Chiken Dwg DWG Block for AutoCAD

Architectural and structural dwg

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

column reinforcement details, column size in mm, column schedule, lap length, footing reinforcement, typical isolated footing along with long section of column, g.l., t.o.c tie beam, compacted soil, plan typical isolated footing, section ‘a – a’, type, isolated footing schedule, footing detail, side elevation, egg room, chicken mash, feed room, plan, front elevation, exhaust fan above, netware, brick wall, c g i roofing sheet, roof plan

Raw text data extracted from CAD file:

\A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;2475 \A1;1650 \A1;2475 \A1;300 \A1;L/3 \A1;L/3 \A1;L/3 \A1;L \A1;300 \A1;L \A1;L/3 \A1;L/3 \A1;L/3 \A1;125 \A1;150 \A1;900 \A1;900 \A1;1500 \A1;200 \A1;SZ \A1;SY \A1;SX \A1;SD \A1;SD \A1;80 mm \A1;250 \A1;250 \A1;300 \A1;250 \A1;250 \A1;300 \A1;SD \A1;SZ \A1;200 \A1;135° \A1;450 \A1;900 \A1;1650 \A1;1800 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;2475 \A1;1650 \A1;2475 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;2475 \A1;1650 \A1;2475 \A1;2475 \A1;1650 \A1;2475 \A1;450 \A1;2550 \A1;1800 \A1;2550 \A1;813 D \A1;2113 \A1;2113 \A1;600 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;4500 \A1;600 1 A A B C D E F G 1 2 3 4 5 5 5 5 5 5 5 5 5 NOTES: 1. THIS DRAWING SHALL BE READ ALONG WITH ARCHITECTURAL DRAWING. 2. DISCREPENCY IF NOTICE IN BETWEEN THIS DRAWIND AND CONCERN ARCHITECTUREL DRAWING SHALL GOT RECONCILED FROM ARCHITECT. 3. CG OF FOOTING SHALL MATCH WITH CG OF COLUMN/GROUP OF COLUMNS UNLESS SPECIFICALLY MENTIONED OTHERWISE IN THIS DRAWING . 4. ALL DIMENSIONSARE IN MM UNLESS OTHERWISE NOTED. 5. ONLY FIGURED DIMENSIONS SHALL BE FOLOWED AND NO DIMENSION SHALL BE SCALED. 6. ALL R.C.C. WORK SHALL BE OF 1:1.5:3 (1 CEMENT :1.5 COARSE SAND : 3 GRADED STONE) 7. CLEAR COVER TO MAIN REINFORCEMENT SHALL BE AS FOLLOWS :- A) FOOTING : 50 MM B) BEAM : 25 MM C) SLAB : 20 MM D) COLUMN : 40 MM E) STAIRCASE SLAB : 20 MM 8. ALL GRID LINES PASS THROUGH THE CENTRE LINE OF BRICK WALL. 9. ALL REINFORCEMENT SHALL BE OF HIGH STRENGTH DEFORMED STEEL BARSCONFORMING TO IS: 1786-1985 (GRAD Fe-415) WITH 0.2%PROOF STRESS NOT LESS THAN 415N/sqmm. 10. LAP AND ANCHORAGE LENGTH (Ld) OF BARS SHALL BE 47 TIMES OF BAR DIA . FOR MIX 1:1.5:3 LAP SHALL SHALL BE STAGGERED AND AVOIDED AT THE POINT OF MAX. BENDING MOMENT. 