DRAWING LIST OF SEB TYPICAL DETAILS DRAWING TITLE
DRAWING No. SD/001B
DRAWING LIST OF SEB TYPICAL DETAILS
SD/002
GENERAL NOTES
SD/003
CRANKING OF BARS, STANDARD HOOKS AND BENDS
SD/004
STEEL REINFORCEMENT ANCHORAGE AND LAP LENGTH REQUIREMENT
SD/005
TYPICAL DETAIL OF SPACER BARS AND STIRRUPS AT BEAMS
SD/006
TYPICAL DETAIL OF TORSION STIRRUPS AND COLUMN BINDERS
SD/007
TYPICAL WALL JUNCTION DETAILS
SD/OOB
TYPICAL DETAIL OF BRICK OR R.C. PARTITION WALL AND WALL BASE
SD/009
TYPICAL DETAIL OF R.C. STRUCTURAL WALL
SD/01O
TYPICAL DETAIL OF TRIMMING BARS FOR WALL OPENING
SD/Oll
TYPICAL DETAIL OF TRIMMING BARS FOR PERMANENT SLAB OPENING
SD/012
TYPICAL DETAIL OF TRIMMING BARS FOR TEMPORARY SLAB OPENING
SD/013
TYPICAL DETAIL FOR TEMPORARY PIPE DUCT OPENING IN SLAB
SD/014
REQUIREMENT OF SPACER BLOCK,
SD/015
CURTAILMENT OF LONGITUDINAL BARS IN BEAMS
SD/016
TYPICAL DETAIL OF BEAM AND BEAM 'L' JUNCTION
SD/017B
TYPICAL DETAIL OF COLUMNS
SD/01B
TYPICAL DETAIL OF ROOF BEAM & EXTERIOR COLUMN JUNCTION
SD/019A
TYPICAL DETAIL OF 100 THICK GROUND SLAB ON GRADE
SD/020A
TYPICAL DETAIL OF 150 THICK GROUND SLAB ON GRADE
SD/021A
TYPICAL DETAIL OF 200 THICK GROUND SLAB ON GRADE
SD/022
TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE
(1 OF 5)
SD/023
TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE
(2 OF 5)
SD/024
TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE
(3 OF 5)
SD/025
TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE
(4 OF 5)
SD/026
TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE
(5 OF 5)
drawing title
DRAWING LIST OF SEB TYPICAL DETAILS
'U' BARS AND STEEL CHAIRS FOR STRUCTURAL ELEMENTS
checked
CSE/l
C.T. WONG
approved
AD(SE)
W.W. LI
date
~AR.'2012
~
date
MAR., 2012
drawing no.
SD/001
rev.
scale
B
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
GENERAL NOTES: 1.
DRAWINGS SD/OOl TO SD/026 (FIG. 1 TO 16 INCLUSIVE) INDICATE THE REQUIREMENT AND DETAILS GENERALLY ADOPTED IN R.C. WORKS. IF DIFFERENT DETAILS ARE GIVEN IN R.C. DRAWINGS ISSUED IN THE CONTRACT, THE DETAILS IN THE LATTER SHALL TAKE PRECEDENCE.
-
date
checked
drawing title
CSE/l C.T. WONG
GENERAL NOTES
JULY, 2008
1_ /
approved
date
u----:0"tL=---40ZLc--v-----
AD(SE) -"-,W.W,........ ,-
o
'I
'I
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o
10
'""',,,,'
20
30
40
,
,
!
1 : 1 SCALE BAR
JULY, 2008 50 mm I
drawing no.
scale
SD/002
H.TS.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210
x 297~
HH
OR AS SPECIFIED
a
~po::e ...r
VI VI
<
~
~NTfRNAL
'&-1 T
RAD'US
'&~
T
90路 BEND
STANDARD HOOK
INTERNAL RADIUS ( r ) OF BEND ( mm )
BAR SIZE (mm)
MILD STEEL /
HIGH TENSILE BAR
10
30
12
36
16
48
20
60
25
100
32
128
40
160
TABLE 1 STANDARD HOOKS AND BENDS REQUIREMENT ( FOR BEAM STIRRUPS AND COLUMN BINDERS,
SEE DRAWING Nos. SD/005 & SD/006)
8
-= 300 OR 10垄 WHICHEVER IS GREATER
-
,
-
, '&-1
I
I
T
-------' 12
0
~
-
1
FIG. 1 CRANKING OF BARS checked
drawing title
-
CRANKING OF BARS, STANDARD HOOKS AND BENDS
-::
0
CSE/1 C.T. WONG
approved AD(SE)
'I
'I
I
I
I
150
w..W. U 10 0 11111111111
date
~Dllf
JULY. 2008
date
Wd 20
I
30
I
1 : 1 SCAI.E BAR
JULY. 2008 40
I
50 mm
I
scale
drawing no.
SD/003
N.TS.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x 297
Q
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150
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boo
300
300
300
350
350
350
450
450
500
550
550
400 400
600
16
450
12
BAR
SIZE,
650
700
750
800
850
950
25
= SIZE
850
900
950
1050
1100
1200
1300
1400
1100 1050
1500
40
1200
32
OF SMAlLER BARS.
