Standard Drawing Dec2014

Click here to load reader

  • date post

    11-Jan-2016
  • Category

    Documents

  • view

    26
  • download

    1

Embed Size (px)

description

Standard Drawing Dec2014

Transcript of Standard Drawing Dec2014

  • 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