DRAWING No. DRAWING TITLE - 建築署

1 DRAWING LIST OF SEB TYPICAL DETAILS DRAWING No. DRAWING TITLE 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 PARTITION WALL AND WALL BASE SD/009 TYPICAL DETAIL OF 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

2 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/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)

3 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 checked date DRAWING no. rev. scale CSE/l WONG ~AR.'2012 SD/001 B DRAWING LIST OF SEB TYPICAL DETAILS approved ~ date STRU. ENGG. BRANCH AD(SE) LI MAR., 2012 ARCH. SERVICES DEPT. -GENERAL NOTES: 1.

4 drawings SD/OOl TO SD/026 (FIG. 1 TO 16 INCLUSIVE) INDICATE THE REQUIREMENT AND DETAILS GENERALLY ADOPTED IN WORKS. DRAWING TITLE IF DIFFERENT DETAILS ARE GIVEN IN drawings ISSUED IN THE CONTRACT, THE DETAILS IN THE LATTER SHALL TAKE PRECEDENCE. checked date DRAWING no. scale GENERAL NOTES CSE/l WONG JULY, 2008 SD/002 approved 1_ / date AD(SE) -"-, ,,,, u----:0"tL=---40 ZLc--v-----JULY, 2008 STRU. ENGG. BRANCH ARCH. SERVICES DEPT. o 'I 'I I I I o 10 20 30 40 50 mm A4 210 x 297~ '""',,,,' , , ! I 1 : 1 SCALE BAR HH OR a AS SPECIFIED ~p ..r o::e ~NTfRNAL RAD'US VI ~ VI < '&-1 '&~ T T 90 BEND STANDARD HOOK BAR SIZE (mm) INTERNAL RADIUS ( r ) OF BEND ( 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.)

5 SD/005 & SD/006) 8 -= -300 OR -10 WHICHEVER IS GREATER -'&-1 , I I , T --------' 1 0 ~ 12 -FIG. 1 CRANKING OF BARS DRAWING TITLE checked date DRAWING no. scale -CSE/1 WONG ~Dllf JULY. 2008 SD/003 CRANKING OF BARS, -STANDARD HOOKS AND BENDS approved Wd date STRU. ENGG. BRANCH -:: AD(SE) 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 BAR 0 .1 .1 I I 150 I I I I boo -: >~~ a. a '""Corrl ~ -,:cp 5' rrl ..0 :z~:::o $ a;--G")G")rrl -irrlz :z:: "T'1 :::0 0 -rrlZ:::O 0 0 SIZE OF BAR c:: rrl CONCRETE _ :s:::::: -:::0 rrl GRADE 10 12 16 20 25 32 40 rrl ~ s:::: rrl TENSION ANCHORAGE lENGTH (TAL) 30 400 450 600 750 950 1200 1500 z g -i OR TENSION LAP LENGTH (TLL) 35 350 400 550 700 850 1100 1400 i; Q n 0 "tI VI ':T OR : : "tI -S CD.

6 , 0 COMPRESSION LAP lENGTH (Cll) 40 350 400 550 650 800 1050 1300 0 ~ 0 :=e < ("") CD CD ;-. Q. :=e Q. 30 300 350 500 600 750 950 1200 0 r-~ :z: COMPRESSION ANCHORAGE G"> 35 300 350 450 550 700 900 1100 ~ Ig LENGTH (CAL) ~ 40 300 350 450 550 650 850 1050 ~ ~. SIZE AND LENGTH ALL IN MILLIMETRES ~ NOTES: C c Fe Co Fe Co g: N Q Q 1. FOR ANCHORAGE OR LAP BElWEEN BARS OF SAME BAR SIZE, USE I/J = SIZE OF BARS. - -3 CD CD 3 2. FOR ANCHORAGE OR LAP BElWEEN BARS OF DIFFERENT BAR SIZE, USE r/J = SIZE OF SMAlLER BARS. a. a ~3a !. ::I ..0 ::I ::t:c: ?.

7 (/)f'TI ~~ (/) 0 , nP 0 [rim 0 TABLE 2 ANCHORAGE & LAP LENGTH REQUIREMENT FOR o~ ~ :t HIGH YIELD & PLAIN ROUND (MILD) STEEL REINFORCEMENT N f'TIo -~::t: z VJ 0 ;-. n . 0 )( Yl a;-N to L ~ 1It----lI---I---II+-(TYPE A) SPACER BAR -----f*---, u--___ -~ (TYPE B) \'l-1500 c/c \'l '" MAIN BAR SIZE '~3J5~~ BUT T25 MIN. ~ MAIN REINFORCEMENT SPACER BARS I-::::> CD ~ A\ + 5 CD lYPE D E E & 0 0" ~ A' 5 CD FIG. 10 BEAM STIRRUPS I 10 I BUT ~ 70mm 'if' E E 0 & " 0 A' ~ I-::::> CD -'-L~ TYPE M checked r-r , J ~. I-::::> CD 10 BUT ~ 70mm TYPE N u (TYPE B) (TYPE E) TYPE F E E o &" ~ A' 5 CD 111-----11+-(TYPE C) 5 CD ( r ) REFER TO TABLE 1 ( SO/003 ) BEAM STIRRUPS 1 YPE M AND TYPE N SHALL NOT BE USED UNLESS SPECIFIED ON THE BEAM DETAIL drawings .]

8 FIG. 1b ( r ) REFER TO TABLE 1 ( SO/003 ) scale DRAWING TITLE TYPICAL DErAIL OF SPACER BARS AND STIRRUPS AT BEAMS CSE/l WONG ~ date DRAWING no. JULY, 2008 SO/005 approved Wd date STRU. ENGG. BRANCH AO(sE) 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 8M TLL TLL ll~ "II re .". a \ [] 0 FIG. 20 TORSION STIRRUPS E E ,&0 or--~ A\ I-::::> CD lYPE D 1I-----1---f+-(TYPE C) ~--I-I-(TYPE D) 0 R < 150mm -j -') b .. -,-, -E E ,&0 or--~ A\ lYPE (lYPE c) (lYPE A) OR (lYPE E) [J FIG.]

9 2b lYPICAl DETAil OF COLUMN BINDERS FOR COLUMN BINDERS : ( r ) REFER TO TABLE 1 ( SD/003 ) DRAWING TITLE checked date DRAWING no. scale lYPICAl DETAil OF CSE/1 WONG ~ JULY, 2008 SD/OO6 TORSION STIRRUPS AND approved Wd date STRU. ENGG. BRANCH COLUMN BINDERS AO(SE) w, U JULY, 2008 ARCH. SERVICES DEPT. 0 10 20 30 40 50 mm A4 210 x 297~ I""!",, ' I I I I 1 : 1 SCAlf BAR 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 o 0 ..: 1\ ~ e 10 c o e ~ c.

10 ;y../'y-TEE JUNCTION rV'-o 0 ., 0 -'r--" e 9 ~ ~ .-8 Ul TWO BARS SHOULD BE PLACED WITHIN LOOP -=-en FOR WAlL THICKNESS ~ 200mm. -' -'.,.-ole 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 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 WONG ~tX<f JULY. 2008 SD/007 DETAilS approved -: Wd date STRU.