Residential Building DWG Block for AutoCAD

It consists of 4 family units – Large porch – terrace in front of each unit. Surrounding green mountains and farm. very quiet place.

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

outdoor sitting, plan of soak pit, plan of septic tank, section a-a, section b-b, p.c.c., outlet, v.p., inlet, sand, r.c.c. slab, in ground floor, typical footing detail, section, soling, plan, col.no., footing details, d d, depth, b x l, size, reinforcement, both ways, dist-nashik for sau. manjula rajendra vidhate, kannamwar bridge,mumbai agra road, ckd. by -, rev. by -, scale-, date -, job no., drawn by – s.k., consulting engineers, associates, notes :-, in first floor, column details, remarks, ground floor plan, elevation, schedule of openings, type, ventilators as per detail drawings, glazed window as per detail, teak wood or mild steel, drawings, specification, flush doors as per detail, teak wood framed panelled, living, kit, bath, otta, water, bed, shri.g.s.tidke at pipmalgaon baswant, propopsed bungalow plan for, tank, septic, kannamwar bridge,new mumbai agra, balcony projection, floor finish, murum filling, bed, rcc slab, loft, parapet, g.l., p.l., ckd. by – s.k., scale-as shown, sau. manjula rajendra vidhate, sign. of owner, vidhate, at pimpalgaon baswant ,tal-, proposed bungalow plan on, engineer, sign. of consulting, niphad,dist-nashik for, ———-, ———, sq.mt., —, b. proposed balcony area per floor, c. excess balcony area total, area statement, balcony area statemet, approving authority, area calculation, ground floor, sau.manjula rajendra, location plan, proposed, site, site plan, prop work, loft, working drawing for sau.m.r.vidhate, extra top bars, column, end, mid span, stirrups, support, near, beam behind, in beam behind, bottom bar, bent bar, top bar, s.k., bracket, cantilever, top steel, schedule of slab beam, bent-up, sraight, bottom steel, b x d, beam, rings, slab beam, sunk, first slab design for sau.m.r.vidahte, plinth beam design for sau.m.r.vidahte, architectural drawings, plinth beam, ground beam, extra top bars are in addition to bent-up bars, schedule of slab, short span steel, slab, thick, long span steel, two way, one way, hang, sbkt, kitchen, toilet, washing, store, pooja, porch, duct, double height porch, section at x-x, extra top, section at y-y, line of midlanding beam, slab beam, as per schedule, section at z-z, balcony, for mr.sanjay vidhate, steel at top, steel at bottom, beam no., curtail, straight, extra sup., full, s t i r r u p s, near support, at mid span, ground, beam, mr. sanjay vidhate, plinth beam, cantilever, behind in beam, before execution., service drawings., notes: -, drawn by -, checked. by – santosh kathe, typical detail at beam-column junction, column steel, straight outside, outside column steel, beam top steel straight, cover, beam steel, column links, beam bottom steel, plinth, level, section of cub-board, at a-a, distribution steel, main steel, mlb, mid landing, stair-case details for, schedule of beam at mid landing, inverted beam at mid landing, inverted bracket at mid, mr.sanjay vidhate, landing, plinth, level, section of ele.box, at b-b, section c-c, at d-d, passage, varandah, first floor plan, open to sky, terrace, ventilators as per drawing, teak wood or m.s. glazed, rain water harvesting details, rain water, soak pit :——, settlement, chamber, cover, settlement tank:—-, borewell, cupboard provided, length x bridthx height, plot boundry shown in thick black, total built up area proposed, at ground floor, drainage line shown in dotted red, proposed work shown in red, at first floor, note, approval, east side elevation, proposed built up area at ground floor, overhead water, tank above, proposed built up area at first floor, first floor, stair-case, head room, covered, varndah, for residential bungalow, project :-, title :-, exposed surface of concrete shall be kept continuously, the location of lapping shall be avoided as follows :-, of smaller bar at any section., directions of column the spacing should be doubled., circumstances column vertical bars shall be bent to accomodate, u.n.o. in the dwg. clear cover to main reinforcement, u.n.o. all reinforcement shall be of high strength, u.n.o. concrete mix for all element shall be of specified, all reinforcing steel to be of tested quality., s.b.c. of soil for design of foundation has been taken, in case of any doubt regarding s.b.c. during excavation,, beam bars., spacing indicated. however if beams are connected on all the four, the matter shall be reported to the geo-tech. consultant., general notes, span over a contineous support, and anchor down at end support., or dia. of bar whichever is greater., this office before execution of work., as specified. minimum depth shall be upto hard strata., shall be as follows :-, u.n.o. :- unless noted otherwise, residential bungalow, lateral ties details, sectional elevation, centre line of, column., plinth lvl., typical plan of column footing, detail of excavation of adjacent footings, footing, last floor, intermediate floors, key section, ground floor level, foundation as per detail, center line plan, if in doubt p

Raw text data extracted from CAD file:

\A1;1.20 up wc 1.20 x 0.9 Bath 2.10 x 1.20 Living Room 4.028 x 4.09 Dining Room 4.028 x 3.05 Bed Room 3.662 x 3.08 Kitchen 3.662 x 3.02 Porch 4.858 x 3.00 up Otta 1.714 x 1.20 Pooja 1.63x1.20 Outdoor sitting -154.5904373477096 PLAN OF SOAK PIT A 1.20 A PLAN OF SEPTIC TANK 2.40 SECTION A-A B 1.20 B 1.20 SECTION B-B 0.23 P.C.C. 1.80 0.90 0.90 OUTLET MH .30 V.P. INLET MH . SAND 2.10 . . . . . R.C.C. SLAB 6.921 3.173 3.173 0.23 0.23 8.15 3.13 3.13 1.2 1.5 1.5 0.9 3.15 0.9 4.95 2.83 1.5 2.62 2.19 2.1 6.921 3.173 3.173 0.23 0.23 8.15 3.13 3.13 1.2 1.5 1.5 0.6 IN GROUND FLOOR C/L PLAN END 6921 6731 1 7 4 4 230X380 230X380 1 7 230X380 7,9 010 @ 150 C/C 1000X1100 450 150 1200X1300 1100X1600 1300X1500 1300X1400 3403 0190 FACE 0000 3 6 9 2 5 8 230X380 6 5 230X450 3 230X380 230X450 2 6 5 4900 4 4710 2 0225 1 3 FACE 0000 0115 5 2 1,3,4,6,8 300 MM TYPICAL FOOTING DETAIL SECTION 230MM SOLING 150mm P.C.C. d 150 PLAN L 1000X1400 1100X1300 1100X1200 500 500 450 50MM ELL 75 MM 010 @ 150 C/C 010 @ 150 C/C 010 @ 150 C/C 150 150 B D 150MM THICK P.C.C(1:4:8) 230X380 8 9 230X380 9 7960 8 7 8035 END 8150 COL.NO. FOOTING DETAILS SCHEDULE OF COLUMNS & FOOTINGS D d DEPTH B x L SIZE REINFORCEMENT BOTH WAYS 230X380 012-6 230X380 DIST-NASHIK FOR SAU. MANJULA RAJENDRA VIDHATE S.NO. 14,AT PIMPALGAON BASWANT ,TAL-NIPHAD, CENTER LINE PLAN OF BUNGALOW ON PLOT NO : 28 , 6. Clear Cover to Reinforcement Footing = 50 mm 1.Read this Drawings alongwith Architectural Drawings Kannamwar Bridge,Mumbai Agra Road Off:2nd floor,'B'Bldg,Nivrutti Complex,Near Nashik -11 ,Ph- 2504928 ,2592452 Ckd. by - Rev. by - Planners & Designers Scale- Date - Job No. Drawn by - S.K. Column = 40 mm 0 MILD STEEL (Gr-1) 4.Grade of Concrete = M-20 2.Assume S.B.C.of Soil = 200 KN/m2 230X450 230X450 012-8 012-6 230X380 3.All Columns Designed for Ground+1 Only 7. Lateral Ties in Column = 06@150c/c 5. Grade of Steel 0 HYSD STEEL (Fe-415) Consulting Engineers ASSOCIATES SANTOSH KATHE & 012-6 012-8 230X450 230X450 012-4+016-4 012-8 012-8 NOTES :- 230X380 IN FIRST FLOOR SIZE/STEEL SIZE/STEEL COLUMN DETAILS REMARKS GROUND FLOOR