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

"

"- 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

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 REINFORCEM