8'-1"

8'-11"
T10 @ 6" BOTHWAYS
ON BOTH FACES
2T16 2T16

0'-6"
1'-3"
T8-6" T
3T16 3T16
2 2 SECTION X-X
T16-22-8" T&B

0'-9"
9'-6"

SCALE: 3" = 8'

T16-21-8" T & B
PROPOSED 4 UNIT
9'-9"
HOUSE
R/F PLAN (LIFT FOUNDATION)
FOR
SCALE: 3" = 8' MRS : YOHINI
CRISTABLE
8'-1" DAVID
AT ,
1A, YOGA PLACE
SIRIWARDANA ROAD
2'- GENERAL NOTES.
2T12

0" (A) ALL DIMENSIONS ARE IN FEETS AND INCHES UNLESS OTHERWISE SPECIFIED.
(B) BOTH MATERIALS AND WORKMANSHIP ARE TO BE IN ACCORDANCE WITH
SPECIFICATIONS.
DEHIWALA
2T12
(C) DUE TO UNEXPECTED GROUND SITUATIONS, SOFT GROUND IMPROVEMENT NEED
TO BE CARRIED OUT UNDER THE FOUNDATION BASE W.R.T THE DESIGN BEARING
PRESSURE IN COORDINATION WITH A GEO TECHNICAL ENGINEER.
2T12 (D) ANY DISCREPANCIES IN THE CONTRACT DRAWINGS SHALL BE REFERRED TO THE
2T12 ENGINEER FOR REVISIONS BEFORE PROCEEDING WITH WORK.
Diagonal r/f A CONCRETE
STRUCTURAL
near voids USE FOLLOWING CONCRETE GRADES FOR STRUCTURES OR PART OF A STRUCTURE
AS INDICATED BELLOW IN ACCORDANCE WITH SPECIFICATIONS. Drawing Type:
2T12 (A) SCREED CONCRETE - GR 15(20)
X X
T10-22-6" T&B

2T12 (B) FOUNDATION BASES - GR 25(20)

(C) COLUMNS - GR 25(20)
(D) GROUND BEAMS - GR 25(20)
(E) BEAMS - GR 25(20)
Drawing TITLE
9'-6"

(F) SLAB - GR 25(20)

(G) STAIR CASE - GR 25(20)
2T12 2T12 (H) LIFT WELL - GR 25(20)
0" B REINFORCEMENT
3'- (A) ALL BAR MARKED "T" SHALL BE HIGH YIELD DEFORMED BARS OF YIELD
STRENGTH NOT LESS THAN 460 N/mm² AND ALL BAR MARKED "R"SHALL BE
HOT ROLLED MILD STEEL PLAIN BARS OF YIELD STRENGTH NOT LESS THAN Drawn By: P.A.N.C Checked By: Umesh
250 N/mm².
(B) BARS OF CUT LENGTH LARGER THAN THE SUPPLIED LENGTH TO BE LAPPED
WITH LENGTH OF 50Ø, WHERE Ø IS THE DIAMETER AND LAPPING SHOULD BE
STAGGERED. Scale: AS SHOWN Date: 12/10/2024
(C) REINFORCEMENT BARS SHALL BE BENT ACCORDANCE WITH STANDARD
SPECIFICATIONS OF BS 4666
(D) CLEAR CONCRETE COVER TO REINFORCEMENT Remarks:
T10-21-6" T & B 2" (50mm) - FOUNDATION BASES, COLUMNS BELOW GROUND LEVEL
1" (25mm) - COLUMNS ABOVE GROUND LEVEL, BEAMS & STAIR CASES
3/4" (20mm) - SLABS
(E) NOTATION OF BAR REINFORCEMENT :
35 T 16 -01 - 150 B1 - LAYER NO - 1 OR 2
NO OF BARS FACE AND. - FAR FACE, NEAR FACE,
TOR STEEL TOP FACE OR BOTTOM FACE
BAR DIA RE BAR SPACING
RE BAR NUMBER
9'-9" C TYPE OF FORM WORK FOR FOUNDATION ROUGH.
ALL OTHER CONCRETE WORKS SMOOTH
U.L.ALUTHAPALA,
R/F PLAN (MACHINE FLOOR) Chartered Engineer,
Registration No M 6063,
SCALE: 3" = 8' Mob No- +94 773056425,+94714491029