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11
100 P.C.C.1:4:8 EXCAVATION LVL. LOWEST POINT OF N.G.L. (APPROX. R.L. 98.200 M) 1500 AS/SITE ROAD LVL. R.L.98.750 M (As per Survey) PLINTH LVL. R.L. 99.250 M SECTION AT 1-1 480 RAFT TOP OUTER BARS PARALLEL TO Y- DIRECTION RAFT BOTTOM OUTER BARS PARALLEL TO Y- DIRECTION AT TOP #12@200C/C B/W AT TOP #12@200C/C B/W AT TOP #12@200C/C B/W AT TOP #12@200C/C B/W #12@200C/C B/W AT BOTTOM #12@200C/C B/W AT BOTTOM #12@200C/C B/W AT BOTTOM #12@200C/C B/W AT BOTTOM #12@200C/C B/W AT BOTTOM #12@200C/C B/W AT BOTTOM 14175 2630 2255 2630 64570 2387 4430 1200 5045 11775 4295 1885 2000 7290 2295 11775 2295 2750 1884 5045 11775 5045 1192 4430 2397 26735 2630 2255 2630 52010 7290 18950 14175 2630 2255 2630 62840 2000 25005 2630 2255 2630 52010 18950 14175 2630 2255 2630 62840 2000 25005 2630 2255 2630 52010 18950 1 1 PROPOSED PROJECT "MANORAMA HEIGHTS" FOR M/S NEELKANTH DEVELOPERS DRAWING TITLE: RAFT FOOTING LAYOUT PLAN & DETAIL -1/5 PROJECT: DALIP CADD DEVELOPED STRUCTURAL CONS. B-1, ASHOK VIHAR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17 MOBILE: 94142 97788 PRIME TECH DESIGN CONSULTANTS SCALE: N.T.S. PADAM C. BAIRATHI ARCHITECTS MAR. 14/2017 S-03 DRAWING. NO. DATE: 201-202, GEETA ENCLAVE , C-SCHEME , JAIPUR. at Khasra No. 126,127/1, 128, 129, 131 Village Narotampura, Tehsil- Sanganer, Jaipur PP#&& PP#&& PP#&& LEGENDS FOR EXTRA REINF. Y X DIRECTION SYMBOL RAFT BOTTOM EXTRA REINFORCEMENT (PARALLEL TO X-DIRECTION) TYPICAL DETAIL OF RAFT BOTTOM EXTRA REINFORCEMENT (PARALLEL TO X-DIRECTION) (AS/DETAIL) CONC. GRADE:- M-25 STEEL GRADE:- Fe-500 D RAFT BOTTOM EXTRA REINFORCEMENT PLAN (PARALLEL TO X-DIRECTION) RAFT BOTTOM EXTRA REINFORCEMENT PLAN (PARALLEL TO X-DIRECTION) D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 D-480 13729 2645 9767 3045 9865 3045 3045 5287 5287 3045 9860 3045 9767 3045 9865 3045 5287 3045 3045 10945 5287 3045 9860 3045 13729 2645 9767 3045 9865 3045 5287 3045 3045 10671 9860 3045 5287 3045 EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING PP#&& 450 450 COLUMN RINGS #8@100C/C AS/ COLUMN SCHEDULE 300 450 450 COLUMN RINGS #8@100C/C AS/ COLUMN SCHEDULE 300 450 450 COLUMN RINGS #8@100C/C AS/ COLUMN SCHEDULE 300 450 450 COLUMN RINGS #8@100C/C AS/ COLUMN SCHEDULE 300 AT TOP #12@200C/C B/W * WALL, COL & VERTICAL FACE OF ALL MEMBERS GIVEN BELOW UNLESS OTHERWISE STATED. 2. SPACER BARS:- SHALL BE 20MM DIA AT MAX. * REMOVAL OF PORPS UNDER SLAB----7 DAYS. MENTIONED. 24 TO 48 HOURS. 4'-0"(1200 mm) INTERVALS 6+$// %( 3529,'(' 2) #&& 81/(66 27+(5:,6( 5. TIES OR DISTRIBUTION REINFORCEMENT IN THE SLAB SPAN OVER TO 6.0 METER----21 DAYS. SPAN UP TO 4.5 METER-----14 DAYS. * BEAM SOFFITS (PROPS LEFT)-------7 DAYS. * SLABS (PROPS LEFT UNDER)-------3 DAYS. 1 1/2"(40MM.) 1 1/2"(40MM.) WHERE APPLICABLE 1 1/2"(40MM.) (ON EARTH SIDE) 1"(25MM.) ON WATER FACE 1"(25MM.) 1. REMOVAL OF SHUTTERING:- THIS SHALL BE AS GATE SHALL BE 3/4" UNLESS OTHERWISE STATED. 3. CLEAR COVER OF CONCRETE IN INCHES TO THE MAIN 2. GRADE OF CONCRETE SHALL BE M-25 CONFORMING REINFORCEMENT UNLESS SPECIFIED OTHERWISE SHALL BE :- 1. NOMINAL SIZE OF CRUSHED STONE GRADED AGGR- TO NOTICE DIMENSION ONLY. MISCELLANEOUS WITH RELEVANT ARCHITECTURAL AND SERVICE DRAWING ANY DISCREPANCY SHOULD BE IMMEDIATELY BROUGHT. 3. THIS DRAWING SHOULD BE READ IN CONJUNCTION 1. ALL DIMENSION AND LEVEL ARE IN FEET,INCHES, AND MM 2. D0 NOT SCALE THIS DRAWING FOLLOW WRITTEN OTHER WALLS SHALL BE STOPPED 1/2" BELOW 4. ONLY LOAD BEARING WALLS ARE SHOWN IN PLAN GENERAL NOTES:- 2 $6 :,7+ &+$5$&7(5,67,& 675(1*7+ 100 CEMENT MORTER UNLESS OTHERWISE SHOWN CONFORMING TO IS 1786-1985, SHALL BE USED. TO SUPPORT FOR TOP BARS SHALL BE AVOIDED. CLOSE TO MID SPAN FOR BOTTOM BARS & CLOSE 1/3 OF BARS SHALL BE LAPPED AT ANY SECTION 2. LAP IN SLAB & BEAMS OF SUPER STRUCTURE REINFORCEMENT DETAILS 1. HIGH YIELD STRENGTH DEFORMED BARS MARKED %$56 6+$// %( $6 )2//2: :+(5( ,6 ',$ 2) %$56 3. LAP SHALL BE STAGGERED SO THAT NO MORE THAN 4. LAP LENGTH FOR HEIGH YIELD STRENGTH DEFORMED CONCRETE DETAILS IN ARCHITECTURAL DRAWING. SOFFIT OF BEAM/SLAB AND GAP FILLED WITH LEAN BOTTOM 2"(50MM.) 3/4"(20MM.) 1"(25MM.) PRTICULAR FOOTING SLAB COLUMNS WATER TANK. RETAINING WALL SLAB & ROOF SLAB OF WALLS,FLOOR BEAMS, LINTEL TO IS 456-2000 UNLESS OTHERWISE NOTED. TOP 1"(25MM.) 2"(50MM.) 1"(25MM.) 2/3"(15MM.) SIDES 2"(50MM.) (IN SIDE) 3/4"(20MM.) (EARTH SIDE) LAP LENGTH FOR HYSD Fe500 D & M25 8 mm 400 475 12 mm 16 mm 20 mm 25 mm 575 700 775 925 975 1125 1200 1450 32 mm 1550 1850 10 mm 475 575 BAR DIA. /GW Ldt Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE M-35 2. COLUMN LAYOUT SHALL BE DONE FROM ARCHITECTURAL DRAWING 1. CONCRETE MIX SHALL BE M-25 (MIX DESIGN) & STEEL GRADE SHALL BE Fe-500 D NOTE***: RAFT CONTINUES(MAIN) REINFORCEMENT DETAILS: 1. RAFT BOTTOM OUTER BARS PARALLEL TO Y- DIRECTION= #12@200C/C 2. RAFT BOTTOM INNER BARS PARALLEL TO X- DIRECTION= #12@200C/C 3. RAFT TOP OUTER BARS PARALLEL TO Y- DIRECTION= #12@200C/C 4. RAFT TOP INNER BARS PARALLEL TO X- DIRECTION= #12@200C/C RAFT THICKNESS D= 480mm UNLESS SPECIFIED X A+B A A SEC. AT (Y-Y) C D AS/DETAIL AS/DETAIL A+B A A C D SEC. AT (X-X) C+D A A B AS/DETAIL AS/DETAIL C C C C C C C+D A A B C C P.C.C.1:4:8 RAFT P.C.C.1:4:8 RAFT LAYER ARRANGEMENT FOR RAFT STEEL A A X Q Q #10@200C/C 230 P.C.C. 1:4:8 #8@200C/C #10@200C/C 480 LIFT-PIT SECTION AT Q-Q 230 PLINTH LVL. #8@200C/C #10@200C/C 300 450 PLAIN CONCRETE PEDESTAL AS/PLAN PLAIN CONCRETE PEDESTAL AS/PLAN BRICK WALL BRICK WALL RAFT AS/DETAIL PLINTH BEAM 300 450 Q Q Q Q Q Q 3045 10680 EARTH FILLING 13637 2645 13637 2645 13637 2645 9860 3045 9768 3045 9860 3045 9860 3045 9860 3045 9768 3045 9860 3045 9860 3045 9860 3045 9768 3045 9860 3045 9860 3045 9767 3045 9767 3045 9767 3045 13729 2645 750 900 900 900 1200 900 1200 750 900 1200 750 900 1200 1200 750 1235 750 1235 900 1200 1200 750 750 1235 1235 900 900 1200 750 900 1200 900 750 1235 1235 750 900 900 750 1200 750 1200 900 900 935 1235 750 900 1200 900 900 900 1200 1200 750 900 900 1200 900 900 900 1200 900 900 750 1200 900 900 900 900 900 750 900 750 900 950 900 750 900 750 1050 1050 900 900 900 750 750 900 900 750 1050 1050 900 750 900 900 900 900 750 900 900 900 900 750 900 900 900 900 750 750 900 900 1050 900 900 1050 900 900 900 900 900 900 900 900 900 900 1050 900 1050 750 900 900 900 900 750 900 900 900 900 750 750 900 950 900 750 900 750 900 750 900 750 900 750 900 750 900 1235 1235 750 900 1200 1200 750 900 900 900 900 900 900 1200 900 1200 900 1200 750 1235 1235 900 1200 900 750 900 900 1200 750 900 900 1200 900 1235 1235 750 1200 1200 900 750 1200 1200 750 900 1235 1235 750 1200 900 900 900 750 1200 900 750 1200 900 750 900 900 750 900 900 900 750 900 900 900 750 900 750 900 900 900 1200 900 1200 750 900 1200 750 900 1200 1200 750 1235 750 1235 900 1200 1200 750 750 1235 1235 900 900 1200 750 900 1200 900 750 1235 1235 750 900 900 750 1200 750 1200 900 900 935 1235 750 900 1200 900 900 900 1200 1200 750 900 900 1200 900 900 900 1200 900 900 750 1200 900 900 900 900 900 750 900 750 900 950 900 750 900 750 1050 1050 900 900 900 750 750 900 900 750 1050 1050 900 750 900 900 900 900 750 900 900 900 900 750 900 900 900 900 750 750 900 900 1050 900 900 1050 900 900 900 900 900 900 900 900 900 900 1050 900 1050 750 900 900 900 900 750 900 900 900 900 750 750 900 950 900 750 900 750 900 750 900 750 900 750 900 750 900 1235 1235 750 900 1200 1200 750 900 900 900 900 900 900 1200 900 1200 900 1200 750 1235 1235 900 1200 900 750 900 900 1200 750 900 900 1200 900 1235 1235 750 1200 1200 900 750 1200 1200 750 900 1235 1235 750 1200 900 900 900 750 1200 900 750 1200 900 750 900 900 750 900 900 900 750 900 900 900 750 900 750 900 900 900 1200 900 1200 750 900 1200 750 900 1200 1200 750 1235 750 1235 900 1200 1200 750 750 1235 1235 900 900 1200 750 900 1200 900 750 1235 1235 750 900 900 750 1200 750 1200 900 900 935 1235 750 900 1200 900 900 900 1200 1200 750 900 900 1200 900 900 900 1200 900 900 750 1200 900 900 900 900 900 750 900 750 900 950 900 750 900 750 1050 1050 900 900 900 750 750 900 900 750 1050 1050 900 750 900 900 900 900 750 900 900 900 900 750 900 900 900 900 750 750 900 900 1050 900 900 1050 900 900 900 900 900 900 900 900 900 900 1050 900 1050 750 900 900 900 900 750 900 900 900 900 750 750 900 950 900 750 900 750 900 750 900 750 900 750 900 750 900 1235 1235 750 900 1200 1200 750 900 900 900 900 900 900 1200 900 1200 900 1200 750 1235 1235 900 1200 900 750 900 900 1200 750 900 900 1200 900 1235 1235 750 1200 1200 900 750 1200 1200 750 900 1235 1235 750 1200 900 900 900 750 1200 900 750 1200 900 750 900 900 750 900 900 900 750 900 900 900 750 900 750 900 1200 1200 750 900 750 751 900 900 850 750 900 900 900 900 900 900 900 850 900 900 900 900 900 900 1200 1200 750 900 750 751 900 900 850 750 900 AC-1 AC-2 AC-3 AC-4 AC-5 AC-6 AC-7 AC-8 AC-9 AC-10 AC-11 AC-12 AC-13 AC-14 AC-15 AC-16 AC-17 AC-18 AC-19 AC-20 AC-21 AC-22 AC-23 AC-24 AC-27 AC-26 AC-25 AC-28 AC-29 AC-30 AC-31 AC-32 AC-33 AC-34 AC-35 AC-36 AC-37 AC-38 AC-39 AC-40 AC-41 AC-42 AC-43 AC-44 AC-59 AC-58 AC-57 AC-56 AC-55 AC-54 AC-53 AC-52 AC-51 AC-50 AC-49 AC-48 AC-47 AC-46 AC-45 AC-60 AC-61 AC-62 AC-63 AC-74 AC-73 AC-72 AC-71 AC-70 AC-69 AC-68 AC-67 AC-66 AC-65 AC-64 AC-85 AC-84 AC-83 AC-82 AC-81 AC-80 AC-79 AC-78 AC-77 AC-75 AC-76 BC-1 BC-2 BC-3 BC-4 BC-5 BC-6 BC-7 BC-8 BC-9 BC-10 BC-11 BC-12 BC-13 BC-14 BC-15 BC-16 BC-17 BC-18 BC-19 BC-20 BC-21 BC-22 BC-23 BC-24 BC-27 BC-26 BC-25 BC-28 BC-29 BC-30 BC-31 BC-32 BC-33 BC-34 BC-35 BC-36 BC-37 BC-38 BC-39 BC-40 BC-41 BC-42 BC-43 BC-44 BC-59 BC-58 BC-57 BC-56 BC-55 BC-54 BC-53 BC-52 BC-51 BC-50 BC-49 BC-48 BC-47 BC-46 BC-45 BC-60 BC-61 BC-62 BC-63 BC-74 BC-73 BC-72 BC-71 BC-70 BC-69 BC-68 BC-67 BC-66 BC-65 BC-64 BC-85 BC-84 BC-83 BC-82 BC-81 BC-80 BC-79 BC-78 BC-77 BC-75 BC-76 DC-4 DC-5 DC-6 DC-7 DC-8 DC-9 DC-10 DC-11 DC-15 DC-16 DC-17 DC-18 DC-19 DC-20 DC-21 DC-22 DC-23 DC-24 DC-25 DC-26 DC-30 DC-29 DC-28 DC-27 DC-31 DC-32 DC-33 DC-34 DC-35 DC-36 DC-37 DC-38 DC-39 DC-40 DC-41 DC-42 DC-43 DC-44 DC-47 DC-48 DC-49 DC-50 DC-51 DC-52 DC-53 DC-54 DC-55 DC-56 DC-57 DC-61 DC-62 DC-73 DC-72 DC-71 DC-70 DC-84 DC-85 DC-74 DC-75 DC-60 DC-69 DC-83 DC-82 DC-68 DC-67 DC-81 DC-59 DC-66 DC-80 DC-65 DC-79 DC-78 DC-64 DC-45 DC-46 DC-58 DC-77 DC-63 EC-4 EC-5 EC-6 EC-7 EC-8 EC-9 EC-10 EC-11 EC-15 EC-16 EC-17 EC-18 EC-19 EC-20 EC-21 EC-22 EC-23 EC-24 EC-25 EC-26 EC-30 EC-29 EC-28 EC-27 EC-31 EC-32 EC-33 EC-34 EC-35 EC-36 EC-37 EC-38 EC-39 EC-40 EC-41 EC-42 EC-43 EC-44 EC-47 EC-48 EC-49 EC-50 EC-51 EC-52 EC-53 EC-54 EC-55 EC-56 EC-57 EC-61 EC-62 EC-73 EC-72 EC-71 EC-70 EC-84 EC-85 EC-74 EC-75 EC-60 EC-69 EC-83 EC-82 EC-68 EC-67 EC-81 EC-59 EC-66 EC-80 EC-65 EC-79 EC-78 EC-64 EC-12 EC-13 EC-14 EC-45 EC-46 EC-58 EC-77 EC-63 EC-1 EC-2 EC-3 EC-76 CC-1 CC-2 CC-3 CC-4 CC-5 CC-6 CC-7 CC-8 CC-9 CC-10 CC-11 CC-12 CC-13 CC-14 CC-15 CC-16 CC-17 CC-18 CC-19 CC-20 CC-21 CC-22 CC-23 CC-24 CC-27 CC-26 CC-25 CC-28 CC-29 CC-30 CC-31 CC-32 CC-33 CC-34 CC-35 CC-36 CC-37 CC-38 CC-39 CC-40 CC-41 CC-42 CC-43 CC-44 CC-59 CC-58 CC-57 CC-56 CC-55 CC-54 CC-53 CC-52 CC-51 CC-50 CC-49 CC-48 CC-47 CC-46 CC-45 CC-60 CC-61 CC-62 CC-63 CC-74 CC-73 CC-72 CC-71 CC-70 CC-69 CC-68 CC-67 CC-66 CC-65 CC-64 CC-85 CC-84 CC-83 CC-82 CC-81 CC-80 CC-79 CC-78 CC-77 CC-75 CC-76 FC-4 FC-5 FC-6 FC-7 FC-8 FC-9 FC-10 FC-11 FC-15 FC-16 FC-17 FC-18 FC-19 FC-20 FC-21 FC-22 FC-23 FC-24 FC-25 FC-26 FC-30 FC-29 FC-28 FC-27 FC-31 FC-32 FC-33 FC-34 FC-35 FC-36 FC-37 FC-38 FC-39 FC-40 FC-41 FC-42 FC-43 FC-44 FC-47 FC-48 FC-49 FC-50 FC-51 FC-52 FC-53 FC-54 FC-55 FC-56 FC-57 FC-61 FC-62 FC-73 FC-72 FC-71 FC-70 FC-84 FC-85 FC-60 FC-69 FC-83 FC-82 FC-68 FC-67 FC-81 FC-59 FC-66 FC-80 FC-65 FC-79 FC-78 FC-64 FC-12 FC-13 FC-45 FC-46 FC-58 FC-77 FC-63 EC-86 EC-87 EC-88 D-480 D-480 D-480 D-480 D-480

