Housing Duplex 2 Levels DWG Section for AutoCAD

Plant – section – facade – foundation – structure – hydraulic systems and health

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

column width, eq., architect’s name, sheet title, scale, notes, specifications, project title, sheet no, north, date, column centre line layout plan, mig residence, all dimensions are in metre., column footing and excavation plan, ground beam and plinth beam layout plan, plot line, reference line, schedule of columns, s.no., schedule of beams at plinth level, beam no., top steel, bottom steel, column, stirrups, beam, top bars of cantilever, cantilever, bottom steel curtained, bottom steel straight, top steel straight, details of typical continous beam, extra top steel, column footing details, schedule of column and column footing, col. no., long lower tier, short upper tier, typical stirrup detail, strap beam, typical detail of eccentric footing, column main bars, links spacing, box, teper, ground level, column links, sill level plan, no., schedule of openings, remarks, total, ——, drawing area, porch, lintel level plan, verandah, guest room, personal theatre room, balcony, closed terrace, terrace level plan, slope, elevations, plinth level, slab bottom, slab top, ground floor slab bottom, first floor slab bottom, parapet wall top, schedule of beams at lintel level, opening, main steel-, distribution steel, details of typical lintel, ground floor slab details, schedule of beams at slab level, ground, first, first floor slab, ground floor slab, slab no., mid span steel, slab from beam bottom, two way, one way, other span steel, detail of slab, ———–, first floor slab details, schedule of opening, sections, first floor level, r.c.c. chajja, brickwork, store room, door, morrum and boulders, section- bb’, section- aa’, fish tank, garden, entry, municipal corporation drawing, concrete cover, vent pipe, inlet pipe, outlet pipe, baffle wall, outside, inside, door elevation, ventilator, site drainage, swp, to main sewer line, wwp, legend, comp, a.c., freeze, greejer, wall light, ceiling light, tube light, fan, exaust fan, call bell, telephone point, mcb, geyser

Raw text data extracted from CAD file:

C1 C3 C2 C4 N 0.05 0.2 0.05 0.05 0.05 2.3 2.9 1.3 2.9 0.9 2.3 0.13 0.13 1 3.2 3.2 2.7 4.7 3 1 3.2 3.2 2.7 4.7 3 1.7 2 3.75 1.55 1.7 2 3.75 1.55 0.13 0.2 0.2 0.05 0.9 1.3 1.5 1.5 1.5 1.5 0.05 0.13 0.13 0.13 26.77 22.05 0.05 0.2 0.05 0.05 0.05 0.55 0.65 0.65 0.55 0.65 0.55 0.65 0.55 0.63 0.88 0.88 0.88 0.63 2.3 2.9 1.3 2.9 0.9 2.3 0.13 1 0.5 0.5 0.5 0.5 0.5 0.5 0.9 0.9 0.5 0.5 0.5 0.5 0.6 0.6 0.5 1 1 0.5 0.5 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.13 1 3.2 3.2 2.7 4.7 3 1 3.2 3.2 2.7 4.7 3 1.7 2 3.75 1.55 1.7 2 3.75 1.55 0.13 0.88 0.63 0.5 0.5 0.5 0.5 0.2 0.2 0.05 0.65 0.55 0.5 0.7 1.1 0.7 1.1 0.55 0.65 0.55 0.65 0.7 1.1 0.63 0.88 1.1 0.7 0.88 0.63 0.63 0.88 0.63 0.9 1.3 1.5 1.5 1.5 1.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 1 0.5 0.5 0.5 26.77 0.88 0.63 22.05 0.5 0.5 0.05 0.13 0.13 0.13 GB 2 PB 1 PB 2 PB 3 GB 1 GB 3 0.2 0.3 L L3 1.5L3 L1/5 L1/4 +150 L/5 L1 5 5.6 4 4.5 3 1.5 1.5 2.5 4 3 3 3 2.5 5 4.5 1.8 2.5 1.8 3 4 5.5 1.3 2.5 1.5 1.3 1.5 2.5 2 4.5 1.8 3.6 4.5 D1 D2 W1 W2 V 50 L 50 COLUMN WIDTH 50 150 1.7 1 2.5 2.5 5.5 5.5 1.5 6.1 0.6 6.8 4.4 0.6 0.6 0.6 6.8 2.2 1 2 1.2 4.1 3.5 4.5 3.2 0.9 1.2 3.2 0.6 1.5 0.5 1.5 0.8 5 0.6 1.5 6 1.2 0.6 1.8 1 2.5 1.5 1 1.5 3 1 0.25 3.2 0.8 5 1.5 0.6 0.7 1.2 1.3 1.2 2.62 0.75 3 2.5 2 5.7 5.5 6.1 6.8 5.5 0.6 1.4 1.5 6.1 0.6 6.8 4 1.7 1 2.2 0.55 4.5 0.55 1.5 4 4 1.7 3.4 1.7 7.2 0.9 2.3 4.5 0.4 0.4 0.4 4.1 2.9 5.02 1.7 1.4 1.2 2.4 0.5 2.4 1.15 0.75 0.5 2.4 1.8 0.6 3.3 0.4 1.8 9.1 2.35 2.3 2.25 2.25 2.25 2.25 2.42 2.5 0.2 0.9 0.9 3.2 2 1.8 1.25 2 1.25 2.2 7 0.73 2.47 0.9 2.5 1 0.25 1.8 3 3 0.5 2 3 1 0.25 3.2 4 1.05 1.6 1.05 1.2 2.4 0.6 2.5 1.5 2.4 0.6 0.6 2.4 2.4 0.6 1.9 0.6 1.9 0.6 1.5 1.5 2.2 1.5 1.75 0.55 1.5 0.55 1.2 1.2 1 2.5 0.5 2 1.15 1.15 1.2 2.4 0.6 1.5 2.5 1.5 2.4 0.6 1.9 0.6 1.9 0.6 4.7 0.25 1.5 0.75 0.6 4.4 4 1.75 2 1.75 0.55 1.51 0.55 1.2 1.2 1.2 1.8 1.8 1.2 1 4.4 4 1.75 2 0.9 1.2 0.1 2.4 2 2.1 0.9 1.2 0.1 2.4 2 2.1 0.1 3.1 1.2 3 0.9 2.1 2.95 0.2 0.82 0.45 2.3 0.9 1.2 2.1 1.5 0.2 0.2 0.1 0.5 0.5 0.6 5.9 3.3 9.85 1 3.45 1.5 2.5 0.45 0.82 0.82 1 1 2.3 3.3 6.8 3.1 0.5 0.5 5.5 1.2 0.1 2.4 0.5 1 0.6 5.1 9.85 0.05 0.2 0.05 0.05 0.05 1 3.2 3.2 2.7 4.7 3 1.7 2 3.75 1.55 1.7 2 3.75 1.55 0.5 0.5 0.5 0.5 0.5 0.5 0.13 1 3.2 3.2 2.7 4.7 3 0.5 0.5 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.6 0.6 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.9 0.9 0.5 0.5 0.5 0.5 0.6 0.6 0.55 0.65 0.65 0.55 0.65 0.55 0.65 0.55 0.63 0.88 0.88 0.88 0.63 2.3 2.9 1.3 2.9 0.9 2.3 0.13 0.5 0.5 0.5 0.5 0.2 0.13 0.88 0.63 0.2 0.05 0.55 26.77 0.5 0.5 0.5 0.6 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.5 0.65 0.65 0.55 0.5 0.7 1.1 0.7 1.1 0.55 0.65 0.55 0.65 0.7 1.1 0.63 0.88 1.1 0.7 0.88 0.63 0.63 0.88 0.63 0.9 1.3 1.5 1.5 1.5 1.5 0.5 0.5 0.5 0.5 0.05 0.13 0.13 0.88 0.63 22.05 0.13 LB1 LB2 LB3 0.8 0.6 0.8 6.1 0.6 6.8 4.4 2.4 1 0.2 0.8 1.9 1.4 0.2 0.2 0.6 1.9 0.8 2.4 0.6 1.4 0.2 0.8 2.4 0.6 0.6 2.4 0.8 1.9 1.4 0.2 1 1.5 0.2 1.4 0.2 1.4 0.2 2.2 2.8 0.2 2.5 0.2 3.45 0.6M MAX. 0.1M 0.6M MAX. 0.1M 0.8 0.6 0.8 6.1 0.6 6.8 4.4 0.8 3.45 1.9 0.2 1.4 2.4 0.6 2.2 1.5 1 0.2 1 0.2 2.4 0.8 0.6 1.4 0.2 1.9 0.2 1.4 0.2 1.4 0.2 0.2 0.6 1.9 1.4 0.2 L 2.5 5 4 2.5 5.7 4 5.6 4 4.5 L3 1.5L3 L1/5 L1/4 +150 L/5 L1 3 1.5 1.5 3 3 3 4.5 1.8 1.8 5.5 1.3 2.5 1.5 1.3 1.5 2.5 2 3.6 4.5 7 L 2.5 5 4 2.5 2.5 3 4 5.6 4 L3 1.5L3 L1/5 L1/4 +150 L/5 L1 3 1.5 1.5 3 3 