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DATE
CHECKED
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REV NO.
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DATEFOR APPROVAL PURPOSE ONLY
DRAWNREV.
APPROVED
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RS
RK
N.T.S
31.10.2012
COPYRIGHT
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R5
A3
1 OF 1
SW-MLG-C-D1-200
0 04.10.2012 DESHAK
LEGENDS:
TYP : TYPICAL
TOS : TOP OF STEEL
BOB : BOTTOM OF BASE PLATE
NGL : NATURAL GROUND LEVEL
FGL : FINISHED GROUND LEVEL
????????????????????????????????
MALPANI GROUP
Drawings and specification as instruments of services are the
property ofthe SWL whether the work for which they are made be
executed or not andare not to be used on their work except by
agreement.
SOLAR STRUCTURE FOUNDATION DETAILS
GENERAL NOTES:
1. ALL DIMENSIONS ARE IN MM. AND ELEVATIONS ARE IN METERS
2. DO NOT SCALE THE DRAWING; ONLY WRITTEN DIMENSIONSTO BE
FOLLOWED.
3. ANY DISCREPANCY IN THE DRAWING SHALL BE BROUGHT TOTHE NOTICE
OF SWL.
4. GRADE OF CONCRETE SHALL BE M25 WITH 20mm DOWNGRADED
AGGREGATES.
5. ALL REINFORCEMENT SHALL BE HIGH YIELD STRENGTHDEFORMED BAR OF
GRADE Fe415 CONFIRMING TO IS:1786.
6. COVER TO REINFORCEMENT SHALL BE AS FOLLOWSA. PILE -----
50MM(EXCEPT BOTTOM)
----- 100MM(PILE BOTTOM)
8. FOR REINFORCEMENT: "T" DENOTES TWISTED TOR STEEL BAR
TYP DET OF M16ANCHOR BOLTS
(CLASS 4.6 AS PER IS:1367-1967)
(FORMATIONLEVEL)
SECTION A-A
1. PILES TO BE TESTED TO ENSURE THE STABILITY OF PILE FOR THE
GIVENCRITICAL LOAD COMBINATION AS PER THE IS:2911 REQUIREMENT.
2. TEST FOR INTEGRITY OF PILE IS ALSO ESSENTIAL AS PER THE
IS:2911REQUIREMENT.
3. LEVELING OF ALL THE FOUNDATIONS ARE TO BE MAINTAINED AT PCC
LEVELFOR BETTER QUALITY
NOTE :
DESCRIPTION
1 2 3 5
C OFCOLUMNL
4 6 7 8 10
C OFCOLUMNL
9 11
M16 BOLT
ROD FOUNDATION WITH 25MM ROD1 18.10.2012 VIKRANTHBORED PILE
FOUNDATION 2 LEGS2 25.10.2012 R.KBORED PILE FOUNDATION SINGLE LEG3
26.10.2012 R.KBORED PILE LENGTH REVISED4 29.10.2012 R.K
TOC
SECTION B-B
BASE PLATE200X150X8 MM
M16 NUT
BASE PLATE
COMPOSITE PILE TYPE 5 31.10.2012 R.K
SECTION C-C
ISLC-100
M-25 CONCRETE PIER
FOR 48MMS
FOUNDATION PLAN FOR 48MMS
18 MM HOLESFOR M16 BOLTS