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Page 1: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

100

P.C.C.1:4:8

EXCAVATION LVL.

LOWEST POINT OF N.G.L. (APPROX. R.L. 98.200 M)

1500

AS/SITE

ROAD LVL. R.L.98.750 M(As per Survey)

PLINTH LVL. R.L. 99.250 M

SECTION AT 1-1

480

RAFT TOP OUTER BARSPARALLEL TO Y- DIRECTION

RAFT BOTTOM OUTER BARSPARALLEL TO Y- DIRECTION

AT TOP #12@200C/C B/W

AT TOP #12@200C/C B/W

AT TOP #12@200C/C B/W

AT TOP #12@200C/C B/W

#12@200C/C B/WAT BOTTOM

#12@200C/C B/WAT BOTTOM

#12@200C/C B/WAT BOTTOM

#12@200C/C B/WAT BOTTOM

#12@200C/C B/WAT BOTTOM

#12@200C/C B/WAT BOTTOM

14175

2630

2255

2630

64570

2387

4430

1200

5045

1177

5

4295

1885

2000

7290

2295

1177

5

2295

2750

1884

5045

1177

5

5045

1192

4430

2397

26735

2630

2255

2630

52010

7290

1895

0

14175

2630

2255

2630

62840

2000

25005

2630

2255

2630

52010

1895

0

14175

2630

2255

2630

62840

2000

25005

2630

2255

2630

52010

1895

0

1 1

PROPOSED PROJECT "MANORAMA HEIGHTS" FOR M/S NEELKANTH DEVELOPERS

DRAWING TITLE:

RAFT FOOTING LAYOUT PLAN & DETAIL -1/5

PROJECT:

DALIP

CADD DEVELOPED

STRUCTURAL CONS.

B-1, ASHOK VIHAR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17MOBILE: 94142 97788

PRIME TECH DESIGN CONSULTANTSSCALE: N.T.S.

PADAM C. BAIRATHI ARCHITECTS

MAR. 14/2017S-03

DRAWING. NO. DATE:

201-202, GEETA ENCLAVE , C-SCHEME , JAIPUR.at Khasra No. 126,127/1, 128, 129, 131 Village Narotampura, Tehsil- Sanganer, Jaipur

12mmØ@200C/C

16mmØ@200C/C

20mmØ@200C/C

LEGENDS FOR EXTRA REINF.