1.8 1.8 5.5 1.3 2.5 1.5 1.3 1.5 2.5 8.7 6.1 0.6 6.8 4.4 5.7 8.7 4.5 1.20 5.35 -12424.73900170102 1.20 3.6 W3 2.1 2.1 2.1 3 2.3 0.9 2.1 2.1 0.45 3.1 3.1 0.9 0.2 0.9 0.9 0.9 0.45 3 3 0.9 2.1 0.45 2.1 2.1 2.1 2.1 3.1 3.1 0.9 3.15 0.9 2.65 0.9 1.2 0.9 1.2 2.1 2.1 2.1 3 2.3 0.45 3 3 0.9 2.1 0.45 3.1 3.1 0.9 3 0.9 2.1 2.95 0.2 0.82 0.45 2.3 1.2 0.7 1.2 1.3 1.2 2.62 0.75 3 2.5 2 5.7 1.7 1 2.2 6.1 0.6 6.8 1.2 0.6 1.8 1 2.5 1.5 1 1.5 3 1 0.25 3.2 0.8 5 1.5 0.6 3 0.9 2.1 2.95 0.2 0.82 0.45 2.3 1.2 6.1 6.8 6 5.5 5.5 0.6 1.4 1.5 1 2 1.2 4.1 3.5 4.5 3.2 0.9 1.2 3.2 0.6 1.5 0.5 1.5 0.8 5 0.6 1.5 \A1;0.46 \A1;0.46 \A1;.17 \A1;.67 \A1;1.5m \A1;1.8m \A1;0.3m \A1;0.46m 2.1 2.1 3.15 0.9 2.65 0.9 1.2 0.9 1.2 2.1 2.1 2.1 2.1 2.1 2.1 3.1 3.1 0.9 0.45 0.2 0.9 0.9 0.9 0.9 3.1 0.5 0.5 5.5 1.2 0.1 2.4 0.5 1 0.6 5.1 9.85 1 3.3 6.8 4.7 0.25 1.5 0.75 4 9.1 2.3 2.25 2.25 2.25 2.25 2.42 4.4 4 1.75 2 1.75 0.55 1.5 0.55 1.2 1.2 1 2.5 0.5 2 1.15 1.15 1.2 2.4 0.6 1.5 2.5 1.5 2.4 0.6 1.9 0.6 1.9 0.6 2.35 3.1 0.5 0.5 5.5 1.2 0.1 2.4 0.5 1 0.6 5.1 9.85 1 3.3 6.8 4.4 2.4 0.6 0.6 2.4 2.4 0.6 1.9 0.6 1.9 0.6 1.5 1.5 2.2 1.5 0.6 1.7 1 4 1.75 2 1.75 0.55 1.51 0.55 1.2 1.2 1.2 1.8 1.8 1.2 1 2.5 0.2 0.9 0.9 3.2 2 1.8 1.25 2 1.25 2.2 7 0.73 2.47 0.9 2.5 1 0.25 1.8 3 3 0.5 2 3 1 0.25 3.2 4 1.05 1.6 1.05 1.2 2.4 0.6 2.5 1.5 2.00 2.00 1.20 1.20 1.5 1.2 1.2 0.5 1 1 2 1 1 0.5 1 0.25 \A1;1.2 /1.0 \A1;2.1 0.50 1.00 \A1;8.00 \A1;5.33 0.6 0.6 EQ. EQ. 2 2 EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. 1.38 1.38 1.38 1.38 1.25 1.25 1.98 1.96 1.96 0.9 0.9 EQ. EQ. 1.75 1.75 1.75 1.75 EQ. EQ. EQ. EQ. 1.6 1.67 1.43 1.75 1.85 2.13 2.38 EQ. EQ. EQ. EQ. 2 2 1.38 1.38 1.38 1.38 1.25 1.25 1.98 1.96 1.96 0.9 0.9 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE COLUMN CENTRE LINE LAYOUT PLAN MIG RESIDENCE 1:100 1 26 FEB 2015 ALL DIMENSIONS ARE IN METRE. ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE COLUMN FOOTING AND EXCAVATION PLAN MIG RESIDENCE 1:100 2A 26 FEB 2015 · ALL DIMENSIONS ARE IN METRE. · DETAIL FOR STRAP BEAM TO BE REFERRED FROM SHEET 2B ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE GROUND BEAM AND PLINTH BEAM LAYOUT PLAN MIG RESIDENCE 1:100 3 26 feb 2015 ALL DIMENSIONS ARE IN METRE. 6 5 4 3 2 1 A B D E G H PLOT LINE 5 R1 R2 R3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.00 +0.00 +1.55 +5.30 +9.50 +11.50 +14.70 +16.40 +3.00 +7.70 +10.40 +13.60 +16.80 +17.80 +20.80 6 5 4 3 2 1 R1 R2 5 5 5 5 5 5 5 F C 7 7 A B D E G H R3 F C 5 5 5 5 5 5 5 5 +12.40 +6.60 +19.30 5 5 5 5 5 5 5 5 5 5 REFERENCE LINE REFERENCE LINE REFERENCE LINE C5 C5 5 15 M WIDE ROAD · IF THERE IS ANY VARIATION ON THE SITE BRING IT TO THE NOTICE OF THE ARCHITECT. · KINDLY CROSS CHECK THE DIAGONAL DISTANCE. · DO NOT SCALE THE DRAWING. · REFER TO THE WRITTEN DIMENSION ONLY. · COLUMN C4 VARY FROM C1 DUE TO THE CHANGE IN TYPE OF FOOTING. SCHEDULE OF COLUMNS S.No. \W0.16781; COLUMN \W1.16781; NAME \W0.70429; COLUMN \W0.41857; SIZE (M) 1 C1 0.3X0.2 2 C2 0.45X0.2 3 C3 0.6X0.2 4 C4 0.3X0.2 5 C5 0.2X0.2 5 5 PLOT LINE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REFERENCE LINE REFERENCE LINE REFERENCE LINE 5 5 5 5 5 C5 C5 5 15 M WIDE ROAD SB1 SB2 SB2 SB2 SCHEDULE OF COLUMNS S.No. \W0.16781; COLUMN \W1.16781; NAME \W0.70429; COLUMN \W0.41857; SIZE (M) 1 C1 0.3X0.2 2 C2 0.45X0.2 3 C3 0.6X0.2 4 C4 0.3X0.2 5 C5 0.2X0.2 · ANY DISCREPANCY FOUND BETWEEN ARCHITECTURAL DRAWING AND STRUCTURAL DRAWING SHOULD BE BROUGHT TO ARCHITECT'S NOTICE BEFORE EXECUTION. · STEEL USED IS Fe 415. · COVER TO STEEL (FOR COLUMN- 25 MM CLEAR AND FOR FOOTING- 40MM CLEAR). · REFER TO THE WRITTEN DIMENSION ONLY. · COLUMN C4 VARY FROM C1 DUE TO THE CHANGE IN TYPE OF FOOTING. \W6.00536; KEY PLAN FOR GROUND \W6.00536; BEAMS AND PLINTH BEAMS \LNOTE: PB = PLINTH BEAM @ PLINTH LEVEL GB = GROUND BEAM @ GROUND LEVEL SCHEDULE OF COLUMNS S.No. \W0.16781; COLUMN \W1.16781; NAME \W0.70429; COLUMN \W0.41857; SIZE (M) 1 C1 0.3X0.2 2 C2 0.45X0.2 3 C3 0.6X0.2 4 C4 0.3X0.2 5 C5 0.2X0.2 SCHEDULE OF BEAMS AT PLINTH LEVEL BEAM NO. \W1.65847; SIZE/ THICKNESS \W1.65847; BXD (OVERALL) \W8.69350; M MID SPAN MAIN BAR (MM) \W9.16057; BOTTOM \W9.16057; STRAIGHT BARS \W0.55254; BOTTOM B/UP AT \W0.55254; 2D FROM FACE \W0.64303; TOP BARS \W5.49344; (MM) \W2.89095; RINGS / \W2.89095; DISTRIBUTION \W2.89095; C/C (MM) B1 2 X 3 2 X 12 1 X 10 8 @ 150 C/C 2 X 10 B2 2 X 4.5 2 X 12 2 X 10 8 @ 150 C/C 2 X 10 B3 2 X 6 2 X 12 2 X 12 8 @ 150 C/C 2 X 10 · ANY DISCREPANCY FOUND BETWEEN ARCHITECTURAL DRAWING AND STRUCTURAL DRAWING SHOULD BE BROUGHT TO ARCHITECT'S NOTICE BEFORE EXECUTION. · ALL CONCRETE MIX M-20 AND STEEL Fe-250 EXCEPT 6MM DIA. OF BARS. · PLEASE READ THIS DRAWING WITH RELEVANT ARCHITECTURAL DRAWING FOR BEAM, SLAB POSITION AND CANTILEVER POSITIONS. · CONTRACTOR IS RESPONSIBLE FOR CENTERING. \LNOTE: · TENSION OVERLAP 60 X DIA. AND COMPRESSION OVERLAP 30 X DIA OF BARS. · MINIMUM CLEAR COVER FOR \W8.35655; (a) SLAB = 15 MM \W8.35655; (b) BEAM = 25 MM · PROVIDE 8 @ 300 C/C 1200 LONG BARS AS EXTRA TOP OVER THOSE BEAMS WHICH ARE PARALLEL TO MAIN REINFORCEMENT OF SLAB. · BENT UP BARS SHALL BE EXTENDED UPTO 0.3 L IN ADJACENT SPAN OVER CONTINUOUS SUPPORT IF EXTRA TOPNOT PROVIDED AND ANCHOR DOWN IN END SUPPORT. · NOT MORE THAN HALF THE COLUMN BARS SHALL BE LAPPED AT THE SECTION. · USE OF NEEDLE VIBRATOR AND PLASTICIZERS RECOMMENDED FOR R.C.C. WORK. · USE DENSIFIED COATED PLYWOOD FOR SHUTTERING AND FORMWORK. · USE STEEL PROPS AND STEEL SUPPORT FOR FORMWORK. · BURNT OIL NOT PERMITTED FOR DE-SHUTTERING. · CURING - EXPOSED SURFACE OF CONCRETE SHALL BE KEPT CONTINUOUSLY IN WET CONDITION FOR MINIMUM 14 DAYS. · GHODI OR CHAIR HEIGHT = SLAB THICKNESS - (15MM + DIA OF SLAB MAIN BAR). 