Bungalow DWG Plan for AutoCAD

Bungalow DWG Plan for AutoCAD

Very small bungalow for 3 family in the weaker economic zone. Plan – lifting – make plinth – – 1 Foundation slab details

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

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, living, kitchen, bath, pooja, bed, toilet, proposed work shown in red, area statement, at first floor, area of the plot, total built up area proposed, proposed built up area, drainage line shown in dotted red, allowed f.s.i., plot boundry shown in thick black, sq.mt., drawings, specification, teak wood framed panelled, flush doors as per detail, m.s. glazed ventilators as per, mild steel window as per, detail drawings, size, schedule of openings, type, b. proposed balcony area per floor, b. less deduction of non residential, e. tenaments proposed, c. excess balcony area total, tenament statement, area shop etc, a. net area of the plot, balcony area statemet, —, length x bridthx height, cupboard provided, ground floor plan, site plan, elevation, adj. plot, sunk, w.c., parapet, floor finish, murum filling, g.l., ground floor, borewell, rain water, settlement tank:—-, cover, chamber, settlement, soak pit :——, rain water harvesting details, proposed, structure, common wall, existing, structure, d d, f o o t i n g d e t a i l s, reinforcement, column, nos., footing, depth, up to plinth, c o l u m n d e t a i l s, in ground floor, in first floor, lateral ties, in columns, remarks, lateral ties details, alternate, before execution., service drawings., notes: -, minimum bent, typical detail for, beam, typical details of eccentric footing, minimum bent for links, sectional elevation, centre line of, column., plinth lvl., typical plan of column footing, plan, eccentric, sloped, ground floor plan, plinth, level, section b-b of cub-board, section at c-c, rcc pardi, beam no., b x d, steel at top, steel at bottom, curtail, straight, extra sup., full, s t i r r u p s, near support, at mid span, mr. vispute, cantilever, note:- the center-line dimension – refer architectural centerline drawing., and if any change takes place please inform this office., ground beam, plinth beam, s c h e d u l e o f s l a b, short span steel, thick, slab, long span steel, one way, in the column, permitted in r.c.c beams and columns during or after casting., exposed surface of concrete shall be kept continuously, any type of openings for plumbing, drainage or electrical not, 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, beam bars., spacing indicated. however if beams are connected on all the four, general notes, span over a contineous support, and anchor down at end support., this office before execution of work., at site. construction joint should be at quarter span of beam, and slab, in no condition should be at the support., on either side of it., u.n.o. :- unless noted otherwise, 