001 - ABR

6

S/01

1

S/01

3

S/03

CONTIGUOUS

PILES

PILECAP4320x3270x900DP

4

S/04

2

S/02

SCALE 1:50

LOWER BASEMENT LAYOUT

SSL -10.345

SSL -10.345

SSL -10.345

SSL -10.795

SSL -10.795

750x600 GROUNDBEAM

750x600 GROUND BEAM

750x600 DEEPGROUND BEAMUNDER

750x600 DEEPGROUND BEAM

750x600 DEEPGROUND BEAM

RC WALL

RC WALL

RC WALL

RC WALL

750x600 mmGROUND BEAM

SSL -10.345

SSL -10.345

15

16

1 2 3 4 5 6

17 18 19

20 21 22

2324

101112

25

1314

101102103104105106107108

109

110

111

112

113114115116117118119120121

123122

124

125

126

127

128

129130131132

133134135136137138139

140

141

3534

33

32

26 27 28

293031

PILECAP4320x3270x900DP

7

S/04

SSL -10.345

SSL -10.345

SSL -10.345

142

144

143

145146147148

5

S/04

8

S/04

150149

8

9

7

DRAINAGE LAYOUT TO BE REVISED

UP

PILE LOADING

PILEREFERENCE

MAX VERTICALDOWNWARD LOAD( kN ) UNFACTORED

MAX VERTICALUPLIFT LOAD

( kN ) UNFACTORED

1 925 -

2 925 50

3 950 -

4 950 -

5 1225 -

6 1225 -

7 1225 -

8 850 -

9 1225 -

10 1225 -

11 1225 -

12 950 -

13 950 -

14 925 50

15 925 -

16 850 125

17 850 400

18 850 400

19 850 400

20 625 -

21 625 -

22 625 -

23 75 -

24 75 -

25 75 -

26 625 -

27 625 -

28 625 -

29 75 -

30 75 -

31 75 -

32 300 -

33 300 -

34 300 -

35 300 -

PILE LOADING PILE CO-ORDINATES

PILEREFERENCE

MAX VERTICALDOWNWARD LOAD( kN ) UNFACTORED

MAX VERTICALUPLIFT LOAD

( kN ) UNFACTOREDNORTHING EASTING

101 75 - 179261.870 525290.050

102 75 - 179262.180 525289.902

103 75 - 179262.490 525289.754

104 75 - 179262.799 525289.606

105 75 - 179263.109 525289.458

106 75 - 179263.419 525289.310

107 75 - 179263.729 525289.163

108 75 - 179264.038 525289.015

109 75 - 179264.348 525288.867

110 75 - 179264.191 525288.545

111 75 - 179264.035 525288.224

112 75 - 179263.878 525287.902

113 75 - 179263.722 525287.581

114 75 - 179264.047 525287.424

115 75 - 179264.373 525287.268

116 75 - 179264.699 525287.112

117 75 - 179265.024 525286.956

118 75 - 179265.350 525286.800

119 75 - 179265.676 525286.643

120 75 - 179266.002 525286.487

121 75 - 179266.328 525286.331

122 75 - 179266.654 525286.175

123 75 - 179266.979 525286.018

124 75 - 179267.306 525285.863

125 75 - 179267.454 525286.168

126 75 - 179267.600 525286.468

127 75 - 179267.747 525286.768

128 75 - 179267.893 525287.068

129 75 - 179268.214 525286.911

130 75 - 79268.537 525286.754

131 75 - 179268.875 525286.590

132 75 - 179269.213 525286.425

133 75 - 179269.566 525286.254

134 75 - 179269.904 525286.089

135 75 - 179270.242 525285.925

136 75 - 179270.580 525285.761

137 75 - 179270.917 525285.596

138 75 - 179271.255 525285.432

139 75 - 179271.593 525285.267

140 75 - 179271.747 525285.584

141 75 - 179271.902 525285.901

142 75 - 179272.056 525286.217

143 75 - 179272.210 525286.534

144 75 - 179272.518 525286.385

145 75 - 179272.825 525286.235

146 75 - 179273.132 525286.086

147 75 - 179273.439 525285.937

148 75 - 179273.747 525285.787

149 75 - 179274.054 525285.638

150 75 - 179274.361 525285.489

DO NOT SCALE FROM THIS DRAWING

THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL SITEDIMENSIONS BEFORE COMMENCING ANY WORK

ALL DIMENSIONS IN mm UNLESS OTHERWISE NOTED ALL DIMENSIONS

AND LEVELS TO BE CONFIRMED

BY ARCHITECT SETTING OUT TO BE CONFIRMED ON SITE

FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV

THIS DRAWING IS SUBJECT TO COPYRIGHT

-

37& 39

LONDON, W8

04/08/2014

LOWER BASEMENT

LAYOUT

GA/01 P6

-

FK --

A1 1:50

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 21/01/15 DIMENSIONS REMOVEDP4 06/07/15 GENERAL REVISIONSP5 14/07/15 REVISED AS CLOUDEDP6 13/08/15 LIFT & WALL POSITIONS REVISED

KEY

NEW LOAD BEARING STUD PARTITION

NEW LOAD BEARING BRICKWORK

EXISTING WALL

NEW LOAD BEARING CONCRETE WALL

NEW NON-LOAD BEARING STUD WALL

NEW LOAD BEARING BLOCKWORK

NEW NON-LOAD BEARING BLOCKWORK

AutoCAD SHX Text

450mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

450mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

450mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

450mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

450mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

450mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

NOTES 1.DRAINAGE AND MECHANICAL SERVICES TO DRAINAGE AND MECHANICAL SERVICES TO BE CO-ORDINATED WITH STRUCTURE

UP

UP

UP

UP

UP

UP

1

S/01

6

S/01

3

S/03

WALL TIED

TO PILES

2

S/02

4

S/04

SCALE 1:50

MIDDLE BASEMENT LAYOUT

WALL UNDER

SSL -7.620

SSL -7.620

SERVICESVOID

SERVICES VOID

RC WALL

RC WALL

200mmRC WALLUNDER

200mmRC WALLUNDER

200mmRC WALLUNDERSSL -10.040

200 RC WALL

200mmRC WALL

RC WALL

SSL -10.040

SSL -8.970

SSL -8.970

ALLOW 50% MAXIMUM CLEAR VOIDFOR SERVICES ( HIT & MISS)

WALL UNDER

200mmRC WALLUNDER

3534

33

32


RC WALL

300 RC WALL

7

S/04

5

S/04

8

S/04SSL -8.970

SSL -7.620

SSL -7.620

SSL -8.970

SSL -7.620

SSL -7.620

UP

RCB19

RC

B20

RCB21

RC

B22

RC BEAM SCHEDULE

BEAM REF. SIZE (mm) COMMENTS

RCB 1 350x800 DP -

RCB 2 350x800 DP -

RCB 3 300x1000 DP -

RCB 4 300x1225 DP -

RCB 5 300x300 DP -

RCB 6 300x300 DP -

RCB 7 300x300 DP -

RCB 8 300x1000 DP -

RCB 9 300x1225 DP -

RCB 10 300x300 DP -

RCB 11 300x300 DP -

RCB 12 300x300 DP -

RCB 13 300x300 DP -

RCB 14 300x300 DP *

RCB 15 200x300 DP -

RCB 16 200x300 DP -

RCB 17 200x300 DP -

RCB 18 200x300 DP -

RCB 19 300x300 DP -

RCB 20 200x300 DP -

RCB 21 300x300 DP -

RCB 22 200x300 DP -






FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

MIDDLE BASEMENT

LAYOUT

GA/02 P5

-

FK --

A1 1:50

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 06/07/15 GENERAL REVISIONP4 14/07/15 REVISED AS CLOUDEDP5 13/08/15 LIFT & WALL POSITIONS REVISED

