Construction Details – Beam And Slab DWG Detail for AutoCAD

Construction Details – Beam And Slab DWG Detail for AutoCAD

Mainly slab layout and beam too

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

sunken, client:, details of revision, no., rev.by, date, appd.by, rev, issue, all dimensions are in all levels are in mm, always follow the figured dimensions only and and donot scale the drawing, high yield strength deformed bars confirming tois second revision shall be used., material of construction, the concrete shall be deposited in the footing in such manner so as to avoid segregation of, concrete, general notes, brick work in super structure, half brick masonry, description of structural components, brick work in sub structure, rcc raft, retaining wall rcc wall, footing, column, beam, slab, clear cover, grade, all aggregates shall comply with the requirements of is second revision, ordinary portland cement conforming to is third revision shall be used., bending binding of reinforcement shall confirm to is, all structural concrete shall be grade design mix as approved by engineer in charge, workability for different placing condition viz concreting of lightly reinforced section without, vibration shall be medium with slump for aggregate, all concrete shall be mixed in mechanical mixer with the mixing time minimum to minutes., unless note otherwise provide lap anchor length as times dia of bar, placing of concrete, concrete shall be commenced only after the engineer in charge has inspected the, shuttering and reinforcement as placed and passed the same., in case of concreting of slab and beams wooden plank or cat walks supported direct on the, centering by means of wooden blocks or lugs shall be provided to convey the concrete to the, place of disposition without disturbing the reinforcement in anyway labour shall not be, allowed to walk over reinforcement, ingradients in case of columns and walls the drop of concrete shall not more than at time., curing, after theconcrete has begun to harden about to hours after its laying it shall be protected, from quick trying with moist gunny sand or any other material approved by, the curing shall be done for minimum period ten days., miscellaneous, the safe bearing capacity of the soil be kn, details of structural components, description of the materials, sl. no, code compliance, all aggregates, is second revision, high yield strength deformed bars, is second revision, ordinary portland cement, is third revision, staircase, to detail, staircase, to detail, sunken slab, closed beams, sunken slab, open courtyard, layout of floor slab, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, of roof slab, staircase, to detail, staircase, to detail, all beams are of size unless or otherwise noted., all slabs are of thickness., thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, thk, duct, latest issue:, drg no, project no:, drawing title: floor plans, subtitle: ground floor plan, date of issue:, latest issue:, drg no, project no:, rev no, drawing title: floor plans, subtitle: ground floor plan, date of issue:, notes:, ground floor, class room, mca staff

Raw text data extracted from CAD file:

19 20 18 A C B D E F G H I J K L M 20 19 18 N A 17 16 15 13 14 12 10 11 9 7 8 6 4 5 3 1 2 1 C B D E F G H I J K L M N 17 16 14 13 15 10 11 12 7 8 9 4 5 6 3 2 3230 7000 7000 7000 7000 7000 7000 7000 7000 3230 4600 7000 69460 115 2400 10230 4615 2385 2455 4545 2630 10230 2630 115 39720 115 3000 4000 2230 4770 4370 2630 115 500 500 525 875 525 850 500 850 850 1025 1025 1050 1050 875 1025 500 875 875 900 1050 875 875 1050 1050 850 850 1025 1025 1200 750 750 1050 500 850 1025 900 1000 1000 1050 500 850 1025 1050 750 750 1200 500 850 1025 1025 1000 1000 1050 900 850 1025 850 1025 1150 1150 1050 500 850 1025 850 850 1025 1150 1050 1025 1150 1100 1100 800 500 850 1025 850 850 1025 1025 1025 1100 1100 800 1025 650 650 1050 1300 500 850 1025 650 650 1300 850 850 1025 1025 1050 500 800 400 1050 650 875 875 1050 1050 650 650 1050 1025 750 1200 650 650 2100 1025 1000 1000 1050 900 1375 1025 650 650 1050 750 400 650 1025 1100 1100 800 1025 650 650 1300 2100 1025 650 650 650 650 2100 1025 1150 1050 1150 400 650 1025 1050 1050 500 800 1050 875 875 800 1050 750 1200 750 1050 750 1200 750 1050 1000 600 900 1150 1150 750 800 1000 600 900 625 625 1375 2100 1000 600 900 1750 1750 750 800 1750 1750 2100 800 650 1100 800 1750 1750 2100 800 650 650 1300 1050 1050 800 875 1050 875 875 1050 800 800 1000 500 800 1050 875 875 1050 1050 1000 1000 800 950 1000 1000 800 950 750 1200 750 1050 1000 1000 800 950 1000 1000 1050 900 500 800 1050 475 775 950 800 500 775 775 1200 1050 950 800 800 475 775 950 1050 975 875 875 1050 1050 775 775 1200 950 750 1200 750 1050 1000 1000 1050 900 775 950 950 775 475 775 950 775 775 1200 950 875 875 1050 1050 875 875 1050 1050 775 950 875 1050 1050 875 875 1050 1050 875 1000 1000 800 950 1150 1050 1150 750 1200 750 1050 775 1200 1000 1000 1050 900 1150 1050 1150 775 950 1150 1050 1150 475 475 475 950 775 775 1200 775 950 775 950 850 1025 1100 1100 800 1025 1000 1000 800 950 1100 1100 800 957 475 775 950 1000 1000 800 950 650 650 1300 1050 650 650 1300 1050 475 775 950 875 875 1050 1050 850 850 1025 1025 3230 7000 7000 7000 7000 7000 7000 7000 7000 3230 7000 69460 115 10230 7000 7000 2630 10230 2630 115 39720 115 115 25 525 875 1050 675 675 1050 850 1025 800 575 500 825 1050 500 500 525 875 525 850 500 850 850 1025 1025 1050 1050 875 1025 500 1025 1050 875 500 825 1050 875 875 1050 1050 875 875 800 1050 875 875 1050 1050 850 850 1025 1025 675 675 1050 500 850 1025 500 850 1025 850 850 1025 1025 1100 1100 1050 800 850 1025 850 1025 2353 4647 10230 2630 7000 7000 2630 10230 115 39720 115 7000 7000 7000 7000 7000 7000 7000 7000 7000 3230 69460 115 3230 115 2353 4647 1500 115 1000 115 1000 115 5120 115 2400 230 6770 230 6770 230 2400 230 10000 230 39950 230 115 1035 3000 3000 1325 675 675 1050 1325 1050 800 1100 1100 875 3230 7000 7000 7000 7000 7000 7000 7000 7000 3230 7000 69460 115 10230 7000 7000 2630 10230 2630 115 39720 115 115 3115 2280 4720 2353 4647 3410 3410 3500 2630 4370 3500 3500 3500 3500 3360 3500 3500 3500 3500 2630 4000 3115 3362 3500 3500 3500 3500 3500 3500 3500 3410 3410 3410 1170 2630 2280 3410 3500 3500 3500 3500 3500 3500 675 675 1050 1025 1050 675 675 1050 1025 675 675 1050 1325 400 675 1025 1050 800 1100 1100 400 675 1025 400 675 1025 400 675 1025 875 525 1050 500 825 1050 875 725 1050 1050 875 875 1050 875 1050 875 1050 875 875 1050 400 675 1050 800 1100 675 625 375 1050 1100 675 850 1050 875 750 800 675 1100 875 1050 525 800 675 1100 800 875 800 525 1050 500 825 1050 675 400 700 1100 1100 800 675 675 1200 1050 2100 500 825 1050 425 425 2270 350 875 1050 875 1050 1000 950 1000 800 1000 950 1000 800 675 675 1050 875 1050 875 1325 425 425 825 500 1000 950 1000 800 1730 1100 675 800 475 800 950 675 1050 675 1050 800 875 875 1050 400 675 1050 475 875 1050 475 475 525 525 575 575 1050 475 875 1050 2455 600 230mm Sunken \A1;300 \A1;325 \A1;150 \A1;125 \A1;125 \A1;1200 \A1;450 3500 3230 7000 7000 7000 