8 MM STIRRUPS @150MM c/c 4 NO.S 16 MM DIA MAIN BARS 16 MM DIA CRANK BAR \W3.03291; SECTION OF B1 \W3.03291; SCALE - 1:10 0.2 0.3 TOP STEEL BOTTOM STEEL COLUMN STIRRUPS BEAM \W3.22649; TYPICAL \W3.22649; END SPAN \W3.22649; DETAILS \W2.67940; OF BEAM TOP BARS OF CANTILEVER \W2.07674; BOTTOM BARS OF \W2.07674; CANTILEVER CANTILEVER L3 1.5L3 L1/5 L1/4 +150 L/5 L1 L BOTTOM STEEL CURTAINED BOTTOM STEEL STRAIGHT TOP STEEL STRAIGHT DETAILS OF TYPICAL CONTINOUS BEAM C5 C5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 EXTRA TOP STEEL 6 5 4 3 2 1 A B D E G H R1 R2 R3 6 5 4 3 2 1 R1 R2 F C 7 7 A B D E G H R3 F C +0.00 +0.00 +1.55 +5.30 +9.50 +11.50 +3.00 +7.70 +10.40 +13.60 +16.80 +17.80 +20.80 +6.60 +19.30 +14.70 +16.40 +12.40 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE COLUMN FOOTING DETAILS MIG RESIDENCE 1:100 2B 26 FEB 2015 · ALL DIMENSIONS ARE IN METRE. · DETAIL FOR STRAP BEAM TO BE REFERRED FROM SHEET 2B SCHEDULE OF COLUMNS S.No. \W0.16781; COLUMN \W1.16781; NAME \W0.70429; COLUMN \W0.41857; SIZE (M) 1 C1 0.3X0.2 2 C2 0.45X0.2 3 C3 0.6X0.2 4 C4 0.3X0.2 5 C5 0.2X0.2 · ANY DISCREPANCY FOUND BETWEEN ARCHITECTURAL DRAWING AND STRUCTURAL DRAWING SHOULD BE BROUGHT TO ARCHITECT'S NOTICE BEFORE EXECUTION. · STEEL USED IS Fe 415. · COVER TO STEEL (FOR COLUMN- 25 MM CLEAR AND FOR FOOTING- 40MM CLEAR). · REFER TO THE WRITTEN DIMENSION ONLY. · COLUMN C4 VARY FROM C1 DUE TO THE CHANGE IN TYPE OF FOOTING. SCHEDULE OF COLUMN AND COLUMN FOOTING COL. NO. \W0.19834; EXCAVATION \W0.19834; SIZE (m) P.C.C THICK (m) \W1.43643; FOOTING \W1.43643; SIZE (m) \W1.16280; FOOTING DEPTH \W1.00098; REINFORCEMENT ALONG \W2.13030; AT COLUMN \W2.13030; FACE (m) \W1.00008; AT FOOTING \W1.00008; END (m) LONG LOWER TIER SHORT UPPER TIER \W1.50786; COLUMN \W1.50786; SIZE (m) \W1.24595; VERTICAL \W2.60310; BARS \W0.29357; RINGS C/C \W1.19309; COLUMN SECTION \W1.19309; AT G. FLOOR C1 C2 C3 C5 \W0.95272; 1x1.2 \W7.71965; 1x1.5 \W6.66971; 1x1.8 0.1 0.1 \W7.15908; 0.9x1.1 \W0.71607; 0.9x1.4 \W7.03537; 0.9x1.7 0.15 0.15 0.38 0.45 0.6 0.4 \W7.03473; 0.2x0.3 \W1.93501; 0.2x0.45 \W7.03473; 0.2x0.6 \W7.03473; 0.2x0.3 \W7.04182; 0.2x0.2 \W3.24739; SCHEDULE OF STRAP BEAM BEAM NO. \W6.09227; SIZE \W6.67749; BOTTOM STEEL \W6.31590; STRAIGHT \W5.43806; BENT \W6.72827; TOP BARS \W6.90353; STIRRUPS SB 0.2x0.45 8 @ 150 C/C \W6.89555; 2 X 16 \W6.89555; 2 X 16 TYPICAL STIRRUP DETAIL 10 BARS 12 BARS 8 BARS MASTER RING (EVERY FORTH RING) 6 BARS MASTER RING (EVERY FORTH RING) MASTER RING (EVERY FORTH RING) (PROVIDE 135° HOOK WITH 0.075 EXTENSION) \W1.66700; DETAIL OF STRAP BEAM BOTTOM STEEL TOP STEEL STRAP BEAM \W0.17478; TYPICAL DETAIL OF \W0.17478; COLUMN FOOTING TYPICAL DETAIL OF ECCENTRIC FOOTING 50 L 50 COLUMN WIDTH COLUMN MAIN BARS COLUMN 50 LINKS SPACING 100 MM THICK P.C.C. BED BOX TEPER 100 MM THICK P.C.C. BED 150 TEPER COLUMN MAIN BARS GROUND LEVEL COLUMN COLUMN LINKS COLUMN MAIN BARS COLUMN \W1.64118; VIEW SHOWING THE \W1.64118; ECCENTRIC FOOTING COLUMN LINKS 100 MM THICK P.C.C. BED 0.1 C4 0.6x1.2 0.1 \W7.15908; 0.9x1.1 0.15 0.15 \W2.68726; 1x1 0.1 \W7.03344; 0.9x0.9 0.4 0.15 5 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE SILL LEVEL PLAN MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. NO. SCHEDULE OF OPENINGS \W0.38778; SIZE \W0.38778; (M) \W3.05221; LINTEL \W3.05221; LEVEL (m) REMARKS \W6.11136; SILL \W6.11136; LEVEL (m) TOTAL ------ 0.8X2.1 2.1 D1 \W1.81528; TEAK WOOD \W1.81528; FRAME 1.2X2.1 ------ 1.5X1.2 2.1 D2 \W1.81528; TEAK WOOD \W1.81528; FRAME 2.1 0.9 2.0X1.2 W2 W1 0.9 \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW 2.1 V 2.1 0.5X1.0 2.6 \W2.29147; CONCRETE \W2.29147; FRAME \W3.27161; GROUND FLOOR PLAN \W5.77161; ( SILL LEVEL ) \W0.73428; DINING AREA \W0.61523; STORE ROOM \W0.63904; STUDY ROOM DRAWING AREA \W0.18666; CHILDREN'S / \W0.18666; GUEST ROOM \W2.49633; OPEN \W2.49633; KITCHEN 2.5x1.5 m \W2.39416; ATTACHED TOILET \W1.97237; BEDROOM 4.5x3.5 m 5x4 m 3x3 m 3x2.5 m 5.5x4 m 3x1.5 m 2.5x1.5 m 5 4.5x3.5 m \W2.35333; COMMON \W2.35333; TOILET 6.8x6.1 m PORCH 5 5 RISER = 0.15m FLIGHT WIDTH = 2.2m TREAD = 0.3m UP RISER = 0.15m TREAD = 0.3m FLIGHT WIDTH = 1.5m UP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. UP 1. 2. 3. 2. 1. 3. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE SILL LEVEL PLAN MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 9 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE LINTEL LEVEL PLAN MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07X 0.1M) WITH (LINTEL LEVEL HEIGHT 2.1M) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35MM. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 MM. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4MM. GLASSES. · BEARING OF 0.2 M IS PROVIDED FOR EACH LINTEL. 5 +0.00 +0.45 +0.48 +0.45 +0.48 VERANDAH 6x1.5 m +0.00 +0.45 +0.45 +0.48 +0.48 +0.48 +0.48 +0.48 +1.50 \W4.34304; FIRST FLOOR PLAN \W5.77161; ( SILL LEVEL ) \W0.61523; STORE ROOM GUEST ROOM 2.5x1.5 m \W2.39416; ATTACHED TOILET \W1.97237; BEDROOM 5x4 m 5.5x4 m 3x1.5 m 2.5x1.5 m 5 5 \W2.35333; COMMON \W2.35333; TOILET 6.8x6.1 m PORCH 5 5 UP 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PERSONAL THEATRE ROOM 5.7x4 m 5 5 5 5 5 5 5 BALCONY 6x2.1 m CLOSED TERRACE 9.1x4.7 m PRE-CASTED CONCRETE PANELS (0.2x0.05 m) FOR CURTAIN WALL PRE-CASTED CONCRETE MULLION (0.1x0.2 m) TO SUPPORT CONCRETE PANELS 5 5 5 5 RISER = 0.15m FLIGHT WIDTH = 1.2m TREAD = 0.3m RISER = 0.15m FLIGHT WIDTH = 1.2m TREAD = 0.3m PRE-CASTED CONCRETE PANELS (0.2x0.05 m) FOR CURTAIN WALL PRE-CASTED CONCRETE MULLION (0.1x0.2 m) TO SUPPORT CONCRETE PANELS PRE-CASTED CONCRETE PANELS (0.2x0.05 m) FOR CURTAIN WALL. PRE-CASTED CONCRETE MULLION (0.2x0.08 m) TO SUPPORT CONCRETE PANELS. 