PART-A

P
UPPER COLUMN - LARGER LATERAL DIAMENSION

P
Ld +10db UPPER COLUMN LO ≥ - 800 MM
SHEAR STIRRUPS EXTRA RINGS AT THE POINT OF BEND

LO
Ld -61 CLEAR SPAN OF MEMBER (H)

75
Ld >
/ P/2

75
SLOPE 1:6 >
/ P/2
a b (MAX.)
db SPECIAL CONFINING

Ld +10db
EXTRA RINGS AT THE POINT OF BEND REINFORCEMENT IF
BEAM IS NOT
LAP LENGTH (Fe 500)

LAP
CONTINUOUS ON
U- TYPE BARS ALL FOUR SIDES.
BEAM M25 M25
b a Ld = DEVELOPMENT LENGTH - LARGER LATERAL DIAMENSION

LO
TENSION COMP. LOWER COLUMN LO ≥ - 800 MM
COLUMN IN TENSION LOWER COLUMN
-61 CLEAR SPAN OF MEMBER (H)
db = BAR DIAMETER
49D 39D
a b D = DIA OF BAR TYP. SECTION X1-X1
a b TYP. SECTION X-X LAP SPLICE -
ANCHORAGE OF BEAM BARS UPPER COLUMN TO BE PROVIDED
TERMINATION OF COLUMN BARS IN AN EXTERNAL JOINT UPPER COLUMN
ONLY IN CENTRAL
INSIDE BEAMS AT S.F. LVL. TYPICAL DETAILS OF END JOINTS IN A COLUMN. X1 X1 HALF OF THE MEMBER.

.
LM
X X NOT MORE THAN 50%
LOWER COLUMN OF BARS SHALL BE SPLICE
AT A SECTION./
LOWER COLUMN LAP LENGTH < Ld /
SPACING OF TIES > 150mm.
TYP. COLUMN SZ. REDUCTION DETAIL.
(FOR EXTERNAL COLUMNS ONLY) TYP. COLUMN SZ. REDUCTION DETAIL.
(FOR EXTERNAL COLUMNS ONLY) - LARGER LATERAL DIAMENSION
TYP. COLUMN SZ. REDUCTION DETAIL. LO ≥ - 800 MM

LO
-61 CLEAR SPAN OF MEMBER (H)

CABIN

LO
CONFINED JOINTS - LARGER LATERAL DIAMENSION
WITH BEAMS FRAMING LO ≥ - 800 MM
FIFTH FLOOR AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW
INTO ALL FOUR SIDES. -61 CLEAR SPAN OF MEMBER (H)
SPACING OF TIES
M25 : Fe500 : COVER = 40MM =2xSPECIAL CONFINING
CONFINING ZONE = 750 MM REINFORCEMENT.

SPECIAL CONFINING REINFORCEMENT

IS TO BE PROVIDED OVER l o LENGTH.
LO LM
FOURTH FLOOR AS BELOW AS BELOW AS BELOW AS BELOW T8@75c/c T8@150c/c AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW TYPICAL DETAILS OF COLUMN REINFORCEMENT.
AS BELOW

300
T16
T12
750 01-08-16 R1 COLUMN REINFORCEMENT REVISED
4-T16 + 12-T12
M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM DATE Rev PARTICULARS Drwn Check
CONFINING ZONE = 750 MM CONFINING ZONE = 750 MM
REVISIONS :

GENERAL NOTES :-
LO LM LO LM 1. ALL DIMENSIONS, UNLESS OTHERWISE STATED, ARE IN MILLIMETERS
THIRD FLOOR AS BELOW AS BELOW AS BELOW AS BELOW T8@75c/c T8@150c/c T8@75c/c T8@150c/c AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW 2. MISSING OR AMBIGUOUS DIMENSIONS IN ANY DRAWING ARE
TO BE CLARIFIED FROM AUTHORITY CONCERNED.
3. DO NOT SCALE DRAWING, FOLLOW ONLY WRITTEN DIMENSIONS.
300

