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General Notes: Floor (GL 1-12) and Ground Floor + First Floor (GL 12'-17)

1. This document provides general notes for a structural drawing. It includes notes about dimensions in feet and inches, the location of center lines, and specifications for reinforcement bars and concrete mixes. 2. Reinforcement bars are to be 16mm diameter thermal mechanical tension (TMT) bars with a minimum yield strength of 500 N/mm^2 according to IS 1786-1979. 3. Concrete mixes should be M20 grade according to IS 10262:2009.

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116 views1 page

General Notes: Floor (GL 1-12) and Ground Floor + First Floor (GL 12'-17)

1. This document provides general notes for a structural drawing. It includes notes about dimensions in feet and inches, the location of center lines, and specifications for reinforcement bars and concrete mixes. 2. Reinforcement bars are to be 16mm diameter thermal mechanical tension (TMT) bars with a minimum yield strength of 500 N/mm^2 according to IS 1786-1979. 3. Concrete mixes should be M20 grade according to IS 10262:2009.

Uploaded by

Anonymous cclKewWGV
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© © All Rights Reserved
We take content rights seriously. If you suspect this is your content, claim it here.
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GENERAL NOTES

1. All dimensions are in feets and inches.


1 2 7 8 9 10
4'6" 4'6" 4'6" 4'6" 3 3'6" 3'6" 3'6" 3'6" 3'6" 3'6" 3'6" 3'6" 11 3'6" 3'6" 12 2. Centre line in drawing indicates wall
X Y X Y X Y X Y X Y X Y X Y
2# 16mmØ + 2# 16mmØ + 2# 16mmØ + 2# 16mmØ + 2# 16mmØ + 2# 16mmØ + 2# 16mmØ + 1# 16mmØ + 1# 16mmØ + 1# 16mmØ + 1# 16mmØ + 2# 16mmØ + 2# 16mmØ + 2# 16mmØ + centre which is 4.5" from outer edge.
2 #16mmØ 2 #16mmØ 2 #16mmØ 2 # 16mmØ 2 #16mmØ 2 # 16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 # 16mmØ 2 #16mmØ 2 # 16mmØ 2 # 16mmØ 2 #16mmØ 2 # 16mmØ
3. Use T.M.T bars having yield strength
D - E 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C D - E D - E 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C D - E not less than 500 N/mm^2 and
conforming to IS:1786 - 1979.
2# 16mmØ+ 2# 16mmØ + 2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ + 2# 16mmØ +
1# 16mmØ
2'3" 2'3" 1# 16mmØ 1# 16mmØ
1'8" 1'8" 1# 16mmØ 1'8" 1'8" 1# 16mmØ 1'8" 1'8" 1# 16mmØ 1'8" 1# 16mmØ 4. Do not scale any dimension.
X Y X Y X Y X Y X Y X Y X Y 5.For RCC work use mix M20
15' 15' 12' 12' 12' 12' 12'
conforming to is 10262:2009
TB 1 [ 9 " X 15"] TB 1 [ 9 " X 15"]