TABLE 2 ANCHORAGE & LAP LENGTH REQUIREMENT FOR HIGH YIELD & PLAIN ROUND (MILD) STEEL REINFORCEMENT
r/J
USE I/J = SIZE OF BARS.
2. FOR ANCHORAGE OR LAP BElWEEN BARS OF DIFFERENT BAR SIZE, USE
SAME
550
550
600
650
700
750
20
SIZE OF BAR
SIZE AND LENGTH ALL IN MILLIMETRES
40
35
30
350
350
35 40
400
10
30
CONCRETE GRADE
1. FOR ANCHORAGE OR LAP BElWEEN BARS OF
NOTES:
COMPRESSION ANCHORAGE LENGTH (CAL)
TENSION ANCHORAGE lENGTH (TAL) OR TENSION LAP LENGTH (TLL) OR COMPRESSION LAP lENGTH (Cll)
I
r· ,
rSPACER BAR \'l-1500 c/c
J
1It----lI---I---II+- (TYPE A) u--___-~ (TYPE B)
(TYPE B)
\'l '" MAIN BAR SIZE '~3J5~~ BUT T25 MIN. ~ MAIN REINFORCEMENT
111-----11+- (TYPE C)
(TYPE E)
-----f*---,
~.
•
--LL.----1.L--.l.L.--LI
SPACER BARS
E E &
0
~
A'
0"
5CD
E E o
&"
~
5CD
A' 5CD
¢ I-
::::> CD
u
~ A\
5CD
+
lYPE D
~
FIG. 10
TYPE F (r )
BEAM STIRRUPS I I
REFER TO TABLE 1 ( SO/003 )
10¢ BUT ~ 70mm
'if' E E
I-
::::>
0
CD
"
&
0
~
A'
BEAM STIRRUPS 1YPE M AND TYPE N SHALL NOT BE USED UNLESS SPECIFIED ON THE BEAM DETAIL DRAWINGS.
I-
::::> CD -'-
L~
10¢
FIG. 1b
BUT ~ 70mm
TYPE M
TYPE N checked
drawing title
CSE/l C.T. WONG
TYPICAL DErAIL OF SPACER BARS AND STIRRUPS AT BEAMS
approved
AO(sE) W.W. LI 50
0
10
11111111111
(r ) date
~
JULY, 2008 date
Wd 20 I
30
I
1 : 1 SCH.E 8M
JULY, 2008 40
I
50 mm
I
REFER TO TABLE 1 ( SO/003 ) scale
drawing no.
SO/005
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x
297~
TLL
ll~•
• •
TLL
"II
•
• • • • •
re
a
.".
•
•
•
\
• • • • • •
0
•
[]
• • • • • •
[J
FIG. 20 TORSION STIRRUPS
E E or-~ A\
E E or-~ A\
,&0
,&0
I-
::::>
CD
lYPE D
lYPE < 150mm -j
r-
- ..
1I-----1---f+- (TYPE
(lYPE c)
C)
~--I-I- (TYPE D)
-')
b
...
0R -,-,
FIG. 2b
lYPICAl DETAil OF TORSION STIRRUPS AND COLUMN BINDERS
OR
(lYPE E)
-
lYPICAl DETAil OF COLUMN BINDERS
FOR COLUMN BINDERS : ( drawing title
(lYPE A)
•
checked CSE/1
C.I.
WONG
approved
AO(SE)
w,w.. U 0
10
I""!",, '
r)
REFER TO TABLE 1 ( SD/003 ) date
~
JULY, 2008
date
Wd 20 I
30 I
1 : 1 SCAlf BAR
JULY, 2008 40 I
50 mm
I
scale
drawing no.
SD/OO6
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x
297~
TLL
I路 11
路1
i i
s
路1
:
s
=
'I
:: :
: )1
OR
If i i S
: :
s
TLL
I路
: } { : : } { :
s
SPACING OF BARS
WAll END
<:
..
n
..
0-
o
:<
0
.,"
".,
<
OR
-.J -.J
0
rV'.,
0
9 ~
" e
TWO BARS SHOULD BE PLACED WITHIN LOOP FOR WAlL THICKNESS ~ 200mm. FOUR BARS SHOULD BE INCLUDED AS SHOWN FOR WALL THICKNESS OVER 200mm.
Ul
-.J -.J
....:
Ul
.
-' ~
s
l
'1
-
..
..
v
0
0
-
]
0
-'.,.- ole
-
?
0
TEE JUNCTION
../'y-
8
~-
".,
~ c l..;y.
o e
-=-
0
1\ 10 c
.JV-
-'r--
, o
....:
~ e
o
5"'<1
v
<
l
s
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OR
c>
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10 \ 0
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"
',/
ft
s
1
s
'1
'1
T.L.L.
