A

25650 C.H.S 244x12mm

2400 3725 4925 7400 1650 2250 3300 BASE PLATE TO BE SEALED

E
WITH MASS CONCRETE

B
25mm THICK
F1/C2 NON SHRINK GROUT
F1/C1

1
D

BP
50
BP1 BP1

17

0
C5
FOOTING PLAN BASE PLATE DETAIL - BP1

F5
BP
SCALE 1:15

10
SCALE 1:25

9
C4

20
FOOTING SCHEDULE

9
7415

TYPE A(mm) B(mm) C(mm) D E

400
F1 1850 1850 250 T12-200 T12-200 40 320 40
F2A 1850 1850 250 T12-200 T12-200

40
4 NOS OF M12 FULL THREADED
F3A 1050 1050 250 GRADE 8.8 HOLDING DOWN BOLT
T12-200 T12-200 WITH 200mm EMBEDMENT LENGTH

400
320
K 6mm FILLET WELD

BP1 F1/C4 P Q R
2 400x400x16mm THK
C5

26
BASEPLATE

40
1

12
F1/C3 BP1 1 F5 BP A SUBMISSION 16.03.2017
C5 SECTION S1-S1
1
BP
4000

SCALE 1:15

N(T&B)
3
BP 54

L
3 A/C
3 F

382
BP 53
F1/C5 F1/C7 3 A/C M(T&B)
F1/C6 F TANDATANGAN PEMILIK TANAH DAN BANGUNAN :

7
Saya mengesahkan bahawa hakmilik tanah bagi tanah di mana
425 bangunan-bangunan ini akan dibina tidak mengandungi perjanjian atau
BP1 BP1 BP1 syarat-syarat khas yang melarang pembinaan bangunan-bangunan
R.H.S 200x150x8mm
COMBINED FOOTING PLAN yang tersebut.
BP3 BASE PLATE TO BE SEALED
3710

6 SCALE 1:25 WITH MASS CONCRETE

/C5
BP3 F3A
5
/C5
F3A COMBINED FOOTING SCHEDULE

120
675

4483
290 290 25mm THICK
350 25 25 TYPE K(mm) L(mm) P(mm) Q(mm) R(mm) S(mm) M N
100 NON SHRINK GROUT
BP2 BP2 F2 4375 1850 1050 2400 925 250 T12-200 T12-200
BP1
F2
BP1 290 NG HAN SEONG (GENERAL MANAGER)
C19 F1/C20 F3 4325 1850 925 2400 925 250 T12-200 T12-200
2680

2680

C8 C9 No. K/P : 630703-10-6511

600 F4 4200 1850 935 2330 935 250 T12-200 T12-200 KAY PRIDE SDN.BHD. [No.Syarikat:177772-V]
F4
BP3
25 50 750 BP3 BP3
59
F5 3600 1850 925 1750 925 250 T12-200 T12-200 BASE PLATE DETAIL - BP2 SPICE, JALAN TUN DR.AWANG, 119 RELAU, PULAU PINANG,
NO. TEL : 604-646 2255 NO. FAX : 604 646 2255
BP2 F3A/C57 58 F3A/C SCALE 1:15
F3A/C
1610

675 C21
25 675 50
C10 BP2
F2A/C25 25 CADANGAN MENDIRIKAN 1 UNIT RUMAH CONTOH DAN
C22 BP2 BP2 PEJABAT JUALAN SEMENTARA 1 TINGKAT (DI FASA 2)
F2 25 UNTUK TEMPOH 3 TAHUN DI ATAS SEBAHAGIAN LOT
BP1 BP2 25 750 300
F2A/C23 F2A/C24 25
40 220 40
10045 (PT 93) (SEBAHAGIAN LOT LAMA 2708), LORONG
1175 SLIM, SEKSYEN 2, BANDAR JELUTONG, DAERAH TIMUR
675 LAUT, PULAU PINANG.

40
3710

4 NOS OF M12 FULL THREADED

GRADE 8.8 HOLDING DOWN BOLT
WITH 200mm EMBEDMENT LENGTH
UNTUK TETUAN KAY PRIDE SDN. BHD. (177772-V)

400
320
C.H.S 150x5.0mm 6mm FILLET WELD
25 25 750 675
C11 BASE PLATE TO BE SEALED
C26 BP2 WITH MASS CONCRETE 400x300x20mm THK
BASEPLATE

40
F2

1165
BP1 BP2 F2A/C27 F2A/C28

25mm THICK
SECTION S2-S2
25 SCALE 1:15
4000

BP2
350
15235

600 NON SHRINK GROUT

675 125

25 A7 (T&B)
C12 F2A/C30 750
F2
C29 675
BASE PLATE DETAIL - BP3
BP1 BP2 BP2 25 SCALE 1:15

SHOW GALLERY
4000

675
GROUND FLOOR LAYOUT PLAN
31115

25 25 240
F2A/C33 40 160 40
C13 C31 F2A/C34
4 NOS OF M12 FULL THREADED JURUTERA PERUNDING TEKADMAJU SDN BHD

40 160 40
F2 BP2 GRADE 8.8 HOLDING DOWN BOLT
25 WITH 200mm EMBEDMENT LENGTH
BP1 BP2 BP2

240
1565 2085 1915

6mm FILLET WELD

E-5-27, IOI Boulevard, Jalan Kenari 5,
50
819

400x400x16mm THK Bandar Puchong Jaya,

675 675 675 BASEPLATE
BP2 47170 Puchong,
25 Selangor Darul Ehsan, Malaysia.
F3A/C32 F2A/C45 BP2
SECTION S3-S3 Tel : 603 - 8075 6565
Fax : 603 - 8071 5868
BP2 F2A/C46 SCALE 1:15
F2A/C14 850

MTC JURUTERA MTC SDN. BHD.