Y

XDIRECTION SYMBOL

RAFT BOTTOM EXTRA REINFORCEMENT

(PARALLEL TO X-DIRECTION)

TYPICAL DETAIL OF

RAFT BOTTOM EXTRA REINFORCEMENT(PARALLEL TO X-DIRECTION)(AS/DETAIL)

CONC. GRADE:- M-25STEEL GRADE:- Fe-500 D

RAFT BOTTOM EXTRA REINFORCEMENT PLAN (PARALLEL TO X-DIRECTION)

RAFT BOTTOM EXTRA REINFORCEMENT PLAN (PARALLEL TO X-DIRECTION)

D-480

D-480

D-480D-480 D-480

D-480

D-480

D-480 D-480

D-480

D-480

D-480

D-480

D-480

D-480

D-480D-480

D-480

D-480

D-480

D-480

D-480D-480

D-480

13729

2645

9767

3045

9865

3045

3045

5287

5287

3045

9860

3045

9767

3045

9865

3045

5287

3045

3045

1094

5

5287

3045

9860

3045

13729

2645

9767

3045

9865

3045

5287

3045

3045

1067

1

9860

3045

5287

3045

EARTH FILLINGEARTH FILLINGEARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING

EARTH FILLING EARTH FILLING

EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLING

25mmØ@200C/C

450 450

COLUMN RINGS #8@100C/C AS/ COLUMN SCHEDULE

300

450 450

COLUMN RINGS #8@100C/C AS/ COLUMN SCHEDULE

300

450 450

COLUMN RINGS #8@100C/C AS/ COLUMN SCHEDULE

300

450 450

COLUMN RINGS #8@100C/C AS/ COLUMN SCHEDULE

300AT TOP

#12@200C/C B/W

* WALL, COL & VERTICAL FACE OF ALL MEMBERS GIVEN BELOW UNLESS OTHERWISE STATED.

2. SPACER BARS:- SHALL BE 20MM DIA AT MAX.

* REMOVAL OF PORPS UNDER SLAB----7 DAYS.MENTIONED.

24 TO 48 HOURS.

4'-0"(1200 mm) INTERVALS

SHALL BE PROVIDED OF 8Ø@8"C/C UNLESS OTHERWISE5. TIES OR DISTRIBUTION REINFORCEMENT IN THE SLAB

SPAN OVER TO 6.0 METER----21 DAYS.SPAN UP TO 4.5 METER-----14 DAYS.

* BEAM SOFFITS (PROPS LEFT)-------7 DAYS.* SLABS (PROPS LEFT UNDER)-------3 DAYS.

1 1/2"(40MM.)

1 1/2"(40MM.)

WHERE APPLICABLE

1 1/2"(40MM.)(ON EARTH SIDE)

1"(25MM.)ON WATER FACE

1"(25MM.)

1. REMOVAL OF SHUTTERING:- THIS SHALL BE AS

GATE SHALL BE 3/4" UNLESS OTHERWISE STATED.

3. CLEAR COVER OF CONCRETE IN INCHES TO THE MAIN

2. GRADE OF CONCRETE SHALL BE M-25 CONFORMING

REINFORCEMENT UNLESS SPECIFIED OTHERWISE SHALL BE :-

1. NOMINAL SIZE OF CRUSHED STONE GRADED AGGR-

TO NOTICE

DIMENSION ONLY.

MISCELLANEOUS

WITH RELEVANT ARCHITECTURAL AND SERVICE DRAWINGANY DISCREPANCY SHOULD BE IMMEDIATELY BROUGHT.

3. THIS DRAWING SHOULD BE READ IN CONJUNCTION

1. ALL DIMENSION AND LEVEL ARE IN FEET,INCHES, AND MM2. D0 NOT SCALE THIS DRAWING FOLLOW WRITTEN

OTHER WALLS SHALL BE STOPPED 1/2" BELOW 4. ONLY LOAD BEARING WALLS ARE SHOWN IN PLAN

GENERAL NOTES:-

2AS Ø WITH CHARACTERISTIC STRENGTH 500 N/MM

CEMENT MORTER UNLESS OTHERWISE SHOWN

CONFORMING TO IS 1786-1985, SHALL BE USED.

TO SUPPORT FOR TOP BARS SHALL BE AVOIDED.CLOSE TO MID SPAN FOR BOTTOM BARS & CLOSE

1/3 OF BARS SHALL BE LAPPED AT ANY SECTION

2. LAP IN SLAB & BEAMS OF SUPER STRUCTURE

REINFORCEMENT DETAILS1. HIGH YIELD STRENGTH DEFORMED BARS MARKED

BARS SHALL BE AS FOLLOW. WHERE Ø IS DIA OF BARS.

3. LAP SHALL BE STAGGERED SO THAT NO MORE THAN

4. LAP LENGTH FOR HEIGH YIELD STRENGTH DEFORMED

CONCRETE DETAILS

IN ARCHITECTURAL DRAWING.

SOFFIT OF BEAM/SLAB AND GAP FILLED WITH LEAN

BOTTOM

2"(50MM.)

3/4"(20MM.)

1"(25MM.)

PRTICULAR

FOOTING

SLAB

COLUMNS

WATER TANK.

RETAINING WALL

SLAB & ROOFSLAB OF

WALLS,FLOOR

BEAMS, LINTEL

TO IS 456-2000 UNLESS OTHERWISE NOTED.

TOP

1"(25MM.)

2"(50MM.)

1"(25MM.)

2/3"(15MM.)

SIDES

2"(50MM.)

(IN SIDE)3/4"(20MM.)(EARTH SIDE)

LAP LENGTH FOR HYSD Fe500 D & M25

8 mm 400 475

12 mm16 mm20 mm25 mm

575 700775 925975 11251200 1450

32 mm 1550 1850

10 mm 475 575

BAR DIA. Ldt+10ØLdt Column "L"in Footing

Df = 480

1150

800

300

300

375

575

300

45ØM-3049Ø57ØLdt

M-25M-20

CONC.GRADE

40ØM-35

2. COLUMN LAYOUT SHALL BE DONE FROM ARCHITECTURAL DRAWING1. CONCRETE MIX SHALL BE M-25 (MIX DESIGN) & STEEL GRADE SHALL BE Fe-500 DNOTE***:

RAFT CONTINUES(MAIN) REINFORCEMENT DETAILS:1. RAFT BOTTOM OUTER BARS PARALLEL TO Y- DIRECTION= #12@200C/C2. RAFT BOTTOM INNER BARS PARALLEL TO X- DIRECTION= #12@200C/C3. RAFT TOP OUTER BARS PARALLEL TO Y- DIRECTION= #12@200C/C4. RAFT TOP INNER BARS PARALLEL TO X- DIRECTION= #12@200C/C

RAFT THICKNESS D= 480mm UNLESS SPECIFIED

X

A+B AA

SEC. AT (Y-Y)

CD

AS/DETAIL AS/DETAIL

A+B AAC

D

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AC-5 AC-6 AC-7

AC-8

AC-9 AC-10

AC-11 AC-12

AC-13AC-14 AC-15

AC-16 AC-17AC-18 AC-19 AC-20

AC-21 AC-22AC-23

AC-24

AC-27AC-26AC-25 AC-28

AC-29 AC-30 AC-31 AC-32 AC-33 AC-34 AC-35 AC-36 AC-37 AC-38 AC-39 AC-40 AC-41 AC-42 AC-43 AC-44

AC-59AC-58AC-57AC-56AC-55AC-54AC-53AC-52AC-51AC-50AC-49AC-48AC-47AC-46AC-45

AC-60 AC-61 AC-62 AC-63

AC-74AC-73AC-72AC-71AC-70AC-69AC-68AC-67AC-66AC-65AC-64

AC-85AC-84AC-83AC-82AC-81AC-80AC-79

AC-78

AC-77AC-75 AC-76

BC-1 BC-2 BC-3BC-4

BC-5 BC-6 BC-7 BC-8 BC-9 BC-10

BC-11 BC-12

BC-13 BC-14 BC-15BC-16 BC-17

BC-18 BC-19BC-20

BC-21 BC-22BC-23

BC-24

BC-27BC-26BC-25 BC-28

BC-29 BC-30 BC-31 BC-32 BC-33 BC-34 BC-35 BC-36 BC-37 BC-38 BC-39 BC-40 BC-41 BC-42 BC-43

BC-44

BC-59BC-58BC-57BC-56BC-55BC-54BC-53BC-52BC-51BC-50BC-49BC-48BC-47BC-46BC-45

BC-60

BC-61

BC-62 BC-63

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BC-85

BC-84

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DC-4 DC-5 DC-6 DC-7 DC-8

DC-9 DC-10 DC-11

DC-15DC-16

DC-17 DC-18 DC-19 DC-20

DC-21

DC-22 DC-23DC-24

DC-25 DC-26

DC-30

DC-29DC-28DC-27

DC-31

DC-32 DC-33 DC-34 DC-35 DC-36 DC-37 DC-38 DC-39 DC-40 DC-41

DC-42 DC-43 DC-44

DC-47DC-48 DC-49 DC-50 DC-51 DC-52 DC-53 DC-54 DC-55 DC-56

DC-57

DC-61 DC-62

DC-73

DC-72DC-71DC-70

DC-84

DC-85 DC-74 DC-75

DC-60

DC-69

DC-83DC-82

DC-68DC-67

DC-81

DC-59

DC-66

DC-80

DC-65

DC-79DC-78

DC-64

DC-45

DC-46

DC-58

DC-77

DC-63

EC-4 EC-5 EC-6 EC-7 EC-8

EC-9 EC-10

EC-11

EC-15EC-16

EC-17

EC-18 EC-19 EC-20EC-21 EC-22 EC-23 EC-24

EC-25 EC-26

EC-30

EC-29EC-28

EC-27

EC-31 EC-32 EC-33 EC-34 EC-35 EC-36 EC-37 EC-38 EC-39 EC-40 EC-41

EC-42 EC-43 EC-44

EC-47 EC-48 EC-49 EC-50 EC-51 EC-52 EC-53 EC-54 EC-55 EC-56

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EC-60

EC-69

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EC-81

EC-59

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EC-80

EC-65

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EC-64

EC-12 EC-13 EC-14

EC-45 EC-46

EC-58

EC-77

EC-63

EC-1EC-2EC-3

EC-76

CC-1 CC-2 CC-3CC-4

CC-5 CC-6 CC-7 CC-8 CC-9 CC-10

CC-11 CC-12

CC-13

CC-14 CC-15CC-16 CC-17

CC-18

CC-19

CC-20CC-21 CC-22

CC-23CC-24

CC-27CC-26CC-25CC-28

CC-29 CC-30 CC-31 CC-32 CC-33 CC-34 CC-35 CC-36 CC-37 CC-38 CC-39 CC-40 CC-41 CC-42 CC-43

CC-44

CC-59CC-58CC-57CC-56CC-55CC-54CC-53CC-52CC-51CC-50CC-49CC-48CC-47CC-46CC-45

CC-60

CC-61 CC-62

CC-63

CC-74CC-73CC-72CC-71CC-70CC-69CC-68CC-67CC-66CC-65CC-64

CC-85CC-84CC-83CC-82CC-81CC-80CC-79

CC-78

CC-77CC-75 CC-76

FC-4 FC-5 FC-6 FC-7 FC-8

FC-9 FC-10

FC-11

FC-15

FC-16FC-17

FC-18 FC-19 FC-20 FC-21 FC-22 FC-23FC-24

FC-25

FC-26

FC-30

FC-29FC-28FC-27

FC-31 FC-32 FC-33 FC-34 FC-35 FC-36 FC-37 FC-38 FC-39 FC-40 FC-41

FC-42 FC-43 FC-44

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D-480

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D-480

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Page 2: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