S
=
.-
en
.,
u
~
0 t---'Ic-
en
I
71----' ..-
1 '1
TLL
SPACING OF BARS
0
~
l"
JUNCTION
-
FIG. 3 TYPICAL WALL JUNCTION DETAILS checked
drawing title
-
CSE/l C.T. WONG
lYPICAl WALL JUNCTION DETAilS
approved
-: ...:
0
AO(SE) 'I'
'I
I
I
I
50
1
W,W. U 0
10
11111111111
date
~tX<f
JULY. 2008
date
Wd 20
I
30
I
1 : 1 SCALE BAR
JULY. 2008 40
I
50 mm
I
(PLAN) scale
drawing no.
SD/007
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x 297
WALL THICKNESS, ( mm )
h
VERT. REINF'T
HORI. REINF'T
COMPARTMENT WAll WITH NO FRP FIRE RESISTING PERIOD (FRP) REQUIREMENTS REQUIREMENT 1 HOUR 2 HOUR 4 HOUR
ALL CASES
100 ~ h
< 120
T10-250
Tl0-250
120 ~ h
< 160
T10-300 EF
T10-300 EF
160 ~ h
< 180
T10-300 EF
Tl0-300 EF
Tl0-300 EF
T10-250 EF
180 ~ h
< 200
T10-250 EF
T10-250 EF
T10-250 EF
T10-250 EF
200 ~ h
< 240
T10-200 EF
T10-200 EF
T10-200 EF
T10-200 EF
240 ~ h ~ 250
T10-200 EF
T10-200 EF
T10-200 EF
T10-200 EF
INDICATES THAT WAlL THICKNESS IS NOT PREFERRED AS 1% REINFORCEMENT OF THE MIN. WAlL THICKNESS IS NEEDED FOR THE FRP REQUIREMENT. WAlL THICKNESS SHOULD BE INCREASED IN THIS CASE IF POSSIBLE SO THAT NORMAl REINFORCEMENT RATIO COULD BE USED.
TABLE 3 BAR SIZES AND SPACING FOR NON-LOADBEARING PARTITION WALL It
1
300
It
It
1
300
(,
1
1
NOTES: 1.
h
PARTITION WALLS WITH NOMINAL REINFORCEMENT ARE NOT CONSIDERED AS LOAOBEARING STRUCTURAl MEMBERS AND HENCE REINFORCEMENT WILL NOT BE MEASURED SEPARATELY, BUT DEEMED INCLUDED IN THE RATES AS FOR OTHER ARCHITECTURAL FEATURES.
h
2. SLAB THICKNESS & REINFORCEMENT APPUCABLE TO BRICK PARTITION WAlL BASES.
600
100 ~ h
< 120
600
POLYTHENE SHEETING ~-
6T10
50 BUNDING LAYER - - - - '
120
WALL
~
h
~
250 WALL
FIG. 4 1YPICAL DETAIL OF BRICK OR R.C. PARTITION WALL & WALL BASE checked
drawing title
GSEll CJ. WONG
TYPICAL DETAIL OF BRICK OR R.C. PARTITION WALL & WALL BASE
date
~
JULY, 2008 date
approved
AD(sE) W.W. LI 50
o
10
'"" I",,'
JULY. 2008 20
30
I
!
1 : 1 SCAt! BAR
40
I
50 mm
I
drawing no.
scale
SD/008
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x
297~
VERT. REINF'T
WALL THICKNESS, ( mm )
HOR!. REINF'T
h I--N-O-F-R-P---r"F-IR-E-R-ES-ISTI-N-G-P-E-RI-OD-(FR-P-)-R-EQ-U-IRE-M-EN-T-St - - - - - - t REQUIREMENT
1 HOUR
2 HOUR
4 HOUR
ALL CASES
150 ~ h
<
160
160 ~ h
<
180
T10-200 EF
T10-200 EF
Tl0-200 EF
nO-250 EF
180 ~ h
< 200
T12-250 EF
T12-250 EF
T12-250 EF
Tl0-250 EF
200 ~ h
< 240 T12-170 EF
T12-170 EF
T12-170 EF
nO-300 EF
240 ~ h ~ 250
T12-170 EF
n2-250 EF
INDICATES THAT WALL THICKNESS IS NOT PREFERRED AS 170 REINFORCEMENT OF THE WALL THICKNESS IS NEEDED FOR THE FRP REQUIREMENT. WALL THICKNESS SHOULD BE INCREASED IN THIS CASE IF POSSIBLE SO THAT NORMAL REINFORCEMENT RATIO COULD BE USED.
TABLE 4 BAR SIZES AND SPACING FOR R.C. STRUCTURAL WALL ( SEE ALSO DETAIL DRAWINGS WHICH SHALL TAKE PRECEDENCE OVER THIS TABLE.)
I
I
300 .. FL LEV' MIN "V'
?
?
~
~.
-' -'
I-
FL LEV -~
?
?
FOR SIZE AND REINFORCEMENT OF WALL REFER TO TABLE 4 OR AS SPECIFIED ON THE DETAIL DRAWINGS.
~
h
t-
-' -'
I-
GRD LEV
•
"V'
l V~/(',
HARDCORE
J .
.