PLAN Scale:1:100 ELEVATION Scale:1:100 1.00M X 2.10M 0.75M X 2.10M 0.90M X 2.10M 0.60M X 0.60M 1.50M X 1.20M 1.20M X 1.20M 0.90M X 1.20M W2 W3 V1 W1 SCHEDULE OF OPENINGS SIZE TYPE D D1 D2 VENTILATORS AS PER DETAIL DRAWINGS GLAZED WINDOW AS PER DETAIL TEAK WOOD OR MILD STEEL DRAWINGS SPECIFICATION FLUSH DOORS AS PER DETAIL TEAK WOOD FRAMED PANELLED DRAWINGS A3 Bed1 Living Kit Bed2 Bath 2.1X1.2 WC 1.2X1.2 3.173X 3.13 Otta Water Bed SHRI.G.S.TIDKE AT PIPMALGAON BASWANT PROPOPSED BUNGALOW PLAN FOR 10'5'' X 10'3'' Kit N Tank Septic 4'X4' WC Bed SANTOSH KATHE & Planners & Designers Consulting Engineers ASSOCIATES Kannamwar Bridge,New Mumbai Agra Road ,Nashik -11 ,Ph- 2504928 ,2592452 Off:2nd floor,'B'Bldg,Nivrutti Complex,Near Tank 10'5''X10'10'' 7'X4' Bath Otta 10'5'' X 15'2'' Living 10'5'' X 15'2'' Water Bed SHRI.G.S.TIDKE AT PIPMALGAON BASWANT PROPOPSED BUNGALOW PLAN FOR 10'5'' X 10'3'' Kit N Tank Septic 10'5'' X 10'3'' 4'X4' WC Bed SANTOSH KATHE & Planners & Designers Consulting Engineers ASSOCIATES Kannamwar Bridge,New Mumbai Agra Road ,Nashik -11 ,Ph- 2504928 ,2592452 Off:2nd floor,'B'Bldg,Nivrutti Complex,Near Tank 10'5''X10'3'' 7'X4' Bath Otta 10'5'' X 10'3'' Living 3.173 X 3.13 3.173 X 3.13 3.173 X 3.13 1.5 X 2.1 D D2 D2 D1 D1 D2 W3 W2 V1 V1 W3 W3 W2 5 5 5 5 5 0.115 5 5 5 5 0.115 0.115 0.23 0.23 5 5 Balcony Projection Balcony Projection W2 c b c b 1.2 1.2 c b c b W2 W2 A 230 MM SOLING 150MM P.C.C. FLOOR FINISH MURUM FILLING BED 110mm RCC Slab LOFT PARAPET Kit G.L. P.L. 5 5 5 5 A Scale:1:100 SECTION A-A Ckd. by - S.K. Rev. by - SANTOSH KATHE & Off:2nd floor,'B'Bldg,Nivrutti Complex,Near Road ,Nashik -11 ,Ph- 2504928 ,2592452 Kannamwar Bridge,New Mumbai Agra Drawn by - S.K. Job No. Scale-As shown Date - / /05 ASSOCIATES Consulting Engineers Planners & Designers SAU. MANJULA RAJENDRA VIDHATE Sign. of Owner Vidhate AT PIMPALGAON BASWANT ,TAL- PROPOSED BUNGALOW PLAN ON PLOT NO : 28 , S.NO. 14 Engineer Sign. of Consulting Er. Santosh U. Kathe B.E.(Civil),PVA(I) NIPHAD,DIST-NASHIK FOR ---------- --------- --------- 127.31 0.44 % 56.41 127.31 SQ.MT. --- 56.41 a. PERMISSIBLE BALCONY AREA PER FLOOR = 10% b. PROPOSED BALCONY AREA PER FLOOR c. EXCESS BALCONY AREA TOTAL --------- AREA STATEMENT 1. AREA OF THE PLOT (as per 7/12 extract) 5. PROPOSED AREA AT GROUND FLOOR 8. TOTAL BUILT UP AREA CONSUMED 13/7 7. TOTAL BUILT UP AREA PROPOSED (10+11+12) 3. PERMISSIBLE TOTAL FLOOR AREA BALCONY AREA STATEMET 4. EXISTING FLOOR AREA 2. TOTAL F.S.I. PERMISSIBLE 6. EXCESS BALCONY AREA TAKEN IN TOTAL FLOOR APPROVING AUTHORITY AREA CALCULATION 8.15 6.921 Scale : 1:200 GROUND FLOOR B/UP Area = 6.921 X 8.15=56.41 SQ.MT. PLAN OF SOAK PIT A 1.20 A PLAN OF SEPTIC TANK 2.40 SECTION A-A B 1.20 B 1.20 SECTION B-B 0.23 P.C.C. 1.80 0.90 0.90 OUTLET MH .30 V.P. INLET MH . SAND 2.10 . . . . . R.C.C. SLAB Sau.Manjula Rajendra 1 9.00M WIDE ROAD 6.00M WIDE ROAD LOCATION PLAN Scale 1 : 10,000 PROPOSED SITE Scale : 1:300 SITE PLAN N ADJ P.NO.27 ADJ S.NO.15 P.NO.28 Prop work 1.5 2.19 1.5 11.75M 1.5 2.83 2.62 12.50M 9.50M 11.50 M 5 5 5 5 5 Drawn by - S.K. Job No. Date - Rev. by - Ckd. by - Scale- SANTOSH KATHE & Nashik -11 ,Ph- 2504928 ,2592452 Off:2nd floor,'B'Bldg,Nivrutti Complex,Near ASSOCIATES Planners & Designers Kannamwar Bridge,Mumbai Agra Road Consulting Engineers 1 230X380 2 230X450 230X380 3 230X380 4 230X450 5 6 230X380 230X380 9 8 230X380 230X380 7 IN GROUND FLOOR SECTION 300 MM ELL 75 MM TYPICAL FOOTING DETAIL D d 150mm P.C.C. SOLING 230MM P.C.C(1:4:8) 150MM THICK 1300X1400 1300X1500 1200X1300 1100X1600 1,3,4,6,8 2 5 50MM COL.NO. 450 150 500 500 1100X1200 1100X1300 1000X1400 L B PLAN 150 150 010 @ 150 C/C 010 @ 150 C/C 010 @ 150 C/C DEPTH D d 150 SCHEDULE OF COLUMNS & FOOTINGS FOOTING DETAILS 450 SIZE B x L 1000X1100 BOTH WAYS REINFORCEMENT 010 @ 150 C/C 1.Read this Drawings alongwith Architectural Drawings REMARKS 5. Grade of Steel 0 HYSD STEEL (Fe-415) 6. Clear Cover to Reinforcement Footing = 50 mm 7. Lateral Ties in Column = 06@150c/c 3.All Columns Designed for Ground+1 Only 230X380 230X380 012-6 012-8 230X450 230X450 NOTES :- 2.Assume S.B.C.of Soil = 200 KN/m2 4.Grade of Concrete = M-20 0 MILD STEEL (Gr-1) Column = 40 mm 012-8 012-8 012-4+016-4 230X450 230X450 012-8 SIZE/STEEL COLUMN DETAILS IN FIRST FLOOR SIZE/STEEL 230X380 012-6 7,9 0115 FACE 0000 3 1 0225 2 4710 4 4900 5 6 END 8150 8035 7 8 7960 9 FACE 0000 0190 3403 6731 END 6921 4 7 1 8 5 2 9 6 3 C/L PLAN CENTER LINE PLAN OF BUNGALOW ON PLOT NO : 28 , S.NO. 14,AT PIMPALGAON BASWANT ,TAL-NIPHAD, DIST-NASHIK FOR SAU. MANJULA RAJENDRA VIDHATE 012-6 230X380 Balcony Projection 5 5 Scale:1:100 GROUND FLOOR PLAN 5 1.2 c b c Balcony Projection W2 5 1.2 b W2 0.23 5 D2 3.173 X 3.13 3.173 X 3.13 Bed1 W3 V1 W2 1.5 X 2.1 Otta W2 c b c 0.115 5 5 D2 D1 D2 D 3.173 X 3.13 3.173X 3.13 1.2X1.2 WC Bed2 Living 5 5 W2 b 0.23 0.115 0.115 5 W3 V1 W3 D1 2.1X1.2 Bath Kit 5 1.2 1.2 O Loft Loft Loft N Off:2nd floor,'B'Bldg,Nivrutti Complex,Near Road ,Nashik -11 ,Ph- 2504928 ,2592452 Kannamwar Bridge,New Mumbai Agra SANTOSH KATHE & ASSOCIATES Consulting Engineers Planners & Designers WORKING DRAWING FOR SAU.M.R.VIDHATE AT PIMPALGAON BASWANT , TAL/DIST-NASIK TEAK WOOD FRAMED PANELLED FLUSH DOORS AS PER DETAIL SPECIFICATION TEAK WOOD OR MILD STEEL GLAZED WINDOW AS PER DETAIL VENTILATORS AS PER DETAIL DRAWINGS W1 0.90M X 1.20M 1.20M X 1.20M 1.50M X 1.20M 0.60M X 0.60M V1 W3 W2 DRAWINGS SIZE SCHEDULE OF OPENINGS 0.90M X 2.10M 0.75M X 2.10M 1.00M X 2.10M D2 D1 D TYPE DRAWINGS 5 EXTRA TOP BARS 08-2 08-2 012-1 010-2 200 300 LONGITUDINAL SECTION OF BEAM (TYP) L2/4 L1/4 L2 L1 L1/4 COLUMN END COLUMN MID SPAN STIRRUPS SUPPORT NEAR STIRRUPS beam behind Extend 1.2m in beam behind Extend 1 m 150 X 450 150 X 300 012-2 010-2 012-2 012-3 150 X 450 150 X 450 SB2 SB1 SBKT1 SBKT2 012-1 230 X 530 016-2 SB7 (STRAIGHT) BOTTOM BAR BENT BAR TOP BAR S.K. Date - Rev. by - Scale- Ckd. by - Job No. Drawn by - S.K. 06@150C/C 06@150C/C BRACKET CANTILEVER BRACKET CANTILEVER 06@150C/C 06@150C/C 06@150C/C TOP STEEL SCHEDULE OF SLAB BEAM BENT-UP SRAIGHT BOTTOM STEEL B X D SIZE BEAM RINGS REMARKS Kannamwar Bridge,New Mumbai Agra Road ,Nashik -11 ,Ph- 2504928 ,2592452 Off:2nd floor,'B'Bldg,Nivrutti Complex,Near Planners & Designers/Valuer Consulting Engineers ASSOCIATES SANTOSH KATHE & SB1 SBKT1 SBKT2 SB6 230 X 450 012-2 08-2 06@150C/C SLAB BEAM SB3 150 X 450 012-2 08-2 06@150C/C 010-1 SB5 150 X 530 016-2 010-2 06@150C/C 012-1 SUNK SUNK FIRST SLAB DESIGN FOR SAU.M.R.VIDAHTE AT PIMPALGAON(B) TALUKA -NIPHAD, DIST. NASIK PLINTH BEAM DESIGN FOR SAU.M.R.VIDAHTE AT PIMPALGAON(B) TALUKA -NIPHAD, DIST. NASIK GB3 06@150C/C 06@150C/C 06@150C/C 06@150C/C 06@150C/C 06@150C/C 06@150C/C 06@150C/C 06@150C/C 06@150C/C Road ,Nashik -11 ,Ph- 2504928 ,2592452 Kannamwar Bridge,New Mumbai Agra Off:2nd floor,'B'Bldg,Nivrutti Complex,Near SANTOSH KATHE & Planners & Designers Valuer RINGS SCHEDULE OF GROUND & PLINTH BEAM BENT BAR 1.Read this Drawings alongwith 0 MILD STEEL (Gr-1) 3. Grade of Steel 0 HYSD STEEL (Fe-415) Architectural Drawings 2.Grade of Concrete = M-20 GB1 SUNK GBKT2 GBKT1 PB1 PB3 GB4 GB3 NOTES :- SUNK GBKT1 GBKT1 GB1 PB1 PB3 PB4 GB4 GB3 GB1 GBKT2 GBKT1 GB1 GB3 PB3 GB3 GBKT1 GBKT1 GB1 PB2 GB2 PB3 GB3 PB1 010-2 150 X 300 08-2 016-2 012-2 Drawn by - S.K. Job No. 012-2 STIRRUPS MID SPAN LONGITUDINAL SECTION OF BEAM (TYP) 150 