Scaffolding Plan

A 

SEE SCHED. T.O.P

B     T    N    I    O    P    E    L    D    D    I    M

    T    N    I    O    P     T    S    E    H    G    I    H

SEE SCHED. T.O.R.S

SEE SCHED. T.O.R.S

TOP OF TANK

GENERAL GENERA L NOTES:

TOP OF TANK

1.0 ALL 1.0 ALL DIMENSIONSAREINMILIMETERS(mm), OTHERWISENOTED. TURAL STEEL SHAPES, PLATES 2.0 ALL STRUC TURAL FY= 250Mpa BARS AS TM A36

750

PIPES ASTM A53 FY= 240 Mpa UBES ASTM A500 FY= 269 Mpa TUBES OR ASTM A501 FY= 250 Mpa

  

3.0 B AYSIZEFOR SCAFFOLDING NOT TOEXCEED

1.80METERS , UNLESSOTHERWISE NOTED. 4.0 CAPACITYOF DIA. O 48.3 X3.2 mm THICKPIPE CONSIDERED 40 KN IN COMPRESSION FOR THO F 1.5 m. UNSUPPORTEDLENGTHO UNSUPPORTEDLENG 5.0 5.0 MAXIMUM LIFT HEIGHT = 1.5 m. 200

SEE SCHED. T.O.F.S (4rth)     T    N    I    O    P

6.0 LIVELOAD 6.0 LIVELOAD CONSIDERED= 1.50 KN/m2

SEE SCHED. T.O.F.S (4rth)

ENSITY= 25 KN/m 3 7.0 CONCRETED CONCRETEDENSITY=

BOTTOM OF TANK

8.0 SELF WEIGHT OF FORM WORK = 0.50 KN/m 2 9.0 DESIGN OF WHITEWOOD & PLYWOOD A ND

    T    S    E     W    O    L

I TSSHUTTERING ISTHE RESPONSIBILITYOF CONTRACTOR.

10. PROVISION OF BRACING AND TYING OF TUBESSHOULDBE TUBESSHOULDBE THERESPONSIBILITY OF CONTRACTORAS PERSITE CONDITION. SNOTC   OVEREDBY 11. PORTIONS/ AREA SNOT  BESUPPORTED SCAFFOLDINGSSHOULD BESUPPORTED

BYTHECONTRACTOR ASPERSITE.

SC AFFOLDING LEGEND: LEGEND: .......... UNIVERSAL HEAD(U-HEAD) SHOWN IN PLAN

A 

..... ..... D ROPHEAD SHOWN IN PLAN STE ELPR OPSSHOWN IN PLAN

..........

B     T    N    I    O    P     T    S    E    H    G    I    H

    T    N    I    O    P    E    L    D    D    I    M

SEE SCHED. T.O.T.S(3rd)

SEE SCHED. T.O.T.S(3rd)

..........

IZONTAL LEDGERS(SOLID HOR IZONTAL LINE) SHOWNINPLAN

..........

CAFFOLDTUBES(HIDDEN S CAFFOLDTUBES(HIDDEN LINE) SHOWNINPLAN

 AM .......... H20 TIMBER BE

.......... ADJUSTABLEU-HEA D

.......... ADJUSTABLEDROPHEAD (RAISED (RAISED POSITION)

SB(350x800)

LEDROPHEAD ADJUSTAB LEDROPHEAD (STRUCKPOSITION)

..........

.......... ADJUSTABLEBASEJACK

OPEN OPEN

..... ..... C UPLOCKFOR STD &LEDGER S    B    (    3    5    0    x  8    0    0     )  

OPEN

OPEN OPEN

       )       0       0       8      x       0       5       3        (

..........CANTILEVER FRAME

      B        S

.......... BEAM BRACKE T 200

.......... VERTICAL STANDARD

    T    N    I    O    P     T    S    E     W    O    L

SEE SCHED. T.O.S.S(2nd)

SEE SCHED. T.O.S.S(2nd)

.......... STEEL PROPELEVAT ION

FORMWORK -SCAFFOLDING-PROPS

CONSULTANT:

 A L  O V  N  P R  T I O  A P  R U C  R  T  F O  O N S  D  U E  R C  I S S  F O  T  N O

A 

CLIENT:

B     T    N    I    O    P    E    L    D    D    I    M

    T    N    I    O    P     T    S    E    H    G    I    H

SEE SCHED. T.O.F.S (1st)

SEE SCHED. T.O.F.S (1st)

 AL OFOQ CO.

PROJECT:

ELEVATEDTANK

OPEN

OPEN

DRAWING TITLE:

200

SCAFFOLDING PLAN&SECTION

    T    N    I    O    P

SEE SCHED. F.G.L

    T    S    E     W    O    L

SEE SCHED. F.F.L DRAWNBY:

COMPACTED SOIL

COMPACTED SOIL

SCALE :

RRL

SECTION B DESIGNEDBY:

SEE SCHED B.O.R EX.L SEE SCHED

SCAFFOLDING PLAN

TECHNICAL DEPT.

RAFT FOOTING

 ASSHOWN

DATE :

28FEBRUARY2015

RAFT FOOTING

CHECKEDBY:

SECTION A

DWG.NO:

ENGR.AASAIF

TECHNICAL MANAGER:

SCR-0215-17

SHEET NO :