SD/007 lYPICAL WALL JUNCTION DETAILS SD/008 lYPICAL …

DRAWING LIST OF SEB TYPICAL DETAILS (1) DRAWING No. DRAWING TITLE

SD/001F DRAWING LIST OF SEB lYPICAL DETAILS (1)

SD/0028 GENERAL NOTES

SD/0038 CRANKING OF BARS, STANDARD HOOKS AND BENDS

SD/0048 STEEL REINFORCEMENT ANCHORAGE AND LAP LENGTH REQUIREMENT

SD/005C lYPICAL DETAIL OF SPACER BARS AND STIRRUPS AT BEAMS

SD/006D lYPICAL DETAIL OF TORSION STIRRUPS AND COLUMN BINDERS

SD/007 lYPICAL WALL JUNCTION DETAILS

SD/008 lYPICAL DETAIL OF BRICK OR R.C. PARTlTlON WALL AND WALL BASE

SD/009 lYPICAL DETAIL OF R.C. STRUCTURAL WALL

SD/010 lYPICAL DETAIL OF TRIMMING BARS FOR WALL OPENING

SD/011 lYPICAL DETAIL OF TRIMMING BARS FOR PERMANENT SLAB OPENING

SD/012 lYPICAL DETAIL OF TRIMMING BARS FOR TEMPORARY SLAB OPENING

SD/013 lYPICAL DETAIL FOR TEMPORARY PIPE DUCT OPENING IN SLAB

SD/014 REQUIREMENT OF SPACER BLOCK, 'U' BARS AND STEEL CHAIRS FOR STRUCTURAL ELEMENTS

SD/0158 ANCHORAGE AND LAPPING ARRANGEMENT OF BEAM LONGITUDINAL BARS

SD/016 lYPICAL DETAIL OF BEAM AND BEAM 'L' JUNCTION

SD/017C lYPICAL DETAIL OF COLUMNS

SD/01BA lYPICAL DETAIL OF ROOF BEAM & EXTERIOR COLUMN JUNCTION

SD/0198 lYPICAL DETAIL OF 100 THICK GROUND SLAB ON GRADE

SD/020C lYPICAL DETAIL OF 150 THICK GROUND SLAB ON GRADE

SD/021C lYPICAL DETAIL OF 200 THICK GROUND SLAB ON GRADE

SD/022A lYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE (1 OF 5)




SD/0268 lYPICAL DETAIL OF EXTERNAL DRIVEWAY AND CARPARK GROUND SLAB ON GRADE (5 OF 5)

drawing title checked date drawing no. rev. scale

CSE/1 M.K. WONG r ____.--; . SD/001 F N.T.S . DRAWING LIST OF

MAR., 2020

SEB TYPICAL DETAILS (1) approved dote STRU. ENGG. BRANCH AD(SE) K.L TSE ·1'\f'f'trM-c. MAR., 2020 ARCH. SERVICES DEPT.

-

-

-

-

-

-

--

GENERAL NOTES:

1. DRAWINGS SD/001 TO SD/026 (FIG. 1 TO 16 INCLUSNE) AND MH/01 TO MH/11 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.

2. ABBREVIATIONS:-o) GENERAL:

DIA DIAMETER VERT VERTICAL HOR HORIZONTAL TYP TYPICAL

b) RELATING TO REINFORCEMENT: AS AREA OF STEEL 81 BOTTOM LAYER OF BOTTOM REINFORCEMENT 82 SECOND LAYER OF BOTTOM REINFORCEMENT T1 TOP LAYER OF TOP REINFORCEMENT T2 SECOND LAYER OF TOP REINFORCEMENT EF BARS IN EACH FACE NF BARS IN NEAR FACE OF WALL FF BARS IN FAR FACE OF WALL BW BOTH WAYS LV LENGTH VARIES DS DOUBLE STIRRUPS TS TRIPLE STIRRUPS ALT PLACED ALTERNATELY STGD STAGGERED CAL COMPRESSION ANCHORAGE LENGTH CLL COMPRESSION LAP LENGTH TAL TENSION ANCHORAGE LENGTH TLL TENSION LAP LENGTH b BREADTH OF BEAM OR WALL OR COLUMN h DEPTH OF BEAM OR COLUMN OR WALL THICKNESS L SPAN OF BEAM OR SLAB </J DIAMETER

3. TYPE OF BEAM STIRRUPS AND COLUMN BINDERS ARE SHOWN ON TYPICAL DETAIL DRAWING Nos. SD/005 AND SD/006 RESPECTIVELY.

e.g. T10-101(A),102(B)-200 DS

4. ALL DIMENSIONS SHOWN ARE IN MILLIMETRES UNLESS OTHERWISE STATED.

5. i) PLAIN BARS TO CS2 : 2012 DENOTED BY R

ii) RIBBED BARS TO CS2 : 2012 DENOTED BY T

- ., I ,_. ' '

t-1--t-t-1r- (101) TYPE A

1-----1-1-1- (102) TYPE B

drawing title checked dote drawing no. rev. scale

GENERAL NOTES CSE/1 M.K. WONG

, _____,. MAR., 2020

approved dote

AD{SE) K.L. TSE ~ MAR., 2020

SD/002 8 N.T.S.

STRU. ENGG. BRANCH ARCH. SERVICES DEPT.

