [82'] 3400 10600 [34'-9"] 25000 [82'] 2500 5000 2500 5000 1000 3275 3775 3000 5325 4525 2400 300 1525 10600 [34'-9"] 25000 [82'] 10600 [34'-9"] 25000 [82'] 10600 [34'-9"] 25000 [82'] 10600 [34'-9"] 25000 [82'] 5 <> 5 20096 5 <> 5 FRONT ELEVATION SCALE = 1 : 100 D UP GROUND FLOOR PLAN 5 5 5 5000 5 5000 5 5000 UP 1500 5 1500 5 DN. UP RAMP UP 4833 7316 5318 RAMP DN. 5 5000 5 5000 5 5000 5 5000 5000 M. WIDE DRIVE WAY F O O T P A T H 33850 33400 19000 18500 5 5 2.88 SQ.M. SPLAYED CORNER FREE GIFTED TO THE K . M . C . ( K . M . C . R O A D ) T A R A C H A N D D U T T A S T R E E T 17.068 M. ( 56' - 00" ) WIDE AS PER RECORD 12.192 M. ( 40' - 0" ) WIDE IN FRONT OF THE PREMISES AS PER RECORD 5 5 5 4355 4000 5000 5260 5 4000 M.M. DRIVE WAY FROM ROAD TO BUILDING 4000 M.M. DRIVE WAY FROM ROAD TO BUILDING ( K . M . C . R O A D ) T A R A C H A N D D U T T A S T R E E T TRANSFORMER ROOM 4000X3500 W1 Y Y S.U.G. WATER RESERVOIR FOR DOMESTIC CAP.-10,000 LTS. UNDERGROUND WATER RESERVOIR FOR FIRE FIGHTING PURPOSE BASEMENT FLOOR PLAN F O O T P A T H 33850 33400 19000 18500 5 5 2.88 SQ.M. SPLAYED CORNER FREE GIFTED TO THE K . M . C . ( K . M . C . R O A D ) T A R A C H A N D D U T T A S T R E E T 17.068 M. ( 56' - 00" ) WIDE AS PER RECORD 12.192 M. ( 40' - 0" ) WIDE IN FRONT OF THE PREMISES AS PER RECORD 5 5 5 4355 4000 5000 5260 5 4000 M.M. DRIVE WAY FROM ROAD TO BUILDING 4000 M.M. DRIVE WAY FROM ROAD TO BUILDING ( K . M . C . R O A D ) T A R A C H A N D D U T T A S T R E E T 5 1500 2000 1500 3000 D 5 5 W1 W1 W1 W1 W1 UP SECOND FLOOR PLAN \LNOTE'S / SPECIFICATION'S \A1;1. ALL DIMENTIONS ARE GIVEN IN MM. UNLESS OTHERWISE MENTIONED. 2. GRADE OF CONCRETE M-20, GRADE OF STEEL Fe-420 3. R.C.C. WORK WITH CEMENT,SAND & STONE CHIPS (1:1\S1/2;\H1.429x;:3) 4. 200 THK. OUT SIDE BK.WORK WITH C.M. (1:6) 5. ALL INSIDE WALLS ARE 75 MM THICK.OTHERWISE MENTIONED. 8. LIME TERRACING WITH BK. KHOA,SURKI,LIME (7:2:2) 9. ALL METERIALS TO BE USED AS PER PROVISION OF N.B.C.(I) 10. FLOORS OF KITCHEN, TOILET & W.C. WILL BE WATER TIGHT. CERTIFIED THAT THE STRUCTURAL DESIGN AND DRAWINGS OF BOTH FOUNDATION AND SUPERSTRUCTURE OF THE BUILDING HAS BEEN MADE BY ME CONSIDERING ALL POSSIBLE LOADS INCLUDING THE SISMIC LOAD AS PER THE NATIONAL BUILDING CODE OF INDIA AND CERTIFIED THAT IT IS SAFE AND STABLE IN ALL RESPECT. \LSTATEMENT OF STRUCTURAL ENGINEER SIG. OF STRUCTURAL ENGINEER