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The document provides construction notes and specifications for a building project, emphasizing that all dimensions are in millimeters and should not be scaled. It includes details on concrete and steel grades, reinforcement cover requirements, and instructions for addressing discrepancies. Additionally, it references a column layout plan and relevant architectural drawings to be used in conjunction with this information.

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bikramjit deb
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5 views1 page

Section

The document provides construction notes and specifications for a building project, emphasizing that all dimensions are in millimeters and should not be scaled. It includes details on concrete and steel grades, reinforcement cover requirements, and instructions for addressing discrepancies. Additionally, it references a column layout plan and relevant architectural drawings to be used in conjunction with this information.

Uploaded by

bikramjit deb
Copyright
© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
Available Formats
Download as PDF, TXT or read online on Scribd
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GENERAL NOTES:

1.ALL DIMENSIONS ARE IN MILLIMETER


2.DIMENSIONS SHOULD NOT BE
UP TO 2nD FLOOR SCALLED,ONLY WRITTEN DIMENSION
TO BE FOLLOWED
3.THIS DRAWING TO BE READ IN
CONJUNCTION WITH
RELEVANT ARCHITECTURAL DRAWING.
1ST FLOOR L.V.L 4.ANY DISCREPANCY OBSERVED IN THE
DRAWING SHOULD BE BROUGHT TO THE
COLUMN BAR NOTICE OF THE CONSULTANT IMMEDIATELY
H3

8T SET OF LINKS @ 100MM C/C


5.GRADE OF CONCRETE : M 25
AS PER ARC 6.GRADE OF STEEL : Fe 500
8 MM CLOSED TIE 7.CONCRETE COVER TO MAIN
REINFORCEMENT,
8T SET OF LINKS @ 150MM C/C TYPICAL DETAIL OF COLUMN = 40 MM
BEAM = 25 MM
TIE BAR/ STIRRUP HOOKS SLAB = 20 MM
FOUNDATION = 50 MM

CLIENT NAME-
H3

8T SET OF LINKS @ 100MM C/C


GROUND FLOOR L.V.L
COLUMN SCHEDULE
H3

8T SET OF LINKS @ 100MM C/C COLUMN NOS SECTION DETAILS


AS PER ARC

COLUMN DWG TITLE:


300mm X 300mm
8T SET OF LINKS @ 150MM C/C COLUMN LAYOUT PLAN
H3

8T SET OF LINKS @ 100MM C/C


BASEMENT FLOOR . LVL
F.G. L
TIE BEAM
1800

DWG NO-SG/STR/04

MIN
300

1800

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