351

BP1 675 675 CIVIL & STRUCTURAL CONSULTING ENGINEERS

605 LEGEND (Co. No.: 1106622-M)
F2A/C35 C36 F2A/C37
ST1 25 C1-C18,
4-E, LORONG DELIMA 1, 11600 GREENLANE,
BP2 BP2 C49-C52 PULAU PINANG.
BP2 BP2 50 BP2 25
C19-C48 R.H.S 200x150x8.0 Tel : +604-657 2818 Fax: +604-659 7818
2435

F2A/C47 F2A/C48 Email : general@jmtc.my

300 F3
50 C53-C59
400 125 25
F2A/C15 BP2 700
C38 BP2
13200

BP2
BP1 F2A/C39 675 F2A/C40
ST2 25
50
4000

850

605
185
BP1 F2A/C41 750

ST1 BP2
F2A/C16 COPYRIGHT
GROUND FLOOR LAYOUT PLAN
3115

THIS DRAWING OR ANY PART OF IT SHALL NOT BE REPRODUCED

850 IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF THE
SCALE 1:100
NOTE: ENGINEER.
25 50 25 1.ALL RAFT SLAB FOUNDATION SHOULD BE 125mmTHICK WITH THICKENING AT COLUMN LOCATION UNLESS OTHERWISE STATED.
630 BP2 25 850 750 2.DESIGNATED SOIL BEARING CAPACITY & GRADE OF CONCRETE SHALL BE 50kPa & G25 RESPECTIVELY.
BP2 BP2 3.TOP & BOTTOM REINFORCEMENT SHOULD BE BLANKET OF BRC A7 THROUGHOUT RAFT SLAB. CONTRACTOR MUST CHECK ALL DIMENSIONS ON SITE. ANY
885

50 F2A/C44 DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE

F2A/C17 F2A/C42 BP1 F2A/C43
ENGINEER BEFORE PROCEEDING.

BP1 300 RAJEN RAJEN

F2A/C18 675
300

Alex IR. LAI

JAN 2016 AS SHOWN

SUBMISSION
S/JPT/JP037/S/ SG/GF/LP/001 A
 500
C.H.S 150x5.0mm
400
C.H.S 150x5.0mm

0.00

100

400
500
CONCRETE
0.00 T12-200 B/W
100
INFILL
T12-200 B/W BRC A7
CONCRETE
BRC A7

125
75 INFILL 450
500x500 75 125 FFL 0.55 400x400
SIZE FFL 0.475 SIZE

125
MAIN BARS 8T12 MAIN BARS 8T12

125

1000
LINKS 2R10-150 100mm FOR LINKS 2R10-150

Links
1000
Links CONCRETE IMPRINT

675
600
SECTION B-B FFL 0.10 SECTION C-C
550
SCALE 1:25 50mm THK. LEAN CONCRETE SCALE 1:25
150mm THK WELL COMPACTED
CRUSHER RUN
300 300

125
300 300
REFER TO FOOTING SCHEDULE

C
300 300 T12-200 B/W 675 (MIN) (MIN)
BRC A7 T10-500 DOWEL BAR
C

(MIN) (MIN) 50mm THK. LEAN CONCRETE

50mm THK. LEAN CONCRETE SECTION 2-2 150mm THK WELL COMPACTED
150mm THK WELL COMPACTED SCALE 1:25 1050 CRUSHER RUN
1850 CRUSHER RUN
D E WELL COMPACTED SOIL
D E WELL COMPACTED SOIL TO ACHIEVE SBC 100 kPa
TO ACHIEVE SBC 100 kPa SECTION 1A-1A
SECTION 1-1 SCALE 1:25
SCALE 1:25 CONCRETE CONCRETE T12-200 B/W
INFILL T12-200 B/W INFILL BRC A7
BRC A7
T12-200 B/W 450 A SUBMISSION 16.03.2017
75

125
125
75 FFL 0.55
BRC A7 FFL 0.475

125
CONCRETE

125
INFILL 125 250
300 300 100mm FOR
FFL 0.55 250

675
CONCRETE IMPRINT 550 550

600
FFL 0.10 550
50mm THK. LEAN CONCRETE 250 TANDATANGAN PEMILIK TANAH DAN BANGUNAN :
50mm THK. LEAN CONCRETE 150mm THK WELL COMPACTED Saya mengesahkan bahawa hakmilik tanah bagi tanah di mana
CRUSHER RUN bangunan-bangunan ini akan dibina tidak mengandungi perjanjian atau
150mm THK WELL COMPACTED 300 300 syarat-syarat khas yang melarang pembinaan bangunan-bangunan