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AC-1 AC-2 AC-3AC-4

AC-5 AC-6 AC-7 AC-8 AC-9 AC-10 AC-11 AC-12

AC-13AC-14 AC-15

AC-16 AC-17

AC-18 AC-19

AC-20

AC-21 AC-22

AC-23

AC-24

AC-27AC-26AC-25 AC-28

AC-29 AC-30 AC-31 AC-32 AC-33 AC-34 AC-35 AC-36 AC-37 AC-38 AC-39 AC-40 AC-41 AC-42 AC-43 AC-44

AC-59AC-58AC-57AC-56AC-55AC-54AC-53AC-52AC-51AC-50AC-49AC-48AC-47AC-46AC-45

AC-60 AC-61 AC-62 AC-63

AC-74AC-73AC-72AC-71AC-70AC-69AC-68AC-67AC-66AC-65AC-64

AC-85AC-84AC-83AC-82AC-81AC-80AC-79AC-78AC-77AC-75 AC-76

BC-1 BC-2 BC-3BC-4

BC-5 BC-6 BC-7 BC-8 BC-9 BC-10 BC-11 BC-12

BC-13BC-14 BC-15

BC-16 BC-17

BC-18 BC-19

BC-20

BC-21 BC-22

BC-23

BC-24

BC-27BC-26BC-25 BC-28

BC-29 BC-30 BC-31 BC-32 BC-33 BC-34 BC-35 BC-36 BC-37 BC-38 BC-39 BC-40 BC-41 BC-42

BC-43

BC-44

BC-59BC-58BC-57BC-56BC-55BC-54BC-53BC-52BC-51BC-50BC-49BC-48

BC-47BC-46BC-45

BC-60BC-61 BC-62 BC-63

BC-74BC-73BC-72BC-71BC-70BC-69BC-68BC-67BC-66BC-65BC-64

BC-85BC-84BC-83BC-82BC-81BC-80BC-79BC-78BC-77BC-75 BC-76

DC-4 DC-5 DC-6 DC-7 DC-8 DC-9 DC-10DC-11

DC-15 DC-16

DC-17 DC-18 DC-19 DC-20DC-21

DC-22 DC-23DC-24

DC-25 DC-26

DC-30

DC-29DC-28DC-27

DC-31

DC-32 DC-33 DC-34 DC-35 DC-36 DC-37 DC-38 DC-39 DC-40 DC-41

DC-42 DC-43 DC-44

DC-47 DC-48DC-49

DC-50 DC-51 DC-52 DC-53DC-54 DC-55 DC-56

DC-57

DC-61

DC-62

DC-73

DC-72DC-71DC-70

DC-84

DC-85 DC-74 DC-75

DC-60

DC-69

DC-83DC-82

DC-68

DC-67

DC-81

DC-59

DC-66

DC-80

DC-65

DC-79DC-78

DC-64

DC-45

DC-46

DC-58

DC-77

DC-63

EC-4 EC-5 EC-6 EC-7 EC-8 EC-9 EC-10EC-11

EC-15 EC-16

EC-17 EC-18 EC-19 EC-20EC-21

EC-22 EC-23EC-24

EC-25 EC-26

EC-30

EC-29EC-28EC-27

EC-31

EC-32 EC-33 EC-34 EC-35 EC-36 EC-37 EC-38 EC-39 EC-40 EC-41

EC-42 EC-43 EC-44

EC-47 EC-48EC-49

EC-50 EC-51 EC-52 EC-53EC-54 EC-55 EC-56

EC-57

EC-61

EC-62

EC-73EC-72EC-71EC-70

EC-84

EC-85 EC-74 EC-75

EC-60

EC-69

EC-83EC-82

EC-68

EC-67

EC-81

EC-59

EC-66

EC-80

EC-65

EC-79EC-78

EC-64

EC-12 EC-13 EC-14

EC-45 EC-46

EC-58

EC-77

EC-63

EC-1EC-2EC-3

EC-76

CC-1 CC-2 CC-3CC-4

CC-5 CC-6 CC-7 CC-8 CC-9 CC-10 CC-11 CC-12

CC-13CC-14 CC-15

CC-16 CC-17

CC-18 CC-19

CC-20

CC-21 CC-22

CC-23

CC-24

CC-27CC-26CC-25 CC-28

CC-29 CC-30 CC-31 CC-32 CC-33 CC-34 CC-35 CC-36 CC-37 CC-38 CC-39 CC-40 CC-41 CC-42

CC-43

CC-44

CC-59CC-58CC-57CC-56CC-55CC-54CC-53CC-52CC-51CC-50CC-49CC-48CC-47CC-46CC-45

CC-60

CC-61

CC-62 CC-63

CC-74CC-73CC-72CC-71CC-70CC-69CC-68CC-67CC-66CC-65CC-64

CC-85CC-84CC-83CC-82CC-81CC-80CC-79CC-78CC-77CC-75 CC-76

FC-4 FC-5 FC-6 FC-7 FC-8 FC-9 FC-10

FC-11

FC-15

FC-16

FC-17 FC-18 FC-19 FC-20FC-21

FC-22 FC-23FC-24

FC-25

FC-26

FC-30

FC-29FC-28FC-27

FC-31FC-32 FC-33 FC-34

FC-35 FC-36 FC-37 FC-38 FC-39 FC-40 FC-41

FC-42 FC-43 FC-44

FC-47 FC-48FC-49 FC-50 FC-51 FC-52 FC-53 FC-54 FC-55 FC-56

FC-57

FC-61 FC-62

FC-73FC-72

FC-71FC-70

FC-84

FC-85

FC-60

FC-69

FC-83FC-82

FC-68

FC-67

FC-81

FC-59

FC-66

FC-80

FC-65

FC-79FC-78

FC-64

FC-12

FC-13

FC-45

FC-46

FC-58

FC-77

FC-63

EC-86

EC-87EC-88

D-480

D-480

X

A+B AA

SEC. AT (Y-Y)

CD

AS/DETAIL AS/DETAIL

A+B AAC

D

SEC. AT (X-X)

C+DA

A B

AS/DETAIL AS/DETAIL

C C

C C

C C

C+DA

A BC C

P.C.C.1:4:8

RAFT

P.C.C.1:4:8

RAFT

LAYER ARRANGEMENT FOR RAFT STEEL

A

A

X

Page 3: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

14175

2630

2255

2630

64570

2387

4430

1200

5045

1177

5

4295

1885

2000

7290

2295

1177

5

2295

2750

1884

5045

1177

5

5045

1192

4430

2397

26735

2630

2255

2630

52010

7290

1895

0

14175

2630

2255

2630

62840

2000

25005

2630

2255

2630

52010

1895

0

14175

2630

2255

2630

62840

2000

25005

2630

2255

2630

52010

1895

0

PROP

OSED

PRO

JECT

"MAN

ORAM

A HE

IGHT

S" F

OR M

/S N

EELK

ANTH

DEV

ELOP

ERS

DRAW

ING

TITL

E:

RAFT

FOO

TING

LAY

OUT

PLAN

& D

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DALI

P

CADD

DEV

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STRU

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AL C

ONS.

B-1,

ASH

OK V

IHAR

, NEA

R SE

C.- 1

1, M

ALVI

YA N

AGAR

, JAI

PUR-

17M

OBIL

E: 9

4142

977

88

PRIM

E TE

CH D

ESIG

N CO

NSUL

TANT

SSC

ALE:

N.T

.S.

PADA

M C

. BAI

RATH

I AR

CHIT

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MAR

. 14/

2017

S-05

DRAW

ING.

NO.

DATE

:

201-

202,

GEE

TA E

NCLA

VE ,

C-SC

HEM

E , J

AIPU

R.at

Kha

sra

No. 1

26,1

27/1

, 128

, 129

, 131

Vill

age

Naro

tam

pura

, Teh

sil-

Sang

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pur

AC-1 AC-2 AC-3AC-4

AC-5 AC-6 AC-7 AC-8 AC-9 AC-10 AC-11 AC-12

AC-13AC-14 AC-15

AC-16 AC-17

AC-18 AC-19AC-20

AC-21 AC-22

AC-23

AC-24

AC-27AC-26AC-25 AC-28

AC-29 AC-30 AC-31 AC-32 AC-33 AC-34 AC-35 AC-36 AC-37 AC-38 AC-39 AC-40 AC-41 AC-42 AC-43 AC-44

AC-59AC-58AC-57AC-56AC-55AC-54AC-53AC-52AC-51AC-50AC-49AC-48AC-47AC-46AC-45

AC-60 AC-61 AC-62 AC-63

AC-74AC-73AC-72AC-71AC-70AC-69AC-68AC-67AC-66AC-65AC-64

AC-85AC-84AC-83AC-82AC-81AC-80AC-79AC-78AC-77AC-75 AC-76

BC-1 BC-2 BC-3BC-4

BC-5 BC-6 BC-7 BC-8 BC-9 BC-10 BC-11 BC-12

BC-13 BC-14 BC-15

BC-16 BC-17

BC-18 BC-19

BC-20

BC-21

BC-22

BC-23

BC-24

BC-27BC-26BC-25

BC-28

BC-29 BC-30 BC-31 BC-32 BC-33 BC-34 BC-35 BC-36 BC-37 BC-38 BC-39 BC-40 BC-41 BC-42

BC-43BC-44

BC-59

BC-58BC-57BC-56BC-55BC-54BC-53BC-52BC-51BC-50BC-49BC-48BC-47BC-46BC-45

BC-60

BC-61

BC-62

BC-63

BC-74BC-73BC-72BC-71BC-70BC-69BC-68BC-67BC-66BC-65BC-64

BC-85BC-84BC-83BC-82BC-81BC-80BC-79BC-78BC-77BC-75 BC-76

DC-4 DC-5 DC-6 DC-7 DC-8 DC-9 DC-10DC-11

DC-15 DC-16

DC-17 DC-18DC-19 DC-20

DC-21DC-22 DC-23

DC-24

DC-25 DC-26

DC-30

DC-29DC-28DC-27

DC-31

DC-32 DC-33 DC-34 DC-35 DC-36 DC-37 DC-38 DC-39 DC-40 DC-41

DC-42 DC-43 DC-44

DC-47 DC-48

DC-49

DC-50 DC-51 DC-52 DC-53 DC-54 DC-55 DC-56

DC-57

DC-61

DC-62

DC-73DC-72DC-71DC-70

DC-84

DC-85 DC-74 DC-75

DC-60

DC-69

DC-83DC-82

DC-68DC-67

DC-81

DC-59

DC-66

DC-80

DC-65

DC-79DC-78

DC-64

DC-45

DC-46

DC-58

DC-77

DC-63

EC-4 EC-5 EC-6 EC-7 EC-8 EC-9 EC-10EC-11

EC-15 EC-16

EC-17

EC-18EC-19 EC-20

EC-21

EC-22 EC-23

EC-24EC-25 EC-26

EC-30

EC-29EC-28EC-27

EC-31

EC-32 EC-33 EC-34 EC-35 EC-36 EC-37 EC-38 EC-39 EC-40 EC-41

EC-42 EC-43 EC-44

EC-47 EC-48EC-49 EC-50 EC-51 EC-52 EC-53 EC-54 EC-55 EC-56

EC-57

EC-61 EC-62

EC-73EC-72EC-71EC-70

EC-84

EC-85 EC-74 EC-75

EC-60

EC-69

EC-83

EC-82

EC-68

EC-67

EC-81

EC-59

EC-66

EC-80

EC-65

EC-79EC-78

EC-64

EC-12 EC-13 EC-14

EC-45EC-46

EC-58

EC-77

EC-63

EC-1EC-2

EC-3

EC-76

CC-1 CC-2 CC-3CC-4

CC-5 CC-6 CC-7 CC-8 CC-9 CC-10 CC-11 CC-12

CC-13 CC-14 CC-15

CC-16 CC-17

CC-18

CC-19

CC-20

CC-21 CC-22

CC-23

CC-24

CC-27CC-26CC-25CC-28

CC-29 CC-30 CC-31

CC-32

CC-33 CC-34 CC-35 CC-36 CC-37 CC-38 CC-39 CC-40 CC-41 CC-42

CC-43CC-44

CC-59

CC-58CC-57CC-56CC-55CC-54CC-53CC-52CC-51CC-50CC-49CC-48CC-47CC-46CC-45

CC-60

CC-61 CC-62CC-63

CC-74CC-73CC-72CC-71CC-70CC-69CC-68CC-67CC-66CC-65CC-64

CC-85CC-84CC-83CC-82CC-81CC-80CC-79CC-78CC-77CC-75 CC-76

FC-4 FC-5 FC-6 FC-7 FC-8 FC-9 FC-10

FC-11

FC-15

FC-16FC-17

FC-18FC-19 FC-20

FC-21FC-22 FC-23 FC-24

FC-25

FC-26

FC-30

FC-29FC-28FC-27

FC-31FC-32 FC-33 FC-34

FC-35 FC-36 FC-37 FC-38 FC-39 FC-40 FC-41

FC-42 FC-43 FC-44

FC-47 FC-48FC-49 FC-50 FC-51 FC-52 FC-53 FC-54 FC-55 FC-56

FC-57

FC-61

FC-62

FC-73FC-72

FC-71FC-70

FC-84

FC-85

FC-60

FC-69

FC-83FC-82

FC-68FC-67

FC-81

FC-59

FC-66

FC-80

FC-65

FC-79FC-78

FC-64

FC-12

FC-13

FC-45FC-46

FC-58

FC-77

FC-63

EC-86

EC-87EC-88

12mmØ@200C/C

16mmØ@200C/C

LEGENDS FOR EXTRA REINF.CONC. GRADE:- M-25STEEL GRADE:- Fe-500 D

RAFT

TOP

EXT

RA R

EINF

ORCE

MEN

T PL

AN (P

ARAL

LEL

TO X

-DIR

ECTI

ON)

RAFT TOP EXTRA REINFORCEMENT PLAN (PARALLEL TO X-DIRECTION)

13729

2645

9860

3045

9768

3045

9767

3045

9865

3045

3045

5287

5287

3045

9860

3045

9860

3045

9860

3045

13729

2645

9860

3045

9768

3045

9767

3045

9865

3045

5287

3045

3045

1094

5

5287

3045

9860

3045

9860

3045

9860

3045

13729

2645

9860

3047

9768

3047

9767

3045

9865

3045

5287

3045

3045

1067

1

9860

3045

9860

3045

9860

3045

5287

3045

EARTH FILLINGEARTH FILLINGEARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING

EARTH FILLING EARTH FILLING

EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLING

Y

XDIRECTION SYMBOL

RAFT TOP EXTRA REINFORCEMENT

(PARALLEL TO X-DIRECTION)

TYPICAL DETAIL OF

RAFT TOP EXTRA REINFORCEMENT(PARALLEL TO X-DIRECTION)(AS/DETAIL)

1500

300 300

900

600 900 900 600

450

750 750

900

300300600

300600 600

10001000

3045

1068

0

EART

H FI

LLIN

G

13637

2645

9767

3045

13637

2645

976730

45

9767

3045

13637

2645

1000 1000

1000

1000

100010001000

1500

1000 1000

1000

1000

1000

10001000

10001000

10001000

10001000

10001000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000 10001000

10001000

100010001000 10001000

1500

300 300

900

600 900 900 600

450

750 750

900

300300600

300600 600

10001000

1000 1000

1000

1000

100010001000

1500

1000 1000

1000

1000

1000

10001000

10001000

10001000

10001000

10001000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000 10001000

10001000

100010001000 10001000

1500

300 300

900

600 900 900 600

450

750 750

900

300300600

300600 600

10001000

1000 1000

1000

1000

100010001000

1500

1000 1000

1000

1000

1000

10001000

10001000

10001000

10001000

10001000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000

1000 10001000

10001000

100010001000 10001000

X

A+B AA

SEC. AT (Y-Y)

CD

AS/DETAIL AS/DETAIL

A+B AAC

D

SEC. AT (X-X)

C+DA

A B

AS/DETAIL AS/DETAIL

C C

C C

C C

C+DA

A BC C

P.C.C.1:4:8

RAFT

P.C.C.1:4:8

RAFT

LAYER ARRANGEMENT FOR RAFT STEEL

A

A

X

Page 4: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

14175

2630

2255

2630

64570

2387

4430

1200

5045

1177

5

4295

1885

2000

7290

2295

1177

5

2295

2750

1884

5045

1177

5

5045

1192

4430

2397

26735

2630

2255

2630

52010

7290

1895

0

14175

2630

2255

2630

62840

2000

25005

2630

2255

2630

52010

1895

0

14175

2630

2255

2630

62840

2000

25005

2630

2255

2630

52010

1895

0

PROP

OSED

PRO

JECT

"MAN

ORAM

A HE

IGHT

S" F

OR M

/S N

EELK

ANTH

DEV

ELOP

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DRAW

ING

TITL

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RAFT

FOO

TING

LAY

OUT

PLAN

& D

ETAI

L -4

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ECT:

DALI

P

CADD

DEV

ELOP

ED

STRU

CTUR

AL C

ONS.

B-1,

ASH

OK V

IHAR

, NEA

R SE

C.- 1

1, M

ALVI

YA N

AGAR

, JAI

PUR-

17M

OBIL

E: 9

4142

977

88

PRIM

E TE

CH D

ESIG

N CO

NSUL

TANT

SSC

ALE:

N.T

.S.

PADA

M C

. BAI

RATH

I AR

CHIT

ECTS

MAR

. 14/

2017

S-06

DRAW

ING.

NO.

DATE

:

201-

202,

GEE

TA E

NCLA

VE ,

C-SC

HEM

E , J

AIPU

R.at

Kha

sra

No. 1

26,1

27/1

, 128

, 129

, 131

Vill

age

Naro

tam

pura

, Teh

sil-

Sang

aner

, Jai

pur

AC-1 AC-2 AC-3

AC-4

AC-5 AC-6 AC-7 AC-8 AC-9 AC-10 AC-11 AC-12

AC-13

AC-14 AC-15

AC-16 AC-17

AC-18 AC-19 AC-20AC-21 AC-22

AC-23AC-24

AC-27AC-26AC-25 AC-28

AC-29 AC-30 AC-31 AC-32 AC-33 AC-34 AC-35 AC-36 AC-37 AC-38 AC-39 AC-40 AC-41 AC-42 AC-43 AC-44

AC-59AC-58AC-57AC-56AC-55AC-54AC-53AC-52AC-51AC-50AC-49AC-48AC-47AC-46

AC-45

AC-60 AC-61 AC-62 AC-63

AC-74AC-73AC-72AC-71AC-70AC-69AC-68AC-67AC-66AC-65AC-64

AC-85AC-84AC-83AC-82AC-81AC-80AC-79AC-78AC-77AC-75 AC-76

BC-1 BC-2 BC-3

BC-4

BC-5 BC-6 BC-7 BC-8 BC-9 BC-10 BC-11 BC-12

BC-13

BC-14 BC-15

BC-16 BC-17

BC-18 BC-19BC-20

BC-21 BC-22BC-23

BC-24

BC-27BC-26BC-25

BC-28

BC-29 BC-30 BC-31 BC-32 BC-33 BC-34 BC-35 BC-36 BC-37 BC-38 BC-39 BC-40 BC-41 BC-42

BC-43BC-44

BC-59

BC-58BC-57BC-56BC-55BC-54BC-53BC-52BC-51BC-50BC-49BC-48BC-47BC-46BC-45

BC-60

BC-61

BC-62

BC-63

BC-74BC-73BC-72BC-71BC-70BC-69BC-68BC-67BC-66BC-65BC-64

BC-85BC-84BC-83BC-82BC-81BC-80BC-79BC-78BC-77BC-75 BC-76

DC-4 DC-5 DC-6 DC-7 DC-8 DC-9 DC-10DC-11

DC-15 DC-16

DC-17 DC-18DC-19 DC-20

DC-21DC-22 DC-23

DC-24

DC-25 DC-26

DC-30

DC-29DC-28DC-27

DC-31

DC-32 DC-33 DC-34 DC-35 DC-36 DC-37 DC-38 DC-39 DC-40 DC-41

DC-42 DC-43 DC-44

DC-47 DC-48

DC-49

DC-50 DC-51 DC-52 DC-53 DC-54 DC-55 DC-56

DC-57

DC-61

DC-62

DC-73DC-72DC-71DC-70

DC-84

DC-85 DC-74 DC-75

DC-60

DC-69

DC-83DC-82

DC-68DC-67

DC-81

DC-59

DC-66

DC-80

DC-65

DC-79

DC-78

DC-64

DC-45

DC-46

DC-58

DC-77

DC-63

EC-4 EC-5 EC-6 EC-7 EC-8 EC-9 EC-10EC-11

EC-15 EC-16

EC-17

EC-18EC-19 EC-20

EC-21

EC-22 EC-23

EC-24EC-25 EC-26

EC-30

EC-29EC-28EC-27

EC-31

EC-32 EC-33 EC-34 EC-35 EC-36 EC-37 EC-38 EC-39 EC-40 EC-41

EC-42 EC-43 EC-44

EC-47 EC-48EC-49 EC-50 EC-51 EC-52 EC-53 EC-54 EC-55 EC-56

EC-57

EC-61 EC-62

EC-73EC-72EC-71EC-70

EC-84

EC-85 EC-74 EC-75

EC-60

EC-69

EC-83

EC-82

EC-68

EC-67

EC-81

EC-59

EC-66

EC-80

EC-65

EC-79EC-78

EC-64

EC-12 EC-13 EC-14

EC-45EC-46

EC-58

EC-77

EC-63

EC-1EC-2EC-3

EC-76

CC-1 CC-2 CC-3CC-4

CC-5 CC-6 CC-7 CC-8 CC-9 CC-10 CC-11 CC-12

CC-13

CC-14 CC-15

CC-16 CC-17

CC-18

CC-19

CC-20CC-21 CC-22

CC-23

CC-24

CC-27CC-26CC-25CC-28

CC-29 CC-30 CC-31

CC-32

CC-33 CC-34 CC-35 CC-36 CC-37 CC-38 CC-39 CC-40 CC-41 CC-42

CC-43CC-44

CC-59

CC-58CC-57CC-56CC-55CC-54CC-53CC-52CC-51CC-50CC-49CC-48CC-47CC-46

CC-45

CC-60

CC-61 CC-62CC-63

CC-74CC-73CC-72CC-71CC-70CC-69CC-68CC-67CC-66CC-65CC-64

CC-85CC-84CC-83CC-82CC-81CC-80CC-79CC-78CC-77CC-75 CC-76

FC-4 FC-5 FC-6 FC-7 FC-8 FC-9 FC-10

FC-11

FC-15

FC-16FC-17

FC-18FC-19 FC-20

FC-21FC-22 FC-23 FC-24

FC-25

FC-26

FC-30

FC-29FC-28FC-27

FC-31FC-32 FC-33 FC-34

FC-35 FC-36 FC-37 FC-38 FC-39 FC-40 FC-41

FC-42 FC-43 FC-44

FC-47 FC-48FC-49 FC-50 FC-51 FC-52 FC-53 FC-54 FC-55 FC-56

FC-57

FC-61

FC-62

FC-73FC-72

FC-71FC-70

FC-84

FC-85

FC-60

FC-69

FC-83FC-82

FC-68FC-67

FC-81

FC-59

FC-66

FC-80

FC-65

FC-79FC-78

FC-64

FC-12

FC-13

FC-45FC-46

FC-58

FC-77

FC-63

EC-86

EC-87EC-88

12mmØ@200C/C

LEGENDS FOR EXTRA REINF.CONC. GRADE:- M-25STEEL GRADE:- Fe-500 D

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EARTH FILLINGEARTH FILLINGEARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING

EARTH FILLING EARTH FILLING

EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLING

Y

XDIRECTION SYMBOL

RAFT TOP EXTRA REINFORCEMENT

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TYPICAL DETAIL OF

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Page 5: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

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750

750

750

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1500

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750

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750

750

750

750

750

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750

750

750

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750

750

750

750

750

750

750

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750

750

750

750750

750

750

750 750

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750

750

750

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AC-1 AC-2 AC-3AC-4

AC-5 AC-6 AC-7 AC-8 AC-9 AC-10 AC-11 AC-12

AC-13AC-14 AC-15

AC-16

AC-17

AC-18 AC-19

AC-20

AC-21 AC-22

AC-23

AC-24

AC-27AC-26AC-25 AC-28

AC-29 AC-30 AC-31 AC-32 AC-33 AC-34 AC-35 AC-36 AC-37 AC-38 AC-39 AC-40 AC-41 AC-42 AC-43 AC-44

AC-59AC-58

AC-57

AC-56AC-55AC-54

AC-53

AC-52AC-51AC-50

AC-49

AC-48AC-47AC-46AC-45

AC-60 AC-61 AC-62 AC-63

AC-74AC-73AC-72AC-71AC-70AC-69AC-68AC-67AC-66AC-65AC-64

AC-85AC-84AC-83AC-82AC-81AC-80AC-79AC-78AC-77AC-75 AC-76

BC-1 BC-2 BC-3BC-4

BC-5 BC-6 BC-7 BC-8 BC-9 BC-10 BC-11 BC-12

BC-13 BC-14 BC-15

BC-16

BC-17

BC-18 BC-19

BC-20

BC-21 BC-22

BC-23 BC-24

BC-27BC-26BC-25 BC-28

BC-29 BC-30 BC-31 BC-32 BC-33 BC-34 BC-35 BC-36 BC-37 BC-38 BC-39 BC-40 BC-41 BC-42

BC-43

BC-44

BC-59BC-58

BC-57

BC-56BC-55BC-54

BC-53

BC-52BC-51BC-50

BC-49

BC-48BC-47BC-46BC-45

BC-60 BC-61 BC-62 BC-63

BC-74BC-73BC-72BC-71BC-70BC-69BC-68BC-67BC-66BC-65BC-64

BC-85BC-84BC-83BC-82BC-81BC-80BC-79BC-78BC-77BC-75 BC-76

DC-4 DC-5 DC-6 DC-7 DC-8 DC-9 DC-10DC-11

DC-15

DC-16

DC-17

DC-18

DC-19 DC-20

DC-21

DC-22 DC-23DC-24

DC-25 DC-26

DC-30

DC-29DC-28

DC-27

DC-31

DC-32 DC-33 DC-34 DC-35 DC-36 DC-37 DC-38 DC-39 DC-40 DC-41

DC-42 DC-43 DC-44DC-47

DC-48

DC-49

DC-50 DC-51 DC-52 DC-53 DC-54 DC-55 DC-56

DC-57

DC-61

DC-62

DC-73

DC-72DC-71DC-70

DC-84

DC-85 DC-74 DC-75

DC-60

DC-69

DC-83DC-82

DC-68DC-67

DC-81

DC-59

DC-66

DC-80

DC-65

DC-79

DC-78

DC-64

DC-45

DC-46

DC-58

DC-77

DC-63

EC-4 EC-5 EC-6 EC-7 EC-8 EC-9 EC-10EC-11

EC-15 EC-16

EC-17 EC-18

EC-19 EC-20

EC-21 EC-22 EC-23 EC-24

EC-25 EC-26

EC-30

EC-29EC-28

EC-27

EC-31

EC-32 EC-33 EC-34 EC-35 EC-36 EC-37 EC-38 EC-39 EC-40 EC-41

EC-42 EC-43 EC-44

EC-47

EC-48

EC-49

EC-50 EC-51

EC-52

EC-53 EC-54 EC-55

EC-56

EC-57

EC-61 EC-62

EC-73EC-72EC-71EC-70

EC-84

EC-85 EC-74

EC-75

EC-60

EC-69

EC-83

EC-82

EC-68

EC-67

EC-81

EC-59

EC-66

EC-80

EC-65

EC-79EC-78

EC-64

EC-12 EC-13 EC-14

EC-45

EC-46

EC-58

EC-77

EC-63

EC-1EC-2

EC-3

EC-76

CC-1 CC-2 CC-3CC-4

CC-5 CC-6 CC-7 CC-8 CC-9 CC-10 CC-11 CC-12

CC-13 CC-14 CC-15

CC-16

CC-17

CC-18

CC-19 CC-20

CC-21 CC-22

CC-23

CC-24

CC-27CC-26CC-25 CC-28

CC-29 CC-30 CC-31

CC-32

CC-33 CC-34 CC-35 CC-36 CC-37 CC-38 CC-39 CC-40 CC-41 CC-42

CC-43

CC-44

CC-59CC-58

CC-57

CC-56CC-55CC-54

CC-53

CC-52CC-51CC-50

CC-49

CC-48CC-47CC-46CC-45

CC-60

CC-61 CC-62

CC-63

CC-74CC-73CC-72CC-71CC-70CC-69CC-68CC-67CC-66CC-65CC-64

CC-85CC-84CC-83CC-82CC-81CC-80CC-79CC-78CC-77CC-75 CC-76

FC-4 FC-5 FC-6 FC-7 FC-8 FC-9 FC-10

FC-11

FC-15 FC-16

FC-17 FC-18

FC-19 FC-20

FC-21

FC-22 FC-23

FC-24

FC-25

FC-26

FC-30

FC-29FC-28

FC-27

FC-31 FC-32

FC-33

FC-34

FC-35 FC-36 FC-37 FC-38 FC-39 FC-40 FC-41

FC-42 FC-43 FC-44

FC-47

FC-48

FC-49

FC-50 FC-51

FC-52

FC-53 FC-54 FC-55

FC-56

FC-57

FC-61

FC-62

FC-73

FC-72

FC-71FC-70

FC-84 FC-85

FC-60

FC-69

FC-83FC-82

FC-68FC-67

FC-81

FC-59

FC-66

FC-80

FC-65

FC-79FC-78

FC-64

FC-12

FC-13

FC-45

FC-46

FC-58

FC-77

FC-63

EC-86

EC-87EC-88

CONC. GRADE:- M-25STEEL GRADE:- Fe-500 D

13729

2645

9860

3045

9768

3045

9767

3045

9865

3045

3045

52873045

1068

0

5287

3045

9860

3045

13637

2645

9767

3045

9860

3045

9860

3045

13729

2845

9860

3045

9768

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3045

9865

3045

5287

3045

3045

1094

5

5287

3045

9860

3045

13637

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9860

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13729

2645

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9768

3045

9767

3045

9865

3045

5287

3045

3045

1067

1

9860

3045

9860

3045

9767

3045

13637

2845

9860

3045

5287

3045

EARTH FILLINGEARTH FILLINGEARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING

EART

H FI

LLIN

G

EARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLING EARTH FILLING EARTH FILLING EARTH FILLING

EARTH FILLING EARTH FILLING

EARTH FILLING

EARTH FILLINGEARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLINGEARTH FILLING

EARTH FILLING1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200

1200 750

1200 12001200 12001200 12001200 12001200 1200 1200

1200 750

900

750

1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200

1200 750

1200 12001200 12001200 12001200 12001200 1200 1200

1200 750

750

750

1200 1200 1200 1200 1200 1200 1200 1200 1200 1200 1200

1200 750

1200 12001200 12001200 12001200 12001200 1200 1200

1200 750

750

900

750

750

750

750

750

750

550

750

750

750

750

750 750

750

750

750

750

750

750

750

750

750

75075

075

075

075

0

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

75075

055

075

075

0

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

750

75075

075

0

750 750

750 750

750

750

750

P.C.C.1:4:8

480

100

750750

525

COLUMN RINGS #8@4"C/C

DETAIL OF PADESTAL P-2

PADESTAL RINGS #10@6"C/C

RAFT AS/DETAIL

750750

750

750

AT TOP OF PADESTAL#10@6"C/C B/W

FOR INNER BARS Ldt

FOR OUTER BARS

Page 6: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

COLUMN MARKED

FOOTING

TO

1ST FLOOR LEVEL

1ST FLOOR LEVEL

TO

2ND FLOOR LEVEL

2ND FLOOR LEVEL

TO

3RD FLOOR LEVEL

3RD FLOOR LEVEL

TO

4TH FLOOR LEVEL

4TH FLOOR LEVEL

TO

5TH FLOOR LEVEL

5TH FLOOR LEVEL

TO

6TH FLOOR LEVEL

6TH FLOOR LEVEL

TO

7TH FLOOR LEVEL

7TH FLOOR LEVEL

TO

8TH FLOOR LEVEL

AC-1, AC-4, AC-5, AC-8,AC-11, AC-75, AC-78,

AC-81, AC-84

AC-2, AC-6, AC-7, AC-9,AC-10, AC-12, AC-25,AC-26, AC-27, AC-28,AC-29, AC-30, AC-31,AC-36, AC-37, AC-38,AC-39, AC-40, AC-41,AC-42, AC-44, AC-45,AC-46, AC-47, AC-48,AC-51, AC-52, AC-53,AC-54, AC-55, AC-56,AC-57, AC-58, AC-59,AC-60, AC-61, AC-62,AC-63, AC-76, AC-77,AC-79, AC-80, AC-82,

AC-83, AC-85

AC-3, AC-14, AC-21,AC-32, AC-35, AC-43,AC-71, AC-72, AC-74

AC-13, AC-15, AC-18,AC-19, AC-22, AC-24,AC-64, AC-65, AC-66,

AC-68, AC-69

AC-16, AC-17, AC-33,AC-34

AC-20, AC-23, AC-67,AC-70, AC-73

AC-49 AC-50

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"12

"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"12

"#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

10Ø

TYPICAL DETAIL OF HOOKSFOR 135° HOOK FOR 180° HOOK

10Ø

MID

ZON

E Z

2CO

NFIN

ING

ZONE

Z1

hc

FLOOR FINISH LEVEL.