X 530 PB4 150 X 450 PB3 PB2 150 X 450 STIRRUPS NEAR SUPPORT END COLUMN L1/4 L1 300 200 012-1 010-2 010-1 08-2 ASSOCIATES Consulting Engineers Scale- Date - COLUMN L2 L1/4 L2/4 08-2 EXTRA TOP BARS 012-2 BOTTOM STEEL SRAIGHT 010-2 012-2 016-2 012-2 010-2 230 X 450 GB2 BEAM SIZE B X D GB1 230 X 300 GB3 230 X 450 GB4 230 X 530 GBKT1 GBKT2 230 X 300 230 X 450 08-2 08-2 BENT-UP TOP STEEL 010-1 012-1 Extend 1 m in beam behind Extend 1.2m beam behind 08-2 010-2 012-3 012-4 PLINTH BEAM PLINTH BEAM PLINTH BEAM PLINTH BEAM Ckd. by - Rev. by - S.K. TOP BAR BOTTOM BAR (STRAIGHT) GROUND BEAM REMARKS GROUND BEAM CANTILEVER BRACKET CANTILEVER BRACKET GROUND BEAM GROUND BEAM 1.Read this Drawings alongwith Architectural Drawings 6.Provide Sunk for Bath=200mm & WC=500mm L/4 in adajacent Slabs 3.Bent up bars in slabs should be extended upto 2.Bent-up Bars in Beam should be bent at L/4 & Extended up to L/4 in adjacent Beams 5. Grade of Steel 0 HYSD STEEL (Fe-415) 4.Grade of Concrete = M-20 0 MILD STEEL (Gr-1) Extra top bars are in addition to bent-up bars NOTES :- S1 S1 S2 S3 S1 S1 SCHEDULE OF SLAB SHORT SPAN STEEL 08 @ 150 C/C ALTERNATE BENT @ L/5 08 @ 175 C/C ALTERNATE BENT @ L/5 08 @ 175 C/C ALTERNATE BENT @ L/5 SLAB THICK MM S1 S3 S2 115 100 100 LONG SPAN STEEL 08 @ 175 C/C ALTERNATE BENT @ L/5 06 @ 150 C/C 08 @ 200 C/C ALTERNATE BENT @ L/5 REMARKS TWO WAY ONE WAY TWO WAY SB1 SB2 SB2 SB3 SB3 SB3 SB3 SB2 SB2 SB1 SB4 SB5 SB6 SB6 SB6 SB6 SB7 SB7 SB6 SB6 SBKT2 SBKT2 SBKT2 SBKT1 SB4 150 X 530 HANG S2 S2 S3 S4 S4 S4 S4 S4 115 ONE WAY 230mm 500mm 08 @ 175 C/C ALTERNATE BENT @ L/5 06 @ 150 C/C 016-2 010-2 06@150C/C 016-2 + 016-2 + 012-2 SBKT SB8 SBKT SB8 010-1 SBKT SB8 230 X 300 010-2 08-2 06@150C/C 230 X 300 012-2 Extend 1 m in beam behind 012-3 06@150C/C CANTILEVER BRACKET SBKT 4.50 Mt PATHWAY 6 T 1 Living 18'X15'6" Kitchen 18'X13'9" Bed1 13'X12' Bed2 13'X12' Toilet 8'X5' Toilet 6'3X4'6" Washing 7'X4' Store 1.21X2.79 Living 18'X15'6" Kitchen 18'X13'9" Bed1 13'X12' Bed2 13'X12' Toilet 8'X5' Toilet 5'X8' Washing Store 4'X6' Pooja 6'9"X4' Porch 10'X16'9" Duct 2 Pooja 6'9"X4' Porch 10'X16'9" Double height porch 13'X8'9" 5'X8' 1.79X0.9 01 02 03 04 05 06 07 08 10 11 09 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X600 230X600 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 230X450 230X450 300X300 300X300 300X300 300X300 300X300 230X450 13.365 0.23 0.115 3.96 0.23 0.115 0.115 1.9 1.204 5.5 1.85 1.73 1.73 1.73 1.73 0.6 230X450 0.23 0.115 3.66 0.115 0.115 0.115 0.23 0.23 3.66 1.5 3.66 3.66 1.5 18.79 8.96 2.69 7.41 0.23 3.96 0.115 1.55 0.115 1.55 0.23 0.115 4.175 0.115 0.23 0.23 4.76 4.175 4.76 21.478 2.46 0.23 5.105 2.688 5.22 4.79 0.23 0.23 3.72 3.96X3.66 5.50X4.175 2.4X1.5 3.96X3.66 5.50X4.76 1.9X1.39 1.2X2.25 2.03X1.20 3.0X5.22 5.50X4.175 3.96X3.66 3.96X3.66 2.4X1.5 5.5X4.76 1.55X2.4 1.55X2.4 2.03X1.2 3.0X5.11 1.2X1.77 150 12 @150 T 1000 8 @150 T 12 @150 T 12 @150 T 150 8 @150 T 12 @300 T 12 @300 T SECTION AT X-X Extra Top MB1 PB1 150 12 @300 T 8 @150 T 1000 750 \A1;150 \A1;1000 \A1;750 \A1;150 \A1;1000 \A1;150 \A1;150 \A1;150 \A1;150 12 @300 T 1209.618350537557 8 @150 T 8 @150 T 12 @300 T 8 @150 T 8 @150 T 12 @300 T SECTION AT Y-Y 1209.618350537557 1209.618350537557 Line of Midlanding Beam MB1 12 @300 T 5 5 150 12 @150 T 150 750 1000 8 @150 T 12 @150 T 12 @150 T 5 12 @150 T Slab Beam as per schedule SECTION AT Z-Z MB1 1000 300.0 150 12 @150 T \A1;600 \A1;1000 \A1;300 \A1;150 \A1;1000 \A1;750 \A1;150 \A1;150 \A1;750 \A1;1000 0.261 0.9 1.68 1.13 1P Bed3 Bed4 Bed3 Bed3 Toilet Toilet Toilet 9'X4' Living Kitchen Bed1 Bed2 Toilet Duct Toilet Porch Store 9'X4' 3 2P Pooja Duct Balcony Porch Toilet Washing 01 02 03 04 05 06 07 08 10 09 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X600 230X600 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 230X530 230X530 300X300 300X300 300X300 230X450 230X450 11 W4 W W5 W9 W8 W8 V V W8 W4 W4 W11 W4 W11 V V W8 W W6 W12 W7 W4 5.50X4.175 3.96X3.66 3.96X3.66 5.5X4.76 1.55X2.4 1.55X2.4 2.03X1.2 1.21X2.79 3.96X3.66 5.50X4.175 3.96X3.66 5.50X4.76 1.9X1.39 1.2X2.25 2.4X1.5 2.889X4.99 2.889X4.875 21 23 25 19 22 24 26 351.0799679379622 35 33 31 29 27 34 32 30 28 36 20 3 4 5 6 7 8 2 351.0799679379622 9 10 12 14 16 11 13 15 17 18 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 0300 0300 351.0799679379622 Balcony 351.0799679379622 staircase2 staircase1 staircase3 0.261 0.9 1.68 1.13 1P Bed3 Bed4 Bed3 Bed3 Toilet Toilet Toilet 9'X4' Living Kitchen Bed1 Bed2 Toilet Duct Toilet Porch Store 9'X4' 3 2P Pooja Duct Balcony Porch Toilet Washing 01 02 03 04 05 06 07 08 10 09 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X530 230X600 230X600 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 230X530 230X530 300X300 300X300 300X300 230X450 230X450 11 W4 W W5 W9 W8 W8 V V W8 W4 W4 W11 W4 W11 V V W8 W W6 W12 W7 W4 5.50X4.175 3.96X3.66 3.96X3.66 5.5X4.76 1.55X2.4 1.55X2.4 2.03X1.2 1.21X2.79 3.96X3.66 5.50X4.175 3.96X3.66 5.50X4.76 1.9X1.39 1.2X2.25 2.4X1.5 2.889X4.99 2.889X4.875 21 23 25 19 22 24 26 351.0799674281877 35 33 31 29 27 34 32 30 28 36 20 3 4 5 6 7 8 2 351.0799674281877 9 10 12 14 16 11 13 15 17 18 1 2 3 4 5 6 7 8 9 18 17 16 15 14 13 12 11 10 0300 0300 351.0799674281877 Balcony 351.0799674281877 staircase2 staircase1 staircase3 10.925 10.335 0.23 3.86 0.115 1.2 0.115 1.2 3.86 1.5 0.6 0.23 3.35 6.3 0.23 0.23 1.5 0.6 0.23 0.115 1.5 0.23 0.115 1.5 10.925 0.23 3.86 0.115 1.2 0.115 1.2 3.86 0.23 1.5 0.6 1.5 0.6 2.63 3.5 13.83 24.48 10.925 10.335 0.23 3.86 0.115 1.2 0.115 1.2 3.86 1.5 0.6 0.23 3.35 6.3 0.23 0.23 1.5 0.6 0.23 0.115 1.5 10.925 0.23 3.86 0.115 1.2 0.115 1.2 3.86 0.23 1.5 0.6 1.5 0.6 0.23 0.115 1.5 2.63 3.5 13.83 24.48 0.23 9.205 3 12.205 23.68 2.63 4.895 17.71 3 9.205 0.23 0.115 0.115 0.23 3.465 1.2 3.85 0.23 0.115 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.23 0.115 0.23 3.465 5.165 2.985 2.985 2.985 2.985 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.23 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.23 0.115 0.23 3.465 5.165 9.205 0.23 0.115 0.115 0.23 3.465 1.2 3.85 9.205 3 12.205 23.68 2.63 4.895 17.71 3 1.13 3.09 1.2 7.5 2.1 11.25 \A1;40 9.205 3 12.205 23.68 2.63 4.895 17.71 3 1.13 3.09 3.66 3.665 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.23 0.115 0.23 3.465 5.165 2.985 2.985 9.205 0.23 0.115 0.115 0.23 3.465 1.2 3.85 0.23 0.115 1.2 0.115 1.2 0.115 0.23 0.23 23.68 2.1 2.67 3.55 3.67 5.58 5.18 4.83 5.76 4.83 4.08 26.64 9.205 3 12.205 23.68 2.63 4.895 17.71 3 9.205 0.23 0.115 0.115 0.23 3.465 1.2 3.85 0.23 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.23 0.115 0.23 3.465 5.165 2.985 2.985 1.13 3.09 23.68 1.1 0.25 1.35 2.25 Santosh Kathe & Associates Consulting Engineers Building Planners & Designers \W1.21429; Structural Designers Approved Valuers \W3.26190; Project Management Consultants \W5.65476; Office : 2nd floor,'B',Nivrutti Complex, \W7.50000; Near Knnamwar Bridge,New Mumbai Agra Road, Nashik-422011 0253-2504928,E-mail - kathe.santosh@gmail.com 9881200709 7588553411 \W3.23810; Er.Santosh U.Kathe \W4.71429; B.E.(Civil) A.M.I.E. P.V.A.