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,, the matter shall be reported to the geo-tech. consultant., or dia. of bar whichever is greater., as specified. minimum depth shall be upto hard strata., shall be as follows :-, typ. detail of ring, typical detail at beam-column junction, column steel, straight outside, outside column steel, beam top steel straight, stirrups, cover, beam steel, column links, beam bottom steel, extra top, typical section, bott. cut, inverted, inverted, rcc slab, schedule of first slab beam, slab beam, in the beam, two way, beams

Raw text data extracted from CAD file:

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 8 5.75 2.6 12.5 8.15 3 2.4 3 3.05 3.2 0.15 0.115 0.115 0.15 3.15 2.1 0.9 4.95 0.9 2.322 3 2.663 0.15 8.5 2.625 2.625 0.1 0.15 5.65 2.991 0.935 1.2 0.15 0.1 0.15 0.115 5.65 9.5 5.75 3 1.5 1.5 9.5 5.75 3 1.5 1.5 8.15 12.5 9.5 5.75 3 1.5 1.5 8.15 12.5 0.6 10.806 \A1;600 \A1;600 \A1;40 9.5 5.75 3 1.5 1.5 8.15 12.5 0.6 2.965 2.6 3.42 0.12 0.12 0.15 0.15 5.15 2.25 0.15 0.1 3.1 2.68 0.15 0.1 2.68 0.15 9.5 5.75 3 1.5 1.5 8.15 12.5 T \A1;0.7xL \A1;0.25xL \A1;0.25xL \A1;0.25xL \A1;0.25xL \A1;0.7xL \A1;0.25xL \A1;0.25xL \A1;0.25xL \A1;0.25xL 1.2 10'X8'9" Living 6'6"X8'9" Kitchen 6'6"X8'9" Kitchen 10'X8'9" Living 8'3"X11' Living 8'3"X6'6" Kitchen WC 4'3"X3' Bath 4'3"X4' 5 5 5 5 5 5 5 Living 2.4X2.29 Pooja 2.5X2.47 Bed 5.10X2.46 2.5X2.0 Toilet 2.6X2.29 Kitchen 2.5X2.47 2.6X4.85 2.5X2.0 Toilet 5 Living Kitchen Living Kitchen Living Kitchen WC 4'3"X3' 7'9"X10' 7'9"X10' 11'7"X10' 11'7"X10' 11'7"X10' 7'9"X10' Bath 4'3"X3' 5 5 Living Pooja Bed1 Kitchen Bed2 Bath W5 W5 W5 W5 W5 v v WC PROPOSED WORK SHOWN IN RED AREA STATEMENT AT FIRST FLOOR AREA OF THE PLOT TOTAL BUILT UP AREA PROPOSED AT GROUND FLOOR / STILT FLOOR PROPOSED BUILT UP AREA DRAINAGE LINE SHOWN IN DOTTED RED & INTERNAL WALL 115MM THICK ALLOWED F.S.I. PLOT BOUNDRY SHOWN IN THICK BLACK 101.875 SQ.MT. 1.0 48.025 48.025 0.70M X 1.20M DRAWINGS SPECIFICATION TEAK WOOD FRAMED PANELLED FLUSH DOORS AS PER DETAIL M.S. GLAZED VENTILATORS AS PER MILD STEEL WINDOW AS PER 0.60M X 0.9M V DETAIL DRAWINGS SIZE SCHEDULE OF OPENINGS 0.90M X 0.60M 0.90M X 2.10M 0.75M X 2.10M D2 D1 TYPE W1 DETAIL DRAWINGS 1.20M X 1.20M W2 a. PERMISSIBLE BALCONY AREA PER FLOOR = 10% b. PROPOSED BALCONY AREA PER FLOOR b. LESS DEDUCTION OF NON RESIDENTIAL c. AREA OF TENAMENT (a+b) e. TENAMENTS PROPOSED c. EXCESS BALCONY AREA TOTAL d. TENAMENT PERMISSIBLE AS PER 220 PER HECTOR TENAMENT STATEMENT AREA SHOP ETC a. NET AREA OF THE PLOT 101.875 1. AREA OF THE PLOT PROPOSE a) 100% SET BACK AREA 6. ADDITIONS FOR F.S.I.