7000 7000 7000 7000 7000 3230 7000 69460 115 10230 7000 7000 2630 10230 2630 115 39720 115 115 3115 2280 4720 2353 4647 3500 3500 3500 3500 3500 3410 3410 3500 2630 4370 3500 3500 3500 3500 3360 3500 3500 3500 3500 2630 4000 3115 3362 3500 3500 3500 3500 3500 3500 3500 3410 3410 3410 1170 2310 2630 2280 2450 3410 CLIENT: Details of Revision no. no. Rev.by Date Appd.by Rev Issue ALL DIMENSIONS ARE IN "MM" & ALL LEVELS ARE IN " MM " ALWAYS FOLLOW THE FIGURED DIMENSIONS ONLY AND AND DONOT SCALE THE DRAWING HIGH YIELD STRENGTH DEFORMED BARS CONFIRMING TOIS 1786 - 1979 ( SECOND REVISION ) SHALL BE USED. MATERIAL OF CONSTRUCTION THE CONCRETE SHALL BE DEPOSITED IN THE FOOTING IN SUCH A MANNER SO AS TO AVOID SEGREGATION OF C 02 A 03 04 CONCRETE 01 GENERAL NOTES 8 9 6 5 4 3 2 1 7 CM 1:6 BRICK WORK IN SUPER STRUCTURE HALF BRICK MASONRY CM 1:4 DESCRIPTION OF STRUCTURAL COMPONENTS BRICK WORK IN SUB STRUCTURE RCC RAFT RETAINING WALL / RCC WALL FOOTING COLUMN BEAM SLAB CLEAR COVER M30 45 M30 45 M30 M30 M30 45 CM 1:5 45 GRADE M30 ALL AGGREGATES SHALL COMPLY WITH THE REQUIREMENTS OF IS 383 - 1970 ( SECOND REVISION ) B ORDINARY PORTLAND CEMENT CONFORMING TO IS 269 - 1976 ( THIRD REVISION ) SHALL BE USED. C BENDING BINDING OF REINFORCEMENT SHALL CONFIRM TO IS 2502 D ALL STRUCTURAL CONCRETE SHALL BE M30 GRADE DESIGN MIX AS APPROVED BY ENGINEER - IN - CHARGE A WORKABILITY FOR DIFFERENT PLACING CONDITION VIZ CONCRETING OF LIGHTLY REINFORCED SECTION WITHOUT VIBRATION SHALL BE MEDIUM WITH 25 - 75MM SLUMP FOR M30 AGGREGATE B ALL CONCRETE SHALL BE MIXED IN A MECHANICAL MIXER WITH THE MIXING TIME MINIMUM 1-1/2 TO 2 MINUTES. C UNLESS NOTE OTHERWISE PROVIDE LAP / ANCHOR LENGTH AS 50 TIMES DIA OF BAR D 05 PLACING OF CONCRETE CONCRETE SHALL BE COMMENCED ONLY AFTER THE ENGINEER - IN - CHARGE HAS INSPECTED THE CENTERING, A SHUTTERING AND REINFORCEMENT AS PLACED AND PASSED THE SAME. IN CASE OF CONCRETING OF SLAB AND BEAMS WOODEN PLANK OR CAT WALKS SUPPORTED DIRECT ON THE B CENTERING BY MEANS OF WOODEN BLOCKS OR LUGS SHALL BE PROVIDED TO CONVEY THE CONCRETE TO THE PLACE OF DISPOSITION WITHOUT DISTURBING THE REINFORCEMENT IN ANYWAY . LABOUR SHALL NOT BE ALLOWED TO WALK OVER REINFORCEMENT INGRADIENTS IN CASE OF COLUMNS AND WALLS THE DROP OF CONCRETE SHALL NOT MORE THAN 5'-0" AT A TIME. 06 CURING AFTER THECONCRETE HAS BEGUN TO HARDEN ABOUT 1 TO 2 HOURS AFTER ITS LAYING IT SHALL BE PROTECTED A FROM QUICK TRYING WITH MOIST GUNNY BAGS, SAND OR ANY OTHER MATERIAL APPROVED BY ENGR-IN-CHARGE THE CURING SHALL BE DONE FOR A MINIMUM PERIOD TEN DAYS. B 07 MISCELLANEOUS THE SAFE BEARING CAPACITY OF THE SOIL BE 167 KN /SQM A DETAILS OF STRUCTURAL COMPONENTS 45 45 DESCRIPTION OF THE MATERIALS Sl. No 01 02 03 CODE COMPLIANCE ALL AGGREGATES IS 383 - 1970 ( SECOND REVISION ) HIGH YIELD STRENGTH DEFORMED BARS IS 1786 - 1979 ( SECOND REVISION ) ORDINARY PORTLAND CEMENT IS 269 - 1976 ( THIRD REVISION ) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 8 A B C D E F G H J 3' STAIRCASE TO DETAIL STAIRCASE TO DETAIL SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB CLOSED BEAMS 7 9 10 11 12 13 14 15 5 5 Y8 @ 150C/C Y8 @ 150C/C S1 S1 5 5 Y8 @ 150C/C Y8 @ 150C/C S2 5 Y8 @ 150C/C 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 5 S3 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C 5 5 5 5 5 5 S3 5 5 5 5 Y8 @ 150C/C S4 S5 S5 5 5 5 5 S4 S4 S4 S4 S4 S4 S4 S2 S3 S3 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S6 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S4 S4 S5 S5 S5 S5 5 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C