0 'I I I I I 150

~ R C) AS SPECIFIED

~~-§ ~

[tmERNAI. RADIUS ~~ -s.j_ -s.j_

T T

90" BEND STANDARD HOOK

BAR SIZE {mm) MINIMUM INTERNAL RADIUS ( r ) OF BEND ( mm )

FOR REBARS TO CS2: 2012

10 20

12 24

16 48

20 80

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 - 12f WHICHEVER IS GREATER

- 'S-J_

T -

-----1 1 :i! 12 -

- FIG. 1 CRANKING OF BARS


- CSE/1 M.K. WONG I____,,

MAR., 2020 SD/OO3 8 N.T.S. CRANKING OF BARS,

- STANDARD HOOKS AND approved dote STRU. ENGG. BRANCH _ BENDS

AD(SE) K.L. TSE 1~ MAR., 2020 ARCH. SERVICES DEPT. 0 I I I I I 150

CONCRETE SIZE OF BAR FOR REBARS TO CS2 : 2012 GRADE 10 12 16 20 25 32 40

30 400 500 650 800 1000 1300 1600

35 400 450 600 750 950 1200 1500 TENSION ANCHORAGE LENGTH (TAL)

OR 40 350 450 550 700 900 1100 1400 TENSION LAP LENGTH (TLL)

OR 45 350 400 550 650 850 1050 1300 COMPRESSION LAP LENGTH (CLL)

50 350 400 500 650 800 1000 1250

~60 300 350 450 600 700 900 1150

30 350 400 500 650 800 1050 1300

35 300 350 500 600 750 950 1200

COMPRESSION ANCHORAGE 40 300 350 450 550 700 900 1100

LENGTH (CAL) 45 300 350 450 550 650 850 1050

50 250 300 400 500 650 800 1000

~60 250 300 400 450 600 750 900

SIZE AND LENGTH ALL IN MILLIMETRES

NOTES:

1 . FOR ANCHORAGE OR LAP BETWEEN BARS OF SAME BAR SIZE, USE r/> = SIZE OF BARS.

2. FOR LAP BETWEEN BARS OF DIFFERENT BAR SIZE, USE r/> = SIZE OF SMALLER BARS.

TABLE 2 ANCHORAGE & LAP LENGTH REQUIREMENT

8 --=-

-

-

-

-

S! -

-

drawing title checked date drawing no. rev. scale

- CSE/1 M.K. WONG '_______,, MAR., 2020 SD/004 8 N.T.S. STEEL REINFORCEMENT

- ANCHORAGE AND approved date STRU. ENGG. BRANCH - LAP LENGTH REQUIREMENT

AD(SE) K.L. TSE 1YVVfl.A c: ARCH. SERVICES DEPT. MAR., 2020

0 I I I I I 1so

NOTE : IN LIEU OF THE TYPES OF BEAM STIRRUPS SHOWN ON THE R.C. DRAWINGS, THE CONTRACTOR MAY PROPOSE FOR so·s APPROVAL ALTERNATIVE TYPES OF BEAM STIRRUPS.

------(TYPE G) SPACER BAR ---HI-~

~-1500 c/ c (TYPE H)

~ = MAIN BAR SIZE BUT T25 MIN.

SPACER BARS

lYPE E

u E E

r/J -s. R s /\\

1-:::, CD

lYPE F

E E

-s.R s /\\

1-:::, CD

~::) FIG. 1 BEAM STIRRUPS

drawing title checked

CSE/1 M.K. WONG

approved

11-----111---4+--(TYPE B)

------ (TYPE E)

. ";

a----11+-- (TYPE C)

• •

lYPE D

10r/J BUT ;::: 70mm

lYPE N lYPE M ( r) REFER TO TABLE 1 ( SD/OO3)

( ~b1 ) REFER TO TABLE 3 { SD/OO6 ) Ab2

dote drawing no. rev. scale

r- :::> FEB .• 2018 SD/005 C N.T.S.

dote STRU. ENGG. BRANCH TYPICAL DETAIL OF SPACER BARS AND STIRRUPS AT BEAMS

AD(SE) K.L. TSE ~A ,e • FEB., 2018 ARCH. SERVICES DEPT. 50

TLL Tll

l • • l • 1J •

• • • TYPE O. [] TYPE R

• • • 0 • • • • • • • FIG. 2o 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.

2. TYPE F CROSSTIES ENGAGING THE SAME LONGITUDINAL BAR SHALL H VE THEIR 90-DEG HOOKS ALTERNATIVELY FIXED ON OPPOSITE SIDES OF COLUMN.

0

0

drawing title

TYPICAL DETAIL OF

' ~

JYPE D

80tl) lDCIH CS2 : 2012 FOR REINS 10

J., SQl

BUT ~ 50mm

J.z 10(1)

BUT ~ 70mm

TABLE. 3 0 BOND LENGTH FOR HOOKS AND BENDS

REQUIREMENT FOR BEAM STIRRUPS AND COWMN BINDERS

1----11---"•-11+- (lYPE F)

OR r==,==,===t:::::::::::fl- (TYPE F) .___.,___ __ (TYPE F)

~150mm

(lYPE D) OR

FIG. 2b TYPICAL DETAIL OF COLUMN BINDERS FOR COLUMN BINDERS : ( r ) REFER TO TABLE 1 ( SD/003 )

checked dote drawing no.

CSE/1 M.K. WONG 1 .....----, • MAR., 2020 SD/OO6

rev. scale

D N.T.S.

