Residence – Drawing Submission DWG Detail for AutoCAD

Two floor residence; drawing detailed work; columns and details of septic tanks

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

typical cross section of plinth beam., circulation, trustee’s room, to pulluthu, kitchen, outlet, inlet, bk. wall, g.l, brick jelly filling, earth filling, f.l, over flow, section at – a a, overflow, plan, head covered with mosquito net, p.c.c. bed, living room, court, section bb, staircase, section cc, dining area, entrance, balcony, foyer, deductions, section aa, bedroom, bathroom, toilet, store, ground floor plan, first floor plan, roof plan, first floor area plan, ground floor area plan with set backs, architect, approved by, drawn by, project name, drawing title, client, window

Raw text data extracted from CAD file:

0.1500000000000057 3 – d8mm d6mm STIRRUP @ 150mm c/c 3 – d8mm 0.2299999999999898 5 2 – d10mm d6mm STIRRUP @ 150mm c/c 3 – d10mm 0.2299999999999898 0.0499999999999972 d8mm @ 150mm c/c d6mm @ 150mm c/c 0.0499999999999972 \A1;3T10 \A1;3T10 # 6 @ 175C/C. 230.0 230.0 TYPICAL CROSS SECTION OF PLINTH BEAM. \A1;230 \A1;230 \A1;0.15 \A1;0.15 \A1;0.23 \A1;0.23 \A1;0.05 \A1;0.05 \W0.77333; DIGITAL \W0.77333; LAB. \W1.08890; SCIENCE \W1.08890; LAB. 3 \W0.89149; SCIENCE \W0.89149; LAB. 2 \W0.77735; 58’x15′ \W0.77735; 58’x15′ \W0.19747; 21’x32′ CIRCULATION \W0.19747; 21’x23′ CIRCULATION \W0.19747; 21’x23′ TRUSTEE’S ROOM \W0.65830; ARRIVAL \W0.65830; SPACE TRUSTEE’S ROOM \W0.77735; 37’x15′ \W0.77735; 37’x15′ \W0.77735; 41’x19′ TF6500 \W2.10573; GENTS \W2.10573; TOILET \W1.60573; 19’x29′ \W1.96287; LADIES \W1.96287; TOILET \W1.60573; 19’x29′ <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> <> \A1;10.2 [33′-7″] \A1;9.2 [30′-3″] \A1;10.4 [34′-2″] \A1;6.5 [21′-2″] \A1;2.6 [8′-4″] \A1;6.5 [21′-2″] \A1;10.4 [34′-2″] \A1;6.5 [21′-2″] \A1;10.4 [34′-2″] \A1;6.5 [21′-2″] \A1;2.5 [8′-4″] \A1;10.4 [34′-2″] \A1;6.5 [21′-2″] \A1;6.5 [21′-2″] \A1;10.4 [34′-2″] \A1;2.5 [8′-4″] \A1;6.5 [21′-2″] \A1;10.4 [34′-2″] \A1;6.5 [21′-2″] \A1;9.4 [30′-8″] \A1;10.2 [33′-7″] \A1;3.3 [10′-10″] \A1;36.0 [117′-11″] \A1;8.2 [26′-9″] \A1;4.9 [16′-1″] \A1;1.6 [5′-3″] \A1;5.0 [16′-3″] \A1;1.2 [3′-11″] \A1;31.1 [102′] \A1;16.5 [54′-2″] \A1;7.3 [23′-9″] \A1;16.5 [54′-2″] \A1;7.3 [23′-9″] \A1;1.3 [4′-1″] \A1;3.4 [11′-1″] \A1;1.3 [4′-1″] \A1;3.4 [11′-1″] \A1;4.5 [14′-7″] \A1;6.5 [21′-2″] \A1;6.5 [21′-4″] \A1;4.5 [14′-7″] \A1;11.3 [37′-1″] \A1;4.4 [14′-5″] \A1;14.1 [46′-1″] \A1;8.5 [27′-9″] \A1;10.4 [34′-3″] \A1;6.4 [21′-2″] \A1;6.5 [21′-2″] \A1;2.6 [8′-4″] \A1;10.5 [34′-3″] \A1;6.5 [21′-2″] \A1;6.5 [21′-2″] \A1;4.0 [13′-1″] \A1;15.5 [50′-8″] \A1;6.5 [21′-2″] \A1;7.6 [24′-9″] \A1;6.5 [21′-2″] \A1;6.5 [21′-2″] \A1;10.5 [34′-3″] \A1;6.5 [21′-2″] \A1;2.6 [8′-4″] \A1;10.5 [34′-3″] \A1;6.5 [21′-2″] \A1;12.2 [40′-1″] \A1;9.3 [30′-8″] \A1;12.2 [40′] \A1;4.2 [13′-9″] \A1;7.6 [25′] \A1;1.8 [5′-11″] \A1;10.2 [33′-5″] \A1;12.2 [40′] \A1;21.5 [70′-8″] \A1;7.9 [26′] \A1;7.3 [24′] \A1;7.9 [26′] \A1;7.9 [26′] \A1;7.3 [24′] \A1;21.5 [70′-8″] \A1;21.5 [70′-8″] \A1;7.9 [26′] \A1;7.3 [24′] \A1;7.9 [26′] \A1;7.9 [26′] \A1;7.3 [24′] \A1;21.5 [70′-8″] \A1;7.9 [26′] \A1;3.7 [12′-1″] \A1;2.0 [6′-7″] \A1;4.8 [15′-8″] \A1;4.7 [15′-5″] \A1;5.5 [18′-2″] \A1;9.4 [30′-11″] \A1;7.4 [24′-4″] \A1;5.5 [18′] \A1;10.6 [34′-8″] \A1;9.6 [31′-5″] \A1;10.8 [35′-4″] \A1;4.9 [16′] \A1;3.1 [10′-1″] \A1;9.3 [30′-6″] \A1;8.4 [27′-6″] \A1;14.6 [48′] \A1;21.8 [71′-4″] \A1;20.3 [66′-7″] \A1;23.9 [78′-6″] \A1;7.3 [23′-11″] \A1;13.3 [43′-7″] \A1;14.1 [46′-4″] \A1;6.0 [19′-7″] TO PULLUTHU \W1.10152; RECEPTION KITCHEN \A1;11.5 \A1;30 \A1;11.5 \A1;30 \A1;25 \A1;30 \A1;23 \A1;150 \A1;23 \A1;60 \A1;30 \A1;50 \A1;20 \A1;15 \A1;5 \A1;150 \A1;23 \A1;23 \A1;230 \A1;23 \A1;120 \A1;23 \A1;276 \A1;166 \A1;90 \A1;7.5 \A1;5 \A1;75 \A1;15 \A1;130 \A1;7.5 \A1;145 \A1;90 \A1;23 \A1;23 \A1;23 \A1;200 \A1;23 \A1;136 \A1;246 \A1;11.5 \A1;90 \A1;11.5 \A1;200 \A1;5 \A1;15 \A1;7.5 \A1;228 \A1;11.5 \A1;75 \A1;11.5 \A1;11.5 \A1;60 \A1;11.5 \A1;150 \A1;150 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 OUTLET INLET OUTLET INLET P.C.C 1:5:10 15CM TK. SAND FILLING 5CM TK. BK. WALL R.C.C COVER SLAB 7.5CM TK. R.C.C BAFFLE WALL 5CM TK. -1090.459604066873 -1090.459604066873 R.C.C BAFFLE WALL 5CM TK. -1090.459604066873 G.L BRICK JELLY FILLING BK. WALL BK. WALL BRICK JELLY FILLING -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 R.C.C COVER SLAB 7.5CM TK. P.C.C 1:5:10 15CM TK. -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 R.C.C GRADE