TB 1 [ 9 " X 15"] TB 2 [ 9 " X 15"] TB 2 [ 9 " X 15"] TB 2 [ 9 " X 15"] TB 3 [ 9 " X 15"]
6. SBC of soil is 30 T/ m2. [Foundation
resting on Sheet Rock]
2# 16mmØ + 2# 16mmØ +
2# 16mmØ
2# 16mmØ +
2# 16mmØ 2# 16mmØ 2# 16mmØ 2# 16mmØ
2# 16mmØ +
2# 16mmØ 2# 16mmØ
1# 16mmØ +
2# 16mmØ 2# 16mmØ 2# 16mmØ 7.Reinforcement detailing is conforming
to is IS:13920 & workmanship shall be
done as IS :456- 2000.
8.PCC below footing is should be M10
2# 16mmØ + 2# 16mmØ 2# 16mmØ + 2# 16mmØ + 2# 16mmØ + 2# 16mmØ 2# 16mmØ + 2# 16mmØ 2# 16mmØ + 2# 16mmØ +
1# 16mmØ 1# 16mmØ 1# 16mmØ 1# 16mmØ 1# 16mmØ 1# 16mmØ 1# 16mmØ 9.The clear cover to the reinforcement
shall be as follows
TB 1 [ 9 " X 15"] TB 1 [ 9 " X 15"] TB 1 [ 9 " X 15"] TB 1 [ 9 " X 15"] TB 1 [ 9 " X 15"] TB 1 [ 9 " X 15"] TB 2 [ 9 " X 15"] TB 2 [ 9 " X 15"] TB 3 [ 9 " X 15"] TB 3 [ 9 " X 15"]
X-X Y-Y X-X Y-Y X-X Y-Y X-X Y-Y X-X Y-Y
Footing = 50mm Column = 40mm
Beam = 30mm Slab = 25mm
10.Spacer bar should be provided
between layers of Main reinforcement
bar should be minimum 20mm dia .
11. The strength & Structural Stability
sturdily of scaffolding , Centering
shuttering Materials Lifts should be
1
4'6" 4'6"
2
4'6" 4'6"
3
4'6" 4'6"
4
4'6" 4'6"
5 9
3'6" 3'6"
10
3'6" 3'6"
11
3'6" 3'6"
ensured by contractor and shall be the
12
2# 16mmØ +
X Y
2# 16mmØ + 2# 16mmØ +
X Y
1# 16mmØ + 1# 16mmØ +
X Y
1# 16mmØ + 1# 16mmØ +
X Y
1# 16mmØ +
Y
1# 16mmØ +
X Y
1# 16mmØ + 1# 16mmØ +
X Y
2# 16mmØ + 2# 16mmØ +
X Y
2# 16mmØ +
responsibility of contractor.
2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 #16mmØ 2 # 16mmØ 2 # 16mmØ 2 #16mmØ 2 # 16mmØ 12. Building Designed for Ground
Floor (GL 1-12) and Ground Floor +
A- C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C A- C
First Floor (GL 12'-17).
2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ +
2# 16mmØ 2'3" 2'3" 1# 16mmØ 2'3" 2'3" 1# 16mmØ 2'3" 2'3" 1# 16mmØ 2'3" 1'8" 1# 16mmØ 1'8" 1'8" 1# 16mmØ 1'8" 1'8" 2# 16mmØ
13.Top reinforcement of beam should
X Y X Y X Y X Y X Y X Y X Y
not be lapped at support and Bottom
TB 1 [ 9 " X 15"]
15' 15'
TB 2 [ 9 " X 15"]
15' 7"
TB 2 [ 9 " X 15"]
15'
TB 2 [ 9 " X 15"]
12'
TB 2 [ 9 " X 15"]
12'
TB 2 [ 9 " X 15"]
12'
TB 3 [ 9 " X 15"]
Reinforcement should not be lapped at
Mid Span.
2# 16mmØ + 1# 16mmØ + 2# 16mmØ + 14.Development length for M20 and
2# 16mmØ
2# 16mmØ 2# 16mmØ 2# 16mmØ 2# 16mmØ 2# 16mmØ Fe500 in inches .
d 8mm 10mm 12mm 16mm 20mm
Ld
2# 16mmØ + 2# 16mmØ 2# 16mmØ + 2# 16mmØ 2# 16mmØ + 2# 16mmØ + 57d 18" 23" 27" 31" 36"
2# 16mmØ 1# 16mmØ 2# 16mmØ 2# 16mmØ
TB 1 [ 9 " X 15"] TB 1 [ 9 " X 15"] TB 2 [ 9 " X 15"] TB 2 [ 9 " X 15"] TB 3 [ 9 " X 15"] TB 3 [ 9 " X 15"]
X-X Y-Y X-X Y-Y X-X Y-Y