KEY



EXISTING WALL





AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

200mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

200mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

750 GROUND BEAM

AutoCAD SHX Text

750 GROUND BEAM

AutoCAD SHX Text

750 GROUND BEAM

AutoCAD SHX Text

750 GROUND BEAM

AutoCAD SHX Text

750 GROUND BEAM

AutoCAD SHX Text

750 GROUND BEAM

AutoCAD SHX Text


UP

3

S/03

6

S/01

1

S/01

2

S/02

4

S/04

SCALE 1:50

UPPER BASEMENT LAYOUT

SSL -4.320

SSL -4.320

SSL -4.320

SSL -4.320

WALL TIED

TO PILES

RC WALL

RC WALL

RC WALL

RC WALL



RCB13

RCB14

5

S/04 10

S/01

EXTEND SLAB TO FACE OF

PILES AND TIE IN

FOR LIGHTWELL STRATEGY

REFER TO GROUND FLOOR

PLANS

FOR LIGHTWELL STRATEGY

REFER TO GROUND FLOOR

PLANS

UP

RC

B15

RC

B16

RC

B17

RC

B18

12

D/01

UP

UP

RC BEAM SCHEDULE


RCB 1 350x800 DP -

RCB 2 350x800 DP -

RCB 3 300x1000 DP -

RCB 4 300x1225 DP -

RCB 5 300x300 DP -

RCB 6 300x300 DP -

RCB 7 300x300 DP -

RCB 8 300x1000 DP -

RCB 9 300x1225 DP -

RCB 10 300x300 DP -

RCB 11 300x300 DP -

RCB 12 300x300 DP -

RCB 13 300x300 DP -

RCB 14 300x300 DP *

RCB 15 200x300 DP -

RCB 16 200x300 DP -

RCB 17 200x300 DP -

RCB 18 200x300 DP -

RCB 19 300x300 DP -

RCB 20 200x300 DP -

RCB 21 300x300 DP -

RCB 22 200x300 DP -






FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

UPPER BASEMENT

LAYOUT

GA/03 P4

-

FK --

A1 1:50

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 06/07/15 GENERAL REVISIONSP4 14/07/15 REVISED WHERE CLOUDEDP4 13/08/15 LIFT & WALL POSITIONS REVISED

KEY



EXISTING WALL





AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

200mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

200mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

LIFT VOID

AutoCAD SHX Text

LIFT VOID

AutoCAD SHX Text

NOTES 1.DRAINAGE AND MECHANICAL SERVICES TO DRAINAGE AND MECHANICAL SERVICES TO BE CO-ORDINATED WITH STRUCTURE 2.FOR REINFORCING DETAILS REFER DRG RC/01FOR REINFORCING DETAILS REFER DRG RC/01

UP

UP

6

S/01

1

S/01

2

S/02

3

S/03

SCALE 1:50

GROUND FLOOR LAYOUT

SSL -0.165

SSL -0.165

600x600 CAPPING BEAM

SSL -0.705

200 RC WALLUNDER

SSL -1.090

SSL -1.090

GLAZINGBY OTHERS

GLAZINGBY OTHERS

RC

B 1

200 RC WALLUNDER


C5 C4

C3

C10

C8

C1

300 mmRC SLAB


200 RC WALLUNDER

200 RC WALLUNDER

C2

C7

C6

C9

RC

B 2

RC

B 4

RCB 3 RC

B 5

RCB 7

RC

B 6

RC

B 9

RC

B10

RCB 8

RCB12

RC

B11

LIGHTWELL POSITION ON APPROVEDLAYOUT AND AS PREFERRED BYPLANNERS IN PRE-APPLICATION LETTER

LIGHTWELL POSITION ON APPROVEDLAYOUT AND AS PREFERRED BYPLANNERS IN PRE-APPLICATION LETTER

9

S/01

5

S/04

4

S/04

OPENING FOR FUTURE LIFT

OPENING FOR FUTURE LIFT

11

S/01

UP

VOID

VOID

SSL -0.705

UP

UP

UP

UP

STEEL BEAM SCHEDULE


B109 NOT USED -

B110 NOT USED -

B111 203 UC 46 -

B112 203 UC 46 -

B113 152 UC 30 -

B114 152 UC 30 -

B115 152 UC 30 -

B116 152 UC 30 -

B117 152 UC 30 -

B118 152 UC 30 -

B119 NOT USED -

B120 NOT USED -

B121 NOT USED -

B122 NOT USED -

B123 NOT USED -

B124 NOT USED -

B125 NOT USED -

B126 NOT USED -

RC BEAM SCHEDULE


RCB 1 350x800 DP -

RCB 2 350x800 DP -

RCB 3 300x1000 DP -

RCB 4 300x1225 DP -

RCB 5 300x300 DP -

RCB 6 300x300 DP -

RCB 7 300x300 DP -

RCB 8 300x1000 DP -

RCB 9 300x1225 DP -

RCB 10 300x300 DP -

RCB 11 300x300 DP -

RCB 12 300x300 DP -

RCB 13 300x300 DP -

RCB 14 300x300 DP *

RCB 15 200x300 DP -

RCB 16 200x300 DP -

RCB 17 200x300 DP -

RCB 18 200x300 DP -

RCB 19 300x300 DP -

RCB 20 200x300 DP -

RCB 21 300x300 DP -

RCB 22 200x300 DP -

STEEL COLUMN SCHEDULE

STEEL MARK SIZE (mm) COMMENTS

C1 70x70x6 SHS -

C2 70x70x6 SHS -

C3 70x70x6 SHS -

C4 70x70x6 SHS -

C5 70x70x6 SHS -

C6 70x70x6 SHS -

C7 70x70x6 SHS -

C8 70x70x6 SHS -

C9 70x70x6 SHS -

C10 70x70x6 SHS -

C11 NOT USED -

C12 NOT USED -

C13 NOT USED -

C14 NOT USED -

PADSTONE SCHEDULE

PADSTONEMARK

LENGTH WIDTH DEPTH

PS 220 100 100

PS1 220 100 100

PS2 220 100 100






FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

GROUND FLOOR

LAYOUT

GA/04 P6

-

FK --

A1 AS SHOWN

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 21/01/15 BEAMS ADDEDP4 06/07/15 GENERAL REVISONSP5 14/07/15 REVISED AS CLOUDEDP6 13/08/15 LIFT & WALL POSITIONS REVISED

KEY



EXISTING WALL





AutoCAD SHX Text

300 mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

200mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

200mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

300

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

200mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

200mm

AutoCAD SHX Text

SLAB

AutoCAD SHX Text

LIFT VOID

AutoCAD SHX Text

LIFT VOID

AutoCAD SHX Text


SCALE 1:50

FIRST FLOOR LAYOUT

B16

PS

PS

C3

FUTURE OPENINGFOR LIFT

B13B7

SP

RE

AD

ER

PSPS B12

B11 B14

B10

B6

C4UNDER

C5UNDER

B20

B3

PS PS

B4

PSPS

GLAZINGBY OTHERS

PS

SFL +2.280

B22

B21

PS

B25

B26

C10UNDER

B5

B28

B27

PS

C8

B42

B35

B30

SP

RE

AD

ER

B38

CRANKED STAIRCASEBEAMS TBC

PS

B39

B37

B40

C2UNDER

C1UNDER

C7UNDER

C6UNDER

C9UNDER

SERVICE VOID150x63 C16 TIMBERS@400 CRS

PS B18

B17B

19

B43

B15

B9

PS

B41

B36

B32

B31

B33

B34

150x63 C16 TIMBERS@400 CRS

B8

SP

RE

AD

ER

B44

B29

FUTURE OPENINGFOR LIFT

PS

PS

PSPS

PS

GLAZINGBY OTHERS

VOID

VOID


PS

PSPS

PS

B11

2

SFL +2.280

SFL +2.280

SFL +2.280

SERVICE VOID

JULIET BALCONYBY SPECIALIST

LINTEL BEAM

JULIET BALCONYBY SPECIALIST

LINTEL BEAM

LINTEL BEAM

LINTEL BEAM

VOID

VOID

B??

