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ORIENTATION:
GENERAL NOTES W
*G+2 STRUCTURAL DESIGN
H S N H

1) All dimensions are in foot and inches.

2) Use concrete mix: M20

E
AREA STATEMENT:

TOTAL PLOT AREA : 645 SQFT

20' 3) Minimum cement content shall not be GROUND FLOOR AREA : 620 SQFT
[6.10] FIRST FLOOR AREA : 620 SQFT
G less than 390 Kg/Cu.m of concrete. G
SECOND FLOOR AREA : 620 SQFT
1'-6" HEADROOM AREA + RESTROOM : 150 SQFT
3'-6" [0.46]
TOTAL BUILT UP AREA : 2010 SQFT
[1.07] 4) The reinforcement shall be High Strength
RESTROOM Deformed bars of Grade Fe 415(#)
7'-1" confirming to IS 1786-1985.
[2.16]
GENERAL NOTE:
F 1. Ground Floor Construction Planned. F
2. G+2 Floor Structural Designed.
5) Clear cover to the reinforcement for 3. No extra floor designed.
4. Car Parking ht - Not Assumed
Footing:50mm, Column:40mm, 5. Ground Floor ht - Not Assumed .
Beam:30mm, Slab:15mm 6. Ceiling Height - GF is 10ft ht Incl Slab.
7. Clear Ceiling Ht - GF is 9'6" ht.

6) Provide lap length 50D for Beam

ALL RCC WORKS (INCLUDING MATERIALS) SHALL
CONFIRM TO IS 456 - 2000 OR ITS LATEST REVISION.
E 7) No admixtures shall be added without E

permission of consultant.
33'-6"
[10.21] 8) Crank at L/4of clear span

9) Extra rod at top to a length of 0.3L

of clear span from support
D D

10) ST - indicates Straight rod.

OPEN TERRACE
11) CKD- indicates Cranked rod .

12) # - Indicates TOR Steel

C C

TERRACE FLOOR PLAN

FOR SCHEME PURPOSE ONLY

REV.NO DATE DESCRIPTION APVL

B 1 B
2
ROAD
3

PROJECT :Proposed Residence For MR. ADAL ARASAN

A TITLE : TERRACE FLOOR PLAN A

Drawn By : S.I Approved by : SHEET

Date : 24/05/2025 Dealt by : A3

SHT NO
Scale : 1:100 DWG NO : S.I-2025-01 REV NO :01
03
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