5 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE LINTEL LEVEL PLAN MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · BEARING OF 0.2 M IS PROVIDED FOR EACH LINTEL. 10 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE TERRACE LEVEL PLAN MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 14 \W2.59873; TERRACE LEVEL \W6.59873; PLAN 13 MAR\H1.2x; 2015 13 MAR\H1.2x; 2015 13 MAR\H1.2x; 2015 13 MAR\H1.2x; 2015 13 MAR\H1.2x; 2015 5 5 5 5 5 \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW NO. SCHEDULE OF OPENINGS \W0.38778; SIZE \W0.38778; (M) \W3.05221; LINTEL \W3.05221; LEVEL (m) REMARKS \W6.11136; SILL \W6.11136; LEVEL (m) TOTAL ------ 0.8X2.1 2.1 D1 \W1.81528; TEAK WOOD \W1.81528; FRAME 1.2X2.1 ------ 1.5X1.2 2.1 D2 \W1.81528; TEAK WOOD \W1.81528; FRAME 2.1 0.9 2.0X1.2 W2 W1 0.9 \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW 2.1 V 2.1 0.5X1.0 2.6 \W2.29147; CONCRETE \W2.29147; FRAME \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW NO. SCHEDULE OF OPENINGS \W0.38778; SIZE \W0.38778; (M) \W3.05221; LINTEL \W3.05221; LEVEL (m) REMARKS \W6.11136; SILL \W6.11136; LEVEL (m) TOTAL ------ 0.8X2.1 2.1 D1 \W1.81528; TEAK WOOD \W1.81528; FRAME 1.2X2.1 ------ 1.5X1.2 2.1 D2 \W1.81528; TEAK WOOD \W1.81528; FRAME 2.1 0.9 2.0X1.2 W2 W1 0.9 \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW 2.1 V 2.1 0.5X1.0 2.6 \W2.29147; CONCRETE \W2.29147; FRAME \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. UP 5 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 6.8x6.1 m PORCH 5 5 5 5 5 5 5 5 5 5 5 5 5 5 22. 23. 24. 25. SLOPE SLOPE SLOPE PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. 5 5 \W7.07582; \LMUMPTY LEVELLEVEL \W8.88625; \LPLAN 5 5 SLOPE SLOPE SLOPE 5 5 5 5 5 5 5 5 5 5 5 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE ELEVATIONS MIG RESIDENCE 1:100 15 13 MAR\H1.2x; 2015 ALL DIMENSIONS ARE IN METRE. ------ · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 2.1 \W4.90492; TEAK WOOD \W4.90492; FRAME 1.5X1.2 0.9 \W5.88945; ALUMINIUM \W5.88945; SLIDING WINDOW W1 2.1 2.0X1.2 W2 0.9 2.1 0.5X1.0 V 2.6 \W5.75930; CONCRETE \W5.75930; FRAME SCHEDULE OF OPENINGS NO. \W0.38778; SIZE \W0.38778; (M) \W6.11136; SILL \W6.11136; LEVEL (m) \W3.05221; LINTEL \W3.05221; LEVEL (m) TOTAL REMARKS 0.8X2.1 D1 ------ 2.1 \W4.90492; TEAK WOOD \W4.90492; FRAME 1.2X2.1 D2 2.1 \W5.88945; ALUMINIUM \W5.88945; SLIDING WINDOW FRONT ELEVATION (EAST) PLINTH LEVEL 5 5 SLAB BOTTOM SLAB BOTTOM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W5.19393; PARAPET \W5.19393; WALL TOP SLAB TOP 5 5 5 GROUND LEVEL SIDE ELEVATION (SOUTH) PLINTH LEVEL GROUND FLOOR SLAB BOTTOM FIRST FLOOR SLAB BOTTOM PARAPET WALL TOP SLAB TOP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 GROUND LEVEL 4 15 6 8 6 5 5 5 5 5 5 5 5 5 5 5 5 6 5 4 3 2 1 A B D E G H PLOT LINE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 R1 R2 R3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.00 +0.00 +1.55 +5.30 +9.50 +11.50 +14.70 +16.40 +3.00 +7.70 +10.40 +13.60 +16.80 +17.80 +20.80 6 5 4 3 2 1 R1 R2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 F C 7 7 A B D E G H R3 F C 5 5 5 5 5 5 5 5 +12.40 +6.60 +19.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 REFERENCE LINE REFERENCE LINE REFERENCE LINE 5 5 5 5 5 C5 C5 5 15 M WIDE ROAD SB1 SB2 SB2 SB2 4 15 6 8 6 4 15 6 8 6 4 15 6 8 6 BEAM NO. SCHEDULE OF BEAMS AT LINTEL LEVEL SIZE/THICKNESS \W4.19767; (BxD) \W2.45958; (OVERALL) \W4.93726; MID SPAN MAIN BARS \W3.31762; BOTTOM \W3.31762; STRAIGHT BARS BOTTOM B/UP AT 2D FROM FACE \W2.43666; TOP BARS \W3.91285; RING/ \W1.31762; DISTRIBUTION \W3.53190; @ C/C LB1 LB2 \W5.82661; 100 X 150 \W5.89813; 200 X 200 8 @ 150 C/C 8 @ 150 C/C \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W6.89813; 2 X 10 MM LB3 \W5.89813; 200 X 380 8 @ 150 C/C \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W9.60238; ---- LINTEL BEAM LB1/LB2 OPENING MAIN STEEL- DISTRIBUTION STEEL OPENING LINTEL BEAM LB1/LB2 NOTE: LB = LINTEL BEAM @ LINTEL LEVEL \W1.60233; GROUND FLOOR PLAN \W3.22137; ( LINTEL LEVEL ) 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. \W0.87342; DINING AREA \W0.61523; STORE ROOM \W0.63904; STUDY ROOM DRAWING AREA \W1.23428; CHILDREN'S \W1.23428; ROOM \W2.49633; OPEN \W2.49633; KITCHEN 2.5x1.5 m \W2.39416; ATTACHED TOILET \W1.97237; BEDROOM 4.5x3.5 m 5x4 m 3x3 m 3x2.5 m 5.5x4 m 3x1.5 m 2.5x1.5 m 4.5x3.5 m \W2.35333; COMMON \W2.35333; TOILET 6.6x6.1 m PORCH VERANDAH 6x1.5 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP RISER = 0.15m FLIGHT WIDTH = 2.2m TREAD = 0.3m UP RISER = 0.15m TREAD = 0.3m FLIGHT WIDTH = 1.5m UP 1. 2. 3. 2. 1. 3. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RISER = 0.15m FLIGHT WIDTH = 2.2m TREAD = 0.3m 5 5 5 5 PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. 