9.750 9.

750

A B C D E A B C D A B C D
3.300 3.300 2.630 0.185
1. READ THE DRAWING ALONG WITH
RB-1B - 230 X 600
REINFORCEMENT STEEL DRAWING
14 14 14
2.963 2.960 2.180
14 14
RB-1A - 230 X 600 2.180
14 2. ALL DIMENSIONS ARE IN METRE AND MILIMETRE
UNLESS OTHERWISE SPECIFIED.

RB-1 230X600

RB-1 230X600
6.375
6.375 3. DO NOT SCALE THE DRAWING FOLLOW
3.300 3.300

RB-8
3.035 3.035 WRITTEN DIMENSIONS ONLY.
4. TYPE OF STRUCTURE: R.C.C FRAMED
RB-2 - 300 X 600
13 13 13 13 13 13 STRUCTURE HAVING GF + 2, DWG FF
6.375 EXIST GF, DWG WILL BE FOR FIRST FLOOR

RB-1 230X600

RB-1 230X600
6.375
ROOF BEAM,STAIRCASE , F.F SLAB STEEL DETAILS
3.300 3.300 3.000

RB-8
3.000 5. METHOD OF ANALYSIS: FINITE ELEMENT
RB-2 - 300 X 600
METHOD OF DESIGN: LIMIT STATE METHOD
12 12 12 12 12 12
OF DESIGN AS PER IS 456-2000

6.375 6. CLEAR COVER FOR REINFORCEMENT

RB-1 230X600

RB-1 230X600
6.375
3.300 3.300 FOOTING -50mm BEAMS -25mm

RB-8
3.000 3.000 COLUMN -40mm SLABS -25mm
7. FOOTING ARE DESIGNED FOR THE
11 11 11 11 11
RB-2 - 300 X 600
11
Assumed SBC. OF SOIL 20 t/SQM.
8. CONCRETE MIX FOR STRENGTH M-25
6.375

RB-1 230X600
9. GRADE OF STEEL Fe-550D.

RB-1 230X600
6.375
3.300 3.300 10. LAP LENGTH FOR ALL = 50 X DIA OF BAR

RB-8
3.000 3.000
11. ANY DISCREPANCY SHOULD BE BROUGHT
TO THE NOTICE OF THE ENGINEERS.
10 10 10 10 10
RB-2 - 300 X 600
10 BEFORE EXECUTION
6.375 BEFORE CONCRETING REINFORCEMENT SHALL

RB-1 230X600

RB-1 230X600
6.375
3.300 3.300
BE CHECKED BY THE SITE ENGINEER

RB-8
3.000 3.000 SUPERVISION IS NOT IN OUR SCOPE

RB-2 - 300 X 600 12. WHILE EVERY ATTEMPT HAS BEEN MADE IN
9 9 9 9 9 9 THE PREPARATION OF THIS DRAWING TO
AVOID MISTAKES, THE MAKER CANNOT

RB-1 230X600
6.375

RB-1 230X600
6.375
GUARANTEE AGAINST HUMAN ERROR. THE
3.300 3.300

RB-8
3.000 3.000 CONTRACTOR ON THE JOB, MUST CHECK ALL
DIMENSIONS AND OTHER DETAILS AND BE
38.495 38.495 38.495 RESPONSIBLE FOR THE SAME
8 8 8 8 8
RB-2A - 230 X 450
8
6.375

RB-1 230X600
RB-1 230X600
6.375
3.300 3.300

RB-8
3.035 3.035

RB-1C - 230 X 600

7 7 7 7 7 7
17 19 21 23
RB-5
16 18 20 24 1.500 17 19 21 23
22 16 18 20 24 1.500
2.300 22
2.300

RB-3 230X600
2.403

RB-3 230X600

RB-3 230X600
2.403
15
5.230 5.230 15

CB-1
5.000 14 2.000 14
13 5.000 5.000 2.000 5.000 5.000
13
12
11 2.700 12
2.700
11
1.500 8 6 4 1.500
2 8 6 4
1.500 1.500 1.500
2
1.500
7 5 3 5 3
10 9 1 7
6 6 6 6 6
10 9 1
6
RB-1C - 230 X 600 RB-5

RB-1 230X600

RB-1 230X600
3.300 3.300

RB-8
3.035 3.035

RB-2 - 300 X 600

5 5 5 5 5 5

RB-1 230X600

RB-1 230X600
6.375 6.375
3.300 3.300 3.000

RB-8
3.000

RB-2 - 300 X 600

4 4 4 4 4 4

RB-1 230X600
RB-1 230X600
6.375 6.375
3.300 3.300

RB-8
3.000 3.000
7.275 7.275
RB-1A - 230 X 600 RB-1B - 230 X 600
3 3 3 3 3 3
3.300 FUTURE EXPANSION 3.300
FUTURE EXPANSION FUTURE EXPANSION

2 2 2 2 2 2
3.300 3.300

1 1 1 1 1 1
3.300 3.300 2.630 0.185
SAATHVIKA CONSULTANTS
A B C D E A B C D A B C D BUILDING STRUCTURAL DESIGN - 3D
DESIGN - ARCHITECTURAL PLANS - DPR
FUTURE EXPANSION & PMC - ESTIMATION - E-TENDERS
VIJAYANAGARA 4TH STAGE, MYSORE -
TITLE: 01 EXIST GROUND FLOOR COLUMNS GRID SECTION TITLE: 02 EXISTING GROUND FLOOR COLUMNS GRID SECTION TITLE:03 FIRST FLOOR ROOF BEAM SHUTTERING DETAILS MOB: 9731581253
DETAILS DRAWING E-mail - chethann12591@gmail.com
DETAILS DRAWING DRAWING