TORSION STIRRUPS AND approved dote STRU. ENGG. BRANCH COLUMN BINDERS

AD(SE) K.L. TSE 1'\/VV'{\/\_,,, ARCH. SERVICES DEPT. MAR., 2020

50

8

I· TLL . I

IJ s i s i I· TLL · I

If i = j s s

S = SPACING OF BARS

_j _j .....:

: } { : : : jl

OR

: } { : : = : : JI

WALL END

OR

]

TEE JUNCTION

0

U) TWO BARS SHOULD BE PLACED WITHIN LOOP ------1----H-,

s

_J _j

i---=

T.L.L.

s

FOR WALL THICKNESS ~ 200mm, FOUR BARS SHOULD BE INCLUDED AS SHOWN FOR WALL THICKNESS OVER 200mm.

OR

S = SPACING OF BARS

"L" JUNCTION

TLL

FIG. 3 TYPICAL WALL JUNCTION DETAILS (PLAN)

drawing title

lYPICAL WALL JUNCTION DETAILS

50

checked

CSE/1 CJ.WONG~·

approved

~· AD(SE) 'JJ.,'JJ., U 0 10 20 30 l1111111111 I I

1 : 1 SCALE BAR

date

JULY, 2008

date

JULY, 2008

40 50 mm I I

drawing no.

SD/007 scale

N.T.S.


M 210 X 297_J

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 T10-250

120 < h < 160 T10-300 EF T10-300 EF

160 < h < 180 T10-300 EF T10-300 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

1, 300 1,

1 1

h

600

1, 300 1,

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 APPLICABLE TO BRICK PARTITION WALL BASES.

POLYTHENE SHEETING

.____ 50 BLINDING LAYER _ ___,

'•

600

h

100 E; 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

CSE/1 C.T. WONG ~·

approved

AD(SE) W.W. LI

Y::::r::,lP 2P 3r 4f' 1 : I SCA!! BAR

date

JULY, 2008

date

JULY, 2008

50 mm I

drawing no.

SD/008

scale

N.T.S.


M 210 X 297_J

VERT. REINF'T HORI. REINF'T WALL THICKNESS, h 1--N_O_F_R_P----.-F-IR_E_R-ES-ISTI_N_G_P_E-RI-OD-(FR_P_) -R-EQ-U-IRE-M-EN_T_S +------t

( mm ) REQUIREMENT 1 HOUR 2 HOUR 4 HOUR ALL CASES

drawing title

150 ~ h < 160 T10-300 EF

160 ~ h < 180 T10-200 EF T10-200 EF T10-200 EF T10-250 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 T12-250 EF

INDICATES THAT WALL THICKNESS IS NOT PREFERRED AS 1% 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 ...

FL LEV

GRD LEV

300

...+---- FOR SIZE AND REINFORCEMENT OF WALL REFER TO TABLE 4 OR AS SPECIFIED ON THE DETAIL DRAWINGS.

h

~-- REFER RELEVANT STRUCTURAL DRAWINGS

GROUND BEAM OR FOOTING (REFER RELEVANT STRUCTURAL DRAWINGS)

FIG. 5 1YPICAL DETAIL OF R.C. STRUCTURAL WALL checked dote drawing no.

lYPICAL DETAIL OF CSE/1 CJ.WONG~· JULY, 2008 SD/009 scale

N.T.S.

R.C. STRUCTURAL WALL approved

hid_ AD(SE) '/1..W. LI so 0 10 20 30

l1111I 1111 I I I 1 : I SC,U: BAR

dote

JULY, 2008

40 50 mm I I


M 210 X 297_J

.------ WALL REINFORCEMENT ------,

1-11--1 I h ·I

TRIMMING BARS (TYING WIRE AT ALL INTERSECTIONS)

h < 120 120 < h < 200 200 < h < 250

SEC. A - A

ELEVATION TRIMMING BARS

TRIMMING BARS (TYING WIRE AT ALL INTERSECTIONS)

(TYING WIRE AT ALL INTERSECTIONS)

WALL REINFORCEMENT ~ ~___..._ WALL REINFORCEMENT

h < 120 120 < h < 250

SEC. 8 - 8

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 N0N-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

drawing title

TYPICAL DETAIL OF TRIMMING BARS FOR WALL OPENING

50

checked

CSE/1 C.T. WONG ~·

approved

~ AD(SE) W.,W. LI 0 10 20 30

1 : 1 SCAI.£ BAR

date

JULY, 2008

date

JULY, 2008

40 50 mm

drawing no.

SD/010

scale

N.T.S.


A4 210 x 297_J

U-BARS TO LAP lHj AFFECTED BARS

1T16 T & B

!ILL

: : : :

--+----,it----2 x 1T16 T & B

2 x 1T16 T & B

---- AFFECTED BARS __ _,

PLAN 300

AND ~ 2h U-BARS TO LAP THE -----+-~

AFFECTED BARS T10 EXTRA BARS

: t : } ,=I ~•-

1T16 T & B ?C~====~::::::i~:::t _c I __ ._TL_L __ , I AFFECTED BARS

SLAB WITH TOP REINFORCEMENT SLAB WITHOUT TOP REINFORCEMENT

SEC. A A

NOTES:

1. FIG. 7 IS APPLICABLE FOR OPENINGS THAT :-a. 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


CSE/1 C.T. WONG ~-TYPICAL DETAIL OF TRIMMING BARS FOR approved

W4 PERMANENT SLAB OPENING AD(SE) W.W. LI

50 0 10 20 30 11111111111 I I

1 : 1 SCAl£ BAR

date

JULY, 2008

date

JULY, 2008

40 50 mm I I

drawing no.

SD/011

scale

N.T.S.