300
T16
T12 T12 4. PLEASE CHECK THE DIMENSION WITH RESPECT TO ARCHITECTURAL
750 750 PLANS BEFORE EXECUTION.
16-T12 10-T16 + 6-T12
M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM STRUCTURAL NOTES :-
CONFINING ZONE = 750 MM CONFINING ZONE = 750 MM 1. TYPE OF STRUCTURE :- R.C.C. FRAMED STRUCTURE HAVING
GROUND + 4 FLOORS & ONE FUTURE FLOOR IS CONSIDERED.
ONE FUTURE FLOOR IS CONSIDERED PART A,B,C & D .
2. DESIGN FORCES :-
DEAD LOADS IS : 875(PART-1)
LIVE LOADS IS : 875(PART-2)
EARTHQUAKE LOADS IS : 1893-2002,IS:13920-1993 (EQ. ZONE III, R=5, I=1.5)
LO LM LO LM 3. SPECIFICATIONS OF P.C.C./R.C.C. WORK SHALL BE AS PER IS : 456-2000.
T8@75c/c T8@150c/c T8@75c/c T8@150c/c 4. CONCRETE GRADE:- R.C.C M 25, P.C.C (1:4:8) UNLESS SPECIFICALLY STATED.
5. (5.1) CEMENT FOR R.C.C. WORK :- 53 GRADE CEMENT.
SECOND FLOOR AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW (5.2) REINFORCEMENT :- HYSD/TMT STEEL (CRS FE-500 GRADE) UPTO PLINTH AS PER IS :1786-2008
(5.3) REINFORCEMENT :- HYSD/TMT STEEL (Fe-500D GRADE) ABOVE PLINTH AS PER IS :1786-2008
6. ALL COLUMN SIZE REDUCTION SHALL BE DONE BY EQUALLY
ON BOTH SIDE HENCE CENTER LINE OF BOTH UPPER & LOWER
300

300

T16
T12 T16 COLUMN SHOULD BE THE SAME.
750 750 7. MORTAR PROPORTION IN AERATED LIGHT WEIGHT CONCRETE BLOCK : 1:5 CEMENT MORTAR.
4-T16 + 12-T12 16-T16 8. CLEAR COVER TO REINFORCEMENT :
M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM FOOTING : 60 mm COLUMN : SIDE UP TO 200 = 30 mm
CONFINING ZONE = 750 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM SLABS : 25 mm SIDE ABOVE 200 = 40 mm.
BEAMS : 30 mm
CLEAR COVER SHALL BE MEASURED FROM STIRRUPS.
9. ORIENTATION OF COLUMN SHALL BE STRICTLY FOLLOWED AS SHOWN IN THE PLAN.
10. IN COLUMNS NOT MORE THAN 50% BARS SHALL BE SPLICED AT A SECTION.
11. ALL COLUMNS REINFORCEMENTS SHALL BE WITH STAGGERED LAP JOINT.
12. STRIPPING TIME OF FORM WORK FOR RCC- AS DECIDED BY SITE
LO LM LO LM LO LM LO LM LO LM ENGINEER IN ACCORDANCE WITH IS-456/2000.
T8@75c/c T8@150c/c T8@100c/c T8@175c/c T8@100c/c T8@175c/c T8@100c/c T8@175c/c T8@100c/c T8@175c/c 13. STRUCTURAL ENGINEER & ARCHITECT IS NOT RESPONSIBLE FOR
CENTERING,SHUTTERING, QUALITY OF CONSTRUCTION MATERIAL
FIRST FLOOR AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AND WRONG INTERPRETATION OF DRG.
14.CONTRACTOR SHALL BE FULLY RESPONSIBLE

600

600

600

600
FOR ALL EXECUTION WORK AT SITE.
300

T16 T16 T16 T16 T16 15. THE EXCAVATED AREA OF PLINTH/FOUNDATION TO BE REFILLED WITH
T12 T12 T12 T12 T12
750 800 800 800 800 MURRUM/GOOD EARTH OR AS DIRECTED BY EIC.
16. COMPACT THE MURRUM TO GIVE A FIELD DENSITY OF 60-62 KG/CFT (2.3GM/CC),
6-T16 + 10-T12 18-T16 + 2-T12 18-T16 + 2-T12 18-T16 + 2-T12 18-T16 + 2-T12
M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM 17. MINIMUM SAFE BEARING CAPACITY OF SOIL FOR FOUNDATION MUST BE
CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM 150 KN/SQM.(15.0 TON/SQM). AT 2.5 M. DEPTH FROM LOWEST EX.G.L. OR UP TO HARD STRATA.
18. DEVELOPMENT LENGTH ( Ld ) OF BAR FOR SPLICING SHALL BE ASPER
LAP LENGTH SCHEDULE OF BAR.
19. R.C.C. BAND SHOULD BE PROVIDED AT WINDOW SILL LEVEL.
20. CHICKEN WIRE MESH SHOULD BE PROVIDED AT ALL THE JUNCTION OF
R.C.C. AND BRICK WORK.
21. ABOVE ROOF LEVEL COLUMN FOR FUTURE EXPANSION SHALL BE
CONSTRUCT UP TO 1200MM HEIGHT.
LO LM LO LM LO LM LO LM
T8@100c/c T8@190c/c T8@100c/c T8@175c/c T8@100c/c T8@190c/c T8@100c/c T8@190c/c