S8 5 5 5 5 5 5 5 5 S7 S7 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C 5 5 S9 S9 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C S10 5 5 5 Y8 @ 150C/C 5 5 Y8 @ 150C/C 5 5 S11 S11 5 5 5 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C Y8 @ 150C/C S12 S14 S13 S13 S15 S15 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 5 5 5 Y8 @ 150C/C 5 S17 S16 S17 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 5 5 5 5 Y8 @ 150C/C S18 S19 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S20 S20 S20 S20 S16 S17 S17 5 5 5 5 5 5 5 5 5 5 5 Y8 @ 150C/C 5 5 5 5 S22 S23 5 5 5 5 5 5 Y8 @ 150C/C S21 5 5 S17 S16 S17 S18 S19 S20 S20 S20 S20 S16 S17 S17 S22 S23 S21 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S24 S24 S24 5 5 Y8 @ 150C/C 5 5 5 5 5 5 Y8 @ 150C/C S25 S25 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C 5 5 5 5 S26 S27 5 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S28 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S29 S30 S29 S30 Y8 @ 150C/C S24 S24 S24 S24 5 5 5 5 5 5 5 5 Y8 @ 150C/C S31 S32 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S33 S34 S34 S34 S34 S34 S34 S34 S34 S34 S34 S34 5 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C S35 S36 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C S40 S40 S40 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C S45 5 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C S46 5 5 S46 S46 S46 S46 S46 S46 S46 S46 S46 5 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C 5 S41 S41 S41 S41 S41 S41 S41 S41 S41 S41 S34 5 5 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C 5 5 Y8 @ 150C/C 5 Y8 @ 150C/C 5 S47 S48 S45 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 5 5 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S50 5 5 5 5 Y8 @ 150C/C SUNKEN SLAB OPEN COURTYARD 5 5 5 5 Y8 @ 150C/C 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 S42 S43 S51 5 5 Y8 @ 150C/C 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C 5 5 5 5 S37 S44 S49 S51 LAYOUT OF FLOOR SLAB 5 5 5 5 5 5 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 5 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C Y8 @ 150C/C 125 thk 125 thk 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S38 S39 S52 S52 125 thk 125 thk 5 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C 125 thk \LLAYOUT OF ROOF SLAB 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 A B C D E F G STAIRCASE TO DETAIL STAIRCASE TO DETAIL 8 9 10 11 12 ALL BEAMS ARE OF SIZE (300X750)mm UNLESS OR OTHERWISE NOTED. ALL SLABS ARE OF 5" THICKNESS. 5 \LFINAL \H0.8x; 5 5 5 Y8 @ 150C/C Y8 @ 200C/C S1 S1 5 150C/C Y8 @ 150C/C Y8 @ S2 5 Y8 @ 150C/C 5 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 S3 Y8 @ 150C/C 5 5 Y8 @ 5 5 150C/C 5 5 5 5 5 S3 5 5 5 5 Y8 @ 150C/C S4 S5 S5 5 5 5 S4 S4 S4 S4 S4 S3 S4 S4 S2 S3 5 5 Y8 @ 5 Y8 @ 150C/C 200C/C S6 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S4 S4 S5 S5 S5 S5 5 5 5 S8 5 5 5 5 S7 S7 5 5 5 5 150C/C 5 5 Y8 @ 5 5 S9 S9 Y8 @ 150C/C 5 5 5 5 Y8 @ 5 5 5 150C/C S10 S11 Y8 @ 200C/C 5 Y8 @ 150C/C 5 S14 S13 5 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C 5 5 5 5 5 Y8 @ 200C/C 5 5 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk 125 thk D' 5' 5 5 DUCT DUCT Latest Issue: Drg No : SAPL/CH/221/NAB/AR /WD-FP-01 Project No: SAPL/CH/221 S W E Drawing Title: FLOOR PLANS SubTitle: GROUND FLOOR PLAN Date of Issue: Latest Issue: Drg No : SAPL/CH/221/NAB/AR /WD-FP-01 Project No: SAPL/CH/221 Rev No : S W E N Drawing Title: FLOOR PLANS SubTitle: GROUND FLOOR