(TOTAL BUILT UP AREA) (a) RECREATIONAL GROUND PER(RULE11/3/1) (b) INTERNAL ROAD TOTAL (a+b) 3. NET GROSS AREA OF THE PLOT (a) ROAD ACQUISATION AREA 14. TOTAL BUILT UP AREA CONSUMED 13/7 13. TOTAL BUILT UP AREA PROPOSED (10+11+12) 9. PERMISSIBLE TOTAL FLOOR AREA (7X8) AREA CALCULATIONS AS PER RULE B (C) BELOW 12. EXCESS BALCONY AREA TAKEN IN TOTAL FLOOR 4. DEDUCTION FOR 5. NET AREA OF THE PLOT 11. PROPOSED AREA BALCONY AREA STATEMET 10. EXISTING FLOOR AREA 8. TOTAL F.S.I. PERMISSIBLE 7. TOTAL AREA (5+6) 2. DEDUCTION FOR : TOTAL(a+b+c) (b) PROPOSED ROAD (c) ANY RESERVATION 0.472 48.025 101.875 101.875 101.875 --- --- 1.0 18.18 29.845 101.875 --- --- --- --- 101.875 LENGTH X BRIDTHX HEIGHT CUPBOARD PROVIDED 2.40 M X 0.60M X 2.10M EXTERNAL WALL 230MM THICK GROUND FLOOR PLAN (Scale:1:100) N SITE PLAN Scale : 1:300 ELEVATION (Scale:1:100) (Scale:1:100) SECTION A-A AREA STATEMENT SQ.MT. 1.50M X 1.20M W3 1.80M X 1.20M W4 W5 0.60M X 1.20M W6 D2 D2 D1 D2 5 5 5 5 Plot 22 12.50 M 8.15 M 8.15 M 12.50 M Adj. Plot 12 Adj. Plot 21 9.15 M WIDE COLONY ROAD 6.0M WIDE COLONY ROAD 2.5m 2.5m 1.5m ST Adj. Plot 16 A A SUNK SUNK W.C. Parapet 5 5 5 Bath 230 MM SOLING 150MM P.C.C. FLOOR FINISH MURUM FILLING G.L. 5 5 GROUND FLOOR Area of Block ABCD = 8.50 X 5.65 = 48.025 SQ.MT. A B C D AREA DIAGRAM & CALCULATION Scale : 1:200 Built up area at Ground Floor = 48.025 SQ.MT. W5 D2 5 5 5 5 5 5 5 5 5 5 3.0 X 2.625 3.0 X 2.625 2.322 X 2.625 2.322 X 2.625 2.663 X 3.0 5 5 5 5 5 5 5 5 2.663 X 1.20 1.2X0.9 D1 Bed Borewell Borewell Rain Water Settlement tank:---- Cover Chamber Settlement 1.5mX1.5m Rain Water Soak Pit :------ Rain Water 2-2.5mt Water Cap = 5000 ltr Percolation = 1,00,000 ltr Percolation = 0.20 lakh ltr Water Cap = 5000 ltr G.L. Rain Water Harvesting Details Proposed Structure 101.875 D2 Common wall Living Kitchen W3 W3 GROUND FLOOR PLAN (Scale:1:100) D2 D2 W5 D2 5 11'3"X8'9" 8'6" X 8'9" 9'9" X 10'2" Common wall Kitchen W3 Kitchen 9'9" X 7'4" Living Living WC 4'X3' Bath 4'X4' 5 5 5 5 11'3"X8'9" 8'6" X 8'9" Carpet area =176 sq.ft. 1 Carpet area =176 sq.ft. 3 Carpet area =176 sq.ft. 2 Living Kitchen GROUND FLOOR PLAN (Scale:1:100) D2 D2 D2 5 Common wall Kitchen Kitchen Living Living WC 4'X3' Bath 4'X4' 5 5 5 5 1 3 2 2.60 X 2.68 3.42 X 2.68 2.60 X 2.68 3.42 X 2.68 2.965 X 3.10 2.965 X 2.25 5 5 Common wall 2.07sqmt 2.07sqmt 1.27sqmt 1.27sqmt 2.27sqmt 2.27sqmt 2.27sqmt 2.27sqmt 1.67sqmt 1.67sqmt 1.67sqmt 1.67sqmt 1.73 sqmt 1.73 sqmt 1.70 sqmt 1.70 sqmt 2.7sqmt 1.7sqmt 1.7sqmt 2.7sqmt 2.7sqmt 2.7sqmt 1.7sqmt 1.7sqmt 1 230X380 2 230X380 3 230X380 4 230X380 5 230X380 6 230X450 7 230X450 8 230X380 9 230X380 10 230X380 11 230X380 12 230X380 SITE PLAN Plot 22 12.50 M 8.15 M 8.15 M 12.50 M Adj. Plot 12 Adj. Plot 21 9.15 M WIDE COLONY ROAD 6.0M WIDE COLONY ROAD 3.0m 1.5m 1.5m ST Adj. Plot 16 Proposed Structure Existing structure Living Kitchen GROUND FLOOR PLAN D2 D2 D2 5 Common wall Kitchen Kitchen Living Living 5 5 5 5 1 3 2 2.60 X 2.68 3.42 X 2.68 2.60 X 2.68 3.42 X 2.68 2.965 X 3.10 2.965 X 2.25 5 5 1 230X380 2 230X380 3 230X380 4 230X380 5 230X380 6 230X450 7 230X450 8 230X380 9 230X380 10 230X380 11 230X380 12 230X380 Face 0.000 12 0.190 11 10 9 12 2.275 11 2.560 