11. REINFORCEMENT SHALL HAVE CONCRETE COVER AND THICKNESS OF SUCH COVER (EXCLUSIVE OF PLASTER AND OTHER DECORATIVE FINISH) SHALL BE AS FOLLOWS: – A) AT THE END OF THE REINFORCEMENT BAR,NOT LESSTHAN 25mm NOR LESS THAN THE DIA OF SUCH BAR. B) FOR LONGITUDINAL REINFORCING BAR IN A BEAM NOT LESS THAN 25mm NOR LESSTHAN THA DIA OF SUCH BAR. 12. NO PROVISION FOR VERTICAL EXTENSION HAS BEEN CONSIDERED. 13. THE POSITION OF HOOKS OF COLUMN TIES SHALL BE VERTICALLY STAGGERED AND PLACED OPOSIT FACE FOR ALL TERNEATE TIES. 14. NOT MORE THAN 50% OF BARS SHALL BE SPECIFIED AT ONE SECTION . 15. AS FAR AS POSIBLE FOOTING SHALL BE KEPT AT SAME LEVEL .IF FOOTING ARE TO BE PLACED AT DIFFERENT LEVELS THEN SLOPE OF THE LINE JOINING THE TWO ADJACENT FOOTING SHALL NOT BE MORE THAN 1:2(1 VERTICAL : 2 HORIZONTAL). COLUMN REINFORCEMENT DETAILS COLUMN SIZE IN mm 275X275 80 mm 5 8 TIES 4-16 COLUMN SCHEDULE COLUMN SPILCING MUST BE PLACED AT MID SPAN OF COLUMN AND IT SHALL BE DONE IN 50% OF THE BARS AT A PLACE. (REFER 13920:1993 CL 7.2.1) \W7.62113; DETAILS OFOF \W6.01546; \LDEVELOPMENT LENGTHLENGTH \L(REFER SP:16 (S&T) 1980 TABLE 64/67)SP:16 (S&T) 1980 TABLE 64/67) \W8.17526; \L& IS 13920 DEVELOPMENT LENGTH = HIGHEST OF LD+10d OR AS LD AS PER SP 16) LAP LENGTH \A1;8 @ 75(3″)C/C FOOTING REINFORCEMENT TYPICAL ISOLATED FOOTING ALONG WITH LONG SECTION OF COLUMN 150 @ 75 (3″) C/C 8 TIE 900 G.L. T.O.C TIE BEAM @ 125(5″) C/C 8 TIE 900 @ 75 C/C 8 TIE 1500 COMPACTED SOIL 4″(100MM)PCC(1:5:10) 200 SZ A A R1 PLAN TYPICAL ISOLATED FOOTING SY SX 1 SD SD R2 SD SZ 200 SECTION ‘A – A’ \A1;TIE BEAM G.L. 4″(100MM)PCC(1:5:10) R2 R1 350 350 SD 12 @150 C/C 12 @150 C/C 400 1700 1700 IF2 R2 R1 12 @150 C/C 12 @150 C/C SY SZ TYPE SX ISOLATED FOOTING SCHEDULE 400 IF1 1200 1200 SECTION 3/3′ 5 5 2 NOS OF 16MM TOP MAIN 2 NOS OF 16MM BOTTOM MAIN 8 MM STIRRUPS @ 75 C/C 4 4′ L/3 L/3 L/3 2 NOS OF 16MM BOTTOM MAIN 2 NOS OF 16MM TOP MAIN, 1 NOS OF 16MM EXTRA 3 3′ SECTION 4/4′ 2 NOS OF 16MM BENT UP BARS L 2 NOS OF 16MM BENT UP BARS 8 MM STIRRUPS @ 150 C/C 2 NOS OF 16MM BOTTOM MAIN 2 NOS OF 16MM TOP MAIN 5 5 L 5′ 5 2 NOS OF 16MM TOP MAIN 2 NOS OF 20MM, 1 NOS OF 16MM BOTTOM MAIN L/3 L/3 L/3 6′ 6 2 NOS OF 16MM BENT UP BARS SECTION 6/6′ 8 MM STIRRUPS @ 75 C/C 2 NOS OF 20MM, 1 NOS 16MM 2 NOS OF 16MM TOP MAIN 5 5 SECTION 5/5′ 5 5 5 2 NOS OF 16MM TOP MAIN 2 NOS OF 20MM, 1 NOS 16MM 8 MM STIRRUPS @ 125 C/C 2 NOS OF 16MM BENT UP BARS IF2 IF2 IF2 IF2 IF2 IF2 IF2 IF2 IF2 IF2 IF1 IF1 IF1 IF1 IF1 IF1 IF1 IF1 IF1 IF1 IF1 IF1 IF1 IF1 NOTES: 1. THIS DRAWING SHALL BE READ ALONG WITH ARCHITECTURAL DRAWING. 