12
DPC-MAD-25-STR-01 11 10 9 8 7 6 5 4 3 2 1
H H
A B C D E
34'-4"
G
9'-7" 7'-11" 6'-6" 10'-4" G
1
No part of this document will be reproduced by any means without the written permission
3'
Garden
Garden
2
2'-6"
Tv
This document is the property of DESIGN PALM CONSULTANTS,
F 3 Entrance F
10'-6"
8'-9"
POOJA
Seat
24'-3"
BIKE
Meter
24'
E E
4
G ' Bed
10'
D KITCHEN Thar D
5
C
C
GENERAL ARRANGEMENT OF GROUND FLOOR PLAN
B B
CONSULTANT:
NOTES : ISSUED FOR:
7. THE GRADE OF CONCRETE M-25(DESIGN MIX) CONFORMING FOR IS 456-2000 FOR 12. LOAD 1 kN/m³ IS ASSUMED FOR FLOOR FINISH, ANYMORE ADDITIONAL FILLING OVER SCHEME TENDER INFORMATION APPROVAL CONSTRUCTION
1. ALL THE DIMENSIONS ARE PROVIDE IN FEET AND INCHES UNLESS OTHER WISE THE SLAB IS NOT CONSIDERED FOR STRUCTURE ANALYSIS.
FOOTINGS AND COLUMNS AND M-20 FOR OTHER RCC WORK.
SPECIFIED. PROJECT TITLE:
PROJECT CODE:
8. MINIMUM CEMENT CONTENT SHALL NOT BE LESS THAN 320 kg/m³ FOR 13.STRUCTURE IS DESIGNED FOR (DEAD + LIVE) LOADS FOR GROUND+TWO UPPER FLOOR ONLY.
2. DIMENSIONS SHALL NOT BE MEASURED FROM THE DRAWINGS, & ONLY M-25 CONCRETE. 14.LAPPING OF COLUMN BARS SHALL BE MIDWAY BETWEEN SLABS OF STAGGERED WITH LAP
WRITTEN DIMENSIONS SHALL BE FOLLOWED. 9. ADMIXTURES SHALL BE ADDED WITH PERMISSION OF CLIENT. LENGTH NOT LESS THAN 50Ø. A d dr ess : No:637, 1st Fl oor, Sathuv ach ari,Vel lore- 6320 0 9
G+2 RESIDENCE ,EARIYUR
10.CLEAR COVER TO THE REINFORCEMENT ARE AS FOLLOWS 15.ALL PCC WORKS SHOULD BE CARNED OUT WITH PCC 1:4:8 CONFORMING TO IS 456-2000. Call/Whatsapp :70925-96969 www.designpalmconsultants.com
3. THIS DRAWING SHALL NOT BE USED THAN THE PURPOSE MARKED/ISSUED.
FOUNDATION - 50mm 16.THE SBC OF THE SOIL IS 200 kN/m² AT2.00 m(AS PER SOIL REPORT) FROM NATURAL GROUND
4. THE LEVELS ARE TRANSFERRED FORM THE PERMANENT BENCH MARK CLIENT: DRAWING TITLE:
COLUMN - 40mm LEVEL (+0.00m). THE SBC OF THE SOIL SHALL BE CONFIRMED WITH SPT TEST BEFORE LAYING
AVAILABLE IN & ALL LEVELS ARE IN METERS.
A BEAM - 30mm CONCRETE. IF THE SBC IS LESS THAN 200 kN/m² , THE FOUNDATION IS TO BE REDESIGNED.
Mr. RAVINDHAR , M.Arch GENERAL ARRANGEMENT OF A
5. THE DRAWINGS ARE THE PROPERTY OF DESIGN PALM CONSULTANTS. ANY COPY RIGHT NOTATIONS:
RCC WALL - 25mm
GROUND FLOOR PLAN
REPRODUCTION OF DRAWING SHOULD NOT BE DONE WITHOUT THE WRITTEN PERMISSION SLAB - 25mm SFR - SIDE FACE REINFORCEMENT
OF DESIGN PALM CONSULTANTS. E.F - EACH FACE
DRAWN BY : CHECKED BY: DATE:
Ø - DIAMETER OF THE BAR DRAWING NO: SHEET NO:
6. HIGH YIELD STRENGTH DEFORMED BARS EPOXY COATED Fe 500 CONFIRMING 11.DUCTILE DETAILING OF THE REINFORCED CONCRETE MEMBERS AS STIPULATED IN IS
ASH ACJ
C/C - CENTER TO CENTER DISTANCE
IS 1786-1985 TO BE USED WITH MINIMUM PERCENTAGE OF ELONGATION 14.5%.
13920-2016 SHOULD BE FOLLOWED. DESIGNED BY: APPROVED BY: SIZE: DPC-RAV-25-STR- 01 01
ACJ FRK A3
12 11 10 9 8 7 6 5 4 3 2 1