GROUND FLOOR AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW AS BELOW
AS-BUILT DRAWINGS
600

600

600

600
T25 T16 T20
T20 T12 T20 T16
800 800 800 800 CLIENT :-
12-T25 + 8-T20 18-T16 + 2-T12 20-T20 12-T20 + 8-T16 MEDICAL EDUCATION DEPARTMENT GOVERNMENT
M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM M25 : Fe500 : COVER = 40MM
CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 750 MM CONFINING ZONE = 750 MM CONFINING ZONE = 750 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM CONFINING ZONE = 800 MM
OF RAJASTHAN

PROJECT MANAGEMENT CONSULTANT :-

FOOTING
NATIONAL BUILDINGS CONSTRUCTION
LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM LO LM
TO
PLINTH T8@100c/c T8@190c/c T8@100c/c T8@190c/c T8@100c/c T8@175c/c T8@75c/c T8@150c/c T8@75c/c T8@150c/c T8@75c/c T8@150c/c T8@100c/c T8@175c/c T8@100c/c T8@190c/c T8@100c/c T8@190c/c T8@100c/c T8@190c/c T8@100c/c T8@190c/c T8@100c/c T8@190c/c T8@100c/c T8@190c/c T8@100c/c T8@190c/c T8@100c/c T8@190c/c T8@100c/c T8@175c/c
CORPORATION LIMITED

ASSOCIATE CONSULTANT :- AKA CONSULTANTS (INDIA) PVT. LTD.

600

600

600

600

600

600

600

600

600

600

600

600

600
300

300

300

T20 T20 T16 T20 T16 T20 T16 T20 T32 T20 T25 T25 T20 T20 T25 T16 PROJECT :-
T16 T16 T12 T16 T12 T16 T12 T16 T25 T16 T20 T20 T16 T16 T20 T12
800 800 800 750 750 750 800 800 800 800 800 800 800 800 800 800 SCALE MEDICAL COLLEGE CAMPUS FOR 100 MBBS ADMISSIONS
1:150
18-T20 + 2-T16 4-T20 + 16-T16 18-T16 + 2-T12 4-T20 + 12-T16 4-T16 + 12-T12 4-T20 + 12-T16 18-T16 + 2-T12 12-T20 + 8-T16 4-T32 + 16-T25 4-T20 + 16-T16 18-T25 + 2-T20 12-T25 + 8-T20 4-T20 + 16-T16 4-T20 + 16-T16 4-T25 + 16-T20 18-T16 + 2-T12 ANNUALLY & UP GRADATION OF GOVT. DIST. HOSPITAL
AC3, AC6, AC9, AC13, INTO TEACHING HOSPITAL, DUNGARPUR,RAJASTHAN.
AC14, AC18, AC19,AC21,
COLUMN MARKED AC1 AC2, AC15, AC25, AC32, AC22, AC26,AC27, AC28, AC4 AC5 AC7 AC8 AC10, AC20, AC29, AC11, AC33, AC35 AC12, AC56, AC58 AC16 AC17 AC23 AC24 AC30 AC31
AC65, AC67 AC45,AC46, AC48, AC57, AC44, AC55, AC64 COLLEGE BLOCK
SIZE
AC59, AC66
A1
TITLE :-
COLUMN GROUP ACG1 ACG2 ACG3 ACG4 ACG5 ACG6 ACG7 ACG8 ACG9 ACG10 ACG11 ACG12 ACG13 ACG14 ACG15 ACG16 COLUMN DETAIL(PART-A)

DATE : - 04.05.2020 DRWN BY :- V.S. CHKD BY :- S.G.

COLUMN AND WALL SCHEDULE
NORTH
NOTES:
1. BE = BOUNDARY ELEMENT AS PER IS 13920. PROVIDE CONFINING REINFORCEMENT ACROSS ENTIRE HEIGHT OF WALL IN THE BOUNDARY ELEMENT
2. LO = SPECIAL CONFINING ZONE AS PER IS 13920, LM = REMAINING ZONES AS PER IS 456 THIS DRAWING IS COPYRIGHT OF-
NATIONAL BUILDINGS CONSTRUCTION CORPORATION
LIMITED (NBCC), AND IS NOT TO BE REPRODUCED, STRUCTURE ENGINEER ARCHITECT
HANDED OVER TO OTHER PERSON OR USED FOR ANY
PURPOSE OTHER THAN THAT FOR WHICH IT HAS BEEN
ISSUED. OTHERWISE IT SHALL BE COPYRIGHT VIOLATION.
NBCC DRG. NO. : - 621 - MC - E - S - 2004 SHEET NO. : - 1 OF 3