~
~
l ~/:"-J
V
REFER RELEVANT STR UCTURAL DRAWINGS
V
r-....l~
It
GROUND BEAM OR FOOTING FER RELEVANT STRUCTURAL DRAWINGS)
/
/]
~300
(RE
'I
FIG. 5 1YPICAl DETAil OF R.C. STRUCTURAL WALL checked
drawing title
CSE/1
lYPICAL DETAIL OF R.C. STRUCTURAL WALL
C.T.WONG
approved
AD(SE) W.W. LI 50
0 10 11111111111
dote
~.
JULY. 2008
dote
Wd 20 I
30
I
1 : I SCAlE BAR
JULY. 2008 40
I
50 mm
I
scale
drawing no.
SD/009
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. M 210 x
297~
, . . - - - - WAll REINFORCEMENT - - - - - ,
r-tY
,h .,
TRIMMING BARS (TYING WIRE AT ALL INTERSECTIONS)
h < 120
h < 200
120 ~
200 ~
h
~ 250
SEC. A - A ELEVATION r-
TRIMMING BARS (TYING WIRE AT ALL INTERSECTIONS)
..-- TRIMMING BARS (TYING WIRE AT AlL INTERSECTIONS)
.
I 75
-
-
~
~
WALL REINFORCEMENT
h < 120
120 ~
WALL REINFORCEMENT
L..------L...
h
~ 250
SEC. B - B 1.
TABLE 5 AND FIG. 6 ARE APPLICABLE FOR NON-LOADBEARING WALLS WHERE OPENING WIDTH (L 1) ~ 2m. TRIMMING BARS TO OPENING
WALL THICKNESS, h (mm)
<
L1
<
1m
1m
<
L1
~
2m
1T12 ( SINGLE LAYER )
2T12- 75 (SINGLE LAYER)
< 200
1T12 EF
2T12 - 75 EF
200 ~ h ~ 250
1T16 EF
2T16 - 75 EF
h
120
120 ~ h
TABLE 5 TRIMMING BARS FOR WALL OPENING AT NON-LOADBEARING WALLS 2.
FOR NON-LOADBEARING WALLS WHERE OPENING WIDTH (L1) > 2m, OR FOR ALL SIZE OF OPENING IN STRUCTURAL WALLS, THE LOCATION AND SIZE OF THE OPENING SHALL BE APPROVED BY THE PROJECT STRUCTURAL ENGINEER. DETAILS AND AMOUNT OF TRIMMING BARS SHALL BE SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER. REFER ALSO TO WALL DETAIL DRAWINGS.
3.
UNDER NORMAL SITUATION, IF OPENING WIDTH (L1)
< BAR
SPACING, NO TRIMMING BAR IS REQUIRED.
FIG. 6 TYPICAL DETAIL OF TRIMMING BARS FOR WALL OPENING checked
drawing title
CSEll
TYPICAL DETAIL OF TRIMMING BARS FOR WALL OPENING
C.T. WONG
approved
AO(sE) 50
'1LW. LI 10 0 11111111111
date
~.
rdd 20
I
30
I
1 : 1 SCAI.£ BAR
JULY. 2008 date
JULY. 2008 40
I
50 mm
I
scale
drawing no.
SO/OlO
N.T.s.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x
297~
-r
2 )( 1T16 T 8£ B
~
/
- ~~ IY ~ I I
ill II II
...... f~"""
\.::J
II
'-2 )( 1T16 T 8£ B
AFFECTED BARS
PLAN 300
II ~:: :~: LL
AND ~ 2h
U-BARS TO LAP THjE AFFECTED BARS --::
::::::;::::::
U-BARS TO LAP THE AFFECTED BARS
~ T
t=;:::::t: -"
1T16 T 8£ B
~
1.
1T16 T 8£
~FFECTED BARS
1
r-
B~: ~ I. .TLL
Tl0 EXTRA BARS
•
.1
--
L
-? ..c1
AFFECTED BARS
SLAB WITHOUT TOP REINFORCEMENT
SLAB WITH TOP REINFORCEMENT
SEC. A - A NOTES: 1. FIG. 7 IS APPLICABLE FOR OPENINGS THAT :o. WITH SLAB THICKNESS ~ 200mm b. HAVE OPENING SIZE NOT MORE THAN 600mm OR 0.25 x SPAN LENGTH OF SLAB c. DETAIL NOT APPLICABLE TO OPENINGS IN CANTILEVER SLABS 8
2. IF SIZE OF OPENING REQUIRED.
-=.
< 200mm,
DISPLACE BARS TO SIDES OF OPENING, NO EXTRA TRIMMING BARS
3. FOR SIZE OF OPENING BETWEEN 200mm & 600mm, ADD TRIMMING BARS AS STATED IN THE FIGURE, OR THE AREA OF TRIMMING BAR ON ONE SIDE EQUAL TO HALF THE AREA OF THE AFFECTED BARS IN THE CORRESPONDING DIRECTION CUT BY THE OPENING, WHICHEVER IS THE GREATER.
-
-
4. FOR LARGER SIZE OF SLAB OPENING, DETAILS OF STEEL ARRANGEMENT SHALL BE SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER. REFER ALSO TO SLAB DETAIL DRAWINGS.