E D C B A B
6' 6' 4'6" 4'6" 4'6" 4'6" 4'6" 4'6" A 4'6" 4'6" 4'6" 4'6" C
X Y X Y X Y X Y X Y X Y
2# 20mmØ + 2# 20mmØ + 2# 20mmØ + 1# 16mmØ + 1# 16mmØ + 1# 16mmØ + 1# 16mmØ + 2# 20mmØ + 1# 16mmØ + 1# 16mmØ + 1# 16mmØ + 1# 16mmØ +
2 #20mmØ 2 #20mmØ 2 #20mmØ 2 #20mmØ 2 #20mmØ 2 #20mmØ 2 #20mmØ 2 #20mmØ 2 #20mmØ 2 # 20mmØ 2 #20mmØ 2 # 20mmØ 2 #20mmØ 2 #20mmØ 2 #20mmØ 2 # 20mmØ 2 #20mmØ 2 # 20mmØ
1 - 3 1 - 3
8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 4 - 6 8mmØ @ 4"C/C 8mmØ @ 6"C/C 8mmØ @ 4"C/C 8mmØ @ 6"C/C 4 - 6
7 - 12 7 - 12
2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ+ 2# 16mmØ + 2# 16mmØ+ 2# 16mmØ +
3' 2'6" 2'6" 2'6" 2'6" 2'6" 2# 16mmØ 2'6" 2'6" 1# 16mmØ
2# 16mmØ 1# 16mmØ 1# 16mmØ 1# 16mmØ

X Y X Y X Y X Y X Y X Y

20' 5" 15' 7" 15' 15' 15' 15'


TB 4 [ 9 " X 15"] TB 5 [ 9 " X 15"] TB 5 [ 9 " X 15"] TB 6 [ 9 " X 15"] TB 4 [ 9 " X 15"] TB 5 [ 9 " X 15"]

2# 20mmØ + 1# 16mmØ + 2# 20mmØ + 1# 16mmØ + 1# 16mmØ +


2# 20mmØ 2# 20mmØ 2# 20mmØ 2# 20mmØ 2# 20mmØ 2# 20mmØ 2# 20mmØ 2# 20mmØ 2# 20mmØ 2# 20mmØ
APPROVED

Asst.Executive Engineer :
2# 16mmØ + 2# 16mmØ 2# 16mmØ + 2# 16mmØ 2# 16mmØ + 2# 16mmØ + 2# 16mmØ + 2# 16mmØ 2# 16mmØ + 2# 16mmØ +
2# 16mmØ 1# 16mmØ 2# 16mmØ 2# 16mmØ 1# 16mmØ 1# 16mmØ 1# 16mmØ Dy.Executive Engineer :
TB 4 [ 9" X 15"] TB4 [ 9 " X 15"] TB 5 [9 " X 15"] TB 5 [ 9 " X 15"] TB 6 [ 9" X 15"] TB 6 [ 9 " X 15"] TB 4 [ 9" X 15"] TB4 [ 9 " X 15"] TB 5 [ 9" X 15"] TB 5 [ 9 " X 15"]
Executive Engineer :
X-X Y-Y X-X Y-Y X-X Y-Y X-X Y-Y X-X Y-Y
Chief Engineer :

Tie beam Reinforcement for


Drawing Detail
Ground floor [GL 1-12 ]

Project DORMITORY HALL


Sri Parvati RamaLingeshwara
Client Swami Vari Devasthanam,
Cheruvugattu, Nalgonda Distrrict.
PLINTH BEAM
(As per design)
EXTRA AT TOP EXTRA AT TOP ANCHOR BAR SECONDARY BEAM
TOP R/F TOP R/F HEIGHTZ INFRA ENGINEERING PVT LTD,
ADDITIONAL BAR C.R.S MASONRY

1'-3"
0.3L1 0.3L1 0.3L2 0.3L2 0.3L CE-414/ENGINEER/TP10/GHMC/2018,
( C.M - 1 : 6 ) 8-1-39/101 , IAS Colony, Tolichowki, 500008
Ld+10Ø

3" 9542713515,7224943038

BENT- UP

Varies
MAIN BEAM Design Engineer B . ANKIT [ M Tech Structures]
HANGER ankit.heightzinfra@gmail.com
R/F AT BOTTOM BOTTOM BAR
TYPE BAR
EXTRA AT BOTTOM 1'6'' HARD DEALT DATE REVISION
0.15L1 0.15L2 0.15L2 STARTA
DETAILS OF END JOINT JUNCTION OF PRIMARY BEAM AND 19-10-2020 0
L1 L2 P.C.C BED

5"
TYPICAL SECTION OF BEAM SECONDARY BEAM SCALE JOB NO DRAWING NO

6"
1'-3" 2' - 12

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