125
6T12 CRUSHER RUN yang tersebut.
6T12 675

1520
BRC A7 T10-500 DOWEL BAR T12-200 B/W
SECTION 5-5

1075
SCALE 1:25 SECTION 3-3
SCALE 1:25
SCALE 1:25
T12-200 B/W
450 450 550 NG HAN SEONG (GENERAL MANAGER)
75 No. K/P : 630703-10-6511
75 T12-200 B/W
FFL 0.55 KAY PRIDE SDN.BHD. [No.Syarikat:177772-V]
FFL 0.475 SIZE 250x1075 250x1075 SPICE, JALAN TUN DR.AWANG, 119 RELAU, PULAU PINANG,
T12-200 B/W MAIN BARS 14T12 10T12 NO. TEL : 604-646 2255 NO. FAX : 604 646 2255
BRC A7 3R10-125+HOOK 2R10-125+HOOK
BRC A7 LINKS
T12-200 B/W 450 MARKING ST1 ST2
750

75 125
675

125
FFL 0.475 CADANGAN MENDIRIKAN 1 UNIT RUMAH CONTOH DAN

125
R.C. STIFFENER PEJABAT JUALAN SEMENTARA 1 TINGKAT (DI FASA 2)

125
100mm FOR 550 SCALE 1:25 UNTUK TEMPOH 3 TAHUN DI ATAS SEBAHAGIAN LOT

675
CONCRETE IMPRINT 10045 (PT 93) (SEBAHAGIAN LOT LAMA 2708), LORONG

600
FFL 0.10 SLIM, SEKSYEN 2, BANDAR JELUTONG, DAERAH TIMUR
675 LAUT, PULAU PINANG.
550 50mm THK. LEAN CONCRETE
T12-200 B/W
150mm THK WELL COMPACTED
SECTION 6-6 CRUSHER RUN UNTUK TETUAN KAY PRIDE SDN. BHD. (177772-V)
SCALE 1:25 300 300
125

1200
675 MAX
BRC A7 T10-500 DOWEL BAR T12-200 B/W
T12-200 B/W
SECTION 4-4

150
CONCRETE SCALE 1:25
450 450 550 INFILL
150

75 75
FFL 0.55 75 BRC A8 INFILL WALL
FFL 0.475

T12-200B/W
675

CONCRETE IMPRINT

BRC A7
SECTION 12a-12a
100mm FOR

300 300 450 450 450

T12-200B/W BRC A7 125 SCALE 1:25
FFL 0.55
SHOW GALLERY

125
675 T10-500 DOWEL BAR
125

GROUND FLOOR SLAB SECTION - 01

450

T12-200 B/W BRC A7 100 BRC A7 100

200

SECTION 7-7 FFL 0.10

100
T10

VARIES
425

SCALE 1:25 BRC A7

R6-200
FFL 0.10 JURUTERA PERUNDING TEKADMAJU SDN BHD
MASS CONCRETE FFL 0.00

50
50mm THK. LEAN CONCRETE

125
150mm THK WELL COMPACTED
125

E-5-27, IOI Boulevard, Jalan Kenari 5,

BRC A7 T10-200 CRUSHER RUN
675 Bandar Puchong Jaya,
BRC A7 T10-200 100 BRC A7
450 4T10 T12-200B/W 47170 Puchong,
75 T10-200
FFL 0.65 125 2T10 SECTION 9-9 Selangor Darul Ehsan, Malaysia.
FFL 0.575 125
FFL 0.55 Tel : 603 - 8075 6565
100

SCALE 1:25
SECTION 11-11 Fax : 603 - 8071 5868
SCALE 1:25
325
450 450 450
MTC JURUTERA MTC SDN. BHD.
CIVIL & STRUCTURAL CONSULTING ENGINEERS
(Co. No.: 1106622-M)

4-E, LORONG DELIMA 1, 11600 GREENLANE,

SECTION 8-8 PULAU PINANG.
SCALE 1:25 Tel : +604-657 2818 Fax: +604-659 7818
Email : general@jmtc.my

STIFFENER STARTER BAR

R.C STIFFNER
TO DETAIL
T12-200 B/W BRC A7
T12-200B/W

100
450 450
T10-400 T12-200B/W BRC A7 125
DOWEL BAR FFL 0.65
T12-200 B/W FFL 0.55
125
75

450 450 450 450 CONCRETE

FFL 0.55 INFILL

450
FFL 0.475

50
100mm FOR
550

550 CONCRETE IMPRINT FFL 0.20

850
FFL 0.10 550
75
850

200
VARIES

FFL 0.00
750

BRC A7 COPYRIGHT
675

MASS CONCRETE 50mm THK. LEAN CONCRETE THIS DRAWING OR ANY PART OF IT SHALL NOT BE REPRODUCED
550
300

150mm THK WELL COMPACTED IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF THE
125

CRUSHER RUN ENGINEER.

50mm THK. LEAN CONCRETE
150mm THK WELL COMPACTED 675 CONTRACTOR MUST CHECK ALL DIMENSIONS ON SITE. ANY
CRUSHER RUN
300 300 DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE
BRC A7
T12-200 B/W ENGINEER BEFORE PROCEEDING.
T12-200B/W 675
SECTION 10-10 SECTION 12-12 RAJEN
SCALE 1:25 SCALE 1:25 RAJEN

Alex IR. LAI

JAN 2016 AS SHOWN

SUBMISSION
S/JPT/JP037/S/ SG/GF/SS/001 A
 450 450 T12-200 B/W

100
LANSCAPE FEATURES

CONCRETE IMPRINT
FFL 0.65 REFER TO DWG : C/JPT/JP037/S/SG/LS/LP/001
FFL 0.55

100mm FOR
FFL 0.55

T10-500 DOWEL BAR

550
850

125
T12-200 B/W FFL 0.10
10T12

750
FFL 0.00 WL. 0.05 FFL 0.10
50mm THK. LEAN CONCRETE 550
150mm THK WELL COMPACTED
CRUSHER RUN T12-200 T12-200 T12-200

300
FFL. - 0.2 291
550

Links
1730
675
300 300
T12-200 B/W SECTION 13-13 BRC A7

1000
SCALE 1:25

50mm THK. LEAN CONCRETE

150mm THK. COMPACTED CRUSHER RUN
WELL COMPACTED SOIL
300 300
TO ACHIEVE SBC 100kPa (min.)