-
-
FIG. 7 lYPICAl DETAil OF TRIMMING BARS FOR PERMANENT SLAB OPENING checked
drawing title
..."
-= 0
lYPICAl DETAIL OF TRIMMING BARS FOR PERMANENT SLAB OPENING
CSE/l C.T. WONG approved
AO(SE) W.W. LI 'I'
'I
1
1
1
150
0
10
11111111111
date
~ur
JULY, 2008
date
Wd 20
I
30
I
1 : 1 SCAl£ BAR
JULY, 2008 40
I
50 mm
I
drawing no.
scale
SO/011
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 )(
297~
,I ,I ,, ,, 1----.-,""T,-t--L-SlAB REINFORCEMENT
TRIMMING BAR TO BE SPECIFIED BY THE PROJECT TRUCTURAL ENGINEER IF NEEDED
--'----------t-i
I I
TRIMMING BARS TO BE SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER IF NEEDED
FORMWORK TO BE SLOTTED FOR PASSAGE OF BARS L--'-
SLAB REINFORCEMENT
SEC. A - A NOTES: THE FIGURE IS APPLICABLE TO TEMPORARY SLAB OPENING THE SIZE AND LOCATION OF WHICH SHALL BE APPROVED BY THE PROJECT STRUCTURAL ENGINEER BEFORE CONSTRUCTION.
FIG. 8 TYPICAL DETAIL OF TRIMMING BARS FOR TEMPORARY SLAB OPENING checked
drawing title
lYPICAL DETAIL OF TRIMMING BARS FOR TEMPORARY SLAB OPENING
CSE/I C.T. WONG
~.
JULY. 2008
approved AD(SE)
50
date
W.W. LI o 10
I""',,,,!
date JULY. 2008 20
I
30 !
1 : 1 SCAlI lIAR
40
I
50 mm
I
drawing no.
scale
SD/012
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210
x
297~
PIPE DUCT OPENINGS TO BE CONCRETED AFTER INSTAlLATION OF PIPS
r-- . .
SLAB REINF'T.
I 1
1',,,-
I I I
I
I I
It:
v
10:::
I~
I~
C,!)
I
C5 0...
o
DIA & SPACING SAME AS LAB REINF'T. //~
o
'L...
1
I I I I I I I
TRIMMING BARS TO BE SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER IF NEEDED.
t:z
-I / F= / ~ I ', I ' / 0::: I ',-'\;- // Vl~ IIt I m~' ' / / I,TlL~ I I 1 'x/ '1I ~
I I
/,
//',
--------~I-+--I~I--~I-------
lL.
//
I',
I
I .
E E o o Lf)
:z
~
<"""
I I
I I II
/
/
/
/
/
G:i
0:::
~
,
-'",
<0...(3 ,Vl
'O'd ,~
-I F=
-------
I 1// '~ I-~----- - - - -
1//1
J
~----------~
SLAB REINF'T.
"
WALL - - t -
WIDTH OF OPENING
< 1500mm
CD
8
:5 en
-
~r=f : .• .•
-=-
:z ~
u
~
-
SEC. A - A
-
NOTES: THE FIGURE IS APPLICABLE TO TEMPORARY SLAB OPENING THE SIZE AND LOCATION OF WHICH SHALL BE APPROVED BY THE PROJECT STRUCTURAL ENGINEER BEFORE CONSTRUCTION.
-
FIG. 9 1YPICAL DETAIL FOR LARGER TEMPORARY PIPE DUCT OPENINGS checked
drawing title
- lYPICAL DETAIL FOR TEMPORARY PIPE DUCT - OPENING IN SLAB -::
o
CSE/l C.T. WONG
·1
I
I
I
JULY. 2008
approved
AD(SE) 'I
date
W.W. LI o w '""',,,,'
date JULY, 2008 ~
~
~
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!
1 : 1 SCAlE BAR
50 mm
I
drawing no.
scale
SO/013
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x
297~
T12 STEEL CHAIR @1500 clc MAX.
COVER SPACERS @600 clc MAX.
FORMWORK
~ ( :
SECTION OF SLAB
T12
FORMWORK COVER SPACERS
T12 -U- BAR @1500 clc MAX.
"u"
BAR
MAX. SPACING: 1500 c/c B.W.
WALL REINFORCEMENT
WALL PLAN
SPACERS WITH TIE WIRES
)§§~-
FORMWORK
COVER SPACERS
SECTION OF BEAM NOTES: THE DIAMETER AND SPACING OF CHAIRS ARE GIVEN AS MINIMUM REQUIREMENT, THE CONTRACTOR HAS TO PUT IN ADDITIONAL CHAIRS WHERE NECESSARY TO SUPPORT THE REINFORCEMENT FROM SAGGING OR DISPLACEMENT.
FIG. 10
REQUIREMENT OF SPACER BLOCK. "Un BARS AND STEEL CHAIRS FOR STRUCTURAL ELEMENTS
checked
drawing title
REQUIREMENT OF SPACER BLOCK, 'u' BARS AND STEEL CHAI RS FOR STRUCTURAL ELEMENTS
CSE/l C.T. WONG
dote
~
JULY, 2008
approved
dote
AO(SE) W.W. LI 50
o
I"" I",,'
10
JULY, 2008
I
20
30
40
!