5 5.035 1 End 5.150 2 3 4 Face 0.000 0.115 12 8 4 0.190 3.445 3.480 3 11 3.555 7 10 2 6 6.160 6.270 6.425 End 9.500 9 9.385 1 9.310 5 5 Plot Diagonal length = 14.922m Building Diagonal length = 10.806m 5 D d F O O T I N G D E T A I L S SCHEDULE OF COLUMNS & FOOTINGS (BOTH WAYS) REINFORCEMENT P.C.C(1:4:8) 150MM THICK COLUMN NOS. SIZE (B X L) FOOTING DEPTH UP TO PLINTH SIZE / STEEL C O L U M N D E T A I L S IN GROUND FLOOR SIZE / STEEL IN FIRST FLOOR SIZE / STEEL LATERAL TIES IN COLUMNS REMARKS LATERAL TIES DETAILS Alternate 6 BARS 8 BARS 5) d INDICATES MILD STEEL GRADE-1. CONFORMING I.S.432. 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 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 = 250 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 Minimum bent 6mm : 75mm 8mm : 80mm TYPICAL DETAIL FOR P.C.C. SOLING 230 MM D d B L 0 8@150c/c 3-012 3-012 BEAM 3-012 3-012 TYPICAL DETAILS OF ECCENTRIC FOOTING P.C.C. SOLING 230 MM MINIMUM BENT FOR LINKS SECTIONAL ELEVATION P. C. C. 150 THK.(M-10) 10 T T 10 CENTRE LINE OF COLUMN. T 10 T 8x12 PLINTH LVL. TYPICAL PLAN OF COLUMN FOOTING GL GL 8 @150c/c 8 @150c/c T 75MM 10 T Soling 230 mm D d 75 mm PLAN L B 300 300 \A1;450 \A1;230 T 8x12 600 40 4 Legd. 4 Legd. T 8 @100 T 600 4 Legd. 8 @100 T 8 0 @ 150 C/C 230 X 380 150 450 6 - 120 1300 X 1500 1100 X 1300 1 , 4 10 0 @ 150 C/C 230 X 380 6 - 120 8 0 @ 150 C/C 230 X 380 150 450 8 - 120 1400 X 1600 1200 X 1400 2 , 3 10 0 @ 150 C/C 230 X 380 8 - 120 230 X 380 150 450 6 - 120 1300 X 1500 1100 X 1300 9 , 12 10 0 @ 150 C/C 230 X 380 6 - 120 230 X 380 150 450 8 - 120 1400 X 1600 1200 X 1400 5,8,10,11 10 0 @ 150 C/C 230 X 380 8 - 120 230 X 450 150 450 8 - 120 1500 X 1700 1300 X 1500 6 , 7 10 0 @ 150 C/C 230 X 450 8 - 120 8 0 @ 150 C/C 8 0 @ 150 C/C 8 0 @ 150 C/C ECCENTRIC FOOTING ECCENTRIC FOOTING SLOPED FOOTING SLOPED FOOTING SLOPED FOOTING Living Kitchen GROUND FLOOR PLAN D2 D2 D2 5 Common wall Kitchen Kitchen Living Living 5 5 5 5 1 3 2 2.60 X 2.68 3.42 X 2.68 2.60 X 2.68 3.42 X 2.68 2.965 X 3.10 2.965 X 2.25 5 5 1 230X380 2 230X380 3 230X380 4 230X380 5 230X380 6 230X450 7 230X450 8 230X380 9 230X380 10 230X380 11 230X380 12 230X380 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Living Kitchen GROUND FLOOR PLAN (Scale:1:100) D2 D2 D2 5 Common wall Kitchen Kitchen Living Living WC 4'X3' Bath 4'X4' 5 5 5 5 1 3 2 2.60 X 2.68 3.42 X 2.68 2.60 X 2.68 3.42 X 2.68 2.965 X 3.10 2.965 X 2.25 5 5 1 230X380 2 230X380 3 230X380 4 230X380 5 230X380 6 230X450 7 230X450 8 230X380 9 230X380 10 230X380 11 230X380 12 230X380 Common wall GROUND FLOOR PLAN plinth level G.L. GB8 0.150 0.115 0.1 SECTION B-B OF CUB-BOARD Alt B/Up 10mm @ 150 c/c 0.1 0.15 1.2M GB Alt B/Up 10mm @ 150 c/c 8mm @ 150 c/c Alt B/Up 8mm @ 150 c/c 8mm @ 150 c/c 8mm @ 150 c/c Alt B/Up 8mm @ 150 c/c 0.45 2.21 0.15 0.26 1.5 0.71 SECTION AT C-C Plinth beam sheet 4/5 GB23 RCC PARDI GB1 GB2 GB3 GB4 GB5 GB6 