PLAN Date of Issue: 2.GENERAL NOTES: 02 GROUND FLOOR CLASS ROOM CLASS ROOM MCA STAFF ROOM MCA LIBRARY MCA COMPUTER CENTER CLASS ROOM CLASS ROOM 87300x10000 10270X10000 2400 MM WIDE PASSAGE 2400 MM WIDE PASSAGE 2400 MM WIDE PASSAGE 13770X10000 10000x6770 CLASS ROOM MCA CLASS ROOM MCA MCA MCA CLASS ROOM MCA MCA LANDSCAPED OPEN COURTYARD ENTRANCE ENTRANCE LOBBY GROUND FLOOR PLAN L.TOI G.TOI MCA STAFF ROOM L.TOI TOILET 6770X10000 \W5.75295; MCA SYNDICATE ROOM STATIONERY /STORE G.TOI FILE STORE MCA - DIRECTOR ROOM MCA - OFFICE MCA OFFICE WAITING RECEPTION & ENTRANCE WAITING AREA 9 SQ.M 4080X6000 5800X6000 7000X6000 3570X3770 9 SQ.M 10000X6770 COURTYARD :457.58 SQM REQUIRMENTS ENTRANCE LOBBY ,RECEPTION & WAITING AREA \LMCA DEPARTMENT:DEPARTMENT: MCA CLASS ROOMS : 7 NOS MCA SYNDICATE ROOMS : 5NOS MCA DIRECTOR ROOM : 1NO MCA COMPUTER CENTER : 1NO MCA LIBRARY : 1NO MCA STAFF ROOM : 2NOS TOILETS GIRL'S TOILET WC WC WC WC 6770X10000 \W5.75295; MCA SYNDICATE ROOM 6770X10000 \W5.75295; MCA SYNDICATE ROOM 6770X10000 \W5.75295; MCA SYNDICATE ROOM WC WC 10270X10000 \W5.75295; MCA SYNDICATE ROOM 10270X10000 \W5.75295; MCA SYNDICATE ROOM WC WC BOY'S TOILET 10000x6770 9000x10000 10270X10000 5810x10000 10000X6770 10000X6400 4140X9225 6700X4615 BUILT AREA :2330.43 SQM UP ELECTRCAL PANEL ROOM A A ELEVATION - B ELEVATION - C 1 A G 2 3 4 5 6 7 8 9 10 11 12 B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3230 5 2 3 5 6 7 8 9 10 11 12 1 4 With reference to existing main building U U U U DOOR WINDOW 05 06 04 D2 W V VENTILATOR 750 2100 1200 1200 600 600 03 02 01 3.JOINERY DETAILS HEIGHT WIDTH PARTICULARS TYPE ENT/ DOUBLE DOOR DOOR DOOR DD1 3000 2100 1200 2100 900 2100 DOOR D D1 DD1 DD1 D D D D D D D D D D D D D D D D D DD1 DD1 D D D D D1 D1 D2 D2 D1 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 D2 V V V V V V V V V V V V V V V V V V V W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W W FG FIXED GLAZING 1200 1200 07 FG FG FG UP FG FG FG B B 20-07-07 DN DN +925 LVL +900 LVL +925 LVL DUCT DUCT 10 P. LIFT 2400 MM WIDE PASSAGE +1000 LVL +925 LVL +925 LVL +400 LVL +1000 LVL +925 LVL 5' C6 C6 5 5 A ELEVATION - C A G B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SEPTIC TANK 5 U.G WATER SUMP 5 20-07-07 4145X6770 D 5 5 5 5 Y8 @ 5 150C/C Y8 @ 200C/C 125 thk 125 thk 125 thk Y8 @ 150C/C Y8 @ 200C/C 5 5 5 5 Y8 @ 200C/C 125 thk S2 S3 S3 S2 S3 S3 S4 S5 S5 S4 S5 S5 5 Y8 @ 200C/C Structural Components Sl. No Grade Clear Cover 01 45MM 02 03 04 05 Footings RC Walls Column Beams Slabs 45MM 40MM 30MM 30MM Description of the Materials Sl. No 01 02 03 Code Compliance All Aggregates IS 383 - 1970 ( Second Revision ) High Yield Strength deformed bars IS 1786 - 1979 ( Second Revision ) Ordinary Portland Cement IS 269 - 1976 ( Third Revision ) 01 02 Steel Lap Length in Tension 50 x Diameter 40 x Diameter Steel Lap Length in Compression The curing shall be done for a minimum period of Ten Days inspected the centering, Reinforcement as placed and passed the same. Concrete shall be commenced only after the engineer - in - charge has 02 01 Construction Notes Drawing Notes Drawing shall be read along with relavant architectural and other services All dimensions are in 'mm' unless otherwise noted Drawings. 01 02 Any discrepancies in the drawing shall be immediately brought to the The levels shown are here from the bare concrete finish. All dimensions shall be checked at site by the contractor before setting out Contractor is solely responsible for settingout as per the drawing 03 04 05 06 Measurements not to be scaled from the drawing. notice of the consultant. 