C
T12-200 B/W (MIN) (MIN)
REFER TO SCHEDULE 50mm THK. LEAN CONCRETE
75

450 450 T12-200 B/W

FFL 0.55 150mm THK WELL COMPACTED
FFL 0.475 CRUSHER RUN
SECTION 18-18 A SUBMISSION 16.03.2017
SCALE 1:25

675
50mm THK. LEAN CONCRETE
150mm THK WELL COMPACTED
CRUSHER RUN

675 TANDATANGAN PEMILIK TANAH DAN BANGUNAN :

T12-200 B/W Saya mengesahkan bahawa hakmilik tanah bagi tanah di mana
bangunan-bangunan ini akan dibina tidak mengandungi perjanjian atau
syarat-syarat khas yang melarang pembinaan bangunan-bangunan
SECTION 14-14 yang tersebut.
SCALE 1:25

T10-400 T12-200 B/W CONCRETE

BRC A7 BRC A7 INFILL NG HAN SEONG (GENERAL MANAGER)
CONCRETE BRC A7 BRC A7
450 450 550 No. K/P : 630703-10-6511
125

300 INFILL 300 300 CONCRETE

50

75
125

300

125
INFILL 300
250

KAY PRIDE SDN.BHD. [No.Syarikat:177772-V]

175

FFL 0.55
275
FFL 0.50 75
FFL 0.475 FFL 0.475 SPICE, JALAN TUN DR.AWANG, 119 RELAU, PULAU PINANG,
NO. TEL : 604-646 2255 NO. FAX : 604 646 2255

675
CADANGAN MENDIRIKAN 1 UNIT RUMAH CONTOH DAN
T12-200 B/W PEJABAT JUALAN SEMENTARA 1 TINGKAT (DI FASA 2)
T12-200 B/W 50mm THK. LEAN CONCRETE UNTUK TEMPOH 3 TAHUN DI ATAS SEBAHAGIAN LOT
150mm THK WELL COMPACTED 10045 (PT 93) (SEBAHAGIAN LOT LAMA 2708), LORONG
CRUSHER RUN SLIM, SEKSYEN 2, BANDAR JELUTONG, DAERAH TIMUR
SECTION 15-15 675 LAUT, PULAU PINANG.
SCALE 1:25
T12-200 B/W
UNTUK TETUAN KAY PRIDE SDN. BHD. (177772-V)

CONCRETE
BRC A7 INFILL T10-200
50

T12-200 B/W
75

550 550 550

125

FFL 0.55 REINFORCEMENT DETAIL

250

FFL 0.50 2T10

FFL 0.475 REFER TO SECTION 8-8
MASS CONCRETE
TOPPING
550 FFL 0.55
FFL 0.475
675

T12-200 B/W
50mm THK. LEAN CONCRETE SECTION 17-17
150mm THK WELL COMPACTED SCALE 1:25
CRUSHER RUN SHOW GALLERY
T12-200 B/W
GROUND FLOOR SLAB SECTION -02
SECTION 16-16
SCALE 1:25
JURUTERA PERUNDING TEKADMAJU SDN BHD

E-5-27, IOI Boulevard, Jalan Kenari 5,

Bandar Puchong Jaya,
47170 Puchong,
Selangor Darul Ehsan, Malaysia.
Tel : 603 - 8075 6565
Fax : 603 - 8071 5868

MTC JURUTERA MTC SDN. BHD.

CIVIL & STRUCTURAL CONSULTING ENGINEERS
(Co. No.: 1106622-M)

4-E, LORONG DELIMA 1, 11600 GREENLANE,

PULAU PINANG.
Tel : +604-657 2818 Fax: +604-659 7818
Email : general@jmtc.my

COPYRIGHT
THIS DRAWING OR ANY PART OF IT SHALL NOT BE REPRODUCED
IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF THE
ENGINEER.

CONTRACTOR MUST CHECK ALL DIMENSIONS ON SITE. ANY

DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE
ENGINEER BEFORE PROCEEDING.

RAJEN RAJEN

Alex IR. LAI

JAN 2016 AS SHOWN

SUBMISSION
S/JPT/JP037/S/ SG/GF/SS/002 A
 25650
2400 3725 4925 7400 1650 2250 3300

A SUBMISSION 16.03.2017
7415

TANDATANGAN PEMILIK TANAH DAN BANGUNAN :

Saya mengesahkan bahawa hakmilik tanah bagi tanah di mana
bangunan-bangunan ini akan dibina tidak mengandungi perjanjian atau
syarat-syarat khas yang melarang pembinaan bangunan-bangunan
yang tersebut.
4000

NG HAN SEONG (GENERAL MANAGER)

No. K/P : 630703-10-6511
KAY PRIDE SDN.BHD. [No.Syarikat:177772-V]
SPICE, JALAN TUN DR.AWANG, 119 RELAU, PULAU PINANG,
NO. TEL : 604-646 2255 NO. FAX : 604 646 2255