5 5 5 5 5 DETAILS OF TYPICAL LINTEL (RING + SPRING FROM LINTEL BEAM) 0.6M MAX. 0.1M BEAM NO. SCHEDULE OF BEAMS AT LINTEL LEVEL SIZE/THICKNESS \W4.19767; (BxD) \W2.45958; (OVERALL) \W4.93726; MID SPAN MAIN BARS \W3.31762; BOTTOM \W3.31762; STRAIGHT BARS BOTTOM B/UP AT 2D FROM FACE \W2.43666; TOP BARS \W3.91285; RING/ \W1.31762; DISTRIBUTION \W3.53190; @ C/C LB1 LB2 \W5.82661; 100 X 150 \W5.89813; 200 X 200 8 @ 150 C/C 8 @ 150 C/C \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W6.89813; 2 X 10 MM LB3 \W5.89813; 200 X 380 8 @ 150 C/C \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W6.89813; 2 X 10 \W9.60238; ---- LINTEL BEAM LB1/LB2 OPENING MAIN STEEL- DISTRIBUTION STEEL OPENING LINTEL BEAM LB1/LB2 NOTE: LB = LINTEL BEAM @ LINTEL LEVEL DETAILS OF TYPICAL LINTEL (RING + SPRING FROM LINTEL BEAM) 0.6M MAX. 0.1M \W0.61523; STORE ROOM GUEST ROOM 2.5x1.5 m \W2.39416; ATTACHED TOILET \W1.97237; BEDROOM 5x4 m 5.5x4 m 3x1.5 m 2.5x1.5 m \W2.35333; COMMON \W2.35333; TOILET UP PERSONAL THEATRE ROOM 5.7x4 m CLOSED TERRACE 9.1x4.7 m 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RISER = 0.15m FLIGHT WIDTH = 2.2m TREAD = 0.3m 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 6.8x6.1 m PORCH 5 5 5 5 5 5 5 5 PRE-CASTED CONCRETE PANELS (0.2x0.05 m) FOR CURTAIN WALL PRE-CASTED CONCRETE MULLION (0.1x0.2 m) TO SUPPORT CONCRETE PANELS PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. 5 5 PRE-CASTED CONCRETE PANELS (0.2x0.05 m) FOR CURTAIN WALL PRE-CASTED CONCRETE MULLION (0.1x0.2 m) TO SUPPORT CONCRETE PANELS 5 \W1.24158; FIRST FLOOR PLAN \W1.78920; ( LINTEL LEVEL ) ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE GROUND FLOOR SLAB DETAILS MIG RESIDENCE 1:100 06 26 feb 2015 ALL DIMENSIONS ARE IN METRE. SCHEDULE OF COLUMNS S.No. \W0.16781; COLUMN \W1.16781; NAME \W0.70429; COLUMN \W0.41857; SIZE (M) 1 C1 0.3X0.2 2 C2 0.45X0.2 3 C3 0.6X0.2 4 C4 0.3X0.2 5 C5 0.2X0.2 · ANY DISCREPANCY FOUND BETWEEN ARCHITECTURAL DRAWING AND STRUCTURAL DRAWING SHOULD BE BROUGHT TO ARCHITECT'S NOTICE BEFORE EXECUTION. · ALL CONCRETE MIX M-20 AND STEEL Fe-250 EXCEPT 6MM DIA. OF BARS. · PLEASE READ THIS DRAWING WITH RELEVANT ARCHITECTURAL DRAWING FOR BEAM, SLAB POSITION AND CANTILEVER POSITIONS. · CONTRACTOR IS RESPONSIBLE FOR CENTERING. SCHEDULE OF BEAMS AT SLAB LEVEL BEAM NO. \W1.65847; SIZE/ THICKNESS \W1.65847; BXD (OVERALL) \W8.69350; M MID SPAN MAIN BAR (MM) \W9.16057; BOTTOM \W9.16057; STRAIGHT BARS \W0.55254; BOTTOM B/UP AT \W0.55254; 2D FROM FACE \W0.64303; TOP BARS \W5.49344; (MM) \W2.89095; RINGS / \W2.89095; DISTRIBUTION \W2.89095; C/C (MM) B1 2 X 3 2 X 12 1 X 10 8 @ 150 C/C 2 X 10 B2 2 X 4.5 2 X 12 2 X 10 8 @ 150 C/C 2 X 10 B3 2 X 6 2 X 12 2 X 12 8 @ 150 C/C 2 X 10 \LNOTE: · TENSION OVERLAP 60 X DIA. AND COMPRESSION OVERLAP 30 X DIA OF BARS. · MINIMUM CLEAR COVER FOR \W8.35655; (a) SLAB = 15 MM \W8.35655; (b) BEAM = 25 MM · PROVIDE 8 @ 300 C/C 1200 LONG BARS AS EXTRA TOP OVER THOSE BEAMS WHICH ARE PARALLEL TO MAIN REINFORCEMENT OF SLAB. · BENT UP BARS SHALL BE EXTENDED UPTO 0.3 L IN ADJACENT SPAN OVER CONTINUOUS SUPPORT IF EXTRA TOPNOT PROVIDED AND ANCHOR DOWN IN END SUPPORT. · NOT MORE THAN HALF THE COLUMN BARS SHALL BE LAPPED AT THE SECTION. · USE OF NEEDLE VIBRATOR AND PLASTICIZERS RECOMMENDED FOR R.C.C. WORK. · USE DENSIFIED COATED PLYWOOD FOR SHUTTERING AND FORMWORK. · USE STEEL PROPS AND STEEL SUPPORT FOR FORMWORK. · BURNT OIL NOT PERMITTED FOR DE-SHUTTERING. · CURING - EXPOSED SURFACE OF CONCRETE SHALL BE KEPT CONTINUOUSLY IN WET CONDITION FOR MINIMUM 14 DAYS. · GHODI OR CHAIR HEIGHT = SLAB THICKNESS - (15MM + DIA OF SLAB MAIN BAR). TOP BARS OF CANTILEVER \W2.07674; BOTTOM BARS OF \W2.07674; CANTILEVER CANTILEVER L3 1.5L3 L1/5 L1/4 +150 L/5 L1 L BOTTOM STEEL CURTAINED BOTTOM STEEL STRAIGHT TOP STEEL STRAIGHT DETAILS OF TYPICAL CONTINOUS BEAM C5 C5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 EXTRA TOP STEEL B1 B1 B1 B1 B2 B1 B3 B3 B1 B1 B1 B1 B1 B2 B1 B3 B2 B2 B2 B2 B1 B1 B1 B2 B2 B2 B1 B3 B1 B2 B2 B2 B2 B2 B1 B1 B1 B1 5 S1 S1 S1 S1 S1 S1 S1 S1 S1 S1 S2 S2 S2 1 GROUND 2 FIRST FIRST FLOOR SLAB GROUND FLOOR SLAB \W0.94550; KEY PLAN FOR GROUND \W0.94550; SLAB AND BEAMS \W1.29915; KEY ELEVATION SHOWING NO. OF \W1.29915; FLOORS CONSIDERED FOR \W1.29915; STRUCTURAL DESIGN SLAB NO. \W5.19767; TH. MID SPAN STEEL \W2.74619; REMARKS S1 S2 \W6.91545; 100 \W6.91545; 100 MM S3 \W1.45976; 150 SLAB FROM BEAM BOTTOM \W4.53100; TYPE TWO WAY ONE WAY ONE WAY OTHER SPAN STEEL # 8 @ 200 c/c ALT. BENT @L/4 \W9.53583; # 6 @ 150 c/c \W7.88804; # 8 @ 180 c/c \W4.99321; # 8 @ 180 c/c \W0.96069; ALT. BENT @L/4 \W4.54837; # 8 @ 180 c/c \W4.54837; ALT. BENT @L/4 \W4.39815; # 8 @ 180 c/c \W4.39815; ALT. BENT @L/4 DETAIL OF SLAB ----------- ----------- ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE FIRST FLOOR SLAB DETAILS MIG RESIDENCE 1:100 11 26 feb 2015 ALL DIMENSIONS ARE IN METRE. SCHEDULE OF COLUMNS S.No. \W0.16781; COLUMN \W1.16781; NAME \W0.70429; COLUMN \W0.41857; SIZE (M) 1 C1 0.3X0.2 2 C2 0.45X0.2 3 C3 0.6X0.2 4 C4 0.3X0.2 5 C5 0.2X0.2 · ANY DISCREPANCY FOUND BETWEEN ARCHITECTURAL DRAWING AND STRUCTURAL DRAWING SHOULD BE BROUGHT TO ARCHITECT'S NOTICE BEFORE EXECUTION. · ALL CONCRETE MIX M-20 AND STEEL Fe-250 EXCEPT 6MM DIA. OF BARS. · PLEASE READ THIS DRAWING WITH RELEVANT ARCHITECTURAL DRAWING FOR BEAM, SLAB POSITION AND CANTILEVER POSITIONS. · CONTRACTOR IS RESPONSIBLE FOR CENTERING. SCHEDULE OF BEAMS AT SLAB LEVEL BEAM NO. \W1.65847; SIZE/ THICKNESS \W1.65847; BXD (OVERALL) \W8.69350; M MID SPAN MAIN BAR (MM) \W9.16057; BOTTOM \W9.16057; STRAIGHT BARS \W0.55254; BOTTOM B/UP AT \W0.55254; 2D FROM FACE \W0.64303; TOP BARS \W5.49344; (MM) \W2.89095; RINGS / \W2.89095; DISTRIBUTION \W2.89095; C/C (MM) B1 2 X 3 2 X 12 1 X 10 8 @ 150 C/C 2 X 10 B2 2 X 4.5 2 X 12 2 X 10 8 @ 150 C/C 2 X 10 B3 2 X 6 2 X 12 2 X 12 8 @ 150 C/C 2 X 10 \LNOTE: · TENSION OVERLAP 60 X DIA. AND COMPRESSION OVERLAP 30 X DIA OF BARS. · MINIMUM CLEAR COVER FOR \W8.35655; (a) SLAB = 15 MM \W8.35655; (b) BEAM = 25 MM · PROVIDE 8 @ 300 C/C 1200 LONG BARS AS EXTRA TOP OVER THOSE BEAMS WHICH ARE PARALLEL TO MAIN REINFORCEMENT