BEAM 23CM X 25CM -1090.459604066873 -1090.459604066873 4CM THK DPC LAYER -1090.459604066873 R.C.C COLUMN SIZE 23CMX23CM R.C.C COLUMN 23CMX23CM -1090.459604066873 16MM \U+2205 MAIN ROD 4NOS -1090.459604066873 10MM \U+2205 M.S ROD ON BOTH DIRECTION @ 15CMC/C R.C.C. 1:1.5:3 EARTH FILLING SAND FILLING 20 CM TK P.C.C 1:4:8 IN FLOORING 10 CM TK FLOOR FINISH 4 CM TK 8MM d MS ROD STIRRUPS @ 15 CM 12MM d MAIN ROD 4 NOS -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 P.C.C 1:4:8 15 CM TK SAND FILLING 5 CM TK F.L G.L -1090.459604066873 OVER FLOW R.C.C COVER SLAB 7.5CM TK. SAND FILLING 5CM TK. SECTION AT – A A BK. WALL P.C.C 1:5:10 15CM TK. INLET INLET OVERFLOW A BRICK JELLY FILLING P.C.C 1:5:10 15CM TK. BK. WALL R.C.C COVER SLAB 7.5CM TK. G.L INLET INLET PLAN PLAN A.C. VENT PIPE 3 MTS HEIGHT HEAD COVERED WITH MOSQUITO NET A SECTION AT – A A A A RAIN WATER HARVESTING TANK DETAIL SCALE 1:50 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 SOAK PIT DETAIL SCALE 1:50 SEPTIC TANK DETAIL SCALE 1:50 R.C.C. COLUMN DETAIL SCALE 1:50 A A -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 PLAN PLAN PLAN SECTION AT – A A SECTION AT – A A A A SECTION AT – A A G.L G.L A A SECTION AT – A A PLAN RAIN WATER RECHARGING PIT DETAIL SCALE 1:50 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 -1090.459604066873 BK. WALL BK. WALL 10CM GRAVEL LAYER 10CM CHARCOAL LAYER 25M SAND LAYER 25CM GRAVEL LAYER POROUS PIPE FILLED WITH GRAVEL 300CM DEEP P.C.C. BED 10CM GRAVEL LAYER \A1;14.5 [47′-7″] \A1;2.7 [8′-9″] \A1;0.9[3-‘0″] \A1;11.9 [39′] \A1;11.5 [37′-9″] \A1;2.6 [8′-6″] \A1;4.2 [13′-10″] \A1;4.0 [13′-1″] \A1;2.0 [6′-7″] \A1;2.7 [8′-11″] \A1;11.5 [37′-9″] \A1;14.5 [47′-7″] \A1;4.2 [13′-10″] \A1;4.0 [13′-1″] \A1;6.2 [20′-5″] \A1;18.6 [61′] \A1;12.5 [41′] \A1;19.9 [65′-4″] \A1;1.9 [6′-3″] \A1;2.5 [8′-1″] \A1;1.3 [4′-4″] \A1;2.9 [9′-8″] \A1;3.2 [10′-7″] \A1;1.2 [4’] \A1;1.30 \A1;0.53 \A1;0.78 \A1;2.20 \A1;2.83 \A1;2.00 W1 W1 W1 W1 W3 W2 W2 W2 W2 W3 W4 W5 W4 D1 D2 D2 D5 D5 9M ROAD 4.5M ROAD LIVING ROOM KITCHEN COURT SECTION BB STAIRCASE FAMILY^JROOM dn W4 W5 D4 D1 D2 D3 D4 D3 W6 W6 D5 SECTION CC COURT DINING AREA ENTRANCE BALCONY POWDER^JROOM FAMILY ^JROOM FOYER 1 2 3 4 5 6 7 8 9 10 11 12 dn 5 5 5 5 5 5 A B C C 5 5 5 5 5 A B 1 2 12 13 14 15 