SIGNATURE OF ARCHITECT \LSTATEMENT OF ARCHITECT SIGNATURE OF OWNER CERTIFIED WITH FULL RESPONSIBILITY THAT THE BUILDING PLAN HAS BEEN DRAWN UP AS PER PROVISIONS OF C.M.C. BUILDING RULE 1990 ASAMMENDED FROM TIME TO TIME AND THAT THE SITE CONDITIONS INCLUDING THAT TO THE ABUTTING ROAD, COMMON PASSAGE CONFORM WITH THE PLAN AND THAT IT IS A BUILDABLE SITE AND NOT A TANK OR FILLED UP TANK. \LSTATEMENT OF THE PLAN PROPOSAL \A1;1. \LGROUND COVERAGE\l = 42.225 % = 265.000 SQ.MT. 2. \LF.A.R. CONSUMED\l = 2.245 3. \LTOTAL COVERED AREA\l = 1855.000 SQ.MT. \L \l4. \LREQUIREMENT OF CAR PARKING\l = 12 NOS.(MANDATORY) 5. \LAREA OF CAR PARKING\l = 411.378 SQ.MT. 1. \LASSESSMENT NO. -\l 11 - 044 - 39 - 000 - 9. \L \l2. \LDETAILS OF REGISTERED DEED \l BOOK NO- I ,VOL- 14 , BEING NO- 06836. DATE - 06 . 07 . 2009 . PAGES - 11181 TO 11200 . 3. a) \LAREA OF LAND\l - 630.468 SQ.MT. b) \LAREA OF SPLAYED CORNER\l= 2.880 SQ.MT. c) NET LAND AREA = 627.588 SQ.MT.\L \l e) \LNO. OF STOREYES\l - B + G + V STOREYED 5. \LNO. OF TENAMENTS \l- 6. \LSIZE OF TENAMENTS \l- - COMMERCIAL . \Ftxt|c0;\H1.099x;\C256; B A \L STATEMENT OF AREA :- AREA OF LAND = 630.468 SQ.MT. ( More / Less ) AREA OF SPLAYED CORNER = 2.4 x 2.4 / 0.5 = 2.880 SQ.MT. NET LAND AREA = 627.588 SQ.MT. PERMISSIBLE GROUND COVERAGE = 251.0352 SQ.MT. ( 40.000 % ) PERMISSIBLE F . A . R . = 2.250 ( Commercial F.A.R. ) PERMISSIBLE COVERED AREA = 627.588 X 2.250 = 1412.073 SQ.MT. PROPOSED GROUND COVERAGE = 265.000 SQ.MT. ( 42.225 % ) PROPOSED COVERED AREA OF - BASEMENT FLOOR = 265.000 SQ.MT. GROUND FLOOR = 265.000 SQ.MT. 1 ST FLOOR = 265.000 SQ.MT. 2 ND FLOOR = 265.000 SQ.MT. 3 RD FLOOR = 265.000 SQ.MT. 4 TH FLOOR = 265.000 SQ.MT. \L5 TH FLOOR = 265.000 SQ.MT. \l TOTAL COVERED AREA IN ALL FLOORS = 1855.000 SQ.MT. NO OF TENAMENT = SIZE OF TENAMENT = COMMERCIAL . \C0; REQUIREMENT OF CAR PARKING = 12 NOS. ( MANDATORY ) AREA OF CAR PARKING = 411.378 SQ.MT. AREA OF STAIR HEAD ROOM = 5.325 X 3.400 = 18.105 SQ.MT. AREA OF STAIR CASE = 5.200 X 3.000 = 15.600 SQ.MT. AREA OF LIFT = 1.500 X 1.800 = 2.7 X 2 = 5.400 SQ.MT. AREA OF LIFT M/C ROOM = 3.975 x 3.4 = 13.515 SQ.MT. PROPOSED F . A . R. AFTER = \L 1855.000 - ( 411.378 + 34.215 ) \l = 2.245 627.588 TOTAL LESS AREA ( 13.515 + 15.600 + 5.100 ) = 34.215 SQ.MT. AREA OF TOTAL ROOF = 265.000 SQ.MT. AREA OF O . H . W . TANK = 3.4 X 1.5 = 5.100 SQ.MT. HEIGHT OF