OF SLAB. · BENT UP BARS SHALL BE EXTENDED UPTO 0.3 L IN ADJACENT SPAN OVER CONTINUOUS SUPPORT IF EXTRA TOPNOT PROVIDED AND ANCHOR DOWN IN END SUPPORT. · NOT MORE THAN HALF THE COLUMN BARS SHALL BE LAPPED AT THE SECTION. · USE OF NEEDLE VIBRATOR AND PLASTICIZERS RECOMMENDED FOR R.C.C. WORK. · USE DENSIFIED COATED PLYWOOD FOR SHUTTERING AND FORMWORK. · USE STEEL PROPS AND STEEL SUPPORT FOR FORMWORK. · BURNT OIL NOT PERMITTED FOR DE-SHUTTERING. · CURING - EXPOSED SURFACE OF CONCRETE SHALL BE KEPT CONTINUOUSLY IN WET CONDITION FOR MINIMUM 14 DAYS. · GHODI OR CHAIR HEIGHT = SLAB THICKNESS - (15MM + DIA OF SLAB MAIN BAR). TOP BARS OF CANTILEVER \W2.07674; BOTTOM BARS OF \W2.07674; CANTILEVER CANTILEVER L3 1.5L3 L1/5 L1/4 +150 L/5 L1 L BOTTOM STEEL CURTAINED BOTTOM STEEL STRAIGHT TOP STEEL STRAIGHT DETAILS OF TYPICAL CONTINOUS BEAM C5 C5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B2 B2 B2 B2 B2 B2 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B1 B2 B3 B3 B2 B2 B1 B1 B1 B1 B1 B3 B1 EXTRA TOP STEEL B1 5 S1 S1 S1 S1 S1 S1 S1 S2 S2 1 GROUND 2 FIRST FIRST FLOOR SLAB GROUND FLOOR SLAB \W2.12309; KEY PLAN FOR FIRST FLOOR \W2.12309; SLAB AND BEAMS \W3.45616; KEY ELEVATION SHOWING NO. OF \W3.45616; FLOORS CONSIDERED FOR \W3.45616; STRUCTURAL DESIGN SLAB NO. \W5.19767; TH. MID SPAN STEEL \W2.74619; REMARKS S1 S2 \W6.91545; 100 \W6.91545; 100 MM S3 \W1.45976; 150 SLAB FROM BEAM BOTTOM \W4.53100; TYPE TWO WAY ONE WAY ONE WAY OTHER SPAN STEEL # 8 @ 200 c/c ALT. BENT @L/4 \W9.53583; # 6 @ 150 c/c \W7.88804; # 8 @ 180 c/c \W4.99321; # 8 @ 180 c/c \W0.96069; ALT. BENT @L/4 \W4.54837; # 8 @ 180 c/c \W4.54837; ALT. BENT @L/4 \W4.39815; # 8 @ 180 c/c \W4.39815; ALT. BENT @L/4 DETAIL OF SLAB ----------- ----------- 5 5 5 5 6.8x6.1 m PORCH 5 S1 5 5 S2 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE SCHEDULE OF OPENING MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 18 13 MAR\H1.2x; 2015 S2 5 B B' A A' B B' A A' B B' A A' B B' A A' B B' A A' ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE SECTIONS MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 16 13 MAR\H1.2x; 2015 \W0.96317; ATTACHED TOILET \W2.48698; STUDY ROOM \W4.32031; KITCHEN \W1.79650; DRAWING AREA \W0.96317; ATTACHED TOILET PERSONAL THEATRE ROOM \W0.79650; CLOSED TERRACE \W0.79650; AREA PLINTH LEVEL FIRST FLOOR LEVEL PLINTH LEVEL PARAPET WALL TOP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.9 R.C.C. CHAJJA BRICKWORK 0.2m BRICKWORK (PARAPET WALL) GROUND LEVEL 5 5 GROUND BEAM (0.2X0.6) 5 PLINTH LEVEL FIRST FLOOR LEVEL PLINTH LEVEL PARAPET WALL TOP GROUND LEVEL STORE ROOM \W2.58992; PERSONAL \W2.58992; THEATRE ROOM \W1.62945; STORE \W1.86755; ROOM \W2.01040; OPEN \W2.01040; KITCHEN 5 5 5 5 5 5 5 5 \W1.43897; PORCH 5 5 5 5 5 5 R.C.C. CHAJJA BRICKWORK DOOR GROUND BEAM (0.2X0.3) PLINTH BEAM (0.2X0.3m) 5 5 5 5 5 MORRUM AND BOULDERS 0.1m PCC BED MORRUM AND BOULDERS 0.1m PCC BED SECTION- BB' SECTION- AA' ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE FURNITURE LAYOUT (GROUND FLOOR) MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. NO. SCHEDULE OF OPENINGS \W0.38778; SIZE \W0.38778; (M) \W3.05221; LINTEL \W3.05221; LEVEL (m) REMARKS \W6.11136; SILL \W6.11136; LEVEL (m) TOTAL ------ 0.8X2.1 2.1 D1 \W1.81528; TEAK WOOD \W1.81528; FRAME 1.2X2.1 ------ 1.5X1.2 2.1 D2 \W1.81528; TEAK WOOD \W1.81528; FRAME 2.1 0.9 2.0X1.2 W2 W1 0.9 \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW 2.1 V 2.1 0.5X1.0 2.6 \W2.29147; CONCRETE \W2.29147; FRAME \W4.27161; FURNITURE LAYOUT \W3.93827; ( GROUND FLOOR ) RISER = 0.15m FLIGHT WIDTH = 2.2m TREAD = 0.3m UP RISER = 0.15m TREAD = 0.3m FLIGHT WIDTH = 1.5m UP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. UP 1. 2. 3. 2. 1. 3. 7 +0.00 +0.45 +0.00 RISER = 0.15m FLIGHT WIDTH = 1.2m TREAD = 0.3m 13 MAR\H1.2x; 2015 \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW 4 15 6 8 6 B B' A A' \W0.18666; CHILDREN'S / \W0.18666; GUEST ROOM 5.5x4 m +0.48 \W1.97237; BEDROOM 5x4 m +0.48 \W0.63904; STUDY ROOM 3x3 m +0.48 FISH TANK \W2.49633; OPEN \W2.49633; KITCHEN 3x2.5 m +0.48 \W0.73428; DINING AREA 4.5x3.5 m +0.48 DRAWING AREA 4.5x3.5 m +0.48 \W1.48048; ATTACHED \W2.69476; TOILET 3x1.5 m +0.45 \W3.18666; STORE \W3.42476; ROOM 2.5x1.5 m +0.48 2.5x1.5 m \W2.35333; COMMON \W2.35333; TOILET +0.45 6.8x6.1 m PORCH 4.7X2.2m VERANDAH VERANDAH 6x1.5 m ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE FURNITURE LAYOUT (FIRST FLOOR) MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 12 \W4.27161; FURNITURE LAYOUT \W5.03351; ( FIRST FLOOR ) 6.8x6.1 m PORCH UP 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. RISER = 0.15m FLIGHT WIDTH = 1.2m TREAD = 0.3m 13 MAR\H1.2x; 2015 NO. SCHEDULE OF OPENINGS \W0.38778; SIZE \W0.38778; (M) \W3.05221; LINTEL \W3.05221; LEVEL (m) REMARKS \W6.11136; SILL \W6.11136; LEVEL (m) TOTAL ------ 0.8X2.1 2.1 D1 \W1.81528; TEAK WOOD \W1.81528; FRAME 1.2X2.1 ------ 1.5X1.2 2.1 D2 \W1.81528; TEAK WOOD \W1.81528; FRAME 2.1 0.9 2.0X1.2 W2 W1 0.9 \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW 2.1 V 2.1 0.5X1.0 2.6 \W2.29147; CONCRETE \W2.29147; FRAME \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. 4 15 6 8 6 B B' A A' \W0.18666; CHILDREN'S / \W0.18666; GUEST ROOM 5.5x4 m +0.48 \W1.97237; BEDROOM 5x4 m +0.48 \W1.48048; ATTACHED \W2.69476; TOILET 3x1.5 m +0.45 \W3.18666; STORE \W3.42476; ROOM 2.5x1.5 m +0.48 2.5x1.5 m \W2.35333; COMMON \W2.35333; TOILET +0.45 B3 B1 PARAPET WALL TOP 15 M WIDE ROAD GARDEN GARDEN - +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 ENTRY ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE MUNICIPAL CORPORATION DRAWING \W2.67432; MIG \W2.67432; RESIDENCE 1:200 ALL DIMENSIONS ARE IN METRE. 