UP

UP

UP

UP

PS

STEEL BEAM SCHEDULE


B1 NOT USED -

B2 NOT USED -

B3 152 UC 30 -

B4 152 UC 30 -

B5 203 UC 46 -

B6 203 UC 46 -

B7 125x65x15 PFC

B8 125x65x15 PFC

B9 100x50x10 PFC

B10 100x50x10 PFC

B11 100x50x10 PFC

B12 100x50x10 PFC

B13 152 UC 23 -

B14 100x50x10 PFC

B15 100x50x10 PFC

B16 126x65x15 PFC

B17 100x50x10 PFC

B18 100x50x10 PFC

B19 100x50x10 PFC

B20 152 UC 30 -

B21 125x65x15 PFC

B22 125x65x15 PFC

B23 NOT USED -

B24 NOT USED -

B25 152 UC 30 -

B26 203 UC 46 -

B27 203 UC 46 -

PADSTONE SCHEDULE

PADSTONEMARK

LENGTH WIDTH DEPTH

PS 220 100 100

PS1 220 100 100

PS2 220 100 100



C1 70x70x6 SHS -

C2 70x70x6 SHS -

C3 70x70x6 SHS -

C4 70x70x6 SHS -

C5 70x70x6 SHS -

C6 70x70x6 SHS -

C7 70x70x6 SHS -

C8 70x70x6 SHS -

C9 70x70x6 SHS -

C10 70x70x6 SHS -

C11 NOT USED -

C12 NOT USED -

C13 NOT USED -

C14 NOT USED -

STEEL BEAM SCHEDULE


B28 152 UC 30 -

B29 125x65x15 PFC

B30 125x65x15 PFC

B31 100x50x10 PFC

B32 100x50x10 PFC

B33 100x50x10 PFC

B34 100x50x10 PFC

B35 152 UC 37 -

B36 100x50x10 PFC

B37 100x50x10 PFC

B38 152 UC 23 -

B39 100x50x10 PFC

B40 100x50x10 PFC

B41 100x50x10 PFC

B42 125x65x15 PFC

B43 125x65x15 PFC

B44 125x65x15 PFC

B45 152 UC 30 -

B46 100x50x10 PFC

B47 100x50x10 PFC

B48 152 UC 30 -

B49 152 UC 30 -

B50 100x50x10 PFC

B51 100x50x10 PFC

B52 152 UC 30 -

B53 203 UC 71 -

B54 100x50x10 PFC

STEEL BEAM SCHEDULE


B55 100x50x10 PFC

B56 100x50x10 PFC

B57 100x50x10 PFC

B58 100x50x10 PFC

B59 125x65x15 PFC

B60 100x50x10 PFC

B61 100x50x10 PFC

B62 152 UC 30 -

B63 152 UC 30 -

B64 152 UC 30 -

B65 100x50x10 PFC

B66 100x50x10 PFC

B67 152 UC 30 -

B68 152 UC 30 -

B69 100x50x10 PFC

B70 100x50x10 PFC

B71 152 UC 30 -

B72 203 UC 71 -

B73 125x65x15 PFC

B74 100x50x10 PFC

B75 100x50x10 PFC

B76 125x65x15 PFC

B77 100x50x10 PFC

B78 100x50x10 PFC

B79 100x50x10 PFC

B80 125x65x15 PFC

B81 152 UC 30 -

STEEL BEAM SCHEDULE


B82 152 UC 30 -

B83 100x50x10 PFC

B84 152 UC 37 -

B85 152 UC 37 -

B86 152 UC 37 -

B87 100x50x10 PFC

B88 152 UC 37 -

B89 152 UC 37 -

B90 152 UC 37 -

B91 152 UC 37 -

B92 152 UC 37 -

B93 152 UC 37 -

B94 152 UC 37 -

B95 152 UC 37 -

B96 152 UC 37 -

B97 100x50x10 PFC

B98 100x50x10 PFC

B99 100x50x10 PFC

B100 100x50x10 PFC

B101 100x50x10 PFC

B102 100x50x10 PFC

B103 100x50x10 PFC

B104 100x50x10 PFC

B105 100x50x10 PFC

B106 100x50x10 PFC

B107 100x50x10 PFC

B108 100x50x10 PFC

STEEL BEAM SCHEDULE


B109 NOT USED -

B110 NOT USED -

B111 203 UC 46 -

B112 203 UC 46 -

B113 152 UC 30 -

B114 152 UC 30 -

B115 152 UC 30 -

B116 152 UC 30 -

B117 152 UC 30 -

B118 152 UC 30 -

B119 NOT USED -

B120 NOT USED -

B121 NOT USED -

B122 NOT USED -

B123 NOT USED -

B124 NOT USED -

B125 NOT USED -

B126 NOT USED -

RC BEAM SCHEDULE


RCB 1 350x800 DP -

RCB 2 350x800 DP -

RCB 3 300x1000 DP -

RCB 4 300x1225 DP -

RCB 5 300x300 DP -

RCB 6 300x300 DP -

RCB 7 300x300 DP -

RCB 8 300x1000 DP -

RCB 9 300x1225 DP -

RCB 10 300x300 DP -

RCB 11 300x300 DP -

RCB 12 300x300 DP -

RCB 13 300x300 DP -

RCB 14 300x300 DP *

RCB 15 200x300 DP -

RCB 16 200x300 DP -

RCB 17 200x300 DP -

RCB 18 200x300 DP -

RCB 19 300x300 DP -

RCB 20 200x300 DP -

RCB 21 300x300 DP -

RCB 22 200x300 DP -






FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

FIRST FLOOR

LAYOUT

GA/05 P6

-

FK --

A1 AS SHOWN

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 21/01/15 SCHEDULES REVISEDP4 06/07/15 GENERAL REVISIONSP5 14/07/15 REVISED WHERE CLOUDEDP6 13/08/15 LIFT & WALL POSITIONS REVISED