STAIR HEAD ROOM = 2.400 METRE. HEIGHT OF PARAPET WALL = 1.000 METRE . HEIGHT OF THE SUPPORTING ROOF TANK = 0.6 METRE . TOTAL HEIGHT OF THE BULDING = 20.900 METRE. SHOP 3625 X 2800 C.G. SHOP 5075 X 1950 SHOP 5075 X 1875 C.G. C.G. C.G. 1500 mm WIDE CORRIDOR W2 W2 W2 1500 2000 1500 3000 D 5 5 W1 W1 W1 W1 W1 UP SHOP 3575 X 2875 W2 W3 W3 W1 W1 TYPICAL FLOOR PLAN ( 1 ST & 3RD FLOOR ) SHOP 3575 X 2650 W1 SHOP 3625 X 2800 SHOP 3625 X 2800 C.G. C.G. SHOP 5075 X 1950 SHOP 5075 X 1875 SHOP 3500 X 1500 C.G. C.G. C.G. 1500 mm WIDE CORRIDOR W2 W2 W2 LADIES TOILET 3550 X 1200 GENTS TOILET 3550 X 1525 D3 D3 W3 W3 W3 W3 B B A A SHOP SHOP SHOP SHOP LADIES TOILET SHOP GENTS TOILET SHOP SHOP SHOP SHOP G. L. G. L. CAR PARKING CAR PARKING 5000 M. W I D E D R I V E W A Y SECTION - A - A 5 5 5 5 5 5 5 5 5 5 5 SCALE = 1 : 100 SCALE = 1 : 100 100 THK. P.C.C. OVER 75 THK. B.F.C. 100 THK. P.C.C. OVER 75 THK. B.F.C. 112 TH ( AVG. ) LIME CONCRETE OVER 100 TH R.C.C. SLAB 112 TH ( AVG. ) LIME CONCRETE OVER 100 TH R.C.C. SLAB G. L. G. L. 5000 M. WIDE DRIVE WAY 5 5 5 5 5 5 5 5 5 112 TH ( AVG. ) LIME CONCRETE OVER 100 TH R.C.C. SLAB 100 THK. P.C.C. OVER 75 THK. B.F.C. SECTION - B - B SCALE = 1 : 100 1500 2000 1500 3000 5 5 W1 DN 100 d R.W.P. OPEN TERRACE - VI 125 THICK PARAPET 100 d R.W.P. 125 THICK PARAPET OPEN TERRACE - VI 125 THICK PARAPET 125 THICK PARAPET \L ROOF PLAN SCALE = 1 : 100 PLAN OF S.U.G.W. RESERVIOR SCALE = 1 : 50 \C1;FIRE FIGHTING SEMI UNDER GROUND WATER TANK X X 250 250 3000 250 8000 250 450 d M.H. COVER 450 d M.H. COVER 300 1000 150 THK. P.C.C. OVER S.B.F.S\Ftxt|c0;\C7;. 100 THK. R.C.C. SLAB AIR PIPE WITH CAGE OF MOSQUITO PROOF MESH G.L. G.L. 100 750 850 750 SECTION ON - XX OF S.U.G.W.R. SCALE = 1 : 50\C3; \C6;CAPACITY = 24000 LTR . 150 75 D D1 1000X2100 900 X 2100 825 X 2100 W1 W2 W3 SIZE 1500 X 1350 600 \fTimes New Roman Baltic|b0|i0|c186|p18;X\fTimes New Roman Baltic|b0|i0|c0|p18; \fTimes New Roman Baltic|b0|i0|c186|p18;750 WINDOW MKD. SIZE DOOR MKD. SCHEDULE OF DOOR & WINDOW D2 D3 750 X 2100 1200 X 1350 W 1800 X 1350 5 SCALE = 1 : 100

Language	English
Drawing Type	Plan
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Parking
Tags	apartment, architectural, autocad, building, commercial, condo, DWG, eigenverantwortung, Family, group home, grup, Hotel, lodge, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, plan, residential, rule