GB7 PB3 PB4 PB5 PB1 PB2 PB6 PB7 PB8(Inv) PB9(Inv) PB10(Inv) GB8 GB9 GB10 BEAM No. GB1,GB2, SIZE B X D BEAM 150 X 380 STEEL AT TOP STEEL AT BOTTOM CURTAIL SCHEDULE OF GROUND & PLINTH BEAM STRAIGHT EXTRA SUP. FULL S T I R R U P S NEAR SUPPORT AT MID SPAN REMARKS Mr. Vispute 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C Plinth beam sheet 2/3 PBR1 150 X 450 CANTILEVER 2-16 0 2-16 0+ 1-12 0 8 0 @ 125 C/C 8 0 @ 125 C/C NOTE:- THE CENTER-LINE DIMENSION - REFER ARCHITECTURAL CENTERLINE DRAWING. AND IF ANY CHANGE TAKES PLACE PLEASE INFORM THIS OFFICE. GB4,GB6, 1-10 0 GROUND BEAM GB3,GB5 GB8,GB9 GB7,GB10 150 X 380 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 1-12 0 GROUND BEAM 150 X 380 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C GROUND BEAM 1-12 0 1-12 0 1-12 0 PB1,PB5, 150 X 380 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 1-12 0 PLINTH BEAM 1-12 0 PB2,PB3 150 X 380 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 1-10 0 PLINTH BEAM 1-12 0 PB4, PB6,PB7 150 X 380 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C PLINTH BEAM 1-12 0 PBR1 PBR1 PBR1 PBR1 PB8,PB9,PB10 150 X 450 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 1-12 0 PLINTH BEAM 1-12 0 S C H E D U L E O F S L A B SHORT SPAN STEEL THICK SLAB (mm) REMARKS LONG SPAN STEEL S1 ONE WAY 115 ALTERNATE BENT @ L/5 80 @ 125 C/C 80 @ 150 C/C (with extra top @ support) (with extra top @ support) S1 S1 S1 1.2m back behind in the column A A 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 AT SITE. CONSTRUCTION JOINT SHOULD BE AT QUARTER SPAN OF BEAM 16. U.N.O. IN THE DWG., CONSTRUCTION JOINT SHOULD BE APPROVED BY ENGINEER 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. CONCRETE MIX : M 20, GRADE OF STEEL : Fe 415 U.N.O. IN THE DWG. CLEAR COVER TO MAIN REINFORCEMENT GRADE CONFORMING IS: 456-2000. 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. (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 1. SAFE BEARING CAPACITY OF SOIL THE MATTER SHALL BE REPORTED TO THE GEO-TECH. CONSULTANT. 2. REINFORCING STEEL 3. CONCRETE 5. COVER 4. P.C.C. PLAIN CEMENT CONCRETE M-10 OR DIA. OF BAR WHICHEVER IS GREATER. AS SPECIFIED. MINIMUM DEPTH SHALL BE UPTO HARD STRATA. SHALL BE AS FOLLOWS :- (4) SLAB (20 mm) (3) BEAM (25 mm) Plinth sheet 3/3 \A1;75 TYP. DETAIL OF RING 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 sheet 1/3 0.7xL 0.25xL 0.25xL 0.25xL 0.25xL \A1;380 8d@100 \A1;600 8d@100 8d@100 8d@100 GB9 GB10 2x12 2x12 2x10 2x10 Extra Top 1x12 2x8 8d@150 1x12 1x12 Extra Top 1x12 8d@150 2x8 Extra Top 1x12 TYPICAL SECTION Bott. Cut \A1;600 \A1;600 \A1;600 1x12 1x12 2x12 1x10 1x10 INVERTED INVERTED PB6 Plinth PBR1 1.2M PB8 Inverted SECTION A-A S1 PB8 RCC Slab SECTION B-B B B FIRST FLOOR PLAN(1ST SLAB) B1 B2 B3 B4 B5 B6 B7 B13 B14 B15 B11 B12 B16 B17 B8 B9 B10 NOTE:- THE CENTER-LINE DIMENSION - REFER ARCHITECTURAL CENTERLINE DRAWING. AND IF ANY CHANGE