AA 210 X 297_J

I I I I I I

I I ------,-, ....,.., ---1__._- TRIMMING BAR TO BE SPECIFIED BY

THE PROJECT TRUCTURAL ENGINEER IF NEEDED

SLAB REINFORCEMENT _.____ _____ ...,_.

NOTES:

I I

TRIMMING BARS TO BE SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER IF NEEDED

FORMW0RK TO BE SLOTTED FOR PASSAGE OF BARS

...__._ SLAB REINFORCEMENT

SEC. A - A

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 l)'PICAL DETAIL OF TRIMMING BARS FOR TEMPORARY SLAB OPENING

drawing title checked date drawing no. scale

TYPICAL DETAIL OF CSE/1 C.T. WQNG ~· JULY, 2008 SD/012 N.T.S.

TRIMMING BARS FOR approved

hid_ dote STRU. ENGG. BRANCH TEMPORARY SLAB OPENING

AD(SE) w.,w., LI JULY, 2008 ARCH. SERVICES DEPT. 50 0 10 20 JO 40 50mm M 210 X 297_J l1111l11111 I I I I

1 : 1 SCAlI BAA

§

PIPE DUCT OPENINGS TO BE CONCRETED -AFTER INSTALLATION OF PIPS

E E

0 0 LO

V c.::, :z c5

,----< I 1

SLAB REINF'T.

I rs::---------- ~ -------;; I I '-,_J // I 11 )... DIA & SPACING SAME AS SLAB REINF'T. I I ' / ' / ,-.: I I I ' ~ / 'L.. I . I ' / e§ 1-t I I ' / a:: I e§ I ', --'1. // vi~

I : I I ' / I :5 I, fil ~ ',_ / I, fil ~ 1 vi I I 1 'x/ 'I

t: :z G:i 0::

a.. 0 LL. 0

I I / ' I ~ -----+l--•- .... 1-•I--- // ', ~

I II I // ...i._ ', ~ c.::, :z

~

TRIMMING BARS TO BE SPECIFIED BY THE PROJECT STRUCTURAL ENGINEER IF NEEDED.

CD

:5 en

~Lf : :z :,,e: u ~

NOTES:

I / '- vi V>

I I I / -I ' <Id <Id I I // F= ', ~ 2i : :_JL _____ .,_ ___ ~ _ I I //1 ', J i,: _________ ,, -------~

SLAB REINF'T.

WALL --

WIDTH OF OPENING < 1500mm

•

SEC. A - A

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 lYPICAL DETAIL FOR LARGER TEMPORARY PIPE DUCT OPENINGS

drawing title checked date drawing no.

lYPICAL DETAIL FOR CSE/1 C.T. WONG ~ JULY, 2008 SD/013

scale

N.T.S.

TEMPORARY PIPE DUCT approved

hid_ date STRU. ENGG. BRANCH OPENING IN SLAB

AD(SE) '/1..W. LI JULY, 2008 ARCH. SERVICES DEPT. 50 0 10 20 JO 40 50 mm A4 210 X 297_J

1 : 1 SCALE BAR

T12 STEEL CHAIR @1500 c/c MAX.

~- REINFORCEMENT OF SLAB SIZE OF BAR = 1/1

COVER SPACERS FORMWORK @600 c/c MAX.

SECTION OF SLAB

FORMWORK

~ [ :

T12 "U" BAR COVER SPACERS MAX. SPACING : 1500 c/c B.W.

T12 -U- BAR @1500 c/c MAX.

SPACERS WITH TIE WIRES

COVER SPACERS

WALL REINFORCEMENT

WALL PLAN

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.

drawing title

FIG. 10 REQUIREMENT OF SPACER BLOCK, "U" BARS AND STEEL CHAIRS FOR STRUCTURAL ELEMENTS

checked

CSE/1 C.T. WONG ~ date

JULY, 2008

drawing no.

SD/014 scale

N.T.S. REQUIREMENT OF SPACER BLOCK, 'U' BARS AND STEEL CHAIRS FOR STRUCTURAL ELEMENTS

approved

AD(SE) W.W. LI

date

JULY, 2008


50 40 50 mm I I

I : I SCALE BAR

A4 210 X 297_J

I~~~:

(/)

OJ

J2 :

c 5

· ~

ZO

'°

3::

G")

~ 2

1 G

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(D

r->

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l ~ VJ e !A r vl

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0 N

0

0 :::

0 Z

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G

">

ZZ

::::

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C

l"1'1

03

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~~

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~

"Cl

"Cl l

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:z:

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.... J I .

c.

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s-

0 N

0

0 ::r ~ ,.. (D

c.

c.

Q s- c. a :E

5·

!~ (

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cO

c::,

::::, ....

.......

!='

. .

0 - 01 en

!z!

i8

(")

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(,Ja

,.--•

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z "'

~ 0 Q

a;

-

50

100

l::~

CO

WM

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WAL

L !1 ,J

TAL

LAP

LAP

I 1~·~1

l~~

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RRIE

S

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0 0

L BE

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AR O

F DI

A. -

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BE

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F DI

A. -

,

LAN

TI-C

RA

CK

WEB

BAR

S OF

DIA

0&.

FOR

BEA

M DE

PTH

> 7

50

01

0

-I

Wt.

L B

EAM

BAR

OF D

IA, ~

ILE~TH

I 12

~

1205

~C 7

5h

-i---

h I

-i---

-

J r

NOTE

S:

1.

