Typ Boundary Wall

EXECUTIONOF WORK.

1. ALL DIMENSIONSAREIN MM ANDLEVELS AREIN METER 2. PLEASEDON'T SCALETHE DRAWING, INDOUBT ASK. 3. THISIS SIS ATYPICAL DRAWINGFORALL THEESRSITES ANDLAYOUT ANDLENGTHOF   BOUNDARY SHALL BEAS PERAPPROVEDSURVEY PLANOF EACHESR. CONC.GRADE

2. CONC. OF GRADEM-20 TO BE USEDFOR ALL R.C.C. WORK.

250

SECTION A - A

125 x 250 TIEBEAM

3. REINF. GRADEOF Fe-500 SHALL BEUSED FORALL R.C.C. WORK.

   0    5    2

   5    8    2

FOUNDATION

4. S.B.COF SOIL IS CONSIDEREDAS5.10 T/M2NETT. AT 1.0 m BELOWN.G.L. 5. CLEARCOVERTO MAINREINF. REINF. SHALL BEAS FOLLOW.

   0    0    5    1

i. ii. iii. iv .

SCALE = 1 : 50

FOUNDATION COLUMN SLAB BEAM

= 50 MM. = 40 MM. = 20 MM. = 30 MM.

LAPS

C2

C2

C1

C1

250 x 250 HOLE @ 300 c/ c

C2 3 - 8 Tor 

 A

FRONT ELEVATION OF BOUNDARY WALL

6. AVOIDLAPSIN BOTTOM BARSNEAR MIDSPAN (EXCEPT FDN.) 7. AVOIDLAPSIN TOPBARS NEARSUPPORTS.(EXCEPT FDN.) 8. DO NOT LAPMORETHAN33.3% OF THEBARSAT ANYONE SECTIONANDTHE SAME SHALL BESTAGGERED. 9. EMBEDENMENT/ LAPLENGTHSHALL=49xDIAOF BAR. 10. PROVISIONOF SENTRY ROOM SHALL BEONLYAT HEADWORKS. 11. C/CDISTANCEBETWEEN THERCC COLUMNSOF BOUNDARYWALL SHALL BEMAX 3500. 12. ARRANGEMENT OF BOUNDARYWALL ISINDICATIVE&MAY VERY  ASPER SITESURVEY / CONDITION. 13. LANDSCAPING/ PLANTATIONSHOWNIS INDICATIVEONLY. 14. COLUMN(C2) INDPRIS 250x125MM (VARIATION).

   5    7

 A

   0    5    0    8    1    2

125 x 250

125 x 250

   0    0    2    2

   0    0    5    1

   0    0    5    1

STIRUPPS8 Tor @ 100 c / c

4 - 12 Tor

   S    E    I    R    A    V

C2

PLINTH/TIEBEAM 8 - 6 Tor NOS. B/W

   0    0    0    1

   0    0    2

P.C.C.-M10

P.C.C.-M10    5    7

1125 SQ.

SECTION OF COLUMN " C2"

C2

SCALE= 1 : 50

   0    0    0    3

C2

ENTRANCE

   0    0    0    3

D 115THK.BRICKWALL

C2 3000

3000

3000

C2

C2

C1

3000 WIDEMSGATE

C1

D 15MM THK. PLASTER ONBOTHSIDE (1:3) CEMENT MOTAR

125 x 250 TIEBEAM

PART PALN OF BOUNDARY LAYOUT (TYP.)    E    N    I    L    Y    T    R    E    P    O    R    P

115THK.BRICKWALLIN (1:4) CEMENT MORTAR 250x125 COLUM @ 3000 C/C

250 x 125 HOLE@ 300 c / c SIDEDRAIN 100Wx 100D

 I N G  F I N  T U R

350

   0    0 3

250 x 300 PLINTH/TIEBEAM 3000 250

   0    0    2

10 12 5

   0    0    3

6 - 16 Tor 

12 5

P.C.C.-M10

STIRUPPS8 Tor @ 150 c / c

125

P.C.C.-M10    0    5    2

4 - 12 Tor 

   0    0    1

   0    5    2

STIRUPPS8 Tor @ 100 c / c

CONSTRUCTION JOINT FOR COLUMN C2  AT INTERVAL NOT EXCEEDING 30 M SCALE= 1 : 25

SECTION D-D SECTION OF TIE BEAM AT EGL SCALE= 1 : 25

4 - 12 Tor 

   5    7

SECTION OF BOUNDARY WALL STIRUPPS8 Tor @ 150 c / c

SECTION OF TIE BEAM AT TOP OF BOUNDARY WALL SCALE= 1 : 25

1000 SQ.

SCALE= 1 : 50