(I)-LM,ACCE(I)-LM \W3.23810; Chartred EngineerI) GROUND FLOOR PLAN FOR MR.SANJAY VIDHATE GROUND/PLINTH BEAM DESIGN SIZE STEEL AT TOP STEEL AT BOTTOM B X D BEAM No. CURTAIL SCHEDULE OF GROUND & PLINTH BEAM STRAIGHT EXTRA SUP. FULL S T I R R U P S NEAR SUPPORT AT MID SPAN REMARKS 6 0 @ 150 C/C 6 0 @ 150 C/C Ground Beam (6 0 in Tata Steel only) Mr. Sanjay Vidhate GB4 230X450 2-12 0 2-8 0 GB2,GB3 230X380 2-12 0 2-8 0 GB1 230X380 2-12 0 2-8 0 1-10 0 GB5 GB6 GB7 GB8 230X450 2-16 0 2-8 0 2-12 0 230X450 2-16 0 2-8 0 1-12 0 230X450 3-12 0 2-8 0 1-10 0 230X450 2-16 0 2-8 0 2-12 0 GB13 230X450 2-12 0 2-8 0 GB12,GB14, 230X450 2-12 0 2-8 0 GB15 GB9 230X450 2-16 0 2-10 0 2-12 0 GBKT1 230X450 2-12 0 2-16 0 --- GBKT2 230X450 2-12 0 2-12 0 --- PB1 150X300 2-10 0 2-8 0 --- Plinth beam PB2 150X300 2-12 0 2-8 0 --- PB3 150X300 2-12 0 2-8 0 1-10 0 PB10 230X380 2-12 0 2-8 0 1-12 0 PB4 150X450 2-12 0 2-8 0 1-12 0 PB6,PB7 150X450 2-16 0 2-8 0 1-10 0 PB8,PB9 150X450 2-12 0 2-8 0 1-10 0 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C Cantilever Cantilever 2-10 0 1-10 0 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 100 C/C(11no) 6 0 @ 150 C/C 8 0 @ 125 C/C(9no) 8 0 @ 150 C/C 8 0 @ 125 C/C(8no) 8 0 @ 150 C/C 8 0 @ 125 C/C(8no) 8 0 @ 150 C/C 8 0 @ 125 C/C(8no) 8 0 @ 150 C/C 8 0 @ 125 C/C(9no) 8 0 @ 150 C/C GB10 230X450 3-12 0 2-8 0 8 0 @ 125 C/C(9no) 8 0 @ 150 C/C GB11 230X600 8 0 @ 125 C/C(13no) 8 0 @ 150 C/C --- 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 150 C/C GB16,GB17 230X450 8 0 @ 125 C/C(10no) 8 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 150 C/C 6 0 @ 100 C/C(11no) 6 0 @ 150 C/C 6 0 @ 100 C/C(10no) 6 0 @ 150 C/C 6 0 @ 100 C/C(11no) 8 0 @ 150 C/C 8 0 @ 150 C/C 1-12 0 1-16 0 1-12 0 1-12 0 1-12 0 1-12 0 1-12 0 1-12 0 1-12 0 1-12 0 1-16 0 1-16 0 1-16 0 1-16 0 1-12 0 2-16 0 2-10 0 2-16 0 1-16 0 2-16 0 2-8 0 2-12 0 1-16 0 1.5M BACK BEHIND IN BEAM 2/4 0.75M BACK BEHIND IN BEAM GBKT3 230x380 2-12 0 2-16 0 --- 8 0 @ 150 C/C 8 0 @ 150 C/C Cantilever 0.75M BACK BEHIND IN BEAM 5) ------- 12) WATER USED FOR MIXING AND CURING SHALL BE CLEAN POTABLE AND CONFORM TO I.S.3025. 16) INTERIOR OF FORMS AND FORMWORKS SHALL BE CLEANED AND WETTED BEFORE CONCRETING. 2) ALL DRAWINGS TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND 4) INDICATES HIGH YIELD STRENGTH STEEL FE415 GRADE CONFORMING TO I.S.1786. 6) BENDING AND BINDING OF STEEL SHALL BE AS PER THIS TYPICAL DETAILS. 8) MAXIMUM NO. OF BARS IN ONE LAYER FOR BEAMS & COLUMNS SHALL BE 2 NOS. FOR 150, 230 9) UNLESS OTHERWISE MENTIONED, MINIMUM CLEAR COVER TO REINFORCEMENT SHALL BE FOOTING -50, COLUMN -40, BEAM -25, SLAB -20, HIDDEN BEAM -20. 14) WATER CEMENT RATIO SHALL BE STRICTLY LESS THAN 0.45. 15) CONCRETE SHALL BE MIXED IN MECHANICAL MIXER FOR MINIMUM 90 SECONDS. 17) DESCREPANCY IF ANY SHALL BE BROUGHT TO THE NOTICE OF THE CONSULTING ENGINEER 3) ASSUMED S.B.C. OF SOIL = 200 KN/SQ,MT.,DESIGN FOR G+1 RCC STRUCTURE. WIDTH, 3 NOS. FOR 300 WIDTH, 4 NOS. FOR 460 WIDTH, AND 5 NOS. FOR 600 WIDTH. 11) AGGREGATES SHALL COMPLY WITH I.S.383. BEFORE EXECUTION. 1) ALL DIMENSIONS ARE IN MM. SERVICE DRAWINGS. NOTES: - 7) LAP LENGTH SHALL BE 60 X DIA. OF BAR. 10) CONCRETE SHALL BE M20 GRADE CONFORMING TO I.S.456. 13) CONCRETE ADMIXTURES SHALL BE CHLORIDE FREE. 18) LAP LENGTH SHALL BE 60 X DIA OF BARS Santosh Kathe & Associates Consulting Engineers, Building Planners & Designers \W1.21429; Structural Designers, Approved Valuers \W3.50000; Project Management Consultants \W5.65476; Office : 2nd floor,'B',Nivrutti Complex, \W7.50000; Near Knnamwar Bridge,New Mumbai Agra Road, Nashik-422011 0253-2504928,E-mail - kathe.santosh@gmail.com 9881200709 7588553411 \W3.23810; Er.Santosh U.Kathe \W4.71429; B.E.(Civil) A.M.I.E. P.V.A.(I)-LM,ACCE(I)-LM \W3.23810; Chartred EngineerI) Architect / Consulting Engineer :-Santosh Kathe & Associates Project :- Proposed Residential Bunglow for Mr.Sanjay Vidhate @ Pimpalaon(B),Tal-Niphad,Nashik Subject :-R.C.C. Details of Ground & Plinth Beam Job No. Drawn by - Rev. by - Date - Checked. by - Santosh Kathe Scale-As shown 19) BENT-UP BARS IN BEAMS SHOULD BE BENT L/4 & EXTENDED UPTO L/4 IN ADJACENT BEAMS 20) EXTRA TOP BARS IN ADDITION TO BENT UP BARS 21) NO BRICK WORK SHOULD BE DONE OVER BEAMS UP TO MINIMUM 7 DAYS FROM CASTING. TYPICAL DETAIL AT BEAM-COLUMN JUNCTION COLUMN STEEL COLUMN STEEL STRAIGHT OUTSIDE OUTSIDE COLUMN STEEL BEAM TOP STEEL STRAIGHT STIRRUPS COLUMN STEEL COVER COVER BEAM STEEL 8 @ 150 c/c COLUMN LINKS BEAM COLUMN BEAM BOTTOM STEEL plinth level G.L. GB 6mm @ 150 c/c Alt B/Up 8mm @ 150 c/c 0.100 0.15 SECTION OF CUB-BOARD AT A-A 08 @ 175 c/c Distribution steel Main Steel 010 @ 125 c/c 380 135 135 010 @ 125 c/c 300 750 300 BEAM(INV) MLB MID LANDING 750 1.35M 1 2 3 10 12 19 3.154 M STAIR-CASE DETAILS FOR 1.1M 12-3 8-2 08@150 C/C SCHEDULE OF BEAM AT MID LANDING RINGS 08-2 TOP STEEL 012-2 STRAIGHT BENT-UP BOTTOM STEEL 012-1 230 X 380 MLB BEAM SIZE B X D REMARKS INVERTED BEAM at Mid landing 1.660m 11 SBKT1 230 X 450 012-2 016-2+012-2 INVERTED BRACKET at Mid Mr.Sanjay Vidhate MLB SBKT1 SBKT1 3ft back in column landing 2.1m 1.2 Plinth Level G.L. 08@150 C/C 010 @ 125 c/c 3/4 4/4 0.90 Alt B/Up 8mm @ 150 c/c plinth level 0.15 SECTION OF ELE.BOX AT B-B G.L. GB 0.9M SECTION C-C UP -241.4955266903626 -241.4955266903626 -241.4955266903626 1 3 5 7 9 2 4 6 8 10 -241.4955266903626 T=250MM R=166MM 11 13 15 17 19 12 14 16 18 0.3 T=250MM R=166MM 1 230X450 2 230X530 3 4 230X450 230X450 5 6 230X450 7 230X450 230X530 8 230X450 230X450 9 10 230X450 11 230X450 12 230X450 13 230X450 14 230X450 15 230X450 16 0300 17 0300 GB11 GB12 GB13 GB14 GB15 GB2 GB3 GB10 PB1 PB9 PB10 GB16 GBKT3 GB4 GB9 PB8 PB1 PB4 PB2 PB3 PB5 GB1 PB1 PB2 PB3 PB7 GB8 GB6 GB1 GB5 GB7 GB17 PB6 D D C C A A A A B B GBKT3 PB5 150X450 2-12 0 2-8 0 1-12 0 6 0 @ 150 C/C 6 0 @ 100 C/C(11no) 1-12 0 GBKT1 GBKT1 GBKT1 GBKT1 GBKT1 1/4 GBKT4 150x380 2-12 0 2-12 0 --- 8 0 @ 150 C/C 8 0 @ 150 C/C Cantilever 0.75M BACK BEHIND IN BEAM GBKT4 GB12 GB18 GBKT4 GB18 150X380 2-12 0 2-8 0 6 0 @ 150 C/C 6 0 @ 150 C/C SECTION OF CUB-BOARD AT D-D 0.100 6mm @ 150 c/c Alt B/Up 8mm @ 150 c/c plinth level 0.15 GB G.L. B B 2.24 0.5 1.63 0.9 1.13 1.12 2.24 0.5 1.63 0.9 1.13 1.12 2.1 2.67 3.55 3.67 5.58 5.18 4.83 5.76 4.83 4.08 9.205 3 12.205 23.68 2.63 4.895 17.71 3 9.205 0.23 0.115 0.115 0.23 3.465 1.2 3.85 0.23 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.115 1.2 0.115 1.2 0.115 0.23 0.23 3.66 3.665 0.23 0.115 0.23 3.465 5.165 2.985 2.985 1.13 3.09 23.68 2.24 0.5 1.63 0.9 1.13 1.12 \A1;0.3xL \A1;0.3xL \A1;0.3xL \A1;0.3xL \A1;L 2.24 0.5 1.63 0.9 1.13 1.12 PB40 Living b Bed 1 Bed 2 Kit/Din Passage Pooja Porch/Varandah c Bath WC Toilet Store o 2 c b 6.3 X 4.69 1.2X2.8 4.350 X 3.850 3.5X4.7 3.86 X 3.35 3.86 X 3.465 1.2X1.2 4'X7' 2.4X1.2 2.4X1.02 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D1 D D1 D2 D1 D1 D2 W4 W4 W1 W2 W5 V V V V 5 5 5 Living b Bed 1 Bed 2 Kit/Din Passage c Bath WC Toilet Store o 1 c b 6.3 X 4.69 4.350 X 3.850 3.86 X 3.35 3.86 X 3.465 1.2X1.2 1.2X2.1 2.4X1.2 2.4X1.02 5 5 5 5 5 5 5 5 5 5 5 5 5 D1 D D1 D2 D1 D1 D2 W4 W4 W1 W2 V V V V 5 5 5 5 Pooja 1.2X2.8 W5 Porch/Varandah 3.5X4.7 12'8"X11' 12'8"X11'4" 20'8"X15'4" 4'X9'2" 14'3"X12'8" 8'X4' 8'X'3" 1.2X2.1 4'X4' 8' wide Varandah 8' wide Varandah 11'6"X15'5" 11'6"X15'5" 5 5 5 B/up Area of Unit 1 =1250sq.ft. + 200sq.ft.(50% Varandah/Porch) = 1450sq.ft. GROUND FLOOR PLAN B/up Area of common staircase = 180 sq.ft. B/up Area of Unit 2 =1250sq.ft. + 200sq.ft.