FOR

ARRA

NGEM

ENT

OF R

EINF

ORCE

MEN

T IN

EXT

ERIO

R CO

LUM

N AN

D BE

AM J

UNCT

ION

AT R

OOF

LEVE

L RE

FER

TO

DRG

No.

SD

/018

.

TAL

+ L

ESSE

R (0

.5h

OR 8

0 4)

r CA

RRIE

S BEAM

BAR

OF

DIA.

f_.

j TA

L

BEAM

BAR

OF

DIA,

~ j

FIG.

11

AN

CHOR

AGE

AND

LAPP

ING

ARRA

NGEM

ENT

OF B

EAM

LO

NGIT

UDIN

AL B

ARS

l::~

CO

L UM

N

o I o

-

I I I

IL W

t. --

12"5

~0.7

'5h

-f-- w

NOTES:

SEE NOTE 1

1· 1U. -I

ANTICRACK WEB BAR REQUIRED IF BEAM DEPTH > 750mm

BEAM MAIN REINFORCEMENT

ELEVATION

T •----H, ---.-- BEAM MAIN REINFORCEMENT

j_ l=-=::f-==-==-=-=-==-==-==-===-==-===-=1 • --r --------------1 I

--~-SEE NOTE 1

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


CSE/1 C.T. WONG ~·

date

JULY, 2008

drawing no.

SD/016 scale

N.T.S. lYPICAL DETAIL OF BEAM AND BEAM 'L' JUNCTION approved

AD(SE) W.W. LI

date

JULY, 2008


50 O•'IIM11ll'111111111i1i1:Jp==2::111p __ 30

t::, =:::114P _ __.f' mm 1 : 1 SCALE BAR

A4 210 X 297_J

BINDERS WITH SPACING ~ 200mm

(SEE DETAIL DRG)

COLUMN BAR

--

~~ ~

- -X

.>

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(SEE DETAIL DRG)

--

AL

~-(/) et: uJ c:::, z iii

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ROOF BEAM -o

COLUMN - BEAM CONDITION

GENERAL

•STRONG COLUMN - WEAK BEAM•

- GREATER THAN 75mm USE BENT BAR AND DOWEL

...I-"

~~ ""O I(') ....J

FLOOR BEAM r-- i5 ....J 0 i5 /\\

DOWEL

--~ ~ - COLUMN BAR

(/) COLUMN - BEAM et: uJ CONDITION c:::, z iii

AL

~ AND (TAL +8 BAR DIA) LESSER OF (TAL + d/2

TAL

LESS THAN OR EQUAL TO 75mm, USE CRANKED BAR -

I FLOOR BEAM

COLUMN BAR-

X

::c GENERAL ~ ( H/ 4 - LAP LENGTH/2 )

~~ •STRONG COLUMN ~ 0 - ,__ - WEAK BEAM•

X -- COLUMN BAR COLUMN BAR

-I BINDERS WITH

-H SPACING ~ 200mm - FLOOR BEAM FLOOR BEAM (SEE DETAIL DRG)

~

COLUMN y L BASE (/) et:

*3T10 BINDERS- uJ GENERAL 0 TAL c:::,

(SEE NOTE 3) z iii ~ LESSER OF

OR FIXED ~ (H1 / 4-LAP LENGTH/2) (TAL+D/2) AND AS PER DETAIL (TAL.+8 BAR DIA) DRAWING

1 <'

c:::, I(') BAR DIA Min. BINDER r--0 (mm) FOR EACH BAR ~

-- 20 T10 - 150

L I L 25 T10 - 135

sb BLINDING LAYER 32 T12 - 150

NOTES: - TRANSFER BEAM OR FOUNDATION BEAM T12 - 135 OR PILE CAP OR FOOTING 40

1. FOR ARRANGEMENT OF BEAM REINFORCEMENT IN EXTERIOR COLUMN AND BEAM JUNCTION

lt----+----ti------ COLUMN BAR

:::::=,-.:r---(/) et: uJ c:::, z ffi --

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~

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-- _.._

AT ROOF LEVEL REFER TO DRAWING No. SD/018. 2. ''H'' : RESPECTIVE FLOOR HEIGHT. l" L 3. IN LIEU OF THE BINDERS, THE CONTRACTOR MAY 50 BLINDING LAYER

1 - *3T10 BIND I

(SEE NOTE ERS 3)

SUBMIT FOR so's APPROVAL AN ALTERNATIVE METHOD OF FIXING COLUMN STARTER BARS IN POSITION.


- PILE CAP OR FOOTING OR

FIG. 13 lYPICAL DETAIL OF COWMNS ~RA:~G DETAIL

date drawing no. rev. scale

TYPICAL DETAIL OF COLUMNS

(atg.)CSE/1 M.K. WONG 1 ----2 . JAN., 2014 SD/017 C N.T.S.