2. DISCREPENCY IF NOTICE IN BETWEEN THIS DRAWIND AND CONCERN ARCHITECTUREL DRAWING SHALL GOT RECONCILED FROM ARCHITECT. 3. CG OF FOOTING SHALL MATCH WITH CG OF COLUMN/GROUP OF COLUMNS UNLESS SPECIFICALLY MENTIONED OTHERWISE IN THIS DRAWING . 4. ALL DIMENSIONSARE IN MM UNLESS OTHERWISE NOTED. 5. ONLY FIGURED DIMENSIONS SHALL BE FOLOWED AND NO DIMENSION SHALL BE SCALED. 6. ALL R.C.C. WORK SHALL BE OF 1:1.5:3 (1 CEMENT :1.5 COARSE SAND : 3 GRADED STONE) 7. CLEAR COVER TO MAIN REINFORCEMENT SHALL BE AS FOLLOWS :- A) FOOTING : 50 MM B) BEAM : 25 MM C) SLAB : 20 MM D) COLUMN : 40 MM E) STAIRCASE SLAB : 20 MM 8. ALL GRID LINES PASS THROUGH THE CENTRE LINE OF BRICK WALL. 9. ALL REINFORCEMENT SHALL BE OF HIGH STRENGTH DEFORMED STEEL BARSCONFORMING TO IS: 1786-1985 (GRAD Fe-415) WITH 0.2%PROOF STRESS NOT LESS THAN 415N/sqmm. 10. LAP AND ANCHORAGE LENGTH (Ld) OF BARS SHALL BE 47 TIMES OF BAR DIA . FOR MIX 1:1.5:3 LAP SHALL SHALL BE STAGGERED AND AVOIDED AT THE POINT OF MAX. BENDING MOMENT. 11. REINFORCEMENT SHALL HAVE CONCRETE COVER AND THICKNESS OF SUCH COVER (EXCLUSIVE OF PLASTER AND OTHER DECORATIVE FINISH) SHALL BE AS FOLLOWS: – A) AT THE END OF THE REINFORCEMENT BAR,NOT LESSTHAN 25mm NOR LESS THAN THE DIA OF SUCH BAR. B) FOR LONGITUDINAL REINFORCING BAR IN A BEAM NOT LESS THAN 25mm NOR LESSTHAN THA DIA OF SUCH BAR. 12. NO PROVISION FOR VERTICAL EXTENSION HAS BEEN CONSIDERED. 13. THE POSITION OF HOOKS OF COLUMN TIES SHALL BE VERTICALLY STAGGERED AND PLACED OPOSIT FACE FOR ALL TERNEATE TIES. 14. NOT MORE THAN 50% OF BARS SHALL BE SPECIFIED AT ONE SECTION . 15. AS FAR AS POSIBLE FOOTING SHALL BE KEPT AT SAME LEVEL .IF FOOTING ARE TO BE PLACED AT DIFFERENT LEVELS THEN SLOPE OF THE LINE JOINING THE TWO ADJACENT FOOTING SHALL NOT BE MORE THAN 1:2(1 VERTICAL : 2 HORIZONTAL). FOOTING DETAIL A B C D E F G 5 5 5 5 SIDE ELEVATION WINDOW 2000X500 WINDOW 2000X500 WINDOW 2000X500 WINDOW 2000X500 WINDOW 2000X500 WINDOW 2000X500 A B C D E F G 1 2 3 4 5 5 5 5 5 5 5 5 5 A B C D E F G 1 2 3 4 5 5 5 5 5 5 5 5 5 EGG ROOM CHICKEN MASH 1 CHICKEN MASH 2 CHICKEN MASH 3 CHICKEN MASH 4 CHICKEN MASH 5 CHICKEN MASH 12 FEED ROOM CHICKEN MASH 11 CHICKEN MASH 10 CHICKEN MASH 9 CHICKEN MASH 8 PLAN 1 2 3 4 5 5 5 5 5 5 FRONT ELEVATION 5 5 EXHAUST FAN ABOVE EXHAUST FAN ABOVE D2 W1 W1 W1 W1 W1 W1 5 5 5 W1 W1 W1 W1 W1 W1 netware BRICK WALL C G I ROOFING SHEET IF2 IF2 IF2 IF2 5 5 5 5 5 5 5 ROOF PLAN