19 13 MAR\H1.2x; 2015 · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. \W0.73428; DINING AREA \W0.61523; STORE ROOM \W0.63904; STUDY ROOM DRAWING AREA \W0.18666; CHILDREN'S / \W0.18666; GUEST ROOM \W2.49633; OPEN \W2.49633; KITCHEN 2.5x1.5 m \W2.39416; ATTACHED TOILET \W1.97237; BEDROOM 4.5x3.5 m 5x4 m 3x3 m 3x2.5 m 5.5x4 m 3x1.5 m 2.5x1.5 m 5 4.5x3.5 m \W2.35333; COMMON \W2.35333; TOILET 6.8x6.1 m PORCH 5 5 RISER = 0.15m FLIGHT WIDTH = 2.2m TREAD = 0.3m UP RISER = 0.15m TREAD = 0.3m FLIGHT WIDTH = 1.5m UP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. UP 1. 2. 3. 2. 1. 3. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 +0.00 +0.45 +0.48 +0.45 +0.48 VERANDAH 6x1.5 m +0.00 +0.45 +0.45 +0.48 +0.48 +0.48 +0.48 +0.48 +1.50 RISER = 0.15m FLIGHT WIDTH = 1.2m TREAD = 0.3m PRE-CASTED CONCRETE PANELS (0.2x0.05 m) FOR CURTAIN WALL. PRE-CASTED CONCRETE MULLION (0.2x0.08 m) TO SUPPORT CONCRETE PANELS. 5 5 5 PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. B B' A A' 5 \W0.61523; STORE ROOM GUEST ROOM 2.5x1.5 m \W2.39416; ATTACHED TOILET \W1.97237; BEDROOM 5x4 m 5.5x4 m 3x1.5 m 2.5x1.5 m 5 5 \W2.35333; COMMON \W2.35333; TOILET 6.8x6.1 m PORCH 5 5 UP 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PERSONAL THEATRE ROOM 5.7x4 m 5 5 5 5 5 5 5 BALCONY 6x2.1 m CLOSED TERRACE 9.1x4.7 m PRE-CASTED CONCRETE PANELS (0.2x0.05 m) FOR CURTAIN WALL PRE-CASTED CONCRETE MULLION (0.1x0.2 m) TO SUPPORT CONCRETE PANELS 5 5 5 5 RISER = 0.15m FLIGHT WIDTH = 1.2m TREAD = 0.3m PRE-CASTED CONCRETE PANELS (0.2x0.05 m) FOR CURTAIN WALL PRE-CASTED CONCRETE MULLION (0.1x0.2 m) TO SUPPORT CONCRETE PANELS 5 5 5 PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. 5 5 5 5 5 5 5 5 B B' A A' \W4.27161; FURNITURE LAYOUT \W5.77161; ( SILL LEVEL ) \W4.27161; FURNITURE LAYOUT \W5.77161; ( SILL LEVEL ) 5 FRONT ELEVATION (EAST) PLINTH LEVEL 5 5 SLAB BOTTOM SLAB BOTTOM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W5.19393; PARAPET \W5.19393; WALL TOP SLAB TOP 5 5 5 GROUND LEVEL 5 5 5 5 PLINTH LEVEL FIRST FLOOR LEVEL PLINTH LEVEL PARAPET WALL TOP GROUND LEVEL STORE ROOM \W2.58992; PERSONAL \W2.58992; THEATRE ROOM \W1.62945; STORE \W1.86755; ROOM \W2.01040; OPEN \W2.01040; KITCHEN 5 5 5 5 5 5 5 5 \W1.43897; PORCH 5 5 5 5 5 5 R.C.C. CHAJJA BRICKWORK DOOR GROUND BEAM (0.2X0.3) PLINTH BEAM (0.2X0.3m) 5 5 5 5 5 MORRUM AND BOULDERS MORRUM AND BOULDERS SECTION- AA' PARAPET WALL TOP \W0.96317; ATTACHED TOILET \W2.48698; STUDY ROOM \W4.32031; KITCHEN \W1.79650; DRAWING AREA \W0.96317; ATTACHED TOILET PERSONAL THEATRE ROOM \W0.79650; CLOSED TERRACE \W0.79650; AREA PLINTH LEVEL \W2.01658; FIRST FLOOR \W7.44562; LEVEL PLINTH LEVEL \W1.27340; PARAPET WALL \W8.27405; TOP 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.9 R.C.C. CHAJJA BRICKWORK 0.2m BRICKWORK (PARAPET WALL) GROUND LEVEL 5 5 GROUND BEAM (0.2X0.6) 5 MORRUM AND BOULDERS MORRUM AND BOULDERS SECTION- BB' FRONT ELEVATION (EAST) PLINTH LEVEL 5 5 SLAB BOTTOM SLAB BOTTOM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W5.19393; PARAPET \W5.19393; WALL TOP SLAB TOP 5 5 5 GROUND LEVEL 5 5 5 5 15 M WIDE ROAD GARDEN GARDEN +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 +2.65 ENTRY CONCRETE COVER VENT PIPE \W4.01329; PLAN OF SEPTIC TANK \W5.41141; (1:5) VENT PIPE INLET PIPE OUTLET PIPE 0.15m DIA PIPE 0.15m DIA PIPE 0.46 0.46 5 5 CONCRETE COVER INLET PIPE \W0.99453; SECTION OF SEPTIC TANK \W8.97072; (1:5) BAFFLE WALL OUTLET PIPE VENT PIPE VENT PIPE 1.5m 1.8m 0.3m 0.46m INLET PIPE OUTLET PIPE 0.15m DIA PIPE 0.15m DIA PIPE PLAN W2 ALUMINIUM FRAME SLIDING WINDOW WITH 4mm THK. FLOAT GLASS AND MS GRILL FIXED FROM INSIDE. 2.00 1.20 2.00 OUTSIDE INSIDE INSIDE OUTSIDE HOT DIPPED GALVANISED 18-20 MICRON POWDER COATED ALUMINIUM SLIDING WINDOW WITH 4mm THK. CLEAR GLASS WITH REQUIRED HARD WARE ELEVATION W2 SECTION W2 1.20 INSIDE OUTSIDE HOT DIPPED GALVANISED 18-20 MICRON POWDER COATED ALUMINIUM SLIDING WINDOW WITH 4mm THK. CLEAR GLASS WITH REQUIRED HARD WARE AL FRAME SLIDING WINDOW WITH 4mm THK. FLOAT GLASS AND MS GRILL FIXED FROM INSIDE. OUTSIDE INSIDE 1.5 1.2 ELEVATION W1 PLAN W1 SECTION W1 NO. SCHEDULE OF OPENINGS \W0.38778; SIZE \W0.38778; (M) \W3.05221; LINTEL \W3.05221; LEVEL (m) REMARKS \W6.11136; SILL \W6.11136; LEVEL (m) TOTAL ------ 0.8X2.1 2.1 D1 \W1.81528; TEAK WOOD \W1.81528; FRAME 1.2X2.1 ------ 1.5X1.2 2.1 D2 \W1.81528; TEAK WOOD \W1.81528; FRAME 2.1 0.9 2.0X1.2 W2 W1 0.9 \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW 2.1 V 2.1 0.5X1.0 2.6 \W2.29147; CONCRETE \W2.29147; FRAME \W2.97696; ALUMINIUM \W2.97696; SLIDING WINDOW 4 15 6 8 6 DOOR ELEVATION 5 5 5 5 5 5 5 5 5 5 \W9.47966; DETAILS OF DOOR FRAME IN SECTION 1.2 /1.0 2.1 VENTILATOR 0.50 1.00 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE SITE DRAINAGE MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 17 13 MAR\H1.2x; 2015 \W0.73428; DINING AREA \W0.61523; STORE ROOM \W0.63904; STUDY ROOM DRAWING AREA \W0.18666; CHILDREN'S / \W0.18666; GUEST ROOM \W2.49633; OPEN \W2.49633; KITCHEN 2.5x1.5 m \W1.97237; BEDROOM 4.5x3.5 m 5x4 m 3x3 m 3x2.5 m 5.5x4 m 4.5x3.5 m 6.8x6.1 m PORCH UP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. VERANDAH 6x1.5 m +0.48 +1.50 RISER = 0.15m FLIGHT WIDTH = 1.2m TREAD = 0.3m IC IC 5 5 IC IC IC \W0.52202; SEPTIC \W0.52202; TANK IC IC SWP IC IC IC IC IC TO MAIN SEWER LINE TO MAIN SEWER LINE SWP WWP WWP SLOPE SLOPE SLOPE SLOPE SLOPE SLOPE SITE DRAINAGE PLOT LINE ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE ELECTRICAL LAYOUT (GROUND FLOOR) MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 8 13 MAR\H1.2x; 2015 5 5 ARCHITECT'S NAME SHEET TITLE SCALE NOTES SPECIFICATIONS PROJECT TITLE SHEET NO NORTH DATE ELECTRICAL LAYOUT (GROUND FLOOR) MIG RESIDENCE 1:100 ALL DIMENSIONS ARE IN METRE. · ALL DOOR FRAMES- SIZE AND SHAPE AS PER THE DRAWING SHOULD BE OF WOODEN FRAME (0.07x 0.1m) WITH (LINTEL LEVEL HEIGHT 2.1m) FIXING OF FRAMES SHOULD BE STRICTLY DURING THE BRICK WORK ONLY. · DOOR SHUTTERS ARE OF FLUSH DOOR 35mm. THICK AND BOTH SIDE LAMINATED AS PER THE DRAWING. · STAINLESS STEEL DOOR HINGES AND ALL OTHER BRASS FITTINGS WITH S.S. FINISH SHOULD BE USED AS PER THE CHOICE OF THE OWNER. · 10 mm. THICK TEAK WOOD BEADING ON ALL THE SIDES OF DOOR SHUTTERS SHOULD BE PROVIDED. · ALL ALUMINIUM WINDOWS SIZES AND SHAPES AS PER THE DRAWING WITH SLIDING SHUTTERS PROVIDED WITH 4mm. GLASSES. · ALL ALUMINIUM SECTIONS SHOULD BE 1.5mm. THICK. 13 13 MAR\H1.2x; 2015 6.8x6.1 m PORCH UP 21. 22. 23. 24. 25. 26. 27. 28. 29. 30. 31. 32. 33. 34. 35. 36. 37. 38. 39. 40. PRE-CASTED CONCRETE PANELS (0.2x0.1 m) FOR CURTAIN WALL. \W0.93813; SB01 \W0.79528; SB02 \W0.79528; SB03 \W0.77147; SB04 \W0.79528; SB05 6-CL, 1-CB, 1-P \W0.71429; 1-T, 1-WL, 1-F, \W0.71429; 1-PH, 2-P \W0.71429; 1-WL,1-T, 1-F, \W0.71429; 1-WL, 1-FRIDGE, 1-P \W0.79528; SB06 \W0.85714; 3-P \W0.79528; SB07 1-T, 1-F, 1-P \W0.79528; SB08 \W0.81908; SB09 \W0.71429; 1-T, 1-F, 1-P \W0.79528; SB10 \W0.71429; 1-WL, 1-COMP, \W0.71429; 2-P \W0.93813; SB11 \W0.71429; 1-FT \W0.79528; SB12 \W0.85714; 2-P, 1-PH \W0.79528; SB13 \W0.71429; 1-F, 1-T, 1-WL \W0.77147; SB14 \W0.71429; 1-WL, 1-T, 1-P, \W0.79528; SB15 \W0.71429; 1-GEYSER, 1-EX \W0.79528; SB16 \W0.85714; 2-CL, 1-P \W0.79528; SB17 \W0.71429; 1-T, 1-F, 1-CL, \W0.79528; SB18 \W0.71429; 1-WL, 1-F, 1-AC, \W0.81908; SB19 \W0.85714; 2-CL, 1-WL \W0.79528; SB20 \W0.71429; 1-GEYSER, \W0.71429; 1-EX \W0.93813; SB21 \W0.71429; 1-WL \W0.85714; 2-WL, 2-P LEGEND WL CL T F TV COMP EX A.C. FREEZE CB PH GREEJER P 5 AMP PLUG WALL LIGHT CEILING LIGHT TUBE LIGHT FAN TELEVISION CABEL + 5 AMP PLUG 5 AMP 3 PLUG SET + INTERNET CABEL EXAUST FAN 15 AMP PLUG 15 AMP PLUG CALL BELL TELEPHONE POINT 15 AMP PLUG FT FISH TANK RISER = 0.15m FLIGHT WIDTH = 2.2m TREAD = 0.3m UP RISER = 0.15m TREAD = 0.3m FLIGHT WIDTH = 1.5m UP 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. UP 1. 2. 3. 2. 1. 3. +0.00 +0.45 +0.00 EX EX WL WL WL WL WL WL WL WL WL WL WL WL CL CL CL CL CL CL CL CL CL CL EQ. EQ. EQ. EQ. EQ. EQ. EQ. EQ. <> <> <> <> <> <> <> <> <> <> <> <> <> EQ. EQ. EQ. EQ. 5 <> <> <> EQ. EQ. EQ. EQ. <> <> <> WL <> <> <> <> SB01 DB MCB GEYSER GEYSER SB02 SB05 SB04 SB08 SB07 SB06 SB09 SB10 SB12 SB11 SB13 SB14 SB15 SB17 SB18 SB16 SB19 SB20 SB21 T SB03 T T T T T T \W1.48048; ATTACHED \W2.69476; TOILET 3x1.5 m \W2.58221; DINING AREA \W2.46317; STORE ROOM \W5.03459; STUDY \W5.27269; ROOM \W1.79650; DRAWING AREA \W2.03459; CHILDREN'S / \W2.03459; GUEST ROOM \W3.98717; OPEN \W2.89193; KITCHEN 2.5x1.5 m \W3.82031; BEDROOM 4.5x3.5 m 5x4 m 3x3 m 3x2.5 m 5.5x4 m 4.5x3.5 m 6.8x6.1 m PORCH VERANDAH 6x1.5 m \W3.15651; ATTACHED \W4.37080; TOILET 3x1.5 m EX WL WL EQ. EQ. EQ. EQ. GEYSER SB06 SB07 SB08 SB09 SB10 T \W3.82031; BEDROOM 5x4 m BALCONY 6x1.5 m \W3.15651; ATTACHED \W4.37080; TOILET 3x1.5 m BALCONY 6x2.1 m \W0.93813; SB01 1-CL, 1-T, 2-F, 1-P \W0.79528; SB02 \W0.79528; SB03 \W0.85714; 2-WL, 1-CL, 1-F, \W0.77147; SB04 \W0.71429; 1-F, 3-WL, 1TV \W0.79528; SB05 \W0.85714; 2-P, 1-PH \W0.79528; SB06 \W0.85714; 2-P, 1-PH \W0.79528; SB07 \W0.71429; 1-F, 1-T, 1-WL \W0.79528; SB08 \W0.71429; 1-WL, 1-T, 1-P, \W0.81908; SB09 \W0.71429; 1-GEYSER, 1-EX \W0.79528; SB10 \W0.85714; 2-CL, 1-P \W0.93813; SB11 \W0.71429; 1-T, 1-F, 1-CL, \W0.79528; SB12 \W0.71429; 1-WL, 1-F, 1-AC, \W0.79528; SB13 \W0.85714; 2-CL, 1-WL \W0.77147; SB14 \W0.71429; 1-GEYSER, \W0.71429; 1-EX \W0.79528; SB15 \W0.71429; 1-WL \W0.71429; 1-F, 1-CL, 1-T, LEGEND WL CL T F TV COMP EX A.C. FREEZE CB PH GREEJER P 5 AMP PLUG WALL LIGHT CEILING LIGHT TUBE LIGHT FAN TELEVISION CABEL + 5 AMP PLUG 5 AMP 3 PLUG SET + INTERNET CABEL EXAUST FAN 15 AMP PLUG 15 AMP PLUG CALL BELL TELEPHONE POINT 15 AMP PLUG FT FISH TANK WL WL CL <> <> <> <> <> <> SB11 SB12 T T \W2.03459; CHILDREN'S / \W2.03459; GUEST ROOM 5.5x4 m EX WL CL CL <> <> <> <> <> <> <> WL GEYSER SB13 SB14 SB15 WL CL SB03 SB05 SB04 WL \W2.46317; STORE ROOM 2.5x1.5 m WL WL CL CL T T SB01 SB02 \W2.41185; ELECTRICAL LAYOUT \W3.26899; (GROUND FLOOR) \W2.41185; ELECTRICAL LAYOUT \W4.36423; (FIRST FLOOR) -0.3m -0.4m -0.5m -0.6m -0.7m -0.8m -0.9m -0.7m -0.6m -0.7m -0.8m -0.9m \W6.88202; 7 X 10 \W6.88782; 8 X 10 \W6.88653; 7 X 12 \W6.89233; 8 X 12 \W6.88653; 7 X 12 \W6.89169; 9 X 12 \W6.88202; 7 X 10 \W6.88782; 8 X 10 \W6.89555; 2 X 16 \W6.89104; 6 X 10 \W6.88782; 8 X 10 \W6.89813; 2 X 10 \W6.33112; 10 X 12 \W6.89555; 6 X 12 \W6.91746; 4 X 12 \W6.91295; 4 X 10 \W6.91746; 4 X 12 \W6.91746; 4 X 12 8 @ 150 C/C 8 @ 150 C/C 8 @ 150 C/C 8 @ 150 C/C 8 @ 150 C/C \W0.71429; 1-P \W0.71429; 1-AC, 1-P \W0.71429; 1-AC \W0.71429; 1-WL, 1-P \W0.71429; 1-P \W0.71429; 1-P \W0.71429; 1-AC \W0.71429; 1-WL, 1-P \W0.71429; 1-P \W0.71429; 1-P

Language	English
Drawing Type	Section
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Plastic, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, duplex, dwelling unit, DWG, facade, FOUNDATION, haus, health, house, house 2 levels, Housing, hydraulic, levels, logement, maison, plant, residên, residence, section, structure, systems, unidade de moradia, villa, wohnung, wohnung einheit