approved

AD(SE) K.T. LEUNG

~ dole

~~~~ ..... -------- JAN., 2014

50


BEAM BAR (01) OF DIA = 0b1

I LESSER ( 0.5h OR 80b1 ) + TAL

~LAP LENGTH

( 02) ..,-t---.==!-1...-----1 ll")

ROOF BEAM r---0 A\

,--.....-,----,-,-_----,.-- BINDERS WITH N SPACING ~ 200mm ~ (SEE DETAIL DRG)

BEAM BAR OF DIA = 0b2 +

COLiliMN

I

FIG. 14.1 ROOF BEAM & EXTERIOR COLUMN JUNCTION - TYPICAL DETAIL (I)

j .. LAPLENGTH ,., .. ~d .. ,

BEAM BAR (01) OF DIA = 0b1 I I I I 1(02) (01)

ROOF BEAM

BEAM BAR OF DIA = 0b2

-0 ll") r---0 /\\

t---ttt--t---- BINDERS WITH SPACING ~ 200mm (SEE DETAIL DRG)

~O. 5h

I +

.--~--COLUMN BAR (02) OF DIA = 0c

COL~MN

FIG. 14.2 ROOF BEAM & EXTERIOR COLUMN JUNCTION - TYPICAL DETAIL (II)


CSE/1 M.K. WONG r .--------, MAR., 2020 SD/018 A N.T.S.

lYPICAL DETAIL OF ROOF BEAM & approved dote STRU. ENGG. BRANCH EXTERIOR COLUMN JUNCTION

AD(SE) K.l. TSE 1vttN'v ARCH. SERVICES DEPT. MAR., 2020

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drawing title

RANGE OF GRADING '

B. S. SIEVE SIZE PERCENTAGE BY WEIGHT PASSING

75 mm 100

37.5 mm 85 N 100

20 mm 60 N 85 .

10 mm 40 N 70

5 mm 25 N 45

600 µm 8 N. 22

75 µm 0 N 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 µm 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/O26 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 /

I 7 DRAWING LIST OF SEB TYPICAL DETAILS (2) - MANHOLES

DRAWING No. DRAWING TITLE

MH/01 DRAWING LIST OF SEB TYPICAL DETAILS (2) - MANHOLES

MH/02 lYPICAL R.C. DETAILS OF MANHOLE TYPE A

MH/03 lYPICAL R.C. DETAILS OF MANHOLE lYPE B

MH/04 lYPICAL R.C. DETAILS OF MANHOLE lYPE C

MH/05 TYPICAL R.C. DETAILS OF MANHOLE TYPE D

MH/06 TYPICAL R.C. DETAILS OF MANHOLE TYPE E (1 OF 3)



MH/09 TYPICAL R.C. DETAILS OF MANHOLE lYPE F (1 OF 3)

MH/10 TYPICAL R.C. DETAILS OF MANHOLE TYPE F (2 OF 3)

MH/11 lYPICAL R.C. DETAILS OF MANHOLE TYPE F (3 OF 3)

8 -=-

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title checked dote drawing no. rev. scale CSE/1 M.K. WONG I -----, • MAR., 2020 MH/O1 - DRAWING LIST OF SEB -approved dote

TYPICAL DETAILS (2) AD(SE) K.L TSE !VWM ~ MAR., 2020

A ARCHITECTURAL -...: - MANHOLES office SERVICES

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date MAR., 2020

date MAR., 2020

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- TYPICAL R.C. DETAILS OF MANHOLE TYPE 8

approved AD(SE) K.L TSE --rwtvvL,

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-'le---::,.';:.-=.=-+ •-1,..::::t::::::;:=::::;:=:::::..i-'J 7 L'- • • 7 3 1-.p,..---..a.· _ __..,. _ __.._, 3

0 LO LO

0 0 N

title

. . I

8 300 8 4 4 TYP. 'I

- Tl0-4-200 81 - 110-8-200 82

SEC. A-A SEC. 8-8

A'\ 200 -"-_.,/550 200

T.L.L.

8 (11 ~ (1). 8 4 •. I ·, 4

. .

~ I

5 L 5

11+ 2-200 IO ~ \..::.,1 \..::.,1

I IO

110-1-200 - .,_ 110-2-200 - - 110-1-200 5 5

4 •. •• 4

8 (1) (1) 8

/s, 300

V 1YP. - 110-2-200

SECTIONAL PLAN

checked CSE/1 M.K. WONG 1 ____, ,

NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETRES.



dote drawing no. rev. scale MAR., 2020

- TYPICAL R.C. DETAILS OF MANHOLE TYPE C

approved -{y AD(SE) K.L. TSE VVWV\_,,

dote

MAR., 2020

MH/04 1 : 20

A ARCHITECTURAL -office SERVICES - STRUCTURAL ENGINEERING BRANCH DEPARTMENT

O I I I I I 1so A4 210 X 297

1, 200 ~ 550 1,2001,2001,, I, 200 1, 200 1, 550 , 1. 200 I

l l l GROUND LEVEL 'I ·1 }10-8-200 u-BAR }- l GROUND LEVEJ ~ 0-8-200 U-BAR - ..... / l~2 ~~'v; 2A ~ "-,"< ,"< ,"

-''N ,,-;. (5) 2

. 1 1 . 2 2 ,r-;ia 1

0 (4) (10) 0 (5) (10) 0 0

_j t') t')

_j • '" ,. . I lo _j _j ,-:

Tl0-7-~l ~-~ ,-:

.! __(fil . '" {8) . (7) :::l :::l {7) I' (8) • '" (8) r- ' ' ~ 110-7-200 ' '

~ I- I- x

<C I ~ ~ • I• . 11 .. ::.

0 0 0

~~ I 0

~ ~ I• ~ . I• .. 1• •

110-5-200 _:,rs-

110-5-200 ,. la I• la 8 ~ 0 . ,, . I• ~

t') g~ 110-6-200 110-6-200

I' la - 110-3-200 l1 ,. ~

,... Tl0-9-200 12 11 • g~ 1 11 la 2 2 ,. la 1 1 I• • 2 2 I• ~ 1

3 . - .

3 9 . . . 9 '° in N N N N . . . . o-'-! 10 300 10 4 300 4 o-'-! IOCO '° cc

1YP. ,

1YP. ,,

- Tl0-4-200 B1 - 110-10-200 B2

SEC. A-A SEC. 8-8

A\ "-..,J

200 750 200

T.L.L. NOTES:

(1) ; 1. ALL DIMENSIONS ARE IN MILLIMETRES.

10 (1) 10 2. CONCRETE: GRADE 30/20. 0 4 •• r 4 0 3. FOR LOCATION, LEVELS AND MANHOLE COVER, N . . .

L nt,-200' 6

REFER TO BSB DRAWINGS. 8 5

...::. h-,.. ~ . . \J \.::.,,1 - 110-2-200

0

'° . . . I r--

110-1-200 - Tl0-1-200 I 5 r Tl0-2-200

. - 6 6

. . . 0 0 N 4 •• . •' 4 -

10 (1) (1) 10

~ 300 / 3\ TYP.

V - SECTIONAL PLAN

title checked date drawing no. rev. scale CSE/1 M.K. WONG r ___,. MAR., 2020

MH/05 1 : 20 - TYPICAL R.C. DETAILS approved 1\/IJVV\ll dote

OF MANHOLE TYPED AD(SE) K.L. TSE / MAR., 2020

A ARCHITECTURAL -office SERVICES - STRUCTURAL ENGINEERING BRANCH DEPARTMENT :

L 0 '1""1 I I I 150 A4 210 X 297

~

L

title

0 0 N

8 N

0 0 N

0 0 N

T10-9-200

:is ::?

8 N

200

2T12-103 2T12-104 B1

14

16

550 200

7

I I

200

T1 B1

l--t--t--+--1-+--tr------t--1-,1

1

--,,--- T10-5-200 T2 T10-6-200 82

__ _j

16 14- 14 15 -15

i i Tl0-10-200

Tl0-10-200 Tl0-10-200 Tl0-9-200

14

15 NOTES:

1. ALL DIMENSIONS ARE IN MILLIMETRES. Tl0-10-200


3. FOR LOCATION, LEVELS ANO MANHOLE 11_.J!l:::5::::;;;::::=:;;:=:t:=;:::=:;::=:;:l==::;::=l::5 ~.JJ COVER, REFER TO BSB DRAWINGS .. 16 L' 16

24 300 (9) 24 TYP.

SECTIONAL P checked dote drawing no. rev. scale

lYPICAL R.C. DETAILS OF MANHOLE lYPE E

CSE/1 M.K. WONG I_____,' MAR., 2020

approved dote

AO(SE) K.L. TSE MAR., 2020

MH/06 1 : 20


office

(1 OF 3) STRUCTURAL ENGINEERING BRANCH 50 A4 210 x 297

300

] 200 550 200 300

r- 110-18 BAR /

T10-19 GROUN,! LEVEL ,_ l10-17- 2oo U- C___ (LAP 400 WHERE REQ'D)

v,>v»;; ~ 1, 7 I~/ ~~~ (00v✓ /iW L - - - - - J r (1) ("<A"<A"<✓ aI

19 , r,i- lts ir== II o (14) (14) 111 3 (16) 3 ~

9 ' I' 10 101 .. i19•' 9 0

.. / \ '} • • 1U (1) ~

102 102 4 L (2)

- 110-20-200

' I'

(17) ~ . (17)

' I'

4 I' I'

' lo

1• I' ' I'

' I' ' I'

200 1350 200

I' I' ' I'

~ ,, I' ' "' 0 0 0 r")

' . ' I'

Tl0-14-200 E.F. 110-15-200 ---t--t 110-16-200 ;• I' ' "'

I• I' ' "'

I' I' ' "'

' I'

(12) 'f ' (13) (13) , ' (12)

§1 . ' I'

_j ~ 110-11-200 l1 _j

0 .

g~ 9 ' 10 (14) , " (14)

t-= 10 , 9

(15) ~ "' (16)

20 . . 110-13-200

- - . 20 in

T10-13-200 N N . . . J

21 300 .A'--,,1Y,,...,P,...._ -,r

21 0 .:.,j

in cri

- no-12-200 01

SEC. A-A

checked dote drawing no. rev. scale title CSE/1 M.K. WONG 1-------,· MAR., 2020 MH/07 1 : 20 lYPICAL R.C. DETAILS approved dote

OF MANHOLE lYPE E AD(SE) K.L. TSE MAR., 2020

A ARCHITECTURAL office SERVICES

(2 OF 3) STRUCTURAL ENGINEERING BRANCH DEPARTMENT

L 50 A4 210 X 297

L

GROUND LEVEL .....,.