TAKES PLACE PLEASE INFORM THIS OFFICE. BKT1 BKT2 S1 S1 S1 1ST SLAB SHEET 1/3 BEAM No. B1,B2, SIZE B X D BEAM 150 X 450 STEEL AT TOP STEEL AT BOTTOM CURTAIL SCHEDULE OF FIRST SLAB BEAM STRAIGHT EXTRA SUP. FULL S T I R R U P S NEAR SUPPORT AT MID SPAN REMARKS Mr. Vispute 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 1st slab sheet 2/3 BKT1,BKT2 150 X 450 CANTILEVER 2-16 0 2-16 0+ 2-12 0 8 0 @ 125 C/C 8 0 @ 125 C/C B4,B6, 1-10 0 SLAB BEAM B3,B5 B8,B9,B10 B7, 150 X 450 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 1-12 0 150 X 450 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 1-12 0 1-12 0 2-12 0 B11,B15, 150 X 450 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 2-12 0 2-12 0 B12,B13 150 X 450 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 2-10 0 2-12 0 B14, B16,B17 150 X 450 8 0 @ 150 C/C 2-12 0 2-8 0 8 0 @ 150 C/C 1-12 0 S C H E D U L E O F S L A B SHORT SPAN STEEL THICK SLAB (mm) REMARKS LONG SPAN STEEL S1 ONE WAY 120 ALTERNATE BENT @ L/5 80 @ 150 C/C 80 @ 175 C/C (with extra top @ support) (with extra top @ support) 1.2m back behind in the BEAM 0.7xL 0.25xL 0.25xL 0.25xL 0.25xL \A1;380 8d@100 \A1;600 8d@100 8d@100 8d@100 GB9 GB10 2x12 2x12 2x12 Extra Top 2x12 2x8 8d@150 2x12 Extra Top 2x12 8d@150 2x8 Extra Top 2x12 TYPICAL SECTION Bott. Cut \A1;600 \A1;600 \A1;600 2x12 2x12 2x10 2x10 2-12 0 1-10 0 B8 B9 B10 BKT2 BKT1 SLAB BEAM SLAB BEAM SLAB BEAM SLAB BEAM SLAB BEAM S2 S2 S2 S2 S3 S3 5 S2 120 ALTERNATE BENT @ L/5 80 @ 150 C/C ALTERNATE BENT @ L/5 80 @ 150 C/C TWO WAY TWO WAY S3 125 ALTERNATE BENT @ L/5 80 @ 125 C/C ALTERNATE BENT @ L/5 80 @ 150 C/C 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 AT SITE. CONSTRUCTION JOINT SHOULD BE AT QUARTER SPAN OF BEAM 16. U.N.O. IN THE DWG., CONSTRUCTION JOINT SHOULD BE APPROVED BY ENGINEER 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. CONCRETE MIX : M 20, GRADE OF STEEL : Fe 415 U.N.O. IN THE DWG. CLEAR COVER TO MAIN REINFORCEMENT GRADE CONFORMING IS: 456-2000. 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. (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 1. SAFE BEARING CAPACITY OF SOIL THE MATTER SHALL BE REPORTED TO THE GEO-TECH. CONSULTANT. 2. REINFORCING STEEL 3. CONCRETE 5. COVER 4. P.C.C. PLAIN CEMENT CONCRETE M-10 OR DIA. OF BAR WHICHEVER IS GREATER. AS SPECIFIED. MINIMUM DEPTH SHALL BE UPTO HARD STRATA. SHALL BE AS FOLLOWS :- (4) SLAB (20 mm) (3) BEAM (25 mm) 1st slab sheet 3/3 \A1;75 TYP. DETAIL OF RING 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 Bott. Cut 2x10 BEAMS

Language	English
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood, Other
Measurement Units	Imperial
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, bungalow, casa, chalet, dwelling unit, DWG, economic, Family, haus, house, lifting, logement, maison, plan, plinth, residên, residence, small, unidade de moradia, villa, wohnung, wohnung einheit, zone