CADANGAN MENDIRIKAN 1 UNIT RUMAH CONTOH DAN

SHOW GALLERY LAND SCAPE LAYOUT PLAN PEJABAT JUALAN SEMENTARA 1 TINGKAT (DI FASA 2)
3710

NOTE:
UNTUK TEMPOH 3 TAHUN DI ATAS SEBAHAGIAN LOT
SCALE 1:100
1. DESIGNATED SOIL BEARING CAPACITY & GRADE OF CONCRETE SHALL BE 50kPa & G25 RESPECTIVELY.
10045 (PT 93) (SEBAHAGIAN LOT LAMA 2708), LORONG
DN 2.TOP & BOTTOM REINFORCEMENT SHOULD BE BLANKET OF T12-200 C/C THROUGHOUT SLAB. SLIM, SEKSYEN 2, BANDAR JELUTONG, DAERAH TIMUR
FFL 0.55 3. LANDSCAPE DIMENSION TO BE FOLLOW ARCHITECT DETAILS DRAWINGS. LAUT, PULAU PINANG.
UNTUK TETUAN KAY PRIDE SDN. BHD. (177772-V)
DN
2680

2680

APPROVED WATER PROOFING MEMBRANE:

2 LAYER OF SIKA TOPSEAL 107 MY +
PLASTOCRETE 77W OR EQUIVALENT

T
8T12
WL. 0.05
300 BRUSH HAMMERING TO BE DONE
T12-200 T12-200 BEFORE CASTING ADJACENT SIDE
T12-200 T12-200 T12-200 T12-200 300
200

FFL. - 0.2 550 550 550

550 REINFORCEMENT
650

T/2 FFL. 0.10

WL. 0.05
350

T12-300
BRUSH HAMMERING TO BE DONE T12-200
SHOW GALLERY
T12-200 FFL. - 0.2

50
BEFORE CASTING ADJACENT SIDE
LANDSCAPE LAYOUT PLAN & DETAIL

800

650
150 REINFORCEMENT

200
T/3

350

350
50mm THK. LEAN CONCRETE WATER STOP
150mm THK. COMPACTED CRUSHER RUN JURUTERA PERUNDING TEKADMAJU SDN BHD
SECTION 1-1 300 500
WELL COMPACTED SOIL SCALE 1:25
HORIZONTAL CONSTRUCTION VERTICAL WALL E-5-27, IOI Boulevard, Jalan Kenari 5,
TO ACHIEVE SBC 100kPa (min.)
Bandar Puchong Jaya,
JOINT CONSTRUCTION JOINT 47170 Puchong,
SCALE 1:25 Selangor Darul Ehsan, Malaysia.
SCALE 1:25 SECTION 4-4 Tel : 603 - 8075 6565
SCALE 1:25
Fax : 603 - 8071 5868
50mm THK. LEAN CONCRETE
1000MM X 10000M X 125 MM THK.
P.C COVER CONCRETE IMPRINT FINISH
150mm THK. COMPACTED CRUSHER RUN
WELL COMPACTED SOIL
TO ACHIEVE SBC 100kPa (min.)
MTC JURUTERA MTC SDN. BHD.
CIVIL & STRUCTURAL CONSULTING ENGINEERS
(Co. No.: 1106622-M)

4-E, LORONG DELIMA 1, 11600 GREENLANE,

200 BRC A9 BRC A9 4T12 PULAU PINANG.
DETAIL 'A' Tel : +604-657 2818 Fax: +604-659 7818
FFL. 0.10 T12-200 T12-200 DETAIL 'A' FFL. 0.10
SCALE 1:10 Email : general@jmtc.my
125

50
200

FFL. 0.05
200

APPROVED WATER PROOFING MEMBRANE: APPROVED WATER PROOFING MEMBRANE:

50

2 LAYER OF SIKA TOPSEAL 107 MY + 150 2 LAYER OF SIKA TOPSEAL 107 MY +

PLASTOCRETE 77W OR EQUIVALENT PLASTOCRETE 77W OR EQUIVALENT
150 150
200

WL. 0.05 870 WL. 0.05 8T12

150
T12-200 T12-200 T12-200 A8 (T&B)
FFL. 0.10 8T12 8T12 FFL. 0.10 8T12 8T12
T12-200 T12-200 WL. 0.05
T12-200 T12-200 T12-200
300

T12-200 T12-200 T12-200

FFL. - 0.2 FFL. - 0.2
200

550
FFL. - 0.2 T12-200

200
1500

200
200
650

200 T12-200 T12-200

200

650

650
350

MASS CONCRETE WITH MASS CONCRETE WITH T12-300

ONE LAYER OF BRC A8 T12-300 C/C T12-300 T12-300
ONE LAYER OF BRC A8 T12-300 T12-300
APPROVED WATER PROOFING 500
100

150 MAPEI IDROSTOP CJ 20/25

125
100

PVC WATERSTOP 50mm THK. LEAN CONCRETE COPYRIGHT

OR APPROVED EQUIVALENT 150mm THK. COMPACTED CRUSHER RUN THIS DRAWING OR ANY PART OF IT SHALL NOT BE REPRODUCED
300

WELL COMPACTED SOIL 50mm THK. LEAN CONCRETE IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF THE
300 300 300 300 SECTION 3-3 TO ACHIEVE SBC 100kPa (min.) SECTION 5-5 150mm THK. COMPACTED CRUSHER RUN
ENGINEER.
SCALE 1:25 SCALE 1:25
WELL COMPACTED SOIL CONTRACTOR MUST CHECK ALL DIMENSIONS ON SITE. ANY
TO ACHIEVE SBC 100kPa (min.)
T12-300 DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE
ENGINEER BEFORE PROCEEDING.