16 17 1 2 3 4 5 6 7 8 9 10 11 12 12 13 14 15 16 17 \LFIRST FLOOR AREA STATEMENT A 0.5(2.46+2.7)X6.2= 15.92 B 45.99-[(14.21+3.39)/0.5] = 37.98 \L GROUND FLOOR AREA STATEMENT A 2.00 X 2.72 = 5.44 C 4.23X 14.50 = 61.33 B 4.00 X 11.50 = 45.99 C 4.23X 14.50 = 61.33 1 .05(3.73X 3.73) = 7.10 2 .05(1.90X 1.77) = 1.70 DEDUCTIONS W2 W2 W1 W1 W3 W3 W3 W3 W1 W7 W7 W7 W7 SECTION AA BEDROOM BEDROOM BATHROOM BATHROOM PEBBLE^JCOURT BEDROOM BATHROOM TOILET KITCHEN STORE GROUND LVL. ±0.00 M. PLINTH LVL. +0.60 M. FIRST FLR. LVL. +3.75 M. ROOF LVL. +6.87 M. ROOF LVL. +6.10 M. ROOF LVL. +7.82 M. D5 D5 \W0.10174; A A B B C C \W0.10174; A A B B C C \W0.10174; A A B B C C GROUND FLOOR PLAN FIRST FLOOR PLAN ROOF PLAN FIRST FLOOR AREA PLAN GROUND FLOOR AREA PLAN WITH SET BACKS GROUND LVL. ±0.00 M. PLINTH LVL. +0.60 M. FIRST FLR. LVL. +3.75 M. ROOF LVL. +6.87 M. ROOF LVL. +6.10 M. ROOF LVL. +7.82 M. GROUND LVL. ±0.00 M. PLINTH LVL. +0.60 M. FIRST FLR. LVL. +3.75 M. ROOF LVL. +6.87 M. ROOF LVL. +6.10 M. ROOF LVL. +7.82 M. 0.9[3-‘0″] 5 5 5 5 5 5 5 5 GENERAL NOTES 1. THE ARCHITECT/ARCHITECTURAL CONSULTANT NEEDS TO BE NOTIFIED IN CASE OF ANY DISCREPANCY BETWEEN THE DRAWINGS AND THE CONDITION ON SITE. 2. FOR ALL SPECIALIST WORKS & DETAILS THE CONTRACTOR / SUB-CONTRACTOR ARE TO PROVIDE DETAILED SHOP DRAWINGS FOR ARCHITECT’S / ARCHITECTURAL CONSULTANT’S / ENGINEER’S APPROVAL PRIOR TO CONSTRUCTION. 3. THERE SHALL BE NO DEVIATION FROM THE APPROVED DRAWINGS WITHOUT PRIOR CONSENT OF THE ARCHITECT / ARCHITECTURAL CONSULTANT / ENGINEER. 4. THIS DRAWING SHOULD BE READ AND NOT MEASURED. 5. ALL DIMENSIONS ARE IN MILLIMETERS AND LEVELS ARE IN MILLIMETERS UNLESS STATED OTHERWISE. 6. ALL DRAWINGS MUST BE CROSS-REFERENCED IN CASE OF ANY DOUBT / DISCREPANCY. 7. TOC REPRESENTS TOP OF CONCRETE & FFL REPRESENTS FINISHED FLOOR LEVEL. ALL DIMENSIONS SHOWN IN THE DRAWINGS ARE STRUCTURAL / MASONRY DIMENSIONS. 8. ALL ARCHITECTURAL DRAWINGS MUST BE REFERRED IN COORDINATION WITH STRUCTURAL DRAWINGS. \W2.06477; DATE \W1.58858; SCALE ARCHITECT \W0.63620; DRAWING \W0.63620; NO. \W0.37423; BUILDAUR PROJECT \W0.37423; NO. APPROVED BY \W0.44572; CHECKED \W0.44572; BY DRAWN BY PROJECT NAME DRAWING TITLE ARCHITECT CLIENT \W0.88095; REV. \W0.88095; NO. \W2.72619; REVISION DESCRIPTION \W1.94048; DATE \W4.70424; RESIDENCE \W3.13281; DRAWINGS FOR \W1.82329; APPROVAL BY THE \W1.82329; CONCERNED LOCAL \W1.82329; BODY \W3.73238; 01 \W4.12945; \LOPENING \W7.06247; WINDOW \W7.87199; DOOR \W2.02624; W1 \W1.02876; 0.80 X \W1.02876; 1.75 \W1.02876; 0.85 X \W1.02876; 1.75 \W1.88339; W2 \W1.88339; W3 \W1.85958; W4 \W1.88339; W5 \W1.88339; W6 \W1.88339; W7 \W1.02876; 0.80 X \W1.02876; 1.30 \W0.95733; 1.00 X \W0.95733; 5.00 \W0.95733; 1.30 X \W0.95733; 5.00 \W1.02876; 0.40 X \W1.02876; 1.90 \W1.02876; 0.90 X \W1.02876; 1.90 \W0.16424; 0.45 \W0.16424; 0.45 \W0.16424; 0.90 \W0.16424; 0.30 \W0.16424; 0.30 \W0.16424; 0.30 \W0.16424; 0.75 \W0.58132; 07 \W0.58132; 06 \W0.58132; 06 \W0.58132; 02 \W0.72418; 01 \W0.58132; 02 \W0.55751; 04 \W0.83577; DOOR \W3.43110; SIZES \W0.24798; NO. WINDOW \W1.60019; SIZES \W0.24798; NO. \W0.30710; SILL \W2.05005; D1 \W1.90719; D2 \W1.90719; D3 \W1.88339; D4 \W1.90719; D5 \W0.62157; 1.77 X 2.20 \W0.62157; 1.00 X 2.20 \W0.69300; 0.75 X 2.20 \W0.62157; 1.00 X 2.20 \W0.69300; 0.75 X 2.20 \W0.58132; 02 \W0.58132; 03 \W0.58132; 02 \W0.58132; 05 \W0.58132; 02 \W0.98659; AREA STATEMENTSTATEMENT GROUND FLOOR BUILT AREA 110.36 SQ. M. FIRST FLOOR BUILT AREA 114.77 SQ.M. TOTAL BUILT AREA 225.13 SQ.M. PLOT AREA 234.44 SQ.M. GROUND COVERAGE 45.08% 4.5M ROAD N 5 5 5 5 \W7.06247; WINDOW \W2.02624; W1 \W1.02876; 0.80 X \W1.02876; 1.75 \W1.02876; 0.85 X \W1.02876; 1.75 \W1.88339; W2 \W1.88339; W3 \W1.85958; W4 \W1.88339; W5 \W1.88339; W6 \W1.88339; W7 \W1.02876; 0.80 X \W1.02876; 1.30 \W0.95733; 1.00 X \W0.95733; 5.00 \W0.95733; 1.30 X \W0.95733; 5.00 \W1.02876; 0.40 X \W1.02876; 1.90 \W1.02876; 0.90 X \W1.02876; 1.90 \W0.16424; 0.45 \W0.16424; 0.45 \W0.16424; 0.90 \W0.16424; 0.30 \W0.16424; 0.30 \W0.16424; 0.30 \W0.16424; 0.75 \W0.58132; 07 \W0.58132; 06 \W0.58132; 06 \W0.58132; 02 \W0.72418; 01 \W0.58132; 02 \W0.55751; 04 WINDOW \W1.60019; SIZES \W0.24798; NO. \W0.30710; SILL \W7.87199; DOOR \W0.83577; DOOR \W3.43110; SIZES \W0.24798; NO. \W2.05005; D1 \W1.90719; D2 \W1.90719; D3 \W1.88339; D4 \W1.90719; D5 \W0.62157; 1.77 X 2.20 \W0.62157; 1.00 X 2.20 \W0.69300; 0.75 X 2.20 \W0.62157; 1.00 X 2.20 \W0.69300; 0.75 X 2.20 \W0.58132; 02 \W0.58132; 03 \W0.58132; 02 \W0.58132; 05 \W0.58132; 02 5 5 5 5 5 5