,
1 : 1 SCAlE BAR
50 mm !
drawing no.
scale
SD/014
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210
x
297~
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CURTAILMENT OF LONGITUDINAL BARS IN BEAM
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BEAM BAR OF DIA,
r
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AND
j;J
1. FOR ARRANGEMENT OF REINFORCEMENT IN EXTERIOR COLUMN AND BEAM JUNCTION AT ROOF LEVEL REFER TO ORG No. 50/018.
NOTES:
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ANTICRA.CK WEB BAR REQUIRED .IF BEAM DEPTH > 750mm
111-_--::£---- .... --j--------..., J~/ 1
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NOTES:
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FOR ANTIC RACK BARS AT THE CORNER OF L JUNCTION USE T12 - 250 c/c (MIN.) OR IF BEAM DEPTH GREATER THAN 750mm. USE ANTICRACK BARS AS SPECIFIED ON BEAM DETAIL DRAWING.
-
FIG. 12
lYPICAl DETAil OF BEAM AND BEAM 'L' JUNCTION
checked
drawing title
CSE/1 C.T.WONG
- lYPICAL DETAIL OF BEAM AND BEAM 'L' JUNCTION
approved
...:
0""1'
AD(SE)
'I
I
1
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ISO
W. W. LI 10 0 11111111111
date
~.
hid 20
1
30
1
1 : 1 SCALE BAR
JULY. 2008
date JULY. 2008 40
1
50 mm
I
scale
drawing no.
SD/016
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x
297~
TAL
I I
BEAM BAR
I
-0-'-
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BINDERS WITH SPACING ::;; 200mm (SEE DETAIL DRG)
ROOF BEAM
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w
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CSE/1
TYPICAL DETAIL OF COLUMNS
appraved
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'I
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C.T. WONG
I
Iso
W.W. LI
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date MAR., 2012 date MAR., 2012
drawing no.
SD/017
--
*3T10 BINDERS (SEE NOTE 3) OR AS PER DETAIL DRAWING rev.
scale
B
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
BEAM BAR (01) OF DIA = 01,1
J
1
I I
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(02) ROOF BEAM
BEAM BAR OF DIA = £Ib2
I LESSER ( 0.5h OR 80b1 )
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ROOF BEAM & EXTERIOR COLUMN JUNCTION - TYPICAL DETAIL (I)
TLL BEAM BAR (01) OF DIA = £Ib1
1 II
~±=~1(0=2)====~~~~~~~~~ ~
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ROOF BEAM
I - - I t - I - - - I - - - BINDERS WITH
BEAM BAR OF DIA = £Ib2
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FIG. 14.2
-
checked
drawing title
- lYPICAL DETAIL OF -:
0
ROOF BEAM & EXTERIOR COLUMN JUNCTION - TYPICAL DETAIL (II)
ROOF BEAM & EXTERIOR COLUMN
CSE/l
JUNCTIO~
approved
AD(S[) 'I
'I
1
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w.w. 0
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date
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date
~ 1000
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JULY. 2008 2100
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SD/018
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. A4 210 x
297~
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TYPICAL DETAIL OF 100 THICK GROUND SLAB ON GRADE
HARDCORE SHALL BE OF SUITABLE MATERIAL COMPLYING WITH CLAUSE 3.01{vi) OF THE GENERAL SPECIFICATION OR GRADE 200 RECYCLED ROCK FILL AS SPECIFIED.
GROUND SLABS TO BE CAST IN ALTERNATE PANELS NOT GREATER THAN Sm X Sm. EVERY THIRD JOINT SHALL BE AN EXPANSION JOINT, THE REMAINDER BEING CONTRACTION JOINTS. (CONTRACTOR IS REQUIRED TO SUBMIT LAYOUT OF JOINTS FOR PSE'S APPROVAL PRIOR TO CONSTRUCTION OF THE GROUND SLABS ON GRADE)
2.
DETAIL OF EXPANSION JOINT
APPROVED POLYETHYLENE FOAM JOINT FILLER
THE INSITU FIELD DENSllY OF THE SOIL BENEATH HARDCORE SHALL NOT BE LESS THAN 90% OF THE MAXIMUM DRY DENSllY.
DETAIL OF CONTRACTION JOINT
TWO COATS OF BITUMINOUS PAINT
20 x 12 APPROVED POLYSULPHIDE / POLYURETHANE JOINT SEAlANT
1.
NOTES:
150mm MIN. HARDCORE OR 200mm MIN. GRADE 200 RECYCLED ROCKFILL 'AS SPECIFIED
ONE LAYER OF 65-80 pm POLYTHENE SHEET WITH 150mm LAP MIN.
STEEL FABRIC REINFORCEMENT AT TOP (BS4483 A193 3.02 kg/sq. m) WITH 300mm LAP MIN, WHERE REQUIRED.
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TYPICAL DETAIL OF 150 THICK GROUND SLAB ON GRADE
HARDCORE SHALL BE OF SUITABLE MATERIAL COMPLYING WITH CLAUSE 3.01 (vi) OF THE GENERAL SPECIFICATION OR GRADE 200 RECYCLED ROCKFILL AS SPECIFIED.
GROUND SLABS TO BE CAST IN ALTERNATE PANELS NOT GREATER THAN 6m X 6m. EVERY THIRD JOINT SHALL BE AN EXPANSION JOINT, THE REMAINDER BEING CONTRACTION JOINTS. (CONTRACTOR IS REQUIRED TO SUBMIT LAYOUT OF JOINTS FOR PSE'S APPROVAL PRIOR TO CONSTRUCTION OF THE GROUND SLABS ON GRADE)
2.
DErAIL OF EXPANSION JOINT
APPROVED POLYETHYLENE FOAM JOINT FILLER
THE INSITU FIELD DENSIlY OF THE SOIL BENEATH HARDCORE SHALL NOT BE LESS THAN 90% OF THE MAXIMUM DRY DENSITY.
DErAIL OF CONTRAC]ON JOINT
lWO COATS OF BITUMINOUS PAINT
20 x 12 APPROVED POLYSULPHIDE / POLYURETHANE JOINT SEALANT
1.
NQIES.;,
150mm MIN. HARDCORE OR 200mm MIN. GRADE 200 RECYCLED ROCKFILL ./>S SPECIFIED
ONE LAYER OF 65-80 pm POLYTHENE SHEET WITH 150mm LAP MIN.
STEEL FABRIC REINFORCEMENT AT TOP (BS4483 A193 3.02 kg/sq. m) WITH 300mm LAP MIN. WHERE REQUIRED.
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FIG. 15.3
lYPICAl DETAil OF 200 THICK GROUND SLAB ON GRADE
HARDCORE SHALL BE OF SUITABLE MATERIAL COMPLYING WITH CLAUSE 3.01 (vi) OF THE GENERAL SPECIFICATION OR GRADE 200 RECYCLED ROCKFILL f.S SPECIFIED.
GROUND SlABS TO BE CAST IN AlTERNATE PANELS NOT GREATER THAN 6m x 6m. EVERY THIRD JOINT SHALL BE AN EXPANSION JOINT, THE REMAINDER BEING CONTRACTION JOINTS. (CONTRACTOR IS REQUIRED TO SUBMIT LAYOUT OF JOINTS FOR PSE'S APPROVAL PRIOR TO CONSTRUCTION OF THE GROUND SLABS ON GRADE)
APPROVED POLYETHYLENE FOAM JOINT FILLER
POLYURETHANE JOINT SEALANT
THE INSITU FIELD DENSllY OF THE SOIL BENEATH HARDCORE SHALL NOT BE LESS THAN 90% OF THE MAXIMUM DRY DENSllY.
NOTES:
150mm MIN. HARDCORE OR 200mm MIN. GRADE 200 RECYCLED ROCKFILL As SPECIFIED
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REFER SEPARATE DRAWINGS (INTERNAL R.C. WALL OR BRICKWALL)
~-++- FOR DOWEL BARS
--=-=-_L-1_~
ONE LAYER OF 65-80 J-Im POLYTHENE SHEET WITH 150mm LAP MIN.
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C503 (4.34 kg/sq. m)
STEEL MESH TO BS 4483
20000 MAX.
SINGLE LAYER OF STEEL FABRIC REINFORCEMENT TO BS 4483 WITH 450mm LAP MINIMUM (SEE TABLE 7 FOR MESH TYPE)
MAX. SLAB WIDTH BETWEEN LONGITUDINAL JOINTS, 'B'
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EXPANSION
GRANULAR SUB-BASE MATERIAL REFER TO TABLE 8 ON DRG No. SD/026.
CONTRACTOR IS REQUIRED TO SUBMIT LAYOUT OF JOINTS FOR PSE'S APPROVAL PRIOR TO CONSTRUCTION OF THE EXTERNAL SLABS ON GRADE.
EVERY THIRD JOINT IN THE TRANSVERSE DIRECTION SHOULD BE AN EXPANSION JOINT, THE REMAINDER BEING CONTRACTION JOINTS.
LONGITUDINAL JOINTS SHOULD BE PROVIDED SO THAT SLABS ARE NOT WIDER THAN THE MAX. WIDTH IN TABLE 7.
CONCRETE TO BE GRADE 30/20.
7., THE INSITU FIELD DENSITIES OF COMPACTED MATERIALS BENEATH THE SUB-BASE SHALL BE AS INDICATED ON SECTIONS ON DRAWINGS No. SD/023 TO SD/025.
6.
5.
4.
3.
2.
NOTES: 1. DRAWINGS No. SD/022 TO SD/026 ARE NOT APPLICABLE TO WORKS THAT WILL BE HANDED OVER TO HIGHWAYS DEPARTMENT.
60000 MAX•
20000 MAX.
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RELATIVE COMPACTION ~ 98% SEE GS CLAUSE 3.19 (iv) & (v)
SUB-BASE BOTTOM CRACK-INDUCER ( OF TIMBER, STEEL OR SYNTHETIC MATERIAL ) SECURELY FIXED TO THE BASE. THE COMBINED DEPTH OF DISCONTINUITY PROVIDED BY THE CRACK-INDUCER AND THE SEALING GROOVE AT THE TOP OF THE SLAB SHOULD BE AT LEAST 1/4 OF THE THICKNESS OF THE SLAB
PREFORMED PVC TIGHT FITTING DOWEL SLEEVE
APPROVED POLYSULPHIDE / POLYURETHANE JOINT SEALANT
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SEC. A-A DETAIL OF CONTRACTION JOINT IN EXTERNAL DRIVEWAY AND CAR PARKING AREAS
25mm DIA 650mm LONG MILD STEEL DOWEL BARS AT MID-DEPTH AND AT 300mm CENTRES
350
STEEL FABRIC REINFORCEMENT ( SEE DRG No. SD/022 )
ONE LAYER OF 125 ).Jm POLYTHENE SHEET WITH 150mm LAP MIN. WHERE REQUIRED.
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--
--
-
-
STEEL FABRIC REINFORCEMENT ( SEE DRG No. SD/022 )
I
I
-
SUB-BASE
FIG. 16.3
-
75 I
I
'-12mm DIA. MILD STEEL DOWEL BARS, 1.1m IN LENGTH AND SPACED AT 600mm CENTRES AT MID-DEPTH
---------
IN EXTERNAL DRIVEWAY AND CAR PARKING AREAS
SEC. 8-8 DETAIL OF LONGITUDINAL JOINT
75
t2L. IfYP
10 C'oI
APPROVED SEALING STRIP GLUED TO EDGE OF FIRST SlAB CAST PRIOR TO POURING THE SECOND SlAB
- , ~"-r-.~
150mm LONG PREFORMED PVC TIGHT FITTING SLEEVE-
--
-
ONE LAYER OF 125 pm POLYTHENE SHEET WITH 150mm LAP MIN. WHERE REQUIRED.
RELATIVE COMPACTION ~ 98% SEE GS CLAUSE 3.19 (iv) & (v)
/
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100
-
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FIG. 16.4
0
PREFORMED PVC TIGHT FiTTiNG DOWEL SLEEVE
I
,25 L
~I _ _ ...l
' - 25mm DIA 650mm LONG MILD STEEL DOWEL BARS AT MID-DEPTH AND AT 300mm CENTRES. HALF LENGTH PAINTED WITH BOND PREVENTING COMPOUND.
L
300
'-APPROVED POLYETHYLENE FOAM JOINT FILLER
~
0
A~ -1 25 ~
50 ITYP
l ~ ~~
APPROVED POLYSULPHIOE / POLYURETHANE JOINT SEALANT
25 x 15 SAWN OR WET FORMED GROOVE
SEC. C-C DETAIL OF EXPANSION JOINT IN EXTERNAL DRIVEWAY AND CAR PARKING AREAS
HOLES DRILLED IN THE FILLER TO GIVE J A DOWEL BAR SLEEVE A 路PUSH FIT"
SUB-BASE
...' -
RELATIVE COMPACTION ~ 98% SEE GS CLAUSE 3.19 (iv) & (v)
v
-- _
-
"",0 20
BOND BREAKER ______
,- STEEL FABRIC REINFORCEMENT ( SEE ORG No. SO/022 )
:-- ONE LAYER OF 125 pm POLYTHENE SHEET WITH 150mm LAP MIN. WHERE REQUIRED.
100
8
co
RANGE OF GRADING PERCENTAGE BY WEIGHT PASSING
B. S. SIEVE SIZE
100
75 mm
85
tv
100
20 mm
60
tv
85
10 mm
40
tv
70
5 mm
25
tv
45
600 JJm
8
tv
22
75 JJm
o
N
10
o.
GRANULAR SUB-BASE MATERIAL SHALL BE COMPRISED OF CRUSHED ROCK, RE-CYCLED AGGREGATE OR APPROVED RE-CYCLED SUB-BASE MATERIAL. THE MATERIAL SHALL BE WELL-GRADED AND LIE WITHIN THE ABOVE GRADING LIMITS. THE PARTICLE SIZE SHALL BE DETERMINED IN ACCORDANCE WITH THE REQUIREMENTS OF BS 1377.
b.
THE MATERIAL PASSING THE B.s. SIEVE 425 JJm WHEN TESTED IN ACCORDANCE WITH BS 1377 SHALL BE NON-PLASTIC.
c.
THE MATERIAL SHALL BE LAID AND COMPACTED TO THE REQUIREMENTS OF PARTICULAR SPECIFICATIONS FOR ROADWORKS.
8
-=.
-
-
37.5 mm
-
TABLE 8
GRANULAR SUB-BASE MATERIAL
-
drawing title
- TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND - CARPARK GROUND SLAB -: ON GRADE (5 OF 5)
checked
CSE/1 C.T. WONG
I A' ~W.=W.~U~-=ffof/_IoLL..-4-_-If--_
approved
AD(SE)
~. /
date JULY, 2008
date JULY, 2008
drawing no.
scale
SD/026
N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. M 210 x
1 : 1 SCALE BAR
29j~