06 07 Pile Pile Cap M30 60MM 60MM The Safe Load Carrying Capacity of the pile shall be considered as 700KN The Piles shall be embedded into the rock for 900mm 02 01 Speical Notes The Foundation designed for Ground + 4 Floors 03 M30 M30 M30 M30 M30 M30 \LLAYOUT OF ROOF BEAM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 A B C D E F G STAIRCASE TO DETAIL STAIRCASE TO DETAIL SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB 8 9 10 11 12 ALL BEAMS ARE OF SIZE (300X750)mm UNLESS OR OTHERWISE NOTED. ALL SLABS ARE OF 5" THICKNESS. SUNKEN SLAB 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DUCT EXPANSION JOINT RB1(300X750) RB1(300X750) RB1(300X750) RB1(300X750) RB1(300X750) RB1(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB3(300X750) RB4(300X750) RB4(300X750) RB4(300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB5(300X750) RB5A(300X750) RB6(300X750) RB6(300X750) RB6(300X750) RB5(300X750) RB3(300X750) RB3(300X750) RB4(300X750) RB4(300X750) RB4(300X750) RB7(300X750) RB7(300X750) RB7(300X750) RB8(300X750) RB8(300X750) RB8(300X750) RB8(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB7(300X750) RB7(300X750) RB7(300X750) RB7(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB8(300X750) RB8(300X750) RB8(300X750) RB8(300X750) RB10(300X750) RB10(300X750) RB10(300X750) RB10(300X750) RB10(300X750) RB9(300X750) RB10(300X750) RB10(300X750) RB10(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB12(300X750) RB10A(300X750) RB10A(300X750) RB10A(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB12(300X750) RB12(300X750) RB12(300X750) RB12(300X750) RB12(300X750) RB13(300X750) RB13(300X750) RB13(300X750) RB13(300X750) RB11(300X750) RB15(300X750) RB7(300X750) RB12(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB6(300X750) RB6(300X750) RB6(300X750) RB6(300X750) RB6(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB4'(300X750) RB4'(300X750) RB2(300X750) RB2A(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB1(300X750) RB1(300X750) RB1(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB11(300X750) RB14(300X750) RB14(300X750) RB14(300X750) RB14(300X750) RB11(300X750) DUCT 5 5 5 5 5 5 5 5 5 5 5 RB6A(300X750) RB2C(300X750) RB2C(300X750) RB2A(300X750) RB1B(300X750) RB1B(300X750) RB1B(300X750) RB1A(300X750) RB1A(300X750) RB1A(300X750) RB2B(300X750) RB2B(300X750) RB2B(300X750) RB9A(300X750) RB12 (300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB6B(300X750) RB6B(300X750) 5 5 5 D' 5' 5 5 5 5 REFER DWG NO.5 REFER DWG NO.5 RB13A(300X750) RB4'(300X750) RB4'(300X750) RB4'(300X750) RB4'(300X750) RB4'(300X750) RB4'(300X750) RB14(300X675) RB13(300X750) RB13(300X750) RB13(300X750) RB12(300X750) RB1C(300X750) RB1C(300X750) RB2C(300X750) RB2C(300X750) RB2B(300X750) RB2B(300X750) RB2B(300X750) RB2B(300X750) RB2B(300X750) RB2A(300X750) RB2A(300X750) RB2A(300X750) REFER DWG NO.9 PERGOLA BEAM DETAIL 5 5 5 5 5 5 5 5 Y8 @ 5 5 5 150C/C 5 5 5 5 5 125 thk 5 5 5 5 Y8 @ 150C/C 5 5 5 5 5 5 5 Y8 @ 200C/C Y8 @ 150C/C S12 S13 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 200C/C S14 S14 S10 S11 S12 5 5 5 Y8 @ 150C/C 5 5 5 Y8 @ 200C/C S15 S15 5 5 5 5 5 5 Y8 @ 150C/C Y8 @ 150C/C S16 5 5 5 Y8 @ 150C/C 5 125 thk S19 150C/C 5 5 Y8 @ 5 5 S17 125 thk S17 S17 S17 S17 S17 S17 S7 S7 S16 S19 S19 S19 S10 S11 S11 S14 S14 S14 S14 S14 S12 S11 S11 S18 5 5 5 Y8 @ 200C/C 5 5 5 S18 S18 125 thk 125 thk 125 thk S7 S7 S17 S17 S17 S17 S17 S17 S17 S17 S19 5 5 5 Y8 @ 200C/C Y8 @ 150C/C 5 5 5 S20 125 thk S7 5 5 200C/C Y8 @ 150C/C 5 5 Y8 @ 5 5 