KEY



EXISTING WALL





AutoCAD SHX Text

125x65x12 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

125x65x12 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

125x65x12 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

125x65x12 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

150x63 C16

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

150x63 C16

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

LIFT VOID

AutoCAD SHX Text

LIFT VOID

AutoCAD SHX Text


SCALE 1:50

SECOND FLOOR LAYOUT

UP

UP

UP

UP

C8UNDER

B81

B80

B76

B78

B75

B73

SP

RE

AD

ER

B54

SP

RE

AD

ER

B71

B52

B49

B68

B67

B64

B48

B45

B46

B47

B66

B65

B70

B69

B51

B50

B72

B53

C3UNDER

B62

B63

B59

PS PS PS PS

PS PS PS

PS PSPS PS

PS

PS

PS

B77

B79

B74

B57

B58

B60

B56

B61

B55

PSPSPS

PS PSPS

PS

B81

B82

PSPS

PS

PS

PS

PS



B97

LINTEL BEAM

LINTEL BEAM

LINTEL BEAM

SERVICES VOID

SERVICES VOID



STEEL BEAM SCHEDULE


B1 NOT USED -

B2 NOT USED -

B3 152 UC 30 -

B4 152 UC 30 -

B5 203 UC 46 -

B6 203 UC 46 -

B7 125x65x15 PFC

B8 125x65x15 PFC

B9 100x50x10 PFC

B10 100x50x10 PFC

B11 100x50x10 PFC

B12 100x50x10 PFC

B13 152 UC 23 -

B14 100x50x10 PFC

B15 100x50x10 PFC

B16 126x65x15 PFC

B17 100x50x10 PFC

B18 100x50x10 PFC

B19 100x50x10 PFC

B20 152 UC 30 -

B21 125x65x15 PFC

B22 125x65x15 PFC

B23 NOT USED -

B24 NOT USED -

B25 152 UC 30 -

B26 203 UC 46 -

B27 203 UC 46 -

PADSTONE SCHEDULE

PADSTONEMARK

LENGTH WIDTH DEPTH

PS 220 100 100

PS1 220 100 100

PS2 220 100 100



C1 70x70x6 SHS -

C2 70x70x6 SHS -

C3 70x70x6 SHS -

C4 70x70x6 SHS -

C5 70x70x6 SHS -

C6 70x70x6 SHS -

C7 70x70x6 SHS -

C8 70x70x6 SHS -

C9 70x70x6 SHS -

C10 70x70x6 SHS -

C11 NOT USED -

C12 NOT USED -

C13 NOT USED -

C14 NOT USED -

STEEL BEAM SCHEDULE


B28 152 UC 30 -

B29 125x65x15 PFC

B30 125x65x15 PFC

B31 100x50x10 PFC

B32 100x50x10 PFC

B33 100x50x10 PFC

B34 100x50x10 PFC

B35 152 UC 37 -

B36 100x50x10 PFC

B37 100x50x10 PFC

B38 152 UC 23 -

B39 100x50x10 PFC

B40 100x50x10 PFC

B41 100x50x10 PFC

B42 125x65x15 PFC

B43 125x65x15 PFC

B44 125x65x15 PFC

B45 152 UC 30 -

B46 100x50x10 PFC

B47 100x50x10 PFC

B48 152 UC 30 -

B49 152 UC 30 -

B50 100x50x10 PFC

B51 100x50x10 PFC

B52 152 UC 30 -

B53 203 UC 71 -

B54 100x50x10 PFC

STEEL BEAM SCHEDULE


B55 100x50x10 PFC

B56 100x50x10 PFC

B57 100x50x10 PFC

B58 100x50x10 PFC

B59 125x65x15 PFC

B60 100x50x10 PFC

B61 100x50x10 PFC

B62 152 UC 30 -

B63 152 UC 30 -

B64 152 UC 30 -

B65 100x50x10 PFC

B66 100x50x10 PFC

B67 152 UC 30 -

B68 152 UC 30 -

B69 100x50x10 PFC

B70 100x50x10 PFC

B71 152 UC 30 -

B72 203 UC 71 -

B73 125x65x15 PFC

B74 100x50x10 PFC

B75 100x50x10 PFC

B76 125x65x15 PFC

B77 100x50x10 PFC

B78 100x50x10 PFC

B79 100x50x10 PFC

B80 125x65x15 PFC

B81 152 UC 30 -

STEEL BEAM SCHEDULE


B82 152 UC 30 -

B83 100x50x10 PFC

B84 152 UC 37 -

B85 152 UC 37 -

B86 152 UC 37 -

B87 100x50x10 PFC

B88 152 UC 37 -

B89 152 UC 37 -

B90 152 UC 37 -

B91 152 UC 37 -

B92 152 UC 37 -

B93 152 UC 37 -

B94 152 UC 37 -

B95 152 UC 37 -

B96 152 UC 37 -

B97 100x50x10 PFC

B98 100x50x10 PFC

B99 100x50x10 PFC

B100 100x50x10 PFC

B101 100x50x10 PFC

B102 100x50x10 PFC

B103 100x50x10 PFC

B104 100x50x10 PFC

B105 100x50x10 PFC

B106 100x50x10 PFC

B107 100x50x10 PFC

B108 100x50x10 PFC

STEEL BEAM SCHEDULE


B109 NOT USED -

B110 NOT USED -

B111 203 UC 46 -

B112 203 UC 46 -

B113 152 UC 30 -

B114 152 UC 30 -

B115 152 UC 30 -

B116 152 UC 30 -

B117 152 UC 30 -

B118 152 UC 30 -

B119 NOT USED -

B120 NOT USED -

B121 NOT USED -

B122 NOT USED -

B123 NOT USED -

B124 NOT USED -

B125 NOT USED -

B126 NOT USED -

RC BEAM SCHEDULE


RCB 1 350x800 DP -

RCB 2 350x800 DP -

RCB 3 300x1000 DP -

RCB 4 300x1225 DP -

RCB 5 300x300 DP -

RCB 6 300x300 DP -

RCB 7 300x300 DP -

RCB 8 300x1000 DP -

RCB 9 300x1225 DP -

RCB 10 300x300 DP -

RCB 11 300x300 DP -

RCB 12 300x300 DP -

RCB 13 300x300 DP -

RCB 14 300x300 DP *

RCB 15 200x300 DP -

RCB 16 200x300 DP -






FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

SECOND FLOOR

LAYOUT

GA/06 P3

-

FK --

A1 AS SHOWN

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 06/07/15 GENERAL REVISIONS

KEY



EXISTING WALL





AutoCAD SHX Text

170x50 C16

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

170x50 C16

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

170x50 C16

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

170x50 C16

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

125x65x15 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

125x65x15 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

125x65x15 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400 CRS

AutoCAD SHX Text


SCALE 1:50

THIRD FLOOR LAYOUT

UP

UP

B101

B83

PS

PS

B87

PS

B84

PS

PS

PS2

PS

B86

PS

PS

B90

PS

PS

B88

100x50x10 PFC@400 CRS

100x50x10 PFC@400 CRS

100x50x10 PFC@400 CRS

100x50x10 PFC@400 CRS

B99

B10

0B97

B108

B98

B10

2

B104

B105

B10

3 B10

6 B10

7

PS1



STEEL BEAM SCHEDULE


B1 NOT USED -

B2 NOT USED -

B3 152 UC 30 -

B4 152 UC 30 -

B5 203 UC 46 -

B6 203 UC 46 -

B7 125x65x15 PFC

B8 125x65x15 PFC

B9 100x50x10 PFC

B10 100x50x10 PFC

B11 100x50x10 PFC

B12 100x50x10 PFC

B13 152 UC 23 -

B14 100x50x10 PFC

B15 100x50x10 PFC

B16 126x65x15 PFC

B17 100x50x10 PFC

B18 100x50x10 PFC

B19 100x50x10 PFC

B20 152 UC 30 -

B21 125x65x15 PFC

B22 125x65x15 PFC

B23 NOT USED -

B24 NOT USED -

B25 152 UC 30 -

B26 203 UC 46 -

B27 203 UC 46 -

PADSTONE SCHEDULE

PADSTONEMARK

LENGTH WIDTH DEPTH

PS 220 100 100

PS1 220 100 100

PS2 220 100 100



C1 70x70x6 SHS -

C2 70x70x6 SHS -

C3 70x70x6 SHS -

C4 70x70x6 SHS -

C5 70x70x6 SHS -

C6 70x70x6 SHS -

C7 70x70x6 SHS -

C8 70x70x6 SHS -

C9 70x70x6 SHS -

C10 70x70x6 SHS -

C11 NOT USED -

C12 NOT USED -

C13 NOT USED -

C14 NOT USED -

STEEL BEAM SCHEDULE


B28 152 UC 30 -

B29 125x65x15 PFC

B30 125x65x15 PFC

B31 100x50x10 PFC

B32 100x50x10 PFC

B33 100x50x10 PFC

B34 100x50x10 PFC

B35 152 UC 37 -

B36 100x50x10 PFC

B37 100x50x10 PFC

B38 152 UC 23 -

B39 100x50x10 PFC

B40 100x50x10 PFC

B41 100x50x10 PFC

B42 125x65x15 PFC

B43 125x65x15 PFC

B44 125x65x15 PFC

B45 152 UC 30 -

B46 100x50x10 PFC

B47 100x50x10 PFC

B48 152 UC 30 -

B49 152 UC 30 -

B50 100x50x10 PFC

B51 100x50x10 PFC

B52 152 UC 30 -

B53 203 UC 71 -

B54 100x50x10 PFC

STEEL BEAM SCHEDULE


B55 100x50x10 PFC

B56 100x50x10 PFC

B57 100x50x10 PFC

B58 100x50x10 PFC

B59 125x65x15 PFC

B60 100x50x10 PFC

B61 100x50x10 PFC

B62 152 UC 30 -

B63 152 UC 30 -

B64 152 UC 30 -

B65 100x50x10 PFC

B66 100x50x10 PFC

B67 152 UC 30 -

B68 152 UC 30 -

B69 100x50x10 PFC

B70 100x50x10 PFC

B71 152 UC 30 -

B72 203 UC 71 -

B73 125x65x15 PFC

B74 100x50x10 PFC

B75 100x50x10 PFC

B76 125x65x15 PFC

B77 100x50x10 PFC

B78 100x50x10 PFC

B79 100x50x10 PFC

B80 125x65x15 PFC

B81 152 UC 30 -

STEEL BEAM SCHEDULE


B82 152 UC 30 -

B83 100x50x10 PFC

B84 152 UC 37 -

B85 152 UC 37 -

B86 152 UC 37 -

B87 100x50x10 PFC

B88 152 UC 37 -

B89 152 UC 37 -

B90 152 UC 37 -

B91 152 UC 37 -

B92 152 UC 37 -

B93 152 UC 37 -

B94 152 UC 37 -

B95 152 UC 37 -

B96 152 UC 37 -

B97 100x50x10 PFC

B98 100x50x10 PFC

B99 100x50x10 PFC

B100 100x50x10 PFC

B101 100x50x10 PFC