~~~ ,"< ,'\:. ,'\:..11, 300 I ., TYP. 7 .,

' . ' 9

(3) I 1 (24)

-I• '" 8

• •

• . • •

200

' '" ,,

'" I

'" T 10-24-200

' "'

' '"

' '"

' • (22) , ' (23)

' '"

~ ~ (24) ' 10

/ (15) 11

. 12

title

TYPICAL R.C. DETAILS OF MANHOLE TYPE E

300 TYP

(3 OF 3) 50

. -

550

/2j11 71~ - (3) 4-

1u· af 110310~ 7 1 1 I ~ • . . . . • • I

I 10 9 0 {24\ I (3) ~ - - - - - - -

8 104 104 2 2 I• ""

- (4) ' •

' . ' "' 1350 200

' "' ~ :::;;

' "' 0 0 0 I")

' "' Tl0-15-200 Tl0-15-200 Tl0-24-200

' "'

' "'

' "'

' • (23) , ' ,22)

' "' _j

.-- T!0-21-200 T2 _j ~

( 1?1 ' 15 ~ 19 {24) . . . . . 11 Tto-23-200 Tl0-23-200 . . . - - . I

l 12 'I - - -no 22 200 02

SEC. 8-8

checked CSE/1 M.K. WONG , ___, •

dote MAR., 2020

approved dote

AD(SE) K.L. TSE MAR., 2020

office STRUCTURAL ENGINEERING BRANCH

drawing no.