5 S21 S21 125 thk S22 S23 5 5 200C/C Y8 @ 150C/C 5 5 Y8 @ 5 5 S26 S27 5 5 200C/C Y8 @ 5 150C/C 5 5 Y8 @ 5 5 125 thk 125 thk 5 5 5 5 5 Y8 @ 150C/C 5 S24 125 thk 5 5 200C/C Y8 @ 5 5 5 5 5 S25 125 thk 5 5 5 5 Y8 @ 150C/C 5 5 Y8 @ 150C/C 125 thk S22 S22 S22 S22 S22 S22 S22 S3 S3 S3 S2 S2 S2 S3 S3 S3 S3 S5 S2 S4 S4 S4 S4 S4 S4 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 S5 2270 5 Y8 @ 150C/C S28 125 thk S22 125 thk 5 5 5 Y8 @ 150C/C 5 200C/C 5 5 Y8 @ 5 5 S29 S29 125 thk 200C/C 5 5 Y8 @ 5 5 5 5 5 Y8 @ 150C/C S30 5 5 5 5 Y8 @ 200C/C 5 5 Y8 @ 150C/C S33 S33 125 thk 5 5 Y8 @ 150C/C 200C/C 5 5 Y8 @ 5 5 S31 1730 S19 S16 S17 S4 S4 S6 S9 5 5 200C/C Y8 @ 5 150C/C 5 Y8 @ 5 5 S17 S7 125 thk 125 thk S32 5 5 5 Y8 @ 150C/C 5 5 5 5 5 Y8 @ 200C/C S34 S34 S34 S34 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 200C/C 5 5 Y8 @ 150C/C 5 5 Y8 @ 150C/C S35 S36 5 5 Y8 @ 150C/C 5 5 5 5 Y8 @ 200C/C S37 5 5 Y8 @ 230C/C Y8 @ 230C/C S38 S38 S38 S38 S38 S38 S38 S38 S38 S14 300 325 SLAB ROD SLAB SUNKEN BY 325 150 BEAM 125 SECTION-A-A 125 1200 450 SLAB ROD DISTRIBUTORS(Y8 @ 200C/C) Date Revised Checked Details of Revision Revision Structural Components Sl. No Grade Clear Cover 01 45MM 02 03 04 05 Footings RC Walls Column Beams Slabs 45MM 40MM 30MM 30MM Description of the Materials Sl. No 01 02 03 Code Compliance All Aggregates IS 383 - 1970 ( Second Revision ) High Yield Strength deformed bars IS 1786 - 1979 ( Second Revision ) Ordinary Portland Cement IS 269 - 1976 ( Third Revision ) 01 02 Steel Lap Length in Tension 50 x Diameter 40 x Diameter Steel Lap Length in Compression The curing shall be done for a minimum period of Ten Days inspected the centering, Reinforcement as placed and passed the same. Concrete shall be commenced only after the engineer - in - charge has 02 01 Construction Notes Drawing Notes Drawing shall be read along with relavant architectural and other services All dimensions are in 'mm' unless otherwise noted Drawings. 01 02 Any discrepancies in the drawing shall be immediately brought to the The levels shown are here from the bare concrete finish. All dimensions shall be checked at site by the contractor before setting out Contractor is solely responsible for settingout as per the drawing 03 04 05 06 Measurements not to be scaled from the drawing. notice of the consultant. 06 07 Pile Pile Cap M30 60MM 60MM The Safe Load Carrying Capacity of the pile shall be considered as 700KN The Piles shall be embedded into the rock for 900mm 02 01 Speical Notes The Foundation designed for Ground + 4 Floors 03 M30 M30 M30 M30 M30 M30 S15 S15 Structural Components Sl. No Grade Clear Cover 01 45MM 02 03 04 05 Footings RC Walls Column Beams Slabs 45MM 40MM 30MM 30MM Description of the Materials Sl. No 01 02 03 Code Compliance All Aggregates IS 383 - 1970 ( Second Revision ) High Yield Strength deformed bars IS 1786 - 1979 ( Second Revision ) Ordinary Portland Cement IS 269 - 1976 ( Third Revision ) 01 02 Steel Lap Length in Tension 50 x Diameter 40 x Diameter Steel Lap Length in Compression The curing shall be done for a minimum period of Ten Days inspected the centering, Reinforcement as placed and passed the same. Concrete shall be commenced only after the engineer - in - charge has 02 01 Construction Notes Drawing Notes Drawing shall be read along with relavant architectural and other services All dimensions are in 'mm' unless otherwise noted Drawings. 