B102 100x50x10 PFC

B103 100x50x10 PFC

B104 100x50x10 PFC

B105 100x50x10 PFC

B106 100x50x10 PFC

B107 100x50x10 PFC

B108 100x50x10 PFC

STEEL BEAM SCHEDULE


B109 NOT USED -

B110 NOT USED -

B111 203 UC 46 -

B112 203 UC 46 -

B113 152 UC 30 -

B114 152 UC 30 -

B115 152 UC 30 -

B116 152 UC 30 -

B117 152 UC 30 -

B118 152 UC 30 -

B119 NOT USED -

B120 NOT USED -

B121 NOT USED -

B122 NOT USED -

B123 NOT USED -

B124 NOT USED -

B125 NOT USED -

B126 NOT USED -

RC BEAM SCHEDULE


RCB 1 350x800 DP -

RCB 2 350x800 DP -

RCB 3 300x1000 DP -

RCB 4 300x1225 DP -

RCB 5 300x300 DP -

RCB 6 300x300 DP -

RCB 7 300x300 DP -

RCB 8 300x1000 DP -

RCB 9 300x1225 DP -

RCB 10 300x300 DP -

RCB 11 300x300 DP -

RCB 12 300x300 DP -

RCB 13 300x300 DP -

RCB 14 300x300 DP *

RCB 15 200x300 DP -

RCB 16 200x300 DP -






FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

THIRD FLOOR

LAYOUT

GA/07 P3

-

FK --

A1 AS SHOWN

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 06/07/15 GENERAL REVISIONS

KEY



EXISTING WALL





AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

100x50x10 PFC

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text


SCALE 1:50

ROOF LAYOUTB

85

PS

B93

PS

PS

PS

B89

PS

B95

PS

PS

PS

B92

PS

B96

PS

PS

PS

B91

B94

150x50 C16@400 CRS

150x50 C16@400 CRS

150x50 C16@400 CRS

150x50 C16@400 CRS

PS

PS

PS

PS

STEEL BEAM SCHEDULE


B1 NOT USED -

B2 NOT USED -

B3 152 UC 30 -

B4 152 UC 30 -

B5 203 UC 46 -

B6 203 UC 46 -

B7 125x65x15 PFC

B8 125x65x15 PFC

B9 100x50x10 PFC

B10 100x50x10 PFC

B11 100x50x10 PFC

B12 100x50x10 PFC

B13 152 UC 23 -

B14 100x50x10 PFC

B15 100x50x10 PFC

B16 126x65x15 PFC

B17 100x50x10 PFC

B18 100x50x10 PFC

B19 100x50x10 PFC

B20 152 UC 30 -

B21 125x65x15 PFC

B22 125x65x15 PFC

B23 NOT USED -

B24 NOT USED -

B25 152 UC 30 -

B26 203 UC 46 -

B27 203 UC 46 -

PADSTONE SCHEDULE

PADSTONEMARK

LENGTH WIDTH DEPTH

PS 220 100 100

PS1 220 100 100

PS2 220 100 100



C1 70x70x6 SHS -

C2 70x70x6 SHS -

C3 70x70x6 SHS -

C4 70x70x6 SHS -

C5 70x70x6 SHS -

C6 70x70x6 SHS -

C7 70x70x6 SHS -

C8 70x70x6 SHS -

C9 70x70x6 SHS -

C10 70x70x6 SHS -

C11 NOT USED -

C12 NOT USED -

C13 NOT USED -

C14 NOT USED -

STEEL BEAM SCHEDULE


B28 152 UC 30 -

B29 125x65x15 PFC

B30 125x65x15 PFC

B31 100x50x10 PFC

B32 100x50x10 PFC

B33 100x50x10 PFC

B34 100x50x10 PFC

B35 152 UC 37 -

B36 100x50x10 PFC

B37 100x50x10 PFC

B38 152 UC 23 -

B39 100x50x10 PFC

B40 100x50x10 PFC

B41 100x50x10 PFC

B42 125x65x15 PFC

B43 125x65x15 PFC

B44 125x65x15 PFC

B45 152 UC 30 -

B46 100x50x10 PFC

B47 100x50x10 PFC

B48 152 UC 30 -

B49 152 UC 30 -

B50 100x50x10 PFC

B51 100x50x10 PFC

B52 152 UC 30 -

B53 203 UC 71 -

B54 100x50x10 PFC

STEEL BEAM SCHEDULE


B55 100x50x10 PFC

B56 100x50x10 PFC

B57 100x50x10 PFC

B58 100x50x10 PFC

B59 125x65x15 PFC

B60 100x50x10 PFC

B61 100x50x10 PFC

B62 152 UC 30 -

B63 152 UC 30 -

B64 152 UC 30 -

B65 100x50x10 PFC

B66 100x50x10 PFC

B67 152 UC 30 -

B68 152 UC 30 -

B69 100x50x10 PFC

B70 100x50x10 PFC

B71 152 UC 30 -

B72 203 UC 71 -

B73 125x65x15 PFC

B74 100x50x10 PFC

B75 100x50x10 PFC

B76 125x65x15 PFC

B77 100x50x10 PFC

B78 100x50x10 PFC

B79 100x50x10 PFC

B80 125x65x15 PFC

B81 152 UC 30 -

STEEL BEAM SCHEDULE


B82 152 UC 30 -

B83 100x50x10 PFC

B84 152 UC 37 -

B85 152 UC 37 -

B86 152 UC 37 -

B87 100x50x10 PFC

B88 152 UC 37 -

B89 152 UC 37 -

B90 152 UC 37 -

B91 152 UC 37 -

B92 152 UC 37 -

B93 152 UC 37 -

B94 152 UC 37 -

B95 152 UC 37 -

B96 152 UC 37 -

B97 100x50x10 PFC

B98 100x50x10 PFC

B99 100x50x10 PFC

B100 100x50x10 PFC

B101 100x50x10 PFC

B102 100x50x10 PFC

B103 100x50x10 PFC

B104 100x50x10 PFC

B105 100x50x10 PFC

B106 100x50x10 PFC

B107 100x50x10 PFC

B108 100x50x10 PFC

STEEL BEAM SCHEDULE


B109 NOT USED -

B110 NOT USED -

B111 203 UC 46 -

B112 203 UC 46 -

B113 152 UC 30 -

B114 152 UC 30 -

B115 152 UC 30 -

B116 152 UC 30 -

B117 152 UC 30 -

B118 152 UC 30 -

B119 NOT USED -

B120 NOT USED -

B121 NOT USED -

B122 NOT USED -

B123 NOT USED -

B124 NOT USED -

B125 NOT USED -

B126 NOT USED -

RC BEAM SCHEDULE


RCB 1 350x800 DP -

RCB 2 350x800 DP -

RCB 3 300x1000 DP -

RCB 4 300x1225 DP -

RCB 5 300x300 DP -

RCB 6 300x300 DP -

RCB 7 300x300 DP -

RCB 8 300x1000 DP -

RCB 9 300x1225 DP -

RCB 10 300x300 DP -

RCB 11 300x300 DP -

RCB 12 300x300 DP -

RCB 13 300x300 DP -

RCB 14 300x300 DP *

RCB 15 200x300 DP -

RCB 16 200x300 DP -






FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

ROOF LAYOUT

GA/08 P4

-

FK --

A1 AS SHOWN

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 21/01/15 PADSTONES REVISEDP4 06/07/15 GENERAL REVISIONS

KEY



EXISTING WALL





AutoCAD SHX Text

150x50 C16

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

150x50 C16

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

150x50 C16

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

150x50 C16

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

150x50 C16

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

150x50 C16

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text

150x50 C16

AutoCAD SHX Text

@400CRS

AutoCAD SHX Text


GA01

SECTION 1-1SCALE 1:25

EXISTING FOOTINGTRIMMED BACK

2 LAYERS 1200g VISQUEENSLIP MEMBRANE

CELLCORE HEAVE PROTECTIONTO U/S SLABS BEAMS

RC SLAB

3:1 SHARP SAND :CEMENT MIX. ENSURE

DRY PACK IS WELLRAMMED IN WITH ALL

VOIDS FILLED

No. 35FFL TBCGROUND FLOOR

SSL -0.165

CAVITY BLOCKWORKOMITTED FOR CLARITY

RC WALL

RC WALL

MASS CONCRETEUNDERPIN TO

EXISTING FOOTING

RC SLAB

RC SLAB

RC SLAB

UPPER BASEMENTSSL -4.320

LOWER BASEMENTSSL -10.345

MIDDLE BASEMENTSSL -7.620

BORED RC PILE

RC GROUND BEAM750x600 DEEP

EDGE BEAM

EDGE BEAM

EDGE BEAM

BORED RC PILE

PILE CAP

RC WALL

RC WALL

RC WALL

STAIRWELL

BOREHOLE AND LINER FOR LIFTHYDRAULIC PISTON INDICATIVE ONLYDETAILS TBC

GA01

SECTION 6-6 SIMILAR - OPP. HANDSCALE 1:25

BORED RC PILE

2 SKINS 100BLOCKWORK DO NOT SCALE FROM THIS DRAWING





FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

SECTIONS THROUGH

BUILDING

S/01 P6

-

AD --

A1 AS SHOWN

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 21/01/15 MASS CONCRETE WALL REVISEDP4 06/07/15 REVISED AS CLOUDEDP5 14/07/15 REVISED WHERE CLOUDEDP6 12/08/15 REVISED WHERE CLOUDED

AutoCAD SHX Text

800

GA01



BORED RC PILES

BORED RC PILES

MASS CONCRETEUNDERPIN TOEXISTING FOOTING

EXISTING MASONRYBOUNDARY WALL

RC SLAB

RC WALL

RC WALL



VOIDS FILLED


EXISTING FOOTING


GLAZED FLOOR

UPPER BASEMENTSSL -4.320 RC SLAB

RC SLAB


RC SLAB

EXISTING CONCRETETRIMMED BACK

3:1 SHARP SAND :CEMENT MIX. ENSUREDRY PACK IS WELLRAMMED IN WITH ALLVOIDS FILLED

RC SLAB

EXISTING CONCRETE

GROUND FLOORSSL -1.090


RC SLAB

GLAZED FLOORPUBLIC HOUSEEXTENSION

EXISTING BASEMENTTBC



RC SLAB

RC WALL

SSL - 8.627

SSL -8.970

BORED RC PILES



RC SLAB

NOTE: BACK FILLING OF GARDEN IS TO BECARRIED OUT SO THAT DIFERENCE IN LEVELSIS NO MORE THAN 200mm ON EACH SIDE



2 SKINS 100BLOCKWORK


T.O. UPSTANDSSL -0.390

T.O. UPSTANDSSL -0.000

EXISTING MASONRYBOUNDARY WALL

VOID






FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

SECTIONS THROUGH

BUILDING

S/02 P3

-

AD --

A1 AS SHOWN

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 06/07/15 REVISED AS CLOUDED