(50% Varandah/Porch) = 1450sq.ft. B/up Area at Ground floor = 3080 sq.ft. Living b Bed 1 Bed 2 Kit/Din Passage Pooja Porch/Terrace c Bath WC Toilet Store o 4 c b 6.3 X 4.69 1.2X2.8 4.350 X 3.850 3.5X4.7 3.86 X 3.35 3.86 X 3.465 1.2X1.2 4'X7' 2.4X1.2 2.4X1.02 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D1 D D1 D2 D1 D1 D2 W4 W4 W1 W2 W5 V V V V 5 5 5 Living b Bed 1 Bed 2 Kit/Din Passage c Bath WC Toilet Store o 3 c b 6.3 X 4.69 4.350 X 3.850 3.86 X 3.35 3.86 X 3.465 1.2X1.2 1.2X2.1 2.4X1.2 2.4X1.02 5 5 5 5 5 5 5 5 5 5 5 5 5 D1 D D1 D2 D1 D1 D2 W4 W4 W1 W2 V V V V 5 5 5 5 Pooja 1.2X2.8 W5 Porch/Terrace 3.5X4.7 12'8"X11' 12'8"X11'4" 20'8"X15'4" 4'X9'2" 14'3"X12'8" 8'X4' 8'X'3" 1.2X2.1 4'X4' 8' wide Loby 11'6"X15'5" 11'6"X15'5" 5 5 5 B/up Area of Unit 3 =1250sq.ft. + 200sq.ft.(50% Varandah/Porch) = 1450sq.ft. FIRST FLOOR PLAN B/up Area of common staircase = 180 sq.ft. B/up Area of Unit 4 =1250sq.ft. + 200sq.ft.(50% Varandah/Porch) = 1450sq.ft. B/up Area at Ground floor = 3080 sq.ft. 8' wide Loby B/up Area of common staircase head room = 180 sq.ft. Total B/up Area = G.F.+F.F.+Head room = 3080sq.ft.+3080sq.ft.+180sq.ft. = 6340sq.ft. Open to sky Open to sky Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 2 5.17 X 4.49 3.47 X 3.66 1.2X1.2 4'X7' D D1 D1 D2 V V 11'4"X12' 17'X14'9" 1.2X2.1 4'X4' Varandah 3.47 X 3.66 11'4"X12' 7'3"X4' 2.2X1.2 D1 D2 3.85 X 5.47 12'8"X18' Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 1 5.17 X 4.49 3.47 X 3.66 1.2X1.2 4'X7' D D1 D1 D2 V V 11'4"X12' 17'X14'9" 1.2X2.1 4'X4' 3.47 X 3.66 11'4"X12' 7'3"X4' 2.2X1.2 D1 D2 3.85 X 5.47 12'8"X18' Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 4 5.17 X 4.49 3.47 X 3.66 1.2X1.2 4'X7' 5 D D1 D1 D2 V V 11'4"X12' 17'X14'9" 1.2X2.1 4'X4' Terrace 3.47 X 3.66 11'4"X12' 7'3"X4' 2.2X1.2 D1 D2 3.85 X 5.47 12'8"X18' Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 3 5.17 X 4.49 3.47 X 3.66 1.2X1.2 4'X7' D D1 D1 D2 V V 11'4"X12' 17'X14'9" 1.2X2.1 4'X4' 3.47 X 3.66 11'4"X12' 7'3"X4' 2.2X1.2 D1 D2 3.85 X 5.47 12'8"X18' Terrace 2.77m / 9ft. wide Varandah 2.77m / 9ft. wide 2.77m / 9ft. wide 2.77m / 9ft. wide 5 5 5 5 5 5 5 5 TEAK WOOD FRAMED PANELLED FLUSH DOORS AS PER DETAIL VENTILATORS AS PER DRAWING TEAK WOOD OR MILD STEEL TEAK WOOD OR M.S. GLAZED GLAZED WINDOW AS PER DETAIL 0.60M X 0.90M V1 1.20M X 2.10M 0.90M X 2.10M 0.75M X 2.10M 1.50M X 2.10M SIZE 0.6M X 1.20M SCHEDULE OF OPENINGS 0.60M X 1.80M 1.50M X 0.9M 1.80M X 1.20M 1.50M X 1.20M 1.20M X 0.90M 1.8M X 1.65M 1.2M X 0.9M D3 D2 D1 D TYPE W V W2 W3 W4 W5 W6 W1 DRAWINGS SPECIFICATION DRAWINGS Rain Water Harvesting Details G.L. Water Cap = 5000 ltr Percolation = 0.20 lakh ltr Percolation = 1,00,000 ltr Water Cap = 5000 ltr 2-2.5mt Rain Water Soak Pit :------ Rain Water 1.5mX1.5m Settlement Chamber Cover Settlement tank:---- Rain Water Borewell Borewell CUPBOARD PROVIDED 2.40 M X 0.60M X 2.10M LENGTH X BRIDTHX HEIGHT PLOT BOUNDRY SHOWN IN THICK BLACK TOTAL BUILT UP AREA PROPOSED AT GROUND FLOOR DRAINAGE LINE SHOWN IN DOTTED RED INTERNAL WALL 115MM THICK EXTERNAL WALL 230MM THICK PROPOSED WORK SHOWN IN RED AT FIRST FLOOR AREA STATEMENT NOTE SQ.MT. 2. TOTAL BUILT UP AREA PROPOSED AREA STATEMENT 1. AREA OF THE PLOT (as per 7/12 extract) APPROVAL Scale:1:100 GROUND FLOOR PLAN Scale:1:100 FIRST FLOOR PLAN Scale:1:100 EAST SIDE ELEVATION 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 AREA DIAGRAM & CALCULATION Area of block A = 9.205M X 23.680M= 217.975 SQ.MT. Proposed Built up Area at Ground Floor GROUND FLOOR Scale : 1:300 Overhead water tank above A B a 5 5 Deductions : a) 4.895M X 2.63M = 12.875 SQ.MT. Built up Area at Ground floor = 231.665 SQ.MT.--------A Area of block B = 1/2 X 3.00M X 17.710M = 26.565 SQ.MT. Area of block A = 9.205M X 23.680M= 217.975 SQ.MT. Proposed Built up Area at First Floor A B a Deductions : a) 4.895M X 2.63M = 12.875 SQ.MT. Built up Area at First floor = 231.665 SQ.MT.--------B FIRST FLOOR Scale : 1:300 S/C HEADROOM+WATERTANK SLAB Scale : 1:300 A Area of block A = 10.335M X 3.09M= 31.940 SQ.MT. ------C Proposed Built up Area at staircase/ overhead water tank TOTAL BUILT UP AREA = G.F. + F.F. + S/C / TANK A+ B +C = = 231.665 SQ.MT. + 231.665 SQ.MT. + 31.940 SQ.MT. = 495.27 SQ.MT. 1 h - 81.5 are 495.270 sq.mt. AT STAIRCASE/OVERHEAD WATER TANK 31.940 231.665 495.270 A A UP A A SECTION A-A Scale:1:100 5 5 MURUM FILLING FLOOR FINISH 230 MM SOLING 150MM P.C.C. G.L. T= 250mm R= 175mm Stair-case P.L. 5 Head Room O/h Water tank 5 Covered Porch Porch/ Varndah FOR RESIDENTIAL BUNGALOW Area of block B = 1/2 X 3.00M X 17.710M = 26.565 SQ.MT. 231.665 PROJECT :- TITLE :- IN WET CONDITION MINIMUM FOR 14 DAYS. EXPOSED SURFACE OF CONCRETE SHALL BE KEPT CONTINUOUSLY TOP BARS & CLOSE TO SUPPORT IN BOTTOM BARS. (b) FOR FOUNDATION BEAM/RAFT LAPS CLOSE TO MID SPAN IN & CLOSE TO SUPPORT IN TOP BARS. (a) FOR FLOOR BEAM/SLAB CLOSE TO MID SPAN IN BOTTOM BARS 6. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT A SECTION. THE LOCATION OF LAPPING SHALL BE AVOIDED AS FOLLOWS :- OF SMALLER BAR AT ANY SECTION. 5. U.N.O. MINIMUM LAP LENGTH SHALL BE 50 TIMES OF BAR DIAMETER DIRECTIONS OF COLUMN THE SPACING SHOULD BE DOUBLED. 3. CONFINING STIRRUPS IN BEAM COLUMN JUNCTION SHALL BE PROVIDED AT THE CIRCUMSTANCES COLUMN VERTICAL BARS SHALL BE BENT TO ACCOMODATE SHALL BE GRADUALLY BENT & PLACED CLEAR OFF COLUMN BARS. UNDER NO 2. AT BEAM & COLUMN JUNCTION. BEAM BARS IF IN CONFLICT WITH COLUMN BARS 4. RINGS/STIRRUPS SIZE IN COLUMN IS SAME BELOW AND ABOVE G.L. U.N.O. IN THE DWG. CLEAR COVER TO MAIN REINFORCEMENT GRADE CONFORMING IS: 456-2000. 13. DO NOT SCALE THE DWG., ONLY WRITTEN DIMENSION ARE TO BE FOLLOWED. 8. USE OF NEEDLE VIBRATOR AND PLASTISIZER RECOMMENDED FOR R.C.C. WORK. 7. IN HANGERS LAPPING OF BARS IS NOT PERMITTED BET. FLOORS U.N.O. ALL REINFORCEMENT SHALL BE OF HIGH STRENGTH U.N.O. CONCRETE MIX FOR ALL ELEMENT SHALL BE OF SPECIFIED ALL REINFORCING STEEL TO BE OF TESTED QUALITY. 12. READ THIS DWG. WITH RELEVANT ARCHITECTURAL & SERVICES DWG. (2) COLUMN (40 mm) S.B.C. OF SOIL FOR DESIGN OF FOUNDATION HAS BEEN TAKEN (1) FOOTING (50 mm) IN CASE OF ANY DOUBT REGARDING S.B.C. DURING EXCAVATION, DEFORMED BARS OF SPECIFIED GRADE CONFORMING TO IS:1786 BEAM BARS. SPACING INDICATED. HOWEVER IF BEAMS ARE CONNECTED ON ALL THE FOUR 1. SAFE BEARING CAPACITY OF SOIL THE MATTER SHALL BE REPORTED TO THE GEO-TECH. CONSULTANT. 2. REINFORCING STEEL 3. CONCRETE 5. COVER GENERAL NOTES 4. P.C.C. PLAIN CEMENT CONCRETE M-10 1. EXTRA TOP OR BENT-UP BARS SHALL BE EXTENDED UPTO 0.3xL IN ADJACENT SPAN OVER A CONTINEOUS SUPPORT, AND ANCHOR DOWN AT END SUPPORT. OR DIA. OF BAR WHICHEVER IS GREATER. 10. BURNT OIL NOT PERMITTED FOR DE-SHUTTERING . 9. USE DENSIFIED COATED PLYWOOD FOR SHUTTERING & FORMWORK. 11. CURING : THIS OFFICE BEFORE EXECUTION OF WORK. 14. IN CASE OF ANY AMBIGUITY, PLEASE BRING IT TO THE NOTICE OF AS SPECIFIED. MINIMUM DEPTH SHALL BE UPTO HARD STRATA. SHALL BE AS FOLLOWS :- 15. SHUTTERING & SCAFFOLDING IS AT THE RESPONSIBILITY OF CONTRACTOR. U.N.O. :- UNLESS NOTED OTHERWISE 16. STRIPPING TIME TABLE AS PER IS 456-2000. R.C.C. DETAILS OF COL. & COLUMN FOOTING RESIDENTIAL BUNGALOW CONCRETE MIX : M 20, GRADE OF STEEL : Fe 500 LATERAL TIES DETAILS 6 BARS 8 BARS 10 BARS SECTIONAL ELEVATION P. C. C. 100 THK.