01 02 Any discrepancies in the drawing shall be immediately brought to the The levels shown are here from the bare concrete finish. All dimensions shall be checked at site by the contractor before setting out Contractor is solely responsible for settingout as per the drawing 03 04 05 06 Measurements not to be scaled from the drawing. notice of the consultant. 06 07 Pile Pile Cap M30 60MM 60MM The Safe Load Carrying Capacity of the pile shall be considered as 700KN The Piles shall be embedded into the rock for 900mm 02 01 Speical Notes The Foundation designed for Ground + 4 Floors 03 M30 M30 M30 M30 M30 M30 \LLAYOUT OF ROOF BEAM 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 A B C D E F G STAIRCASE TO DETAIL STAIRCASE TO DETAIL SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB SUNKEN SLAB 8 9 10 11 12 ALL BEAMS ARE OF SIZE (300X750)mm UNLESS OR OTHERWISE NOTED. ALL SLABS ARE OF 5" THICKNESS. SUNKEN SLAB 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DUCT EXPANSION JOINT RB1(300X750) RB1(300X750) RB1(300X750) RB1(300X750) RB1(300X750) RB1(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB3(300X750) RB4(300X750) RB4(300X750) RB4(300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB5(300X750) RB5A(300X750) RB6(300X750) RB6(300X750) RB6(300X750) RB5(300X750) RB3(300X750) RB3(300X750) RB4(300X750) RB4(300X750) RB4(300X750) RB7(300X750) RB7(300X750) RB7(300X750) RB8(300X750) RB8(300X750) RB8(300X750) RB8(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB7(300X750) RB7(300X750) RB7(300X750) RB7(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB8(300X750) RB8(300X750) RB8(300X750) RB8(300X750) RB10(300X750) RB10(300X750) RB10(300X750) RB10(300X750) RB10(300X750) RB9(300X750) RB10(300X750) RB10(300X750) RB10(300X750) RB9(300X750) RB9(300X750) RB9(300X750) RB12(300X750) RB10A(300X750) RB10A(300X750) RB10A(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB11(300X750) RB12(300X750) RB12(300X750) RB12(300X750) RB12(300X750) RB12(300X750) RB13(300X750) RB13(300X750) RB13(300X750) RB13(300X750) RB11(300X750) RB15(300X750) RB7(300X750) RB12(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB6(300X750) RB6(300X750) RB6(300X750) RB6(300X750) RB6(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB4'(300X750) RB4'(300X750) RB2(300X750) RB2A(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB2(300X750) RB1(300X750) RB1(300X750) RB1(300X750) RB5(300X750) RB5(300X750) RB5(300X750) RB11(300X750) RB14(300X750) RB14(300X750) RB14(300X750) RB14(300X750) RB11(300X750) DUCT 5 5 5 5 5 5 5 5 5 5 5 RB6A(300X750) RB3A(300X750) RB3A(300X750) RB2C(300X750) RB2C(300X750) RB2A(300X750) RB1B(300X750) RB1B(300X750) RB1B(300X750) RB1A(300X750) RB1A(300X750) RB1A(300X750) RB2B(300X750) RB2B(300X750) RB2B(300X750) RB9A(300X750) RB12 (300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB3(300X750) RB6B(300X750) RB6B(300X750) 5 5 5 5 D' 5' 5 5 5 5 REFER DWG NO.5 REFER DWG NO.5 RB10B(300X750) RB13A(300X750) RB4'(300X750) RB4'(300X750) RB4'(300X750) RB4'(300X750) RB4'(300X750) RB4'(300X750) RB14(300X675) RB13(300X750) RB13(300X750) RB13(300X750) RB12(300X750) RB1C(300X750) RB1C(300X750) RB2C(300X750) RB2C(300X750) RB2B(300X750) RB2B(300X750) RB2B(300X750) RB2B(300X750) RB2B(300X750) RB2A(300X750) RB2A(300X750) RB2A(300X750) REFER DWG NO.9 PERGOLA BEAM DETAIL 5 5 5 5 5 5 5 5 ENTRANCE LOBBY ENTRANCE LOBBY \LGROUND FLOOR \H0.8x; \LFIRST FLOOR \H0.8x; Y8 @ 150C/C LIFT 125 thk

Language	English
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, beam, construction, dach, dalle, DETAIL, details, DWG, escadas, escaliers, lajes, layout, mezanino, mezzanine, platte, reservoir, roof, slab, stair, telhado, toiture, treppe