AutoCAD SHX Text

800

AutoCAD SHX Text

800

GA01




EXISTING FOOTING


BORED RC PILES

MASS CONCRETEUNDERPIN TOEXISTING FOOTING

NEW SINGLE SKIN BLOCKWORKCRAMPED TO EXISTING WALL

NEW SINGLE SKIN BLOCKWORKCRAMPED TO EXISTING WALL


EXISTING CONCRETE



VOIDS FILLED

RC WALL

RC WALL

No. 35FFL TBC

RC SLAB

RC SLAB

PUBLIC HOUSEREAR EXTENSION

RC SLAB

3:1 SHARP SAND :CEMENT MIX. ENSUREDRY PACK IS WELLRAMMED IN WITH ALLVOIDS FILLED


RC SLAB



RC SLAB


BORED RC PILES





BORED RC PILES


SSL -8.970

SSL - 8.627

RC SLAB


2 SKINS 100BLOCKWORK







FIDEL KARIM

STRUCTURAL

DRAWINGS

SCALEPAPER SIZEDATE

DRAWN CHECKED

DESCRIPTIONDATEREV


-

--

04/08/2014

SECTIONS THROUGH

BUILDING

S/03 P5

-

AD --

A1 AS SHOWN

P1 04/08/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 21/01/15 MASS CONCRETE WALL REVISEDP4 06/07/15 REVISED AS CLOUDEDP5 14/07/15 REVISED AS CLOUDED

AutoCAD SHX Text

800


EXISTING FOOTING


EXISTING MASS CONCRETETO BE BROKEN OUT

EXISTING BOUNDARY WALL (TOREMAIN IN PLACE & BE PROPPED

IN TEMPORARY CONDITIONS)

BORED RC PILES


RC SLAB

GA01


RC SLAB


RC SLAB

200mmRC WALL


RC SLAB

3:1 SHARP SAND : CEMENT MIX.ENSURE DRY PACK IS WELL

RAMMED IN WITH ALL VOIDS FILLED

NEW BLOCKWORK WALLFIXED TO EXISTING WALL


SSL -8.970


STAIRWELL

GA01

SECTION 5-5 SIMILARSCALE 1:25




GA01


BOREHOLE FOR LIFT RAMSSL -14.465

RC SLAB

RC WALL

STAIRWELL STAIRWELL



GA01

SECTION 8-8 SIMILARSCALE 1:25

RC WALL

RC WALLRC WALL






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DESCRIPTIONDATEREV


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28/11/2014

SECTIONS THROUGH

BUILDING

S/04 P5

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KIB --

A1 AS SHOWN

P1 28/11/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 21/01/15 MASS CONCRETE WALL REVISEDP4 06/07/15 REVISED AS CLOUDEDP5 14/07/15 REVISED AS CLOUDED

AutoCAD SHX Text

785

AutoCAD SHX Text

785

AutoCAD SHX Text

785

AutoCAD SHX Text

900






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04/08/2014

STRUCTURAL

DETAILS & SECTIONS

D/01 P1

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KIB --

A1 AS SHOWN

P1 13/08/15 INITIAL ISSUE

RC ELEMENTS - ALL C35 CONCRETEFOR TENDER PURPOSES THE FOLLOWING REINFORCEMENT RATES ARE TO BE USED

ELEMENT WIDTH/THICKNESS REINFORCEMENT ( kg / m ³ )

BASEMENT SLAB 450 140

GROUND AND INTERMEDIATE SLABS VARIOUS 180

POOL WALLS 200 100

CENTRAL RC WALL 200 100

PERIMETER RC WALL 300 95

PERIMETER RC WALL 450 160

RC BEAMS VARIOUS 200






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17/04/2014

GENERAL NOTES

N/01 P3

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AD --

A1

P1 17/04/14 INITIAL ISSUEP2 03/12/14 REVISED AS CLOUDEDP3 21/01/15

GENERAL NOTES:

1. ALL DRAWINGS ARE TO BE READ IN CONJUNCTION WITH THE SPECIFICATION & ALL RELEVANT ENGINEER'S AND ARCHITECTSDRAWINGS. IF ANY CONFLICT ARISES BETWEEN DOCUMENTATION INFORM THE DESIGN TEAM IMMEDIATELY.

2. DO NOT SCALE THE DRAWINGS. WORK TO FIGURED DIMENSIONS ONLY.

3, ALL SETTING OUT TO ARCHITECTS DRAWINGS

4. THE ENGINEER IS TO BE INFORMED IF ANY DETAIL INDICATED OR IMPLIED ON THIS DRAWING CANNOT BE MAINTAINED IN GOOD TIMESO THAT ALTERNATIVE SOLUTIONS MAY BE MADE AVAILABLE.

5. THE CONTRACTOR IS TO TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE STABILITY OF THE EXISTING AND ADJACENTSTRUCTURES AT ALL TIMES DURING THE COURSE OF THE WORKS.THE CONTRACTOR IS RESPONSIBLE FOR THE DESIGN OF ALL TEMPORARY WORKS AND IS TO SUBMIT DETAILS, CALCULATIONS ANDMETHOD STATEMENTS TO THE STRUCTURAL ENGINEER FOR APPRAISAL PRIOR TO THE COMMENCEMENT OF WORKS.

STRUCTURAL STEELWORK NOTES

1. ALL MATERIALS, FABRICATION, WORKMANSHIP AND ERECTION OF STEELWORK SHALL BE IN ACCORDANCE WITH THE CURRENTEDITION OF THE NATIONAL STEELWORK SPECIFICATION FOR BUILDING CONSTRUCTION AS PUBLISHED BY THE BRITISHCONSTRUCTIONAL STEELWORK ASSOCIATION.

2. ALL STEELWORK TO BE GRADE S355(50) TO BS 4360:1986

3. ALL STEELWORK CONNECTIONS TO BE DESIGNED BY THE STEELWORK FABRICATOR FOR LOADS AS SPECIFIED ON THE DRAWINGS.

4. ALL FORCES AND MOMENTS ARE GIVEN AT ULTIMATE LIMIT STATE (ULS) FACTORED LOADS TO BS 5950 IN KILONEWTONS (KN).BENDING MOMENTS ARE IN KILONEWTONMETRES (KNM) AND ARE SHOWN IN BRACKETS.

5. ALL FABRICATION DRAWINGS AND DESIGN CALCULATIONS ARE TO BE SUBMITTED TO THE STRUCTURAL ENGINEER FOR APPROVALAT LEAST TWO WEEKS PRIOR TO THE COMMENCEMENT OF FABRICATION.

6. STEEL BEAMS SHALL AT LEAST HAVE THE MINIMUM BEARINGS ON SUPPORTING WALLS AS SHOWN ON THE DRAWINGS. WHERE NODETAILS OF BEARINGS ARE SHOWN PROVIDE BEARINGS TO THE FULL WIDTH OF THE SUPPORTING LEAF,PADSTONE OR 150mmWHICHEVER IS GREATER.

7. ALL STEEL BEAMS TO HAVE 6mm STIFFENER PLATES TO BOTH SIDES OF BEAM BETWEEN FLANGES AT ALL BEARING POSITIONSUNLESS OTHERWISE NOTED.. STIFFENER PLATES TO BE WELDED TO BEAMS WITH 6mm FULL PROFILE FILLET WELDS.

8. SITE MODIFICATIONS TO STRUCTURAL STEELWORK SHALL NOT BE CARRIED OUT UNLESS PRIOR APPROVAL HAS BEEN OFKAINEDFROM THE ENGINEER

9. ALL STRUCTURAL STEELWORK SHALL BE BLAST CLEANED TO B.S.7079 : PART A1, PREPARATION GRADE SA21/2 AND, EXCEPT WHERESPECIFIED AS GALVANISED, SHALL BE PAINTED WITH A SUITABLE GOOD QUALITY HIGH BUILD EPOXY ZINC PHOSPHATE PRIMER TOPROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 75 MICRONS. A PRE-FABRICATION PRIMER MAY BE USED AT THE FABRICATORSDISCRETION. THE CONTRACTOR SHALL ENSURE THAT THE PRIMER USED IS COMPATIBLE WITH SUBSEQUENT COATINGS SPECIFIEDBY OTHERS. (E.G. INTUMESCENT PAINT).

10. STEELWORK SPECIFIED AS GALVANISED SHALL BE BLAST CLEANED AS ABOVE & HOT DIP GALVANISED TO B.S.729 MINIMUM COATINGTHICKNESS 85 MICRONS.