TYPICAL COLUMN TRANSVERSEREINFORCEMENT DETAIL

2"

REINFORCEMENT

L

Ldc

Ldt

CONF

ININ

G ZO

NE Z

1

SPECIAL CONFINING

REI

NFOR

CEM

ENT

SPEC

IAL

CONF

ININ

G

hc

>=

H/4

>=

H/4

Z1 =

LAR

GE L

ATER

AL D

IMEN

SION

OF

COLU

MN

OR 2

4" W

HICH

EVER

IS M

AXIM

UM

#8@

4"C/

C#

8@8"

C/C

#8@

4"C/

C

PROPOSED PROJECT "MANORAMA HEIGHTS" FOR M/S NEELKANTH DEVELOPERS

DRAWING TITLE:

COLUMN SCHEDULE(BLOCK-A)

PROJECT:

KRISHNA

CADD DEVELOPED

STRUCTURAL CONS.

B-1, ASHOK VIHAR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17MOBILE: 94142 97788

PRIME TECH DESIGN CONSULTANTSSCALE: N.T.S.

PADAM C. BAIRATHI ARCHITECTS

MAR. 14/2017S-08

DRAWING. NO. DATE:

201-202, GEETA ENCLAVE , C-SCHEME , JAIPUR.at Khasra No. 126,127/1, 128, 129, 131 Village Narotampura, Tehsil- Sanganer, Jaipur

CONC. GRADE:- M-25 (MIX DESIGN)STEEL GRADE:- Fe-500 DCLEAR COVER:- 40mm

Z1

COLUMN

TYPICAL SECTION FORCONFINING ZONE(Z1)

DB

(BLOCK-A)

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

Page 7: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

COLUMN MARKED

FOOTING

TO

1ST FLOOR LEVEL

1ST FLOOR LEVEL

TO

2ND FLOOR LEVEL

2ND FLOOR LEVEL

TO

3RD FLOOR LEVEL

3RD FLOOR LEVEL

TO

4TH FLOOR LEVEL

4TH FLOOR LEVEL

TO

5TH FLOOR LEVEL

5TH FLOOR LEVEL

TO

6TH FLOOR LEVEL

6TH FLOOR LEVEL

TO

7TH FLOOR LEVEL

7TH FLOOR LEVEL

TO

8TH FLOOR LEVEL

BC-1, BC-4, BC-5, BC-8,BC-11, BC-75, BC-78,

BC-81, BC-84

BC-2, BC-6, BC-7, BC-9,BC-10, BC-12, BC-25,BC-26, BC-27, BC-28,BC-29, BC-30, BC-31,BC-36, BC-37, BC-38,BC-39, BC-40, BC-41,BC-42, BC-44, BC-45,BC-46, BC-47, BC-48,BC-51, BC-52, BC-53,BC-54, BC-55, BC-56,BC-57, BC-58, BC-59,BC-60, BC-61, BC-62,BC-63, BC-76, BC-77,BC-79, BC-80, BC-82,

BC-83, BC-85

BC-3, BC-14, BC-21,BC-32, BC-35, BC-43,BC-71, BC-72, BC-74

BC-13, BC-15, BC-18,BC-19, BC-22, BC-24,BC-64, BC-65, BC-66,

BC-68, BC-69

BC-16, BC-17, BC-33,BC-34

BC-20, BC-23, BC-67,BC-70, BC-73

BC-49 BC-50

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"12

"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"12

"#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

10Ø

TYPICAL DETAIL OF HOOKSFOR 135° HOOK FOR 180° HOOK

10Ø

MID

ZON

E Z

2CO

NFIN

ING

ZONE

Z1

hc

FLOOR FINISH LEVEL.

TYPICAL COLUMN TRANSVERSEREINFORCEMENT DETAIL

2"

REINFORCEMENT

L

Ldc

Ldt

CONF

ININ

G ZO

NE Z

1

SPECIAL CONFINING

REI

NFOR

CEM

ENT

SPEC

IAL

CONF

ININ

G

hc

>=

H/4

>=

H/4

Z1 =

LAR

GE L

ATER

AL D

IMEN

SION

OF

COLU

MN

OR 2

4" W

HICH

EVER

IS M

AXIM

UM

#8@

4"C/

C#

8@8"

C/C

#8@

4"C/

C

PROPOSED PROJECT "MANORAMA HEIGHTS" FOR M/S NEELKANTH DEVELOPERS

DRAWING TITLE:

PROJECT:

KRISHNA

CADD DEVELOPED

STRUCTURAL CONS.

B-1, ASHOK VIHAR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17MOBILE: 94142 97788

PRIME TECH DESIGN CONSULTANTSSCALE: N.T.S.

PADAM C. BAIRATHI ARCHITECTS

MAR. 14/2017S-09

DRAWING. NO. DATE:

201-202, GEETA ENCLAVE , C-SCHEME , JAIPUR.at Khasra No. 126,127/1, 128, 129, 131 Village Narotampura, Tehsil- Sanganer, Jaipur

CONC. GRADE:- M-25 (MIX DESIGN)STEEL GRADE:- Fe-500 DCLEAR COVER:- 40mm

Z1

COLUMN

TYPICAL SECTION FORCONFINING ZONE(Z1)

DB

COLUMN SCHEDULE(BLOCK-A) (BLOCK-B)

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

Page 8: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

COLUMN MARKED

FOOTING

TO

1ST FLOOR LEVEL

1ST FLOOR LEVEL

TO

2ND FLOOR LEVEL

2ND FLOOR LEVEL

TO

3RD FLOOR LEVEL

3RD FLOOR LEVEL

TO

4TH FLOOR LEVEL

4TH FLOOR LEVEL

TO

5TH FLOOR LEVEL

5TH FLOOR LEVEL

TO

6TH FLOOR LEVEL

6TH FLOOR LEVEL

TO

7TH FLOOR LEVEL

7TH FLOOR LEVEL

TO

8TH FLOOR LEVEL

CC-1, CC-4, CC-5, CC-8,CC-11, CC-75, CC-78,

CC-81, CC-84

CC-2, CC-6, CC-7, CC-9,CC-10, CC-12, CC-25,CC-26, CC-27, CC-28,CC-29, CC-30, CC-31,CC-36, CC-37, CC-38,CC-39, CC-40, CC-41,CC-42, CC-44, CC-45,CC-46, CC-47, CC-48,CC-51, CC-52, CC-53,CC-54, CC-55, CC-56,CC-57, CC-58, CC-59,CC-60, CC-61, CC-62,CC-63, CC-76, CC-77,CC-79, CC-80, CC-82,

CC-83, CC-85

CC-3, CC-14, CC-21,CC-32, CC-35, CC-43,CC-71, CC-72, CC-74

CC-13, CC-15, CC-18,CC-19, CC-22, CC-24,CC-64, CC-65, CC-66,

CC-68, CC-69

CC-16, CC-17, CC-33,CC-34

CC-20, CC-23, CC-67,CC-70, CC-73

CC-49 CC-50

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"12

"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"12

"#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

2#20 + 4#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

10Ø

TYPICAL DETAIL OF HOOKSFOR 135° HOOK FOR 180° HOOK

10Ø

MID

ZON

E Z

2CO

NFIN

ING

ZONE

Z1

hc

FLOOR FINISH LEVEL.

TYPICAL COLUMN TRANSVERSEREINFORCEMENT DETAIL

2"

REINFORCEMENT

L

Ldc

Ldt

CONF

ININ

G ZO

NE Z

1

SPECIAL CONFINING

REI

NFOR

CEM

ENT

SPEC

IAL

CONF

ININ

G

hc

>=

H/4

>=

H/4

Z1 =

LAR

GE L

ATER

AL D

IMEN

SION

OF

COLU

MN

OR 2

4" W

HICH

EVER

IS M

AXIM

UM

#8@

4"C/

C#

8@8"

C/C

#8@

4"C/

C

PROPOSED PROJECT "MANORAMA HEIGHTS" FOR M/S NEELKANTH DEVELOPERS

DRAWING TITLE:

PROJECT:

KRISHNA

CADD DEVELOPED

STRUCTURAL CONS.

B-1, ASHOK VIHAR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17MOBILE: 94142 97788

PRIME TECH DESIGN CONSULTANTSSCALE: N.T.S.

PADAM C. BAIRATHI ARCHITECTS

MAR. 14/2017S-10

DRAWING. NO. DATE:

201-202, GEETA ENCLAVE , C-SCHEME , JAIPUR.at Khasra No. 126,127/1, 128, 129, 131 Village Narotampura, Tehsil- Sanganer, Jaipur

CONC. GRADE:- M-25 (MIX DESIGN)STEEL GRADE:- Fe-500 DCLEAR COVER:- 40mm

Z1

COLUMN

TYPICAL SECTION FORCONFINING ZONE(Z1)

DB

COLUMN SCHEDULE(BLOCK-A) (BLOCK-C)

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

Page 9: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

COLUMN MARKED

FOOTING

TO

1ST FLOOR LEVEL

1ST FLOOR LEVEL

TO

2ND FLOOR LEVEL

2ND FLOOR LEVEL

TO

3RD FLOOR LEVEL

3RD FLOOR LEVEL

TO

4TH FLOOR LEVEL

4TH FLOOR LEVEL

TO

5TH FLOOR LEVEL

5TH FLOOR LEVEL

TO

6TH FLOOR LEVEL

6TH FLOOR LEVEL

TO

7TH FLOOR LEVEL

7TH FLOOR LEVEL

TO

8TH FLOOR LEVEL

DC-4, DC-26, DC-27,DC-49, DC-58, DC-70,

DC-77, DC-80

DC-5, DC-8, DC-44, DC-82 DC-6, DC-7, DC-9, DC-10,DC-28, DC-29, DC-30,DC-31, DC-32, DC-34,DC-35, DC-36, DC-37,DC-38, DC-39, DC-40,DC-41, DC-42, DC-45,DC-50, DC-51, DC-52,DC-53, DC-54, DC-55,DC-56, DC-57, DC-59,DC-60, DC-62, DC-81,

DC-83, DC-84

DC-11, DC-15, DC-85 DC-16, DC-79 DC-17, DC-19, DC-20,DC-22, DC-23, DC-24,DC-25, DC-46, DC-61,DC-63, DC-66, DC-67,

DC-69, DC-71

DC-18, DC-21, DC-43,DC-68

DC-33 DC-47, DC-48 DC-64, DC-65 DC-72, DC-74, DC-75 DC-73 DC-78

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"12

"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #20

6#20

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #20

6#20

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

PROPOSED PROJECT "MANORAMA HEIGHTS" FOR M/S NEELKANTH DEVELOPERS

DRAWING TITLE:

COLUMN SCHEDULE (BLOCK-D)

PROJECT:

KRISHNA

CADD DEVELOPED

STRUCTURAL CONS.