(M-10) 10 T T 10 CENTRE LINE OF COLUMN. T 10 T 8x16 PLINTH LVL. TYPICAL PLAN OF COLUMN FOOTING GL GL 8 @150c/c 8 @150c/c T 75MM 10 T D d 75 mm PLAN L B 300 300 \A1;530 \A1;230 T 8x16 \A1;600 40 4 Legd. 4 Legd. T 8 @100 T \A1;600 4 Legd. 8 @100 T FOR COLUMNS OF SIZE 450 X 450 TYPICAL COLUMN LINKS FOR SQUARE COLUMNS-8 @ 150 c/c \A1;A \A1;B COLUMN DETAIL OF EXCAVATION OF ADJACENT FOOTINGS B < A \ COLUMN FOOTING FOOTING Foundation sheet 3/4 Foundation sheet 4/4 \A1;600(Typ) BEAM LAST FLOOR \A1; LAP LENGTH-STAGGERED FOOTING TYPICAL FIRST/SECOND FLOOR GROUND FLOOR \A1; COLUMN LINKS-8 @ 150 c/c \A1;LAP LENGTH-STAGGERED 1 1 6 6 BEAM BEAM COLUMN INTERMEDIATE FLOORS Key section GROUND FLOOR LEVEL FOUNDATION AS PER DETAIL FLOOR FINISH BASH CONCRETE BOULDER & MOORUM FILLING 2ND FLOOR LEVEL 1ST FLOOR LEVEL CENTER LINE PLAN CONCRETE MIX : M 20, GRADE OF STEEL : Fe500 GROUND FLOOR PLAN CENTER LINE PLAN IF IN DOUBT PLEASE ASK. DO NOT SCALE THE DRAWING. ALL DIMENSIONS ARE IN mm. 1/4 Foundation Plan NOTE:- THE CENTER-LINE DIMENSION - REFER ARCHITECTURAL CENTERLINE DRAWING. AND IF ANY CHANGE TAKES PLACE PLEASE INFORM THIS OFFICE. Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 2 3.465 X 3.66 1.2X1.2 D D1 D1 D2 V V 1.2X2.1 Varandah 3.47 X 3.66 2.2X1.2 D1 D2 3.85 X 5.465 Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 1 5.165 X 4.485 3.465 X 3.66 1.2X1.2 D D1 D1 D2 V V 1.2X2.1 3.465 X 3.665 2.2X1.2 D1 D2 3.85 X 5.465 2.77m wide Varandah 2.77m wide 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP 5 FACE 0.000 0.115 29 END 23.680 3.135 27 20.545 04 14.795 11 8.895 20 FACE 0.000 0.150 27 END 12.205 01 230X450 02 03 05 06 07 08 04 09 10 12 13 14 11 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 UP 01 02 03 05 06 07 08 04 09 10 12 13 14 11 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 5.0sq.mt. 5.0sq.mt. 6.5sq.mt. 6.5sq.mt. 3.5sq.mt. 3.5sq.mt. 6.5sq.mt. 6.5sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 9.7sq.mt. 9.7sq.mt. 1.3sq.mt. 1.3sq.mt. 1.83sq.mt. 1.83sq.mt. 1.5sq.mt. 1.5sq.mt. 1.5sq.mt. 1.5sq.mt. 22 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 5.0sq.mt. 5.0sq.mt. 6.5sq.mt. 6.5sq.mt. 3.5sq.mt. 3.5sq.mt. 6.5sq.mt. 6.5sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 9.7sq.mt. 9.7sq.mt. 1.3sq.mt. 1.3sq.mt. 1.83sq.mt. 1.83sq.mt. 1.5sq.mt. 1.5sq.mt. 1.5sq.mt. 1.5sq.mt. 5 5 5 5 5 5 5 5 5 B11 B13 B11 B14 B5 B3 B11 B11 B11 B11 B11 B11 B21 B21 B8 B9 B1 B4 B2 B7 B25 B25 B19 B19 B19 B18 B24 B15 B22 B20 B16 B17 B12 B12 B10 B1 B6 B3 B3 B1 B4 B2 B7 B3 B8 B9 B10 B5 B1 B6 B12 B26 B23 54KN 63KN 54KN 63KN 67KN 67KN 54KN 54KN 54KN 54KN 108KN 54KN 54KN 54KN 54KN 108KN 45KN 45KN 153KN 153KN 94KN 94KN 215KN 122KN 131KN 215KN 82KN 82KN 160KN 160KN 375KN 33KN 120KN 150KN 120KN 120KN 240KN 120KN 120KN 240KN 33KN 120KN 150KN 15KN 15KN 32KN 32KN 165KN 10KN 100KN 100KN 17 17 126KN 55KN 55KN 150KN 200KN 110KN 110KN 180KN 180KN 82KN 375KN 63KN 63KN 250KN 100KN 17 180 Loadings For 1st floor only 54KN 63KN 54KN 63KN 67KN 67KN 54KN 54KN 54KN 54KN 108KN 54KN 54KN 54KN 54KN 108KN 45KN 45KN 153KN 153KN 140KN 82KN 15KN 15KN 32KN 32KN 165KN 100KN 17 126KN 55KN 55KN 200KN 63KN 63KN 5 63KN 63KN 240KN 85KN 85KN 17 17 165KN 63KN 63KN 75KN 75KN bkt 110KN 110KN 400KN 370KN D FOOTING DETAILS (BOTH WAYS) REINFORCEMENT P.C.C(1:4:8) 150MM THICK COLUMN NOS. B x L SIZE DEPTH UP TO PLINTH SIZE / STEEL COLUMN DETAILS IN GROUND FLOOR SIZE / STEEL IN FIRST FLOOR SIZE / STEEL LATERAL TIES IN COLUMNS REMARKS d 8 @ 150 c/c 8 @ 150 c/c Sloped Footings SCHEDULE OF COLUMNS & FOOTINGS C01,C28 10 @ 125 c/c 200 230 X 450 230 X 450 8 -120 230 X 450 4-16 0 + 4 -120 1300 X 1500 450 1500 X 1700 230 X 450 8 -120 Working dwg sheet 2/4 CENTER LINE PLAN 8 -120 C13,C29 10 @ 125 c/c 200 1300 X 1500 1500 X 1700 C05,C09,C10,C12 10 @ 125 c/c 200 1300 X 1500 1500 X 1700 C16,C17,C21, C6,C18,C22 10 @ 125 c/c 200 1375 X 1585 1575 X 1785 230 X 450 4-16 0 + 4 -120 C30 10 @ 125 c/c 200 1425 X 1675 1625 X 1875 230 X 450 6-16 0 + 2 -120 C02,C03 10 @ 125 c/c 200 1500 X 1750 1700 X 1950 230 X 450 6-16 0 + 2 -120 C14,C31 10 @ 125 c/c 200 1550 X 1850 1750 X 2050 230 X 530 8 -160 C08,C15,C19,C24 10 @ 125 c/c 200 1750 X 2000 1950 X 2200 230 X 600 8-16 0 + 2 -120 230X530 230X600 230X600 230X600 230X600 230X450 230X450 230X450 230X450 230X530 230X450 230X450 230X450 230X450 0300 0300 0300 0300 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 5.165 X 4.485 230X530 C07,C23 10 @ 125 c/c 200 1500 X 1750 1700 X 1950 230 X 530 6-16 0 + 2 -120 C04,C27 10 @ 125 c/c 200 1600 x 1600 1800 X 1800 300X300 230 X 450 8 -120 C11,C20 10 @ 125 c/c 200 1600 x 1600 1800 X 1800 4-16 0 + 4 -120 6-16 0 + 2 -120 3.115 31 24 08 3.225 03 3.300 19 7.045 14 7.085 23 18 30 8.625 26 29 17 13 10 8.510 22 06 8.395 02 12.090 25 28 21 16 09 12 05 01 28 30 0.225 31 0.265 3.780 25 26 3.890 5.510 24 23 5.545 6.745 21 22 10.300 16 18 10.410 19 17 13.270 13 14 12 13.380 15 16.935 09 10 17.045 18.665 08 07 18.700 19.900 05 06 23.455 01 23.565 02 03 5 230 X 450 4-16 0 + 4 -120 230 X 450 4-16 0 + 4 -120 230 X 450 6-16 0 + 2 -120 230 X 450 6-16 0 + 2 -120 230 X 530 8 -160 230 X 530 6-16 0 + 2 -120 0300 0300 4-16 0 + 4 -120 6-16 0 + 2 -120 230 X 450 2-16 0 + 6 -120 230 X 450 4-16 0 + 4 -120 230 X 450 4-16 0 + 4 -120 230 X 450 4-16 0 + 4 -120 230 X 530 230 X 530 4-16 0 + 4 -120 0300 0300 2-16 0 + 6 -120 230 X 600 8-16 0 + 2 -120 230 X 600 230 X 450 8 -120 230 X 450 8 -120 8 @ 150 c/c 8 @ 150 c/c 8 @ 150 c/c 8 @ 150 c/c 8 @ 150 c/c 8 @ 150 c/c 8 @ 150 c/c 8 @ 150 c/c 8 @ 150 c/c 450 550 550 600 450 450 450 530 530 450 C25,C26 4-16 0 + 4 -120 8 -160 4-16 0 + 4 -120 300X300 20 11 04 15 07 GROUND FLOOR PLAN WORKING DRAWING IF IN DOUBT PLEASE ASK. DO NOT SCALE THE DRAWING. ALL DIMENSIONS ARE IN mm. NOTE:- THE CENTER-LINE DIMENSION - REFER ARCHITECTURAL CENTERLINE DRAWING. AND IF ANY CHANGE TAKES PLACE PLEASE INFORM THIS OFFICE. Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 2 3.465 X 3.66 1.2X1.2 D D1 D1 D2 V V 1.2X2.1 Varandah 3.47 X 3.66 2.2X1.2 D1 D2 3.85 X 5.465 Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 1 5.165 X 4.485 3.465 X 3.66 1.2X1.2 D D1 D1 D2 V V 1.2X2.1 3.465 X 3.665 2.2X1.2 D1 D2 3.85 X 5.465 2.77m wide Varandah 2.77m wide 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP 5 01 230X450 02 03 05 06 07 08 04 09 10 12 13 14 11 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 230X530 230X600 230X600 230X600 230X600 230X450 230X450 230X450 230X450 230X530 230X450 230X450 230X450 230X450 0300 0300 0300 0300 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 5.165 X 4.485 230X530 GROUND FLOOR PLAN GROUND/PLINTH BEAM IF IN DOUBT PLEASE ASK. DO NOT SCALE THE DRAWING. ALL DIMENSIONS ARE IN mm. 1/4 Foundation Plan NOTE:- THE CENTER-LINE DIMENSION - REFER ARCHITECTURAL CENTERLINE DRAWING. AND IF ANY CHANGE TAKES PLACE PLEASE INFORM THIS OFFICE. UP 01 230X450 02 03 05 06 07 08 04 09 10 12 13 14 11 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 230X530 230X600 230X600 230X600 230X600 230X450 230X450 230X450 230X450 230X530 230X450 230X450 230X450 230X450 300X300 0300 0300 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 230X530 300X300 GB11 GB13 GB11 GB14 PB5 PB3 GB11 GB11 GB21 PB8 PB9 PB1 PB4 PB2 PB7 GB25 GB25 GB19 GB19 GB19 PB18 PB24 PB15 PB22 PB20 PB16 GB17 GB12 PB10 PB1 PB6 PB3 B7 PB3 PB9 PB10 PB5 PB1 GB12 GB26 GB23 GB11 GB11 GB21 GB11 GB11 GB12 PB3 PB8 PB1 PB4 PB2 PB7 PB6 SIZE STEEL AT TOP STEEL AT BOTTOM B X D BEAM No. CURTAIL SCHEDULE OF GROUND & PLINTH BEAM STRAIGHT EXTRA SUP. FULL S T I R R U P S NEAR SUPPORT AT MID