11. ALL STEELWORK BELOW DPC LEVEL OR BUILT WITHIN THE MASONRY WALL CAVITY SHALL BE SITE PAINTED WITH A COMPATIBLE HIGHBUILD EPOXY ZINC PHOSPHATE PRIMER TO PROVIDE A DRY FILM THICKNESS OF NOT LESS THAN 125 MICRONS, TO ACHIEVE ANOVERALL PRIMER COATING OF 200 MICRONS. I.E. LEIGHS PAINTS EPIGRIP C400 ZINC PHOSPHATE PRIMER/BUILDCOAT OR EQUAL.STEELWORK BELOW DPC SHALL ALSO BE ENCASED IN NOT LESS THAN 100MM OF CONCRETE NOT WEAKER THAN SPECIFIED ON THEDRAWINGS.

12. STEELWORK CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR AND CLADDING CONTRACTOR TO PROVIDE ALL NECESSARYSECONDARY STEELWORK, TRIMMING ETC. AS REQUIRED AROUND ALL DOORS, WINDOWS AND THE LIKE.

13. STEELWORK CONTRACTOR TO CO-ORDINATE WITH MAIN CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING DURING THESEQUENCE OF ERECTION.

14. ANY CONCRETE ENCASED STEELWORK SHALL BE CLEANED OF ALL LOOSE SCALE, RUST, DIRT AND BE FREE OF ANY GREASE.

15. ALL STEELWORK FIRE PROTECTION TO ARCHITECTS SPECIFICATION AND DETAILS. IF INTUMESCENT PAINT IS USED, ENSURECOMPATIBILITY WITH ANY PRIMERS OR SECONDARY COVERINGS

STRUCTURAL MASONRY NOTES

1. REFER TO ARCHITECTURAL DRAWINGS AND SPECIFICATION FOR MASONRY REQUIREMENTS IN RESPECT OF ACOUSTIC, THERMALINSULATION AND DURABILITY REQUIREMENTS. THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY IF THIS CONFLICTS WITHSTRUCTURAL REQUIREMENTS.

2. BLOCKWORK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 7.0N/mm². BLOCKWORK LINER TO CAVITY DRAIN TO BE SPECIFIEDBY THE CAVITY DRAIN SUPPLIER. ALL BLOCKWORK TO BE SOLID AND IS TO COMPLY WITH BS5628, TABLE 4, REQUIREMENTS FORSPECIAL CATEGORY OF MANUFACTURE.

3. THE MAXIMUM WEIGHT OF AN INDIVIDUAL MASONRY UNIT MUST NOT EXCEED 20KG.

4. BLOCKWORK SHOULD BE ADEQUATELY PROTECTED ON SITE TO AVOID SATURATION AND POSSIBLE INCREASE IN LIFTING WEIGHT.REFERENCE SHALL BE MADE TO THE PROJECT ARCHITECT/ACOUSTIC CONSULTANT FOR COMPLIANCE WITH PART E OF THEBUILDING REGULATION - SOUND TRANSMISSION.

5. BLOCKWORK BELOW DPC TO BE OF FOUNDATION QUALITY (REFER TO MANUFACTURERS GUIDELINES) AND TO BE OF AT LEASTEQUAL MINIMUM COMPRESSIVE STRENGTH TO THAT INDICATED BETWEEN GROUND AND FIRST FLOOR AND IN NO CASE LESS THAN7N/mm².

6. BRICKWORK TO HAVE A MINIMUM COMPRESSIVE STRENGTH OF 20N/MM² AND IS TO COMPLY WITH BS5628 REQUIREMENTS FORSPECIAL CATEGORY OF MANUFACTURE.

7. MORTAR DESIGNATION AS FOLLOWS:ABOVE DPC MORTAR DESIGNATION iiiBELOW DPC MORTAR DESIGNATION ii

8. REFER TO THE ARCHITECTS DRAWINGS FOR DETAILS OF DPC'S, DPM'S, WATERPROOFING AND INSULATION.

9. LINTELS:FOR ALL BLOCKWORK WALLS PROVIDE PROPRIETARY PRE-CAST CONCRETE LINTELS AS SPECIFIED ON THE DRAWINGS OREQUIVALENT APPROVED BY ALTERNATIVE MANUFACTURER.

FOR ALL CAVITY WALLS PROVIDE PROPRIETARY IG LINTEL TO SUIT CAVITY WIDTH OR EQUIVALENT APPROVED BY ALTERNATIVEMANUFACTURER.

ALL STEEL LINTELS IN EXTERNAL WALLS TO BE FULLY GALVANISED OR PROVIDED WITH SOME OTHER SUITABLE PROTECTIONAGAINST MOISTURE AND HAVE A MINIMUM 150mm BEARING TO EACH END UNLESS NOTED OTHERWISE.

CONCRETE

1. ALL CONCRETE TO BE NORMAL WEIGHT, STRENGTH GRADE C28/35 TO PROVIDE A MINIMUM CUBE COMPRESSIVE STRENGTH OF35N/mm² AT 28 DAYS.

2. ALL CONCRETE BELOW GROUND LEVEL (SLABS, WALLS & FOUNDATIONS) TO BE DESIGNED FOR A DESIGN SULPHATE CLASS OFDS-2.

3. UNDER NO CIRCUMSTANCES IS CONCRETE TO BE POURED IF EXPECTED TEMPERATURE WITHIN THE FOLLOWING 24 HOUR PERIOD ISEXPECTED TO BE 5° C OR LESS.

4. NO ADMIXTURES OF ANY FORM TO BE ADDED TO THE CONCRETE WITHOUT THE WRITTEN PERMISSION OF THE STRUCTURALENGINEER. IT IS STRICTLY FORBIDDEN TO ADD WATER TO CONCRETE ON SITE.

PILING & FOUNDATIONS

1. ALL PILING DESIGN IS TO BE CARRIED OUT BE THE CONTRACTOR TO SUIT THE GROUND CONDITIONS AS DESCRIBED IN THE SOILSREPORT SUPPLIED BY FASTRACK FSI REF 8023 JUNE 2013. AND TO ALL THE STRUCTURAL ENGINEER'S REQUIREMENTS.

2. CONTIGUOUS PILED WALLS HAVE BEEN SPECIFIED ON THE TENDER DRAWINGS. ALTERNATIVES MAY BE ACCEPTABLE. CONTRACTORTO SUBMIT ALTERNATIVE PROPOSALS TO THE STRUCTURAL ENGINEER FOR CONSIDERATION AND AGREEMENT.

3. ALL CONCRETE MIX TO PILES TO SPECIFIED BY PILING DESIGNER WITH CONSIDERATION TO STRUCTURAL REQUIREMENTS AND SOILSREPORT.

4. FOR PURPOSES OF TENDER ASSUME ALL PILE EXTEND FOR A FURTHER 15 METRES BELOW BASEMENT SLAB. FINAL LENGTHS TO BECONFIRMED BY PILING CONTRACTOR.

5. PILING CONTRACTOR TO SUBMIT ALL PILING DESIGN TO STRUCTURAL ENGINEER FOR REVIEW AND COMMENT.

TIMBER FLOOR CONSTRUCTION NOTES

1. ALL STRUCTURAL TIMBER FLOOR MEMBERS TO BE OF MINIMUM SIZE AS SHOWN ON THE DETAIL DRAWINGS. SIZES SHOWN ARENOMINAL TIMBER SIZES EXCEPT AS NOTED ON THE DRAWINGS AND WILL BE SUBJECT TO REDUCTIONS IN FINISHED SIZE TO B.S.4471

2. TIMBER FLOOR JOIST SHALL HAVE MINIMUM BEARINGS OF 100MM ON MASONRY AND 75MM ON STEEL BEAMS OR TIMBER PLATESEXCEPT AS NOTED ON THE DRAWINGS. TIMBER FLOOR JOISTS SHALL NOT BE BUILT INTO PARTY WALL CONSTRUCTIONS BUT SHALLBE SUPPORTED ON PROPRIETARY JOIST HANGERS AT SUCH LOCATIONS. RESTRAINT TYPE JOISTS HANGERS CAPABLE OF RESISTINGTENSILE FORCES, IN ACCORDANCE WITH BS 5628-1 APPENDIX C TO BE USED. ALTERNATIVELY, PROVIDE RESTRAINT STRAPS AT NOTMORE THAN 2.0M CENTRES USING 30MM X 5MM GALVANISED STRAPS WITH A TURN DOWN LENGTH OF 100MM AND STRAIGHTLENGTH OF 600MM. STRAPS FIXED TO FLOOR JOISTS WITH 50MM, NO.10 SCREWS AT NOT MORE THAN 110MM CENTRES AND AMINIMUM OF 4 FIXINGS.

