GENERAL NOTES:

1 ALL DIMENSIONS ARE IN MM. UNLESS MENTIONED OTHERWISE.

2 ALL DIMENSION ARE TO BE READ ONLY AND NOT BE MEASURED /
SCALED.
3 THIS DRAWING SHOULD BE READ IN CONJUCTION WITH ALL
RELEVANT
STRUCTURAL, M,E,P, ARCHITECTURAL AND LANDSCAPE
DRAWINGS.
4 ANY DISCREPANCIES IN THE DRAWING OR AT SITE SHOULD BE
BROUGHT
TO THE NOTICE OF THE ARCHITECTS IMMEDIATLY
5 FOR DETAIL REFER RELEVANT LARGE SCALE DETAIL DRAWINGS
AS INDICATED.
6 CONCRETE GRADE ;
PILES = M30
7 STEEL GRADE = Fe 500
8 LD OF 50D TO BE PROVIDED FOR ALL REINFORCEMENT.
9 EXACAVATION WORK TO BE COMPLETED IN DRY SEASON ONLY.
1000 10 CLEAR COVER = 50MM
11 SHORING PILES DESIGN IS VALID FOR MAXIMUM OF 2 YEAARS
SINCE START OF EXCAVATION.
12 INITIAL ANCHORS TESTING TO BE DONE IN OUR PRESENCE
ONLY.
CAPPING BEAM 13 STRESSING SHALL NOT COMMENCE UNTIL THE GROUT HAS
MAIN STEEL REACHED M25 STRENGTH

500
20MM DIA - 10 NOS 14 ANCHOR ELONGATION RESULTS TO BE SENT TO US FOR OUR
APPROVAL.
15 EVERY ANCHOR TO BE TESTED TO 1.1 TIMES OF DESIGN LOAD
AND LOCKED AT LOCK-OFF LOAD.
CAPPING BEAM 16 ALL ANCHOR SHOULD BE TESTED WITH MULTI STRAND JACK.
17 FOUNDATION WORKS SHOULD BE COMMENCED IMMEDIATELY
ONCE EXCAVATION WORKS IS COMPLETED.
18 IF ANY LOAD STORAGE EXCEEDING 10KN/M^2
( EXLUDING VEHICLE /DUMP TRUCK) ARE ANTICIPATED ADJACENT
STIRRUPS TO SHORING PILES, WE SHOULD BE INFORMED.
8MM DIA - 150 C/C 19 MINIMUM 100MM AND 200MM TOLERANCE WILL BE REQUIRED
4 LEGGED BETWEEN EXCAVATION LINE AND SHORING PILE INNER EDGE FOR
LARGE DIA AND MICRO- PILES, RESPECTIVELY

1000
20 ANY GAP BETWEEN SHORING PILES AND BASEMENT RETAINING
WALL TO BE BACK- FILLED WITH PCC (M10) ONCE BASEMENT WALL
IS CAST.
21 ANCHORS SHOULD BE DE-STRESSED AFTER OUR APPROVAL
ONLY.
22 BASEMENT EXCAVATION AND FOUNDATION WORKS TO BE DONE
IN DRY SEASON.
TYPICAL PLAN
NOTES FOR ANCHOR BLOCK DETAILS :
1 THRUST PLATE, FACE PLATE MUST BE INSTALLED AFTER
DRILLING AND GROUTING OF ANCHORS.
2 MINIMUM WELD OF 6MM THK, FILLET WELD TO BE PROVIDED,
BORED PILE WHEREVER NOT MENTIONED.
3 WIDTH OF STIFFNER AND BRACKET PLATE MAY VARY AS PER
SITE CONDITION.
4 STEEL PACKING PLATE TO BE PROVIDED BETWEEN WALER BEAM
& ALL SHORING PILES.
Concord Eleve sy.no 1 and 2,
Avalahalli village, bidarahalli hobli,
Bangalore
TYPICAL CAPPING BEAM DETAIL
REV NO. DATE DESCRIPTION
R0 04/03/25 SHOP DRAWING
DRAWN BY CHECKED BY APPROVED BY
MD. KHADIR SRINIVAS S N
NOTE : ALL DIMENSIONS IN MM