RAJEN RAJEN
50mm THK. LEAN CONCRETE
150mm THK. COMPACTED CRUSHER RUN
Alex IR. LAI
WELL COMPACTED SOIL
TO ACHIEVE SBC 100kPa (min.)
JAN 2016 AS SHOWN
SECTION 2-2
SCALE 1:25
SUBMISSION
S/JPT/JP037/S/ SG/LS/LP/001 A
 25650
2400 3725 4925 7400 1650 2250 3300

B4

B4
c c c

B4
p

B4
c
c c
d C1 C2

B4
C50

50
FRAME F1 d

B4
17

B4
B4
s s s s s s C49

c
s s s s s

B4
3297

10
B4
p
p

20
B4

B4

B4

9
B3

B4
7415

d FRAME F2 B4

B4
B4
FRAME F6
B4 WTB2
B4

2085
B3 C45 C46

B4
p FRAME F6
t
B4 B4
B4

c
s s s s s s s
c

WTB1
WTB1

WTB1

WTB1

WTB1
s s s s s s
B4 B4
B4
B4

351 1565
B4
p

p
B4
d C4 B4 B4
FRAME F3 B4 C52

26
C3 4 WTB2

12
B4 C51 B C47 C48 A SUBMISSION 16.03.2017
FRAME F7

FRAME F7
B5 B4 B4

c
4000

s s s s s s s s s s s s s s
B5
B5 B4
C53
C54 WATER TANK FLOOR DETAIL

382
B6 SCALE 1:100

B5
p

B5

7
d C5 FRAME F4 C6 C7 B6 TANDATANGAN PEMILIK TANAH DAN BANGUNAN :

B5
Saya mengesahkan bahawa hakmilik tanah bagi tanah di mana
bangunan-bangunan ini akan dibina tidak mengandungi perjanjian atau

B5
B5

B5

B5

B5

B5
B6 syarat-syarat khas yang melarang pembinaan bangunan-bangunan
p

FRAME F7 p

FRAME F7 p
B6 yang tersebut.
3710

B6 C56

c
B5

B5
s s s s s s s s s s s s s s C55
c

GENERAL NOTES ON STEELWORKS

B6 LEGEND
t

4483
B5 1. Unless otherwise stated all connection bolts shall be grade 8.8 HDG.
a S.H.S 70x70x5.0mm
2. Unless otherwise stated all weldings in steel to be in accordance to B.S. 5135 :1984
C19 p p B6 b R.H.S 150x100x5.0mm
d C9 FRAME F5 C20 3. All steelworks shall be sand blasted and 2 coats of anti rust paint to be painted and

B5
p p the finishing coat to Arc's specification. c C 200x75x23 kg/m
C8 NG HAN SEONG (GENERAL MANAGER)

B5
2680

2680

B6 4. Contractor to use his own materials to temporarily brace any structures until all d R.H.S 200x100x5.0mm
No. K/P : 630703-10-6511

TRUSS T8

TRUSS T8

TRUSS T8
p

FRAME F7 p

p
related works which apply are completed.

B5
p p p C150x24 Purlin @ 1000c/c KAY PRIDE SDN.BHD. [No.Syarikat:177772-V]

B5
C59 5. All welds shall be tested with non-destructive testing by using ultrasonic or other B1 U.B 152x86x16kg/m SPICE, JALAN TUN DR.AWANG, 119 RELAU, PULAU PINANG,
B5
C58
c
s s s s s s
c

s s s s s s s C57 methods approved by the engineer. Non-destructive testing shall be carried out at a rate NO. TEL : 604-646 2255 NO. FAX : 604 646 2255
p p B4 B2 U.B 305x127x48kg/m
C21 B4 in accordance with BS 5135 but shall not be less than 5% of the total of each type of
weld (all butt welds shall be test). Acceptance of weld shall be in accordance B3 U.B 533x165x66kg/m
1610

B6

B6

B6

B6

B6

B6

B6
p p with BS 5135. B4 R.H.S 200x100x5.0mm
C24 6. Any discrepancy in dimensions to be referred to Architect. B5 R.H.S 100x50x5.0mm CADANGAN MENDIRIKAN 1 UNIT RUMAH CONTOH DAN
d C10 d C22 TRUSS T1 C25 PEJABAT JUALAN SEMENTARA 1 TINGKAT (DI FASA 2)
TRUSS T1a B1(B) B1(T&B) 7. All dimensions shall be verified on site based as built condition before fabrication. B6 S.H.S 50x50x5.0mm UNTUK TEMPOH 3 TAHUN DI ATAS SEBAHAGIAN LOT

FRAME F12
C23
8. Unless otherwise stated all stiffener plates shall be 10mm thick. B7 R.H.S 150x100x5.0mm 10045 (PT 93) (SEBAHAGIAN LOT LAMA 2708), LORONG

FRAME PF1
FRAME F10

TR
d
p

9. Contractor to allow provisions for bolts, plates, stiffeners, brackets, for the purlin s SLIM, SEKSYEN 2, BANDAR JELUTONG, DAERAH TIMUR

US

B1
3710

connection and other which are necessary but not indicated. LAUT, PULAU PINANG.