SPAN REMARKS 8 0 @ 150 C/C 8 0 @ 150 C/C Plinth Beam PB1,PB8 150X300 2-12 0 2-8 0 2/4 8 0 @ 150 C/C 8 0 @ 150 C/C PB4 150X380 2-12 0 2-8 0 8 0 @ 150 C/C 8 0 @ 150 C/C PB2 150X450 2-12 0 2-8 0 1-10 0 1-12 0 150X450 2-16 0 2-8 0 1-10 0 1-16 0 PB3 150X450 2-12 0 2-8 0 1-10 0 1-12 0 PB5 150X450 2-12 0 2-8 0 1-12 0 1-12 0 PB6 150X450 2-12 0 2-8 0 1-12 0 1-12 0 PB9 150X450 2-12 0 2-8 0 1-12 0 1-12 0 PB7 230X600 PB10,PB15 2-16 0 2-10 0 1-16 0 1-16 0 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C GB11 230X450 2-16 0 2-8 0 1-12 0 1-16 0 GB12 230X450 2-12 0 2-16 0 GB13 230X600 2-16 0 2-10 0 1-16 0 1-16 0 8 0 @ 150 C/C 230X600 2-16 0 2-10 0 2-16 0 2-16 0 GB14 PB16,PB20 230X450 2-12 0 2-8 0 1-12 0 1-12 0 GB17,GB25 230X450 2-12 0 2-8 0 1-10 0 1-12 0 PB18 230X450 2-12 0 2-8 0 GB19 230X600 2-16 0 2-10 0 2-16 0 2-16 0 230X380 2-12 0 2-8 0 1-10 0 1-12 0 GB21 PB22 230X530 2-16 0 2-8 0 1-12 0 230X750 GB23 2-16 0 2-10 0 2-16 0 PB24 230X450 2-16 0 2-8 0 PBKT PBKT PBKT 230X450 2-12 0 2-16 0 1.2M BACK BEHIND IN BEAM 08 @ 150c/c Distribution steel Main Steel 010 @ 125 c/c 380 150 150 010 @ 125 c/c 300 750 300 BEAM(INV) MLB MID LANDING 750 1 2 3 09 11 18 3.15 M STAIR-CASE DETAILS FOR 16-2+ 8-2 08@150 C/C SCHEDULE OF BEAM AT MID LANDING RINGS 08-2 TOP STEEL 016-2 STRAIGHT BENT-UP BOTTOM STEEL 012-1 230 X 380 MLB BEAM SIZE B X D REMARKS INVERTED BEAM at Mid landing 1.575m 10 2.1m 1.2 P.L. G.L. 010 @ 125 c/c 3/4 SECTION C-C T=280MM R=175MM UP 14 15 18 19 PB18 PB24 PB20 PB16 GB17 PBKT PBKT 1 3 5 7 9 2 4 6 8 11 13 15 17 12 14 16 18 10 R=175mm T=280mm 5 5 5 5 5 5 P.L. 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 1-12 0 2-16 0 Ground Beam 8 0 @ 150 C/C PB24 PB18 12-1 5) ------- 12) WATER USED FOR MIXING AND CURING SHALL BE CLEAN POTABLE AND CONFORM TO I.S.3025. 16) INTERIOR OF FORMS AND FORMWORKS SHALL BE CLEANED AND WETTED BEFORE CONCRETING. 4) INDICATES HIGH YIELD STRENGTH STEEL FE500 GRADE CONFORMING TO I.S.1786. 6) BENDING AND BINDING OF STEEL SHALL BE AS PER THIS TYPICAL DETAILS. 8) MAXIMUM NO. OF BARS IN ONE LAYER FOR BEAMS & COLUMNS SHALL BE 2 NOS. FOR 150, 230 9) UNLESS OTHERWISE MENTIONED, MINIMUM CLEAR COVER TO REINFORCEMENT SHALL BE FOOTING -50, COLUMN -40, BEAM -25, SLAB -20, HIDDEN BEAM -20. 14) WATER CEMENT RATIO SHALL BE STRICTLY LESS THAN 0.45. 15) CONCRETE SHALL BE MIXED IN MECHANICAL MIXER FOR MINIMUM 90 SECONDS. 17) DESCREPANCY IF ANY SHALL BE BROUGHT TO THE NOTICE OF THE CONSULTING ENGINEER 3) ASSUMED S.B.C. OF SOIL = 200 KN/SQ,MT.,DESIGN FOR G+1 RCC STRUCTURE. WIDTH, 3 NOS. FOR 300 WIDTH, 4 NOS. FOR 460 WIDTH, AND 5 NOS. FOR 600 WIDTH. 11) AGGREGATES SHALL COMPLY WITH I.S.383. BEFORE EXECUTION. SERVICE DRAWINGS. 7) LAP LENGTH SHALL BE 60 X DIA. OF BAR. 10) CONCRETE SHALL BE M20 GRADE CONFORMING TO I.S.456. 13) CONCRETE ADMIXTURES SHALL BE CHLORIDE FREE. 18) LAP LENGTH SHALL BE 60 X DIA OF BARS Subject :-R.C.C. Details of Ground & Plinth Beam 19) BENT-UP BARS IN BEAMS SHOULD BE BENT L/4 & EXTENDED UPTO L/4 IN ADJACENT BEAMS 20) EXTRA TOP BARS IN ADDITION TO BENT UP BARS 21) NO BRICK WORK SHOULD BE DONE OVER BEAMS UP TO MINIMUM 7 DAYS FROM CASTING. TYPICAL DETAIL AT BEAM-COLUMN JUNCTION COLUMN STEEL COLUMN STEEL STRAIGHT OUTSIDE OUTSIDE COLUMN STEEL BEAM TOP STEEL STRAIGHT STIRRUPS COLUMN STEEL COVER COVER BEAM STEEL 8 @ 150 c/c COLUMN LINKS BEAM COLUMN BEAM BOTTOM STEEL CONCRETE MIX : M 20, GRADE OF STEEL : Fe 500 Plinth level -0.15m Plinth level -0.15m 2) ALL DRAWINGS TO BE READ IN CONJUNCTION WITH RELEVANT ARCHITECTURAL AND 1) ALL DIMENSIONS ARE IN MM. NOTES: - 4/4 UP 1 3 5 7 9 2 4 6 8 11 13 15 17 12 14 16 18 10 5 5 5 5 5 5 UP 01 02 03 05 06 07 08 04 09 10 12 13 14 11 15 16 17 18 19 20 21 23 24 25 26 27 28 29 30 31 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 5.0sq.mt. 5.0sq.mt. 6.5sq.mt. 6.5sq.mt. 3.5sq.mt. 3.5sq.mt. 6.5sq.mt. 6.5sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 9.7sq.mt. 9.7sq.mt. 1.3sq.mt. 1.3sq.mt. 1.83sq.mt. 1.83sq.mt. 1.5sq.mt. 1.5sq.mt. 1.5sq.mt. 1.5sq.mt. 22 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 5.0sq.mt. 5.0sq.mt. 6.5sq.mt. 6.5sq.mt. 3.5sq.mt. 3.5sq.mt. 6.5sq.mt. 6.5sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 3.1sq.mt. 9.7sq.mt. 9.7sq.mt. 1.3sq.mt. 1.3sq.mt. 1.83sq.mt. 1.83sq.mt. 1.5sq.mt. 1.5sq.mt. 1.5sq.mt. 1.5sq.mt. 5 5 5 5 5 5 5 5 5 B11 B13 B11 B14 B5 B3 B11 B11 B11 B11 B11 B11 B21 B21 B8 B9 B1 B4 B2 B7 B25 B25 B19 B19 B19 B18 B24 B15 B22 B20 B16 B17 B12 B12 B10 B1 B6 B3 B3 B1 B4 B2 B7 B3 B8 B9 B10 B5 B1 B6 B12 B26 B23 54KN 63KN 54KN 63KN 67KN 67KN 54KN 54KN 54KN 54KN 108KN 54KN 54KN 54KN 54KN 108KN 45KN 45KN 153KN 153KN 94KN 94KN 215KN 122KN 131KN 215KN 82KN 82KN 160KN 160KN 375KN 33KN 120KN 150KN 120KN 120KN 240KN 120KN 120KN 240KN 33KN 120KN 150KN 15KN 15KN 32KN 32KN 165KN 10KN 100KN 100KN 17 17 126KN 55KN 55KN 150KN 200KN 110KN 110KN 180KN 180KN 82KN 375KN 63KN 63KN 250KN 100KN 17 180 Loadings For 1st floor only 54KN 63KN 54KN 63KN 67KN 67KN 54KN 54KN 54KN 54KN 108KN 54KN 54KN 54KN 54KN 108KN 45KN 45KN 153KN 153KN 140KN 82KN 15KN 15KN 32KN 32KN 165KN 100KN 17 126KN 55KN 55KN 200KN 63KN 63KN 5 63KN 63KN 240KN 85KN 85KN 17 17 165KN 63KN 63KN 75KN 75KN bkt 110KN 110KN 400KN 370KN FIRST SLAB DESIGN FIRST SLAB DESIGN IF IN DOUBT PLEASE ASK. DO NOT SCALE THE DRAWING. ALL DIMENSIONS ARE IN mm. 1/6 1st slab design sheet NOTE:- THE CENTER-LINE DIMENSION - REFER ARCHITECTURAL CENTERLINE DRAWING. AND IF ANY CHANGE TAKES PLACE PLEASE INFORM THIS OFFICE. UP 01 230X450 02 03 05 06 07 08 04 09 10 12 13 14 11 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 230X530 230X600 230X600 230X600 230X600 230X450 230X450 230X450 230X450 230X530 230X450 230X450 230X450 230X450 300X300 0300 0300 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 230X530 300X300 B11 B13 B11 B14 B5 B3 B11 B11 B11 B11 B11 B11 B21 B21 B8 B9 B1 B4 B2 B7 B25A B25A B19 B19 B19 B18 B24 B15 B22 B20 B16 B17 B12 B12 B10 B1 B6 B3 B3 B1 B4 B2 B7 B3 B8 B9 B10 B5 B1 B6 B12 B26 B23 SIZE STEEL AT TOP STEEL AT BOTTOM B X D BEAM No. CURTAIL SCHEDULE OF FIRST SLAB AND BEAMS STRAIGHT EXTRA SUP. FULL S T I R R U P S NEAR SUPPORT AT MID SPAN REMARKS Slab Beam 2/6 FIRST FLOOR PLAN WORKING DRAWING IF IN DOUBT PLEASE ASK. DO NOT SCALE THE DRAWING. ALL DIMENSIONS ARE IN mm. NOTE:- THE CENTER-LINE DIMENSION - REFER ARCHITECTURAL CENTERLINE DRAWING. AND IF ANY CHANGE TAKES PLACE PLEASE INFORM THIS OFFICE. Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 3.465 X 3.66 1.2X1.2 D D1 D1 D2 V V 1.2X2.1 Varandah 3.47 X 3.66 2.2X1.2 D1 D2 3.85 X 5.465 Living Bed 1 Bed 2 Kit/Din Passage Bath WC Toilet 5.165 X 4.485 3.465 X 3.66 1.2X1.2 D D1 D1 D2 V V 1.2X2.1 3.465 X 3.665 2.2X1.2 D1 D2 3.85 X 5.465 2.77m wide Varandah 2.77m wide 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 UP 5 01 230X450 02 03 05 06 07 08 04 09 10 12 13 14 11 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 230X530 230X600 230X600 230X600 230X600 230X450 230X450 230X450 230X450 230X530 230X450 230X450 230X450 230X450 0300 0300 0300 0300 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X450 230X530 5.165 X 4.485 230X530 UP 29 31 33 35 30 32 34 36 28 5 5 5 5 5 5 4 3 26 24 22 20 25 23 21 19 27 B1,B4 8 0 @ 150 C/C 8 0 @ 150 C/C B2 150 X 450 8 0 @ 150 C/C 8 0 @ 150 C/C 150 X 450 2-12 0 2-8 0 2-12 0 2-8 0 1-10 0 1-12 0 B3 150 X 450 8 0 @ 150 C/C 8 0 @ 150 C/C 2-16 0 2-8 0 1-16 0 2-16 0 +1-10 0 B5 230 X 530 8 0 @ 150 C/C 8 0 @ 150 C/C 2-16 0 2-8 0 2-16 0 2-16 0 B6 B7 B8,B12,B25 B9 B10 B11,B18 B13 B14 B15 B21 B17 B19 B20 B22 B23 B24 150 X 530 8 0 @ 150 C/C 8 0 @ 150 C/C 2-16 0 2-8 0 2-12 0 2-12 0 150 X 530 8 0 @ 150 C/C 8 0 @ 150 C/C 2-12 0 2-8 0 2-12 0 2-12 0 230 X 450 8 0 @ 150 C/C 8 0 @ 150 C/C 2-12 0 2-8 0 230 X 530 8 0 @ 150 C/C 8 0 @ 150 C/C 2-16 0 2-10 0 2-16 0 2-16 0 230 X 750 8 0 @ 150 C/C 8 0 @ 150 C/C 2-20 0 2-10 0 2-16 0 2-16 0 230 X 450 8 0 @ 150 C/C 8 0 @ 150 C/C 2-12 0 2-8 0 2-12 0 1-12 0 230 X 750 8 0 @ 150 C/C 8 0 @ 150 C/C 3-16 0 2-10 0 1-16 0 2-16 0 2-10 0 FACEBARS 230 X 750 8 0 @ 150 C/C 8 0 @ 150 C/C 3-16 0 2-10 0 2-16 0 2-16 0 230 X 900 8 0 @ 150 C/C 8 0 @ 150 C/C 2-20 0 2-10 0 2-16 0 2-16 0 230 X 450 8 0 @ 150 C/C 8 0 @ 150 C/C 2-16 0 2-8 0 1-12 0 1-16 0 230 X 450 230 X 450 230 X 750 8 0 @ 150 C/C 8 0 @ 150 C/C 3-16 0 2-10 0 2-16 0 2-16 0 230 X 750 8 0 @ 150 C/C 8 0 @ 150 C/C 3-16 0 2-10 0 2-16 0 2-16 0 230 X 900 8 0 @ 150 C/C 8 0 @ 150 C/C 2-20 0 2-10 0 2-16 0 2-16 0 2-10 0 FACEBARS 230 X 450 8 0 @ 150 C/C 8 0 @ 150 C/C 2-16 0 2-8 0 1-16 0 2-16 0 1-12 0 2-10 0 FACEBARS 2-10 0 FACEBARS Slab Beam Slab Beam Slab Beam Slab Beam Slab Beam Slab Beam Slab Beam Slab Beam Slab Beam Slab Beam Slab Beam Slab Beam 2-16 0 2-8 0 1-12 0 1-16 0 2-16 0 2-8 0 1-12 0 1-16 0 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C Mid- Slab Beam Landing beam BKT1 BKT1 230X450 2-16 0 4-16 0 1.5M BACK BEHIND IN BEAM 8 0 @ 150 C/C 8 0 @ 150 C/C BKT1 S C H E D U L E O F F I R S T S L A B SHORT SPAN STEEL THICK SLAB (mm) REMARKS LONG SPAN STEEL S4 S3 S5 S6 S7 S8 S2 S1 3/6 S9 S10 TWO WAY 115 ALTERNATE BENT @ L/5 80 @ 150 C/C ALTERNATE BENT @ L/5 80 @ 150 C/C ONE WAY 120 ALTERNATE BENT @ L/5 80 @ 135 C/C 80 @ 160 C/C 115 ALTERNATE BENT @ L/5 80 @ 150 C/C 80 @ 175 C/C ONE WAY 150 DOUBLE MESH 100 @ 150 C/C 80 @ 150 C/C DOUBLE MESH LANDING STAIRCASE TWO WAY ALTERNATE BENT @ L/5 80 @ 140 C/C 125 ALTERNATE BENT @ L/5 80 @ 160 C/C TWO WAY ALTERNATE BENT @ L/5 80 @ 140 C/C 125 ALTERNATE BENT @ L/5 80 @ 150 C/C TWO WAY ALTERNATE BENT @ L/5 80 @ 125 C/C 135 ALTERNATE BENT @ L/5 80 @ 125 C/C TWO WAY ALTERNATE BENT @ L/5 80 @ 125 C/C 135 ALTERNATE BENT @ L/5 80 @ 140 C/C 160 ALTERNATE BENT @ L/5 100 @ 100 C/C ALTERNATE BENT @ L/5 100 @ 100 C/C TWO WAY 150 TWO WAY (with extra top @ support) (with extra top @ support) ALTERNATE BENT @ L/5 100 @ 100 C/C ALTERNATE BENT @ L/5 100 @ 125 C/C WS ---------- R E F E R P L I N T H B E A M D E S I G N ------- S7 S7 S7 S7 S2 Sunk S2 Sunk S2 Sunk S2 Sunk S1 S1 S2 S3 S3 S1 S1 S2 Sunk Sunk S4 S6 S6 S6 S9 HB1 S9 HB1 8 0 @ 150 C/C 8 0 @ 150 C/C 2-12 0 2-12 0 HB1 HIDDEN 230 X D BEAM S10 HB1 S10 HB1 G G INTERMEDIATE SUPPORT CLEAR SPAN END SUPPORT TOP BAR CURTAILED BAR EXTRA BAR OVER SUPPORT CURTAILED BAR L1 L1/7 BEAM L1/4 L2/7 L2 BEAM L2/4 EXTRA BAR OVER SUPPORT BOTTOM BAR L2/7 L2/4 EXTRA BAR OVER SUPPORT L1/7 L1/4 BOTTOM BAR ( PLEASE REFER THIS BAR CURTAILING BEFORE EXECUTION ) \L(BAR CURTAILING IN BEAM) CLEAR SPAN TYPICAL DETAILS OF BEAM TOP STEEL STRAIGHT BOTTOM STEEL STRAIGHT END SUPPORT 4/6 \A1;D 0.3xL \A1;L/5 0.3xL \A1;L/5 0.3xL \A1;L/5 10 100 T 10 125 T S10 S6 S3 L 0.3xL \A1;L/5 SECTION AT G-G TYPICAL DETAIL AT BEAM-COLUMN JUNCTION COLUMN STEEL COLUMN STEEL STRAIGHT OUTSIDE OUTSIDE COLUMN STEEL BEAM TOP STEEL STRAIGHT STIRRUPS COLUMN STEEL COVER COVER BEAM STEEL 8 @ 150 c/c COLUMN LINKS BEAM COLUMN BEAM BOTTOM STEEL Subject :-R.C.C. Details of First Slab & Beams NOTES FOR SLABS: - 1) BENT-UP BARS IN SLABS SHOULD BE UPTO L/5 IN ADJACENT SLABS 2) PROVIDE SUNK FOR BATH/TOILET = 200 MM & WC =400MM 3) AT END SUPPORT, SLAB TOP & BOTTOM BARS SHOULD HAVE 100MM BEND AT END. PERMITTED IN R.C.C BEAMS AND COLUMNS DURING OR AFTER CASTING. IN WET CONDITION MINIMUM FOR 14 DAYS. EXPOSED SURFACE OF CONCRETE SHALL BE KEPT CONTINUOUSLY ANY TYPE OF OPENINGS FOR PLUMBING, DRAINAGE OR ELECTRICAL NOT TOP BARS & CLOSE TO SUPPORT IN BOTTOM BARS. (b) FOR FOUNDATION BEAM/RAFT LAPS CLOSE TO MID SPAN IN & CLOSE TO SUPPORT IN TOP BARS. (a) FOR FLOOR BEAM/SLAB CLOSE TO MID SPAN IN BOTTOM BARS 6. NOT MORE THAN 50% OF BARS SHALL BE LAPPED AT A SECTION. THE LOCATION OF LAPPING SHALL BE AVOIDED AS FOLLOWS :- OF SMALLER BAR AT ANY SECTION. 5. U.N.O. MINIMUM LAP LENGTH SHALL BE 50 TIMES OF BAR DIAMETER DIRECTIONS OF COLUMN THE SPACING SHOULD BE DOUBLED. 3. CONFINING STIRRUPS IN BEAM COLUMN JUNCTION SHALL BE PROVIDED AT THE CIRCUMSTANCES COLUMN VERTICAL BARS SHALL BE BENT TO ACCOMODATE SHALL BE GRADUALLY BENT & PLACED CLEAR OFF COLUMN BARS. UNDER NO 2. AT BEAM & COLUMN JUNCTION. BEAM BARS IF IN CONFLICT WITH COLUMN BARS 4. RINGS/STIRRUPS SIZE IN COLUMN IS SAME BELOW AND ABOVE G.L. 19. ALL DIMENSIONS ARE IN MM, EXCEPT IN LAYOUT. LEVELS ARE IN METER. 18. DO NOT SCALE THE DWG., ONLY WRITTEN DIMENSION ARE TO BE FOLLOWED. 10. USE OF NEEDLE VIBRATOR AND PLASTISIZER RECOMMENDED FOR R.C.C. WORK. 9. REMARK "4 LEGGED" MEANS AT ALL LOCATIONS U.N.O. 8. STIRRUPS FOR CANTILEVER BEAMS TO HAVE HOOK AT BOTTOM. 7. IN HANGERS LAPPING OF BARS IS NOT PERMITTED BET. FLOORS 17. READ THIS DWG. WITH RELEVANT ARCHITECTURAL & SERVICES DWG. BEAM BARS. SPACING INDICATED. HOWEVER IF BEAMS ARE CONNECTED ON ALL THE FOUR GENERAL NOTES 1. EXTRA TOP OR BENT-UP BARS SHALL BE EXTENDED UPTO 0.3xL IN ADJACENT SPAN OVER A CONTINEOUS SUPPORT, AND ANCHOR DOWN AT END SUPPORT. 12. BURNT OIL NOT PERMITTED FOR DE-SHUTTERING . 11. USE DENSIFIED COATED PLYWOOD FOR SHUTTERING & FORMWORK. 13. CURING : 14. CUTOUT/ OPENING : 15. SLEEVE : FOR SLEEVES PROVIDE ADD'L TWO RINGS SPACED @ 75MM C/C THIS OFFICE BEFORE EXECUTION OF WORK. 20. IN CASE OF ANY AMBIGUITY, PLEASE BRING IT TO THE NOTICE OF CONSTRUCTION JOINT SHOULD BE AT QUARTER SPAN OF BEAM 16. U.N.O. IN THE DWG., CONSTRUCTION JOINT SHOULD BE APPROVED BY ENGINEER AT SITE. AND SLAB, IN NO CONDITION SHOULD BE AT THE SUPPORT. ON EITHER SIDE OF IT. 21. SHUTTERING & SCAFFOLDING IS AT THE RESPONSIBILITY OF CONTRACTOR. U.N.O. :- UNLESS NOTED OTHERWISE 22. STRIPPING TIME TABLE AS PER IS 456-2000. 6/6 CONCRETE MIX : M 20, GRADE OF STEEL : Fe 415 10 100 T 10 100 T 10 200 T 10 100 T 10 200 T 10 100 T \A1;150 2-10 0 FACEBARS B25A 230 X 750 2-12 0 2-8 0 8 0 @ 150 C/C 8 0 @ 150 C/C Slab Beam B16,B26 230 X 530 8 0 @ 150 C/C 8 0 @ 150 C/C 2-16 0 2-10 0 1-16 0 1-16 0 Slab Beam HB1 HB1 08 @ 150c/c Distribution steel Main Steel 010 @ 125 c/c 380 150 150 010 @ 125 c/c 300 750 300 BEAM(INV) MLB MID LANDING 750 1 2 3 09 11 18 3.15 M STAIR-CASE DETAILS FOR 16-2+ 8-2 08@150 C/C SCHEDULE OF BEAM AT MID LANDING RINGS 08-2 TOP STEEL 016-2 STRAIGHT BENT-UP BOTTOM STEEL 012-1 230 X 380 MLB BEAM SIZE B X D REMARKS INVERTED BEAM at Mid landing 1.575m 10 2.1m 1.2 P.L. G.L. 010 @ 125 c/c 5/6 SECTION C-C T=280MM R=175MM UP 14 15 18 19 BB18 B24 B20 B16 B17 BBKT1 BKT1 1 3 5 7 9 2 4 6 8 11 13 15 17 12 14 16 18 10 R=175mm T=280mm 5 5 5 5 5 5 P.L. PB24 PB18 12-1 300 750 150 08 @ 150c/c Distribution steel Main Steel 010 @ 125 c/c 300 750

Language	English
Drawing Type	Block
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartment, autocad, block, building, building departments, condo, consists, DWG, eigenverantwortung, Family, front, group home, grup, large, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, Porch, residential, surrounding, terrace, unit, units

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