B-1, ASHOK VIHAR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17MOBILE: 94142 97788

PRIME TECH DESIGN CONSULTANTSSCALE: N.T.S.

PADAM C. BAIRATHI ARCHITECTS

MAR. 14/2017S-11

DRAWING. NO. DATE:

201-202, GEETA ENCLAVE , C-SCHEME , JAIPUR.at Khasra No. 126,127/1, 128, 129, 131 Village Narotampura, Tehsil- Sanganer, Jaipur

(BLOCK-D)

10Ø

TYPI

CAL

DETA

IL O

F HO

OKS

FOR 135° HOOK

FOR 180° HOOK

10Ø

MID ZONE Z2

CONFINING ZONE Z1

hc

FLOO

R FI

NISH

LEV

EL.

TYPI

CAL

COLU

MN

TRAN

SVER

SERE

INFO

RCEM

ENT

DETA

IL

2"

REI

NFOR

CEM

ENT

LLdc

LdtCONFINING ZONE

Z1

SPEC

IAL

CONF

ININ

G

REINFORCEMENTSPECIAL CONFINING

hc

>=H/4>=H/4

Z1 = LARGE LATERAL DIMENSION OF COLUMNOR 24" WHICHEVER IS MAXIMUM

#8@4"C/C#8@8"C/C#8@4"C/C

Z1

COLUMN

TYPICAL SECTION FORCONFINING ZONE(Z1)

D

B

CONC. GRADE:- M-25 (MIX DESIGN)STEEL GRADE:- Fe-500 DCLEAR COVER:- 40mm

Page 10: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

COLUMN MARKED

FOOTING

TO

1ST FLOOR LEVEL

1ST FLOOR LEVEL

TO

2ND FLOOR LEVEL

2ND FLOOR LEVEL

TO

3RD FLOOR LEVEL

3RD FLOOR LEVEL

TO

4TH FLOOR LEVEL

4TH FLOOR LEVEL

TO

5TH FLOOR LEVEL

5TH FLOOR LEVEL

TO

6TH FLOOR LEVEL

6TH FLOOR LEVEL

TO

7TH FLOOR LEVEL

7TH FLOOR LEVEL

TO

8TH FLOOR LEVEL

EC-2, EC-1, EC-11, EC-14,EC-76, EC-85, EC-86,

EC-88

EC-3, EC-8, EC-44, EC-82,EC-87

EC-4, EC-7, EC-26, EC-31,EC-55, EC-57, EC-58,EC-70, EC-77, EC-80,

EC-83

EC-5 EC-6, EC-9, EC-10, EC-28,EC-29, EC-30, EC-32,EC-35, EC-36, EC-37,EC-38, EC-39, EC-40,EC-41, EC-42, EC-50,EC-51, EC-52, EC-53,EC-54, EC-56, EC-59,EC-60, EC-62, EC-71,

EC-81, EC-84

EC-12, EC-15, EC-72 EC-13, EC-16, EC-73,EC-75

EC-17, EC-61, EC-63 EC-18, EC-21, EC-43,EC-68

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"9" #20

6#20

M25 : Fe500 D : COVER = 40mm

16"

9" #20

6#20

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

COLUMN MARKED

FOOTING

TO

1ST FLOOR LEVEL

1ST FLOOR LEVEL

TO

2ND FLOOR LEVEL

2ND FLOOR LEVEL

TO

3RD FLOOR LEVEL

3RD FLOOR LEVEL

TO

4TH FLOOR LEVEL

4TH FLOOR LEVEL

TO

5TH FLOOR LEVEL

5TH FLOOR LEVEL

TO

6TH FLOOR LEVEL

6TH FLOOR LEVEL

TO

7TH FLOOR LEVEL

7TH FLOOR LEVEL

TO

8TH FLOOR LEVEL

EC-19, EC-20, EC-22,EC-23, EC-24, EC-27,EC-46, EC-49, EC-66,

EC-67, EC-69

EC-25 EC-33 EC-34, EC-45 EC-47, EC-48, EC-65 EC-64 EC-74 EC-78 EC-79

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

10#25

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"9" #12

#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

10Ø

TYPI

CAL

DETA

IL O

F HO

OKS

FOR 135° HOOK

FOR 180° HOOK

10Ø

MID ZONE Z2

CONFINING ZONE Z1

hc

FLOO

R FI

NISH

LEV

EL.

TYPI

CAL

COLU

MN

TRAN

SVER

SERE

INFO

RCEM

ENT

DETA

IL

2"

REI

NFOR

CEM

ENT

LLdc

LdtCONFINING ZONE

Z1

SPEC

IAL

CONF

ININ

G

REINFORCEMENTSPECIAL CONFINING

hc

>=H/4>=H/4

Z1 = LARGE LATERAL DIMENSION OF COLUMNOR 24" WHICHEVER IS MAXIMUM

#8@4"C/C#8@8"C/C#8@4"C/C

CONC. GRADE:- M-25 (MIX DESIGN)STEEL GRADE:- Fe-500 DCLEAR COVER:- 40mm

Z1

COLUMN

TYPICAL SECTION FORCONFINING ZONE(Z1)

D

B

PROPOSED PROJECT "MANORAMA HEIGHTS" FOR M/S NEELKANTH DEVELOPERS

DRAWING TITLE:

COLUMN SCHEDULE (BLOCK-E)

PROJECT:

KRISHNA

CADD DEVELOPED

STRUCTURAL CONS.

B-1, ASHOK VIHAR, NEAR SEC.- 11, MALVIYA NAGAR, JAIPUR-17MOBILE: 94142 97788

PRIME TECH DESIGN CONSULTANTSSCALE: N.T.S.

PADAM C. BAIRATHI ARCHITECTS

MAR. 14/2017S-12

DRAWING. NO. DATE:

201-202, GEETA ENCLAVE , C-SCHEME , JAIPUR.at Khasra No. 126,127/1, 128, 129, 131 Village Narotampura, Tehsil- Sanganer, Jaipur

(BLOCK-E)

Page 11: MergedFile - Rajasthanrera.rajasthan.gov.in/Content/Project/Building/402/... · BAR DIA. Ldt /GW Column "L" in Footing Df = 480 1150 800 300 300 375 575 300 M-30 Ldt M-25 M-20 CONC.GRADE

COLUMN MARKED

FOOTING

TO

1ST FLOOR LEVEL

1ST FLOOR LEVEL

TO

2ND FLOOR LEVEL

2ND FLOOR LEVEL

TO

3RD FLOOR LEVEL

3RD FLOOR LEVEL

TO

4TH FLOOR LEVEL

4TH FLOOR LEVEL

TO

5TH FLOOR LEVEL

5TH FLOOR LEVEL

TO

6TH FLOOR LEVEL

6TH FLOOR LEVEL

TO

7TH FLOOR LEVEL

7TH FLOOR LEVEL

TO

8TH FLOOR LEVEL

FC-4, FC-7, FC-26, FC-31,FC-49, FC-58, FC-70,FC-77, FC-80, FC-83

FC-5, FC-8, FC-44, FC-82 FC-6, FC-9, FC-10, FC-28,FC-29, FC-30, FC-32,FC-35, FC-36, FC-37,FC-38, FC-39, FC-40,FC-41, FC-42, FC-50,FC-51, FC-52, FC-53,FC-54, FC-55, FC-56,FC-57, FC-59, FC-60,FC-62, FC-81, FC-84

FC-11 FC-12, FC-13, FC-15 FC-16 FC-17, FC-25

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #20

6#20

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"12

"#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

2#16 + 4#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

COLUMN MARKED

FOOTING

TO

1ST FLOOR LEVEL

1ST FLOOR LEVEL

TO

2ND FLOOR LEVEL

2ND FLOOR LEVEL

TO

3RD FLOOR LEVEL

3RD FLOOR LEVEL

TO

4TH FLOOR LEVEL

4TH FLOOR LEVEL

TO

5TH FLOOR LEVEL

5TH FLOOR LEVEL

TO

6TH FLOOR LEVEL

6TH FLOOR LEVEL

TO

7TH FLOOR LEVEL

7TH FLOOR LEVEL

TO

8TH FLOOR LEVEL

FC-18, FC-21, FC-43,FC-68

FC-19, FC-20, FC-22,FC-23, FC-24, FC-27,FC-46, FC-61, FC-63,FC-66, FC-67, FC-69,

FC-71

FC-33 FC-34, FC-45 FC-47, FC-48, FC-64,FC-65

FC-72, FC-85 FC-73, FC-79 FC-78

16"

12"

#20#25

4#25 + 2#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#20

6#20

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#16

6#16

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

12"

#12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

24"

12"

#25

12#25

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #12#16

4#16 + 2#12

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"9" #16

#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16#20

4#20 + 2#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

16"

9" #16

6#16

M25 : Fe500 D : COVER = 40mm

10Ø

TYPICAL DETAIL OF HOOKSFOR 135° HOOK FOR 180° HOOK

10Ø

MID

ZON

E Z

2CO

NFIN

ING

ZONE

Z1

hc

FLOOR FINISH LEVEL.

TYPICAL COLUMN TRANSVERSEREINFORCEMENT DETAIL

2"

REINFORCEMENT

L

Ldc

Ldt

CONF

ININ

G ZO

NE Z

1

SPECIAL CONFINING

REI

NFOR

CEM

ENT

SPEC

IAL

CONF

ININ

G

hc

>=

H/4

>=

H/4

Z1 =

LAR

GE L

ATER

AL D

IMEN

SION

OF

COLU

MN

OR 2

4" W

HICH

EVER

IS M

AXIM

UM

#8@

4"C/

C#

8@8"

C/C

#8@

4"C/

C

PROP

OSED

PRO

JECT

"MAN

ORAM

A HE

IGHT

S" F

OR M

/S N

EELK

ANTH

DEV

ELOP

ERS

DRAW

ING

TITL

E:

COLU

MN

SCHE

DULE

(BLO

CK-F

)

PROJ

ECT:

KRIS

HNA

CADD

DEV

ELOP

ED

STRU

CTUR

AL C

ONS.

B-1,

ASH

OK V

IHAR

, NEA

R SE

C.- 1

1, M

ALVI

YA N

AGAR

, JAI

PUR-

17M

OBIL

E: 9

4142

977

88

PRIM

E TE

CH D

ESIG

N CO

NSUL

TANT

SSC

ALE:

N.T

.S.

PADA

M C

. BAI

RATH

I AR

CHIT

ECTS

MAR

. 14/

2017

S-13

DRAW

ING.

NO.

DATE

:

201-

202,

GEE

TA E

NCLA

VE ,

C-SC

HEM

E , J

AIPU

R.at

Kha

sra

No. 1

26,1

27/1

, 128

, 129

, 131

Vill

age

Naro

tam

pura

, Teh

sil-

Sang

aner

, Jai

pur

(BLO

CK-F

)

Z1

COLUMN

TYPICAL SECTION FORCONFINING ZONE(Z1)

D

B

CONC

. GRA

DE:-

M-2

5 (M

IX D

ESIG

N)ST

EEL

GRAD

E:-

Fe-

500

DCL

EAR

COVE

R:-

40m

m


2. 3 LDT-7010

2. 3 LDT-7010

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