3. DOUBLE JOISTS SHALL BE PROVIDED UNDER NON-LOAD BEARING STUDWORK PARTITIONS RUNNING PARALLEL WITH JOIST SPANS,UNDER BATHS AND UNDER AIRING CU--OARD

4. ALL MEMBERS SUPPORTED ON PROPRIETARY HANGERS SHALL BE ACCURATELY CUT TO PROVIDE A FULL CONTACT WITH THE BASEOF THE HANGER AND SHALL BE FIXED IN ACCORDANCE WITH THE HANGER MANUFACTURER'S INSTRUCTIONS. JOISTS SHALL BEREBATED TO LIE FLUSH WITH UNDERSIDE OF HANGERS.

5. ALL MEMBERS FITTED INTO STEEL BEAMS SHALL PROVIDE A GOOD FIT TO THE WEB OF THE BEAM AND SHALL BE NOTCHED THEMINIMUM AMOUNT REQUIRED TO CLEAR THE BEAM FLANGES. WHERE STEEL BEAMS ARE SPECIFIED WITHIN THE FLOOR DEPTH, THEUNDERSIDE OF JOISTS SHALL BE 5MM BELOW THE UNDERSIDE OF THE BEAMS.

6. EXTERNAL AND PARTY WALLS PARALLEL WITH JOISTS SPANS SHALL BE RESTRAINED AT TOP OF FLOOR JOIST LEVEL AT NOT MORETHAN 2.0M CENTRES WITH GALVANISED 30 X 5.0MM STRAPS EXTENDING OVER A MINIMUM OF 3 JOISTS. NOGGINS NOT LESS THEN75% OF JOIST DEPTH AND TIMBER BLOCKING ADJACENT TO WALLS SHALL BE FIXED BETWEEN JOISTS AT ALL STRAP LOCATIONS.STRAPS SHALL BE FIXED TO MEMBERS/NOGGINS WITH NOT LESS THAN 4 NO. 32 X 3.5MM GALVANISED OR SHERARDISED SQUARETWISTED NAILS.

7. END JOISTS SHALL BE POSITIONED APPROXIMATELY 50MM FROM MASONRY WALLS. JOIST CENTRES GENERALLY SHALL BE EQUALAND SHALL NOT EXCEED THE DESIGN CENTRES SHOWN ON THE DRAWING. MULTIPLE JOISTS, WHERE SHOWN ON THE DRAWINGSSHALL BE SECURELY NAILED TOGETHER AT NOT MORE THAN 600MM CENTRES.

8. UNLESS SPECIFIED OTHERWISE, SECURELY FIX STRUTTING BETWEEN JOISTS AT CENTRES AS FOLLOWS: JOIST SPAN OF 2.5M TO 4.5M: - ONE ROW AT CENTRE OF SPAN. JOIST SPAN OVER 4.5M: - TWO ROWS EQUALLY SPACED

STRUTTING SHALL TAKE THE FORM OF ONE OF THE FOLLOWING.38MM X 38MM SOFTWOOD HERRINGBONE STRUTTING LOCATED BETWEEN 5 & 25MM CLEAR OF TOP AND BOTTOM EDGES OF

JOIST.PROPRIETARY GALVANISED METAL STRUTTING FIXED IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS.SOLID SOFTWOOD STRUTTING NOT LESS THAN 38MM THICK AT LEAST THREE QUARTERS OF THE DEPTH OF THE JOIST

STRUCTURAL UNDERPINNING NOTES

1. TO BE READ IN CONJUNCTION WITH THE PRELIMINARIES AND GENERAL CONDITIONS.2. WORKMANSHIP: THE WORK SHALL BE CARRIED OUT IN ACCORDANCE WITH THE ENGINEER'S DRAWINGS AND INSTRUCTIONS AND TO

THE APPROVAL OF THE ARCHITECT AND THE BUILDING CONTROL OFFICER.

3. ANY OTHER SEQUENCE OF OPERATIONS OR METHOD OF WORKING PROPOSED BY THE CONTRACTOR IS TO BE SUBMITTED TO THEARCHITECT AND COPIED TO THE ENGINEER AND AGREED IN WRITING A MINIMUM OF 14 DAYS BEFORE WORK IS TO BE COMMENCEDON SITE.

4. CONTRACTORS RESPONSIBILITIES: THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SAFETY OF THE UNDERPINNED STRUCTUREAND PROVIDE ALL NECESSARY SHORING, STRUTTING AND BRACING TO ENSURE ITS SAFETY AND STABILITY AT ALL TIMES.

5. SERVICES: THE CONTRACTOR IS ALSO TO CARRY OUT A SURVEY OF THE PROPERTY AND ADJACENT AREA TO ESTABLISH THE

LOCATION OF OBSTRUCTIONS SUCH AS SERVICE RUNS OR DRAINS. ANY OBSTRUCTION FOUND IS TO BE BROUGHT TO THEATTENTION OF THE ARCHITECT / ENGINEER.THE CONTRACTOR IS TO ALLOW FOR ANY TEMPORARY SUPPORT TO THE SERVICES OROBSTRUCTIONS DURING THE UNDERPINNING.

6. CONSTRUCTION SEQUENCE: THE UNDERPINNING IS TO BE UNDERTAKEN IN SHORT SECTIONS NOT EXCEEDING 1 METRE IN LENGTH.THE UNDERPINNING IS TO BE UNDERTAKEN ON A 'HIT AND MISS' SEQUENCE.

7. NO ADJACENT PIN IS TO BE EXCAVATED UNTIL A MINIMUM 48 HOURS AFTER THE ADJACENT PIN HAS BEEN CAST AND PACKED UP.

8. THE CONTRACTOR IS TO PROVIDE DRAWINGS MARKED UP TO SHOW THE PROPOSED SEQUENCE OF UNDERPINNING A MINIMUM OF14 DAYS BEFORE WORK IS COMMENCED.

9. EXCAVATIONS: EXCAVATION SHALL BE TO THE DEPTH AND WIDTH SHOWN ON THE DRAWINGS. HOWEVER,WHERE TREE ROOTS AREENCOUNTERED NEW UNDERPINS ARE TO EXTEND 600MM BELOW THE LAST TRACE OF ANY ROOT ACTIVITY. THE SIDES OF THEEXCAVATIONS SHALL BE ADEQUATELY SHORED AND PROPPED TO PREVENT SUBSIDENCE OR SLIP OF THE SOIL. SOIL FACES BEHINDTHE PIN AND AT THE FORMATION LEVEL SHALL BE UNDISTURBED.

10. ANY SOIL FACES BEHIND THE UNDERPINNING THAT REQUIRE TO BE RETAINED SHALL BE BY PRECAST CONCRETE POLING BOARDS.THE BOARDS ARE TO HAVE HOLES TO ENABLE THE VOID BEHIND THE BOARDS TO BE GROUTED UP. THE POLING BOARDS ARE TO BEMEASURED AS LEFT IN.

11. INSPECTIONS: ALL EXCAVATIONS ARE TO BE INSPECTED BY THE ENGINEER AND/OR THE BUILDING CONTROL OFFICER. MINIMUMNOTICE OF 24 HOURS IS TO BE GIVEN WHEN EXCAVATIONS ARE READY FOR INSPECTION.

12. THE SOFFIT OF THE EXISTING FOOTINGS IS TO BE LEVELED OFF AND CLEANED OF ALL LOOSE OR DETRIMENTAL MATERIAL.

13. NO PROJECTING PORTIONS OF THE EXISTING FOOTINGS ARE TO BE TRIMMED EXCEPT AS SHOWN ON THE DRAWINGS OR DIRECTEDBY THE ENGINEER.

14. ANTI-HEAVE PRECAUTIONS: BEFORE CARRYING OUT CONCRETING INTRODUCE ANTI-HEAVE PRECAUTIONS IN THE FORM OF CLAYMASTER AS DIRECTED BY THE ENGINEER TO THE FACES OF THE EXCAVATION.

15. PLACING CONCRETE: THE CONCRETE FOR THE UNDERPINNING IS TO BE RC35 CONCRETE AND POURED CONTINUOUSLY TO 75MMBELOW THE SOFFIT OF THE EXISTING FOOTING. THE CONCRETE IS TO BE FULLY COMPACTED USING A MECHANICAL VIBRATOR.

16. THE TOP 75MM OF THE PIN IS TO BE FILLED TO THE FULL DEPTH AND WIDTH OF THE VOID WITH A 3:1 SHARP SAND:CEMENT MIX DRYPACK MIXED HAND DAMP AND RAMMED IN WELL SOLID.

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