S
s s s s s s s s s s s s s s s s s s

T1
s s s s s t
10. Electrodes for welding shall comply with B.S. E.N 499:1995
c

b
t C1-C18, UNTUK TETUAN KAY PRIDE SDN. BHD. (177772-V)
11. Shop drawing to be submitted for reviewed before fabrication.
t
p

p
12. Truss depth as shown in the drawing is measured from center to center of top and
C49-C52
d C11 d TRUSS T2 TRUSS T2a bottom chord member C19-C48 R.H.S 200x150x8.0
C26 C27 13. Full strength weld and full capacity of members shall be used for connection design,
FRAME F10

FRAME F12
contractor shall submit the necessary connection shop drawing and design calculation. C53-C59
All endorsed by a licensed profesional engineer for the engineer's approval before the
c

C28
t fabrication works.
WTB1 U.B 203x102x23 kg/m
4000

14. Allow 15% extra of total steel weight to cater for steel structure connections
FRAME F9
15235

s s s s s s s s s s s s s s s s s s s s s s s s
15. Unless otherwise stated all welding should be min 6mm thk.
WTB2 U.B 307x127x37 kg/m
c

16. All steel member shall be of grade 275 and comply with BS 5950.
p

p
p

FRAME PF2
d C12 d C29 TRUSS T2 TRUSS T2a C30
p FRAME F12

t t
s s s s s s s s s s s s s s
s s s s s s SHOW GALLERY
4000

s s s s
p

p
c

ROOF LAYOUT PLAN

d

TRUSS T3a TRUSS T2a

p FRAME F12
31115

FRAME F11

d C13 d C31 t C34

s s s s
C33 JURUTERA PERUNDING TEKADMAJU SDN BHD
s s s s s s s s s s s s s s s s
1565 2085 1915

E-5-27, IOI Boulevard, Jalan Kenari 5,

819

Bandar Puchong Jaya,

s s C32 TRUSS T3 TRUSS T2a
s 47170 Puchong,
c

p FRAME F12

Selangor Darul Ehsan, Malaysia.

FRAME F7

C45
C46
Tel : 603 - 8075 6565
p

Fax : 603 - 8071 5868

s s s s s s s s s s s s s s s s s s s s
FRAME PF2

d C14 d

MTC JURUTERA MTC SDN. BHD.

351

CIVIL & STRUCTURAL CONSULTING ENGINEERS

t (Co. No.: 1106622-M)
c

C35 TRUSS T4 C36 TRUSS T2a C37 Refer to

Water Tank Detail 4-E, LORONG DELIMA 1, 11600 GREENLANE,
d

FRAME F12

s s t PULAU PINANG.
s s
FRAME F7

Tel : +604-657 2818 Fax: +604-659 7818

2435

C47 C48 Email : general@jmtc.my

p

p
c

d C15 d TRUSS T5 C38 TRUSS T1c

13200

C39 C40
d

FRAME F7
4000

s s s s s s s s s s s s s s s s s s s
c

p
FRAME F8a
FRAME F8

C41 TRUSS T6
d C16 d

t
FRAME F7

COPYRIGHT
3115

s s s s s s s s s s s s s s s s s s s THIS DRAWING OR ANY PART OF IT SHALL NOT BE REPRODUCED

IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF THE
d
c

ENGINEER.
p

d TRUSS T7 C44 CONTRACTOR MUST CHECK ALL DIMENSIONS ON SITE. ANY

885

C42 C43 DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE

C17 d C18 d d
ENGINEER BEFORE PROCEEDING.
d
d d d RAJEN RAJEN

Alex IR. LAI

JAN 2016 AS SHOWN

ROOF LAYOUT PLAN SUBMISSION
SCALE 1:100 S/JPT/JP037/S/ SG/RF/LP/001 A
 7400 4019 3181

685 11050 825 EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

VARIES EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ VARIES

p p a a a a

1920
p b b
600 c d p a a
a p METAL DECK TO ARCHITECT'S DETAIL
p a
a p a a a a
a a p
a p GUTTER TO SPECIALIST DETAIL
a a a p a a a a
a a p
a a p p
a a
a

1890
C1 a a a a c a a a a a
a a a

600
a a a a

FRAME - F1 a

560
C2 b b

2120
SCALE : 1:50
CEILING LEVEL a a a a a a a
C23 C26

1075
a a a a a a a a a a a a a

150
MEMBER
b
FRAME F9 B1 C24 B1 C25 CEILING LEVEL
685 11050 825
VARIES EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ VARIES TRUSS - T1a A SUBMISSION 16.03.2017
SCALE : 1:50

p p
p
c p
600

d p
p METAL DECK TO ARCHITECT'S DETAIL
p
a p
a a p
a a p GUTTER TO SPECIALIST DETAIL TANDATANGAN PEMILIK TANAH DAN BANGUNAN :
a a a p
a a p Saya mengesahkan bahawa hakmilik tanah bagi tanah di mana
a a p p 7400 5050 2150
FRAME F6 a a bangunan-bangunan ini akan dibina tidak mengandungi perjanjian atau
a a a a a syarat-syarat khas yang melarang pembinaan bangunan-bangunan
a a a

600
a a a a EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ yang tersebut.

FRAME - F2 a

560
FRAME F6
SCALE : 1:50
b
CEILING LEVEL

1670
a a
a a
a a NG HAN SEONG (GENERAL MANAGER)
a No. K/P : 630703-10-6511
b a a a a
KAY PRIDE SDN.BHD. [No.Syarikat:177772-V]
a a a
SPICE, JALAN TUN DR.AWANG, 119 RELAU, PULAU PINANG,
a a a NO. TEL : 604-646 2255 NO. FAX : 604 646 2255
3270 11050 825 a
a a a
a
VARIES EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ VARIES a
a a a

690
EQ EQ EQ
a a a a CADANGAN MENDIRIKAN 1 UNIT RUMAH CONTOH DAN

2390
b
a a a a a PEJABAT JUALAN SEMENTARA 1 TINGKAT (DI FASA 2)
p p UNTUK TEMPOH 3 TAHUN DI ATAS SEBAHAGIAN LOT
p a a a a a a a a
c p 10045 (PT 93) (SEBAHAGIAN LOT LAMA 2708), LORONG
600

1075
d p a a a a a a a a a SLIM, SEKSYEN 2, BANDAR JELUTONG, DAERAH TIMUR
p
p METAL DECK TO ARCHITECT'S DETAIL LAUT, PULAU PINANG.
p

150
a p MEMBER
a a p
a a p GUTTER TO SPECIALIST DETAIL
a a a p UNTUK TETUAN KAY PRIDE SDN. BHD. (177772-V)
a a p b b
a a p p
a a CEILING LEVEL
C5 a a C38 C39 C40
a a a
a a a TRUSS - T1c

600
a a
FRAME - F4 a a
SCALE : 1:50
FRAME - F3,F5 SIMILAR PROFILE a

560
C6
SCALE : 1:50

CEILING LEVEL
LEGEND
a S.H.S 70x70x5.0mm
8650 b R.H.S 150x100x5.0mm
c C 200x75x23 kg/m
EQ EQ EQ EQ EQ EQ EQ EQ d R.H.S 200x100x5.0mm
p C150x24 Purlin @ 1000c/c
3270 2400 8650 B1 U.B 152x86x16kg/m
VARIES B2 U.B 305x127x48kg/m SHOW GALLERY
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ p METAL DECK TO ARCHITECT'S DETAIL
p B3 U.B 533x165x66kg/m
p
p ROOF TRUSS DETAIL - 1
p B4 R.H.S 200x100x5.0mm
p p GUTTER TO SPECIALIST DETAIL
p p B5 R.H.S 100x50x5.0mm
p b p
c p p
600

p B6 S.H.S 50x50x5.0mm
p JURUTERA PERUNDING TEKADMAJU SDN BHD

1740
d p METAL DECK TO ARCHITECT'S DETAIL
p a a a a a a a a a a a c B7 R.H.S 150x100x5.0mm
d p
p

1000
p a a a a s
p GUTTER TO SPECIALIST DETAIL E-5-27, IOI Boulevard, Jalan Kenari 5,
p
b p t Bandar Puchong Jaya,
p MEMBER
47170 Puchong,
150
1750

c b C1-C18,
a a a a a a a a a a a Selangor Darul Ehsan, Malaysia.
C10 C22 CEILING LEVEL FRAME F11 C49-C52
1000

FRAME F9 Tel : 603 - 8075 6565

a a a a
C19-C48 R.H.S 200x150x8.0 Fax : 603 - 8071 5868
MEMBER TRUSS - T3a
150

TRUSS - T4,T3 SIMILAR PROFILE C53-C59

CEILING LEVEL
TRUSS - T1
b
FRAME F9 SCALE : 1:50
WTB1 U.B 203x102x23 kg/m MTC JURUTERA MTC SDN. BHD.
CIVIL & STRUCTURAL CONSULTING ENGINEERS
(Co. No.: 1106622-M)

4-E, LORONG DELIMA 1, 11600 GREENLANE,

TRUSS - T2,T5 SIMILAR PROFILE WTB2 U.B 307x127x37 kg/m PULAU PINANG.
Tel : +604-657 2818 Fax: +604-659 7818
SCALE : 1:50 Email : general@jmtc.my

7400 7200
4895 4205
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

p
METAL DECK TO
METAL DECK TO ARCHITECT'S DETAIL TRUSS T1a ARCHITECT'S DETAIL
GUTTER TO p COPYRIGHT
c SPECIALIST DETAIL p
GUTTER TO SPECIALIST DETAIL THIS DRAWING OR ANY PART OF IT SHALL NOT BE REPRODUCED
a a p
p IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF THE
2400

b b a a
p p a
a
a a ENGINEER.
a a a a a a a a a a a a
a a MEMBER a a a b B7 B7 B7
a
C27 a CONTRACTOR MUST CHECK ALL DIMENSIONS ON SITE. ANY
a a a a a a a a a a a DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE
1210

CEILING LEVEL B7
ENGINEER BEFORE PROCEEDING.
MEMBER TRUSS T8
150

RAJEN
b b SCALE : 1:50 RAJEN
FRAME F9 FRAME PF1 CEILING LEVEL
Alex IR. LAI
TRUSS - T2a
SCALE : 1:50 JAN 2016 AS SHOWN

SUBMISSION
S/JPT/JP037/S/ SG/RF/DT/001 A
 4000
EQ EQ EQ EQ
2425 3650 15235 2390
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ
b

b b b
a a a a a a a

1755
1300

a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a a

MEMBER
MEMBER

150
150
b
b b b
C30 C27 CEILING LEVEL
C38 C36 C21 C19 CEILING LEVEL

FRAME - F9
SCALE : 1:50
FRAME - F12
SCALE : 1:50