MH/08

tr) N N

0~ ir, CD

rev. scale

1 : 20


A4 210 x 297

L

title

0 0 N

8 N

0 0 N

0 g

0 0 N

200

2112-103 T1 2112-104 B1

200

14

16

550 125 200

L

475 200

T10-1 200 T1 T10-2 200 81

i-+---+--<11--...._..-+-,t--+--1--t--+------t--T10-5-200 T2

TOP PLAN 1350

14-

1 no-10-200

26

T10-7-200 T1 T10-8-200 81

200

26

no-6-200 02

--- T10-10-200 T10-10-200 --+-I --- 110-9-200

14

15 NOTES: 110-10-200

1. ALL DIMENSIONS ARE IN MILLIMETRES.

2. CONCRETE: GRADE 30/20. 15-

16 LL...J!=::;::=i;:::::t::;:=:::;:=::;==;==-&.,...JJ 16 3. FOR LOCATION, LEVELS AND MANHOLE -15

COVER, REFER TO BSB DRAWINGS.

26 (9) 26

SECTIONAL PLAN checked drawing no. rev. scale

TYPICAL R.C. DETAILS OF MANHOLE TYPE F

CSE/1 M.K. WONG ( _______,

approved

AD(SE) K.L. TSE

dote MAR., 2020

date

MAR., 2020

MH/O9 1 : 20


office

(1 OF 3) STRUCTURAL ENGINEERING BRANCH 50 A4 210 X 297

GROUND LEVEL

325

r .-,.

~~~ /,~~1 - - ---rJ~21 ~~~ ,"< ,"< ,"< ✓ ' ' 22 121 22 (14)' r;-'-; .. (14) 0

21 (20)

0

' • T10-18-200,,..,

' . ..:>,_--

• (IJ) TI0-19-200 ~ T10-20-200 (17)

'\ j '- (18) {./) ~

~ T10-22-200 !::! :::;; T10-21-200

I/ (LAP 400 WHERE ~8 It • 300 ~ .. <.O

] (2):: ~o 475 REQ'O) 200 It It ' . 300 - (1)

221, • 21 211, • 22 (19)1, 3 3

91, i. 10 101 ~

101 . 9 0 (16) 10 0 .. . (1) N

I, It 102 102 4 4 ' lo

- (2) ' • t •

" • It • ~ 0 ,0

1350 r--,,.., .. • It •

I, " It lo

Tl0-14-200 E.F. T10-15-200 T10-16- 2 00 I, " 1, lo

It " 1, lo

. . • • ~

t . It • (12) I, ' (13) (13) I, ' {12)

• 1, • _j - T10-11-200 T1 _j

8 0.: 9 1, • 10 ,,.., ~

(14) , (14)

....: 10 1, ~ 9

(15) I\ {16)

23 . . . Tl0-13-200

. --. . 23 ,0

T10-13-200 N N . . . .

24 300 24 o-'--! ,0 ID

TYP. - T10-12-200 B1

SEC. A-A

checked dote drawing no. rev. scale title CSE/1 M.K. WONG

_______, MAR., 2020 MH/10 1 : 20 TYPICAL R.C. DETAILS approved dote

OF MANHOLE TYPE F AO{SE) K.L. TSE MAR., 2020

A ARCHITECTURAL office SERVICES

(2 OF 3) STRUCTURAL ENGINEERING BRANCH DEPARTMENT

L 50 A4 210 X 297

L

GROUND LEVEL r -

I

T10-27-200 --(29) _,

Tl0-28-200 ---<(

400

(LAP 400 WHERE I\ REQ'D) I, J I (6)

200 400 1J'C I

"' - (5) 1)--- T10-31-200

title

7 28 •

7 ~ (30) 300 103 [

(; A'1•w~10:...~.'~::.~=;:=.1=03rl-..:i -.---

I•

.

1o 8 8 104 104 300

'- (6) • •

. . 1350 . .

'I a

Tl0-26-200 -~ ...,__ Tl0-15-200

I, •

I, •

. . I .

(24) I, •

(25) . - Tl0-23-200 T2

0 a.: 9 ·ln g ~ (26)' , 15

11 . . . . . Tl0-25-200 T10-25-200 . . . . .

7 I

12 L 300 I 'I lYP. - T10-24-200 82

SEC. 8-8

checked CSE/1 M.K. WONG ~

TYPICAL R.C. DETAILS approved OF MANHOLE TYPE F AD{SE) K.L. TSE

office

.

.

1,

31 I•

101,

1,

•

• 28

• 9

•

. • it

I it

'' . s----1....-- Tl0-14-200 E.F .

I' •

. . I .

(25) I,

\24) . . .J .J ,_:

( 1R , • 9 14 ~ (14)

11 U") N N

12 o.:..l U"> CD

date drawing no. rev. scale MAR., 2020 MH/11 1 : 20

date MAR., 2020 ARCHITECTURAL

SERVICES (3 OF 3) STRUCTURAL ENGINEERING BRANCH A DEPARTMENT

50 A4 210 X 297

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