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DRAWING LIST OF SEB TYPICAL DETAILS
DRAWING No. DRAWING TITLE
SD/001D DRAWING LIST OF SEB TYPICAL DETAILS
SD/002A GENERAL NOTES
SD/003A CRANKING OF BARS, STANDARD HOOKS AND BENDS
· SD/004A STEEL REINFORCEMENT ANCHORAGE AND LAP LENGTH REQUIREMENT
SD/005B TYPICAL DETAIL OF SPACER BARS AND STIRRUPS AT BEAMS
SD/006B TYPICAL DETAIL OF TORSION STIRRUPS AND COLUMN BINDERS
SD/007 TYPICAL WALL JUNCTION DETAILS
SD/008 TYPICAL DETAIL OF BRICK OR R.C. PARTITION WALL AND WALL BASE
SD/009 TYPICAL DETAIL OF R.C. STRUCTURAL WALL
SD/010 TYPICAL DETAIL OF TRIMMING BARS FOR WALL OPENING
SD/011 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, 'U' BARS AND STEEL CHAIRS FOR STRUCTURAL ELEMENTS
SD/015 CURTAILMENT OF LONGITUDINAL BARS IN BEAMS
SD/016 TYPICAL DETAIL OF BEAM AND BEAM 'L' JUNCTION
SD/017C TYPICAL DETAIL OF COLUMNS
SD/018 TYPICAL DETAIL OF ROOF BEAM & EXTERIOR COLUMN JUNCTION
SD/019B TYPICAL DETAIL OF 1 00 THICK GROUND SLAB ON GRADE
SD/020B TYPICAL DETAIL OF 150 THICK GROUND SLAB ON GRADE
SD/021B TYPICAL DETAIL OF 200 THICK GROUND SLAB ON GRADE
SD/022A TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND ·CARPARK GROUND SLAB ON GRADE (1 OF 5)
SD/023A TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE (2 OF 5)
SD/024A TYPICAL DETA.IL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE (3 OF 5)
SD/025A TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE (4 OF 5)
SD/026B TYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE (5 OF 5)
drawing title checked dote drawing no. rev. scale
CSE/1 M.K. WONG I------=> DEC., 2014 SD/001 D N.T.S. DRAWING LIST OF SEB 1YPICAL DETAILS approved
~ dote STRU. ENGG. BRANCH
AD(SE) K.T. LEUNG DEC., 2014 ARCH. SERVICES DEPT.
NOTE : IN LIEU OF THE 1YPES OF BEAM STIRRUPS SHOWN ON THE R.C. DRAWINGS, THE CONTRACTOR MAY PROPOSE FOR SO'S APPROVAL ALTERNATIVE TYPES OF BEAM STIRRUPS.
SPACER BARS
u lYPE F
E E
si2 S: A\ ,_
:::> CD
FIG. 1 BEAM STIRRUPS
dn;1wing title
lYPICAL DETAIL OF SPACER BARS AND STIRRUPS AT BEAMS
50
checked
CSE/1 M.K. WONG I
approved
AD(SE) K.T. LEUNG
u· ~· J
'-•
lYPE M
\uJ u
•
(1YPE B)
(1YPE E) 11-----11+-- (1YPE C)
• •
lYPE D
10¢ BUT ~ 70mm
lYPE N
( r ) REFER TO TABLE 1 ( SD/003 )
( *b1 ) REFER TO TABLE 3 ( SD/006 ) Ab2
dote drawing no. rev. , scale
DEC., 2014 SD/005 , B N.T.s.
dote
DEC., 2014
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
8
TLL TLL
lit • • ·11 •• • ·~·
• • a • • • \ [] [J • • • • • •
• • • • 0 • • • • • • • • FIG. 2a TORSION STIRRUPS
NOTE : 1. IN LIEU OF THE TYPES OF COLUMN BINDERS SHOWN ON THE R.C. DRAWINGS, THE CONTRACTOR MAY PROPOSE FOR SO'S APPROVAL ALTERNATIVE TYPES OF COLUMN BINDERS.
drawing title
2. TYPE F CROSSTIES ENGAGING THE SAME LONGITUDINAL BAR SHALL HAVE THEIR 90-DEG HOOKS ALTERNATIVELY FIXED ON OPPOSITE SIDES OF COLUMN.
8~ '\o\1;
~
TYPE C TYPE D
BOND LENGTH CS2 : 1995 CS2 : 2012 FOR REBARS TO
~1 4¢ 5¢
BUT 2 50mm BUT 2 50mm
~ 6¢ 6¢
BUT 2 60mm BUT 2 60mm
TABLE 3 BOND LENGTH FOR HOOKS AND BENDS
REQUIREMENT FOR BEAM STIRRUPS AND COLUMN BINDERS
~150mm
(TYPE D) OR
FIG. 2b TYPICAL DETAIL OF COLUMN BINDERS FOR COLUMN BINDERS : ( r ) REFER TO TABLE 1 ( SD/003 )
checked dote drawing no. rev. scale
8 N.T.S. lYPICAL DETAIL OF TORSION STIRRUPS AND COLUMN BINDERS
CSE/1 M.K. WONG / - )
approved
[MU AD(SE) K.T. LEUNG
• DEC., 2014 SD/006
dote STRU. ENGG. BRANCH ARCH. SERVICES DEPT. DEC., 2014
50
I· TLL
·1
11 i i : } { : : : 'I s s
OR
I· TLL ·1
If i : i : } { : : : : : )1
s s
S = SPACING OF BARS WAll END
<: 0- n 0 :< < " " 5"'<1 " ~-
? .. .. OR ., ., ., 0 ,
] o 0 -.J
o 0 -.J ....:
1\
~ e 10 c
o e ~ c
.JV- l..;y.
../'y- TEE JUNCTION rV'-
o 0 ., 0
-'r-- " e 9 ~ ~ .-
8 Ul TWO BARS SHOULD BE PLACED WITHIN LOOP -=- en
-.J FOR WAlL THICKNESS ~ 200mm. -' -'.,.- ole -.J FOUR BARS SHOULD BE INCLUDED AS SHOWN -' 10 0 ....: ~ t---'Ic-
- FOR WALL THICKNESS OVER 200mm. Ul \ I en
0 0 v v
< OR ~ u ., ~ 0 7-
- -' ~ .. .. .. c> " "- ft ',/ 1----' ..-
s l s l s 1 s 1 '1 '1 '1 '1 -
T.L.L. S = SPACING OF BARS TLL
-
0 ~ l" JUNCTION
-FIG. 3 TYPICAL WALL JUNCTION DETAILS (PLAN)
drawing title checked date drawing no. scale
- lYPICAl WALL JUNCTION CSE/l C.T. WONG ~tX<f JULY. 2008 SD/007 N.T.S.
DETAilS approved -: Wd date STRU. ENGG. BRANCH
...: AO(SE) W,W. U JULY. 2008 ARCH. SERVICES DEPT.
0 'I' 'I I I I 150 0 10 20 30 40 50 mm A4 210 x 297 11111111111 I I I I
1 : 1 SCALE BAR
VERT. REINF'T HORI. REINF'T
WALL THICKNESS, h COMPARTMENT WAll WITH
( mm ) NO FRP FIRE RESISTING PERIOD (FRP) REQUIREMENTS ALL CASES REQUIREMENT 1 HOUR 2 HOUR 4 HOUR
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 300 It
1 1
h
600
It 300 (,
1 1
NOTES:
1. 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.
2. SLAB THICKNESS & REINFORCEMENT APPUCABLE TO BRICK PARTITION WAlL BASES.
POLYTHENE SHEETING
~- 50 BUNDING LAYER ----'
600
h
6T10
100 ~ h < 120 WALL 120 ~ h ~ 250 WALL
FIG. 4 1YPICAL DETAIL OF BRICK OR R.C. PARTITION WALL & WALL BASE
drawing title
TYPICAL DETAIL OF BRICK OR R.C. PARTITION WALL & WALL BASE
50
checked
GSEll CJ. WONG ~ approved
AD(sE) W.W. LI
o 10 20 30 40 '"" I",,' I ! I 1 : 1 SCAt! BAR
date
JULY, 2008
date
JULY. 2008
50 mm I
drawing no. scale
SD /008 N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
A4 210 x 297~
VERT. REINF'T HOR!. REINF'T WALL THICKNESS, 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-S t------t
( mm ) REQUIREMENT 1 HOUR 2 HOUR 4 HOUR ALL CASES
drawing title
150 ~ h < 160 nO-300 EF
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
240 ~ h ~ 250 T12-170 EF T12-170 EF T12-170 EF 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 300 I FL LEV' MIN .. "V'
?
~
~.
FL LEV -~
?
~ t-
GRD LEV "V' • l
-' -' I-
h
-' -' I-
?
?
FOR SIZE AND REINFORCEMENT OF AS
l
WALL REFER TO TABLE 4 OR SPECIFIED ON THE DETAIL DRAWINGS.
V~/(', ~ V ~/:"-J
HARDCORE J . REF V STR
ER RELEVANT UCTURAL DRAWINGS . ~
r-....l~ / GRO
It ~300 /] (RE
'I
UND BEAM OR FOOTING FER RELEVANT STRUCTURAL DRAWINGS)
FIG. 5 1YPICAl DETAil OF R.C. STRUCTURAL WALL checked dote drawing no. scale
lYPICAL DETAIL OF CSE/1 C.T.WONG ~. JULY. 2008 SD/009 N.T.S.
approved
Wd AD(SE) W.W. LI
R.C. STRUCTURAL WALL
50 0 10 20 30 11111111111 I I
1 : I SCAlE BAR
dote
JULY. 2008
40 50 mm I I
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
M 210 x 297~
,..---- WAll REINFORCEMENT -----,
r-tY ,h .,
TRIMMING BARS (TYING WIRE AT ALL INTERSECTIONS)
h < 120 120 ~ h < 200 200 ~ h ~ 250
SEC. A - A
ELEVATION TRIMMING BARS (TYING WIRE AT ALL INTERSECTIONS)
TRIMMING BARS r-..--(TYING WIRE AT AlL I NTERSECTIONS)
I . ~
75 - - WALL REINFORCEMENT ~ L..------L... WALL REINFORCEMENT
h < 120 120 ~ h ~ 250
SEC. B - B
1. TABLE 5 AND FIG. 6 ARE APPLICABLE FOR NON-LOADBEARING WALLS WHERE OPENING WIDTH (L 1) ~ 2m.
WALL THICKNESS, h (mm) TRIMMING BARS TO OPENING
L1 < 1m 1m < L1 ~ 2m
h < 120 1T12 ( SINGLE LAYER ) 2T12- 75 (SINGLE LAYER)
120 ~ h < 200 1T12 EF 2T12 - 75 EF
200 ~ h ~ 250 1T16 EF 2T16 - 75 EF
TABLE 5 TRIMMING BARS FOR WALL OPENING AT NON-LOADBEARING WALLS
2. FOR NON-LOADBEARING WALLS WHERE OPENING WIDTH (L 1) > 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 (L 1) < BAR SPACING, NO TRIMMING BAR IS REQUIRED.
FIG. 6 TYPICAL DETAIL OF TRIMMING BARS FOR WALL OPENING
checked date drawing no. scale
CSEll C.T. WONG ~. JULY. 2008 SO/OlO N.T.s.
drawing title
TYPICAL DETAIL OF TRIMMING BARS FOR WALL OPENING
approved
rdd date STRU. ENGG. BRANCH
AO(sE) '1LW. LI JULY. 2008 ARCH. SERVICES DEPT. 50 0 10 20 30 40 50 mm A4 210 x 297~ 11111111111 I I I I
1 : 1 SCAI.£ BAR
8
-r
2 )( 1T16 T 8£ B
~ /
- ~~ ...... f~"""
IY ~ \.::J
I ill II II I II '-2 )( 1T16 T 8£ B
AFFECTED BARS
PLAN
IILL
U-BARS TO LAP THjE AFFECTED BARS --::
~:: ::::::;:::::: :~: t=;:::::t: ~ -" T 1T16 T 8£ B ~ 1.
~FFECTED BARS
SLAB WITH TOP REINFORCEMENT
300 AND ~ 2h
U-BARS TO LAP THE 1 r- Tl0 EXTRA BARS AFFECTED BARS
1T16 T 8£ B~: ~ • -- -? ..c1 I. . TLL .1 L AFFECTED BARS
SLAB WITHOUT 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
-=. 2. IF SIZE OF OPENING < 200mm, DISPLACE BARS TO SIDES OF OPENING, NO EXTRA TRIMMING BARS
-
-
-
-
REQUIRED.
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
drawing title checked
CSE/l C.T. WONG ~ur -lYPICAl DETAIL OF TRIMMING BARS FOR approved
Wd ..." PERMANENT SLAB OPENING -= AO(SE) W.W. LI 0 'I' 'I 1 1 1 150 0 10 20 30
11111111111 I I 1 : 1 SCAl£ BAR
date
JULY, 2008
date
JULY, 2008
40 50 mm I I
drawing no. scale
SO /011 N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
A4 210 )( 297~
I I , , , ,
, , 1----.-, ""T,-t--L-- TRIMMING BAR TO BE SPECIFIED BY THE PROJECT TRUCTURAL ENGINEER IF NEEDED
SlAB REINFORCEMENT --'----------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
drawing title
lYPICAL DETAIL OF TRIMMING BARS FOR TEMPORARY SLAB OPENING
50
checked
CSE/I C.T. WONG ~. approved
AD(SE) W.W. LI
o 10 20 30 40 I""',,,,! I ! I 1 : 1 SCAlI lIAR
date
JULY. 2008
date
JULY. 2008
50 mm I
drawing no. scale
SD /012 N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
A4 210 x 297~
8 -=-
-
-
-
-
-
E E o o Lf)
v C,!) :z C5 0... o lL. o
PIPE DUCT OPENINGS TO BE CONCRETED -AFTER INSTAlLATION OF PIPS
r-- .... I 1
I I I I I I . It: I~ 10:::
I~ I
SLAB REINF'T.
1',,,- <""" //
I ~ DIA & SPACING SAME AS LAB REINF'T.
I I', //~
I ' -I / 'L... I , F= / ~ I I' / 0::: I ',-'\;- // Vl~ I I ' / It m~' / I,TlL~ I I 1 'x/ '1 1 /, I ~
--------~I-+--I~I--~I------- //', ~
I I I / , <0...(3
I / -'",
I / ,Vl
I I I / -I 'O'd I I / F= ,~
I I 1// '~ I I-~----- ----I 1//1 "
J ~----------~ -------
SLAB REINF'T.
t :z G:i 0:::
TRIMMING BARS TO BE SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER IF NEEDED. WALL --t-
WIDTH OF OPENING < 1500mm
CD
: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
drawing title checked date drawing no. scale
- lYPICAL DETAIL FOR TEMPORARY PIPE DUCT
- OPENING IN SLAB
CSE/l C.T. WONG
approved
JULY. 2008
date
SO/013 N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT. -:: AD(SE) W.W. LI JULY, 2008
o 'I ·1 I I I o w ~ ~ ~ 50 mm I A4 210 x 297~
'""',,,,' I I !
1 : 1 SCAlE BAR
T12 STEEL CHAIR @1500 clc MAX.
COVER SPACERS FORMWORK @600 clc MAX.
SECTION OF SLAB
FORMWORK
~ ( :
T12 "u" BAR COVER SPACERS MAX. SPACING: 1500 c/c B.W.
T12 -U- BAR @1500 clc MAX.
SPACERS WITH TIE WIRES
COVER SPACERS
WALL REINFORCEMENT
WALL PLAN
)§§~- FORMWORK
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
drawing title checked
CSE/l C.T. WONG ~ dote drawing no. scale
REQUIREMENT OF SPACER BLOCK, 'u' BARS AND STEEL CHAI RS FOR STRUCTURAL ELEMENTS
50
JULY, 2008
approved dote
AO(SE) W.W. LI JULY, 2008
o 10 20 30 40 50 mm I"" I",,' I ! , !
1 : 1 SCAlE BAR
SD/014 N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
A4 210 x 297~
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ARS
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DEPT
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SPAN
L1
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AN L
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THE
GRE
ATER
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TERI
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OLUM
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AM J
UNCT
ION
AT
RO
OF
LEVE
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EFER
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RG
No.
50
/018
.
FIG.
11
CU
RTAI
LMEN
T OF
LON
GITU
DINA
L BA
RS
IN
BEAM
J I
TAL
+
LES
ER (
O.5
h 0 R
8(4
)
,-
-'-
~
12¢5
h I 1
8 ....=:
-
-
-
-
-
r SEE NOTE 1 r ANTICRA. CK WEB BAR REQUIRED . h L_ .IF BEAM DEPTH > 750mm
111-_--::£---- .... --j--------..., J~/ I ; I 1 I ; I
iJ-J------ -J-----------I_ 1U. .1 ~ ElfAII U.N R8NFORCEMENT
ELEVATION
T "'V 1 1 1 1 1 1 I 1 I 1 I 1 I
[ 1 I
I BEAM MAIN REINFORCEMENT
I j I ----I 7 I I
~ .... ~ J.
SEE NOTE 1 J ~ PLAN
NOTES:
1. 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
drawing title checked date
C.T.WONG ~. drawing no. scale
- lYPICAL DETAIL OF BEAM AND BEAM 'L' JUNCTION
...:
0""1' 'I I 1 I ISO
CSE/1
approved
AD(SE) W. W. LI
0 10 11111111111
hid 20 30 40 1 1 1
1 : 1 SCALE BAR
JULY. 2008
date
JULY. 2008
50 mm I
SD /016 N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
A4 210 x 297~
8 -=-
-
-
-
-
-
-
-:
-
0
BEAM BAR (01) OF DIA = 01,1 1
J ROOF BEAM
BEAM BAR OF DIA = £Ib2 J
I I
.' (02) "1:>
U') ,... ci A\
I I
(
I
I I
I LESSER ( 0.5h OR 80b1 ) + TAL
--~
1--H+---I--1I---f-- BINDERS WITH SPACING EO 200mm (SEE DETAIL DRG)
I ~ 0.75h I + II 1 ....... 1 .r:
I .§, I U')
-'- .8--.... L I I
I I 114---,------t~- COLUMN BAR (02) OF DIA = 0c
I hi J f,,--1
COL~MN
I FIG. 14.1 ROOF BEAM & EXTERIOR COLUMN JUNCTION
- TYPICAL DETAIL (I)
TLL
I BEAM BAR (01) OF DIA = £Ib1 1 I
~±=~1(0=2)====~~~~~~~~~ ~
ROOF BEAM
BEAM BAR OF DIA = £Ib2 J
-r-
I--It-I---I--- BINDERS WITH SPACING EO 200mm (SEE DETAIL DRG)
[I > 0.75h.1 + If I II !I I
I I
I : I
COLUMN BAR (02) OF DIA = £Ie
.1
COL~MN
FIG. 14.2 ROOF BEAM & EXTERIOR COLUMN JUNCTION
drawing title
lYPICAL DETAIL OF ROOF BEAM & EXTERIOR COLUMN JUNCTIO~
'I 'I 1 1 1 Iso
- TYPICAL DETAIL (II)
checked date
CSE/l C.T. WONG ~. JULY. 2008
approved
~ date
AD(S[) w.w. LI JULY. 2008
0 :lID 1000 1300 2100 2500nmm 11111111111 I I I I
1 1 j 1 SCJtII.III!I\R
drawing no. scale
SD/018 N.T.S.
STRU. ENGG. BRANCH ARCH. SERVICES DEPT.
A4 210 x 297~
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SD
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TO
S
D/0
26
ARE
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F CO
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16
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F LO
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TMEN
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ATIO
N IN
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CORD
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WIT
H CL
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3.
26
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SEC.
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F EX
PANS
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JOIN
T IN
EX
TERN
AL
DRIV
EWAY
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ING
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ATIO
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PACT
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HE
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SE
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ENT
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RMAT
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RDAN
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B-B
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0 0 -=
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drawing title
RANGE OF GRADING '
B. S. SIEVE SIZE PERCENTAGE BY WEIGHT PASSING
75 mm 100
37.5 mm 85 rv 1 QQ
20 mm 60 rv 85 ·
10 mm 40 rv 70
5 mm 25 rv 45
600 J.lm 8 rv.22
75 J.lm Q rv 10
GRANULAR SUB-BASE MATERIAL SHALL BE COMPRISED OF CRUSHED ROCK, RE-CYCLED AGGREGATE OR APPROVED RE-CYCLED SUB-BASE MATE~IAL. 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 CS3.
THE MATERIAL PASSING THE B.S. SIEVE 425 J.lm WHEN TESTED IN ACCORDANCE WITH GEOSPEC 3, TEST METHOD 6.1 SHALL BE NON-PLASTIC.
THE MATERIAL SHALL BE LAID AND COMPACTED TO THE. REQUIREMENTS OF CLAUSE 3.20 OF THE GENERAL SPECIFICATION.
TABLE 8 GRANUlAR SUB-BASE MATERIAL
checked date drawing no. rev.
TYPICAL DETAIL OF I CSE/1 M.K. WONG I DEC., 2014 SD/026 B ...
EXTERNAL DRIVEWAY AND
scale
N.T.S.
CARPARK GROUND SLAB approved date STRU. ENGG. BRANCH
WJ ON GRADE (5 OF 5) AD(SE) K.T. LEUNG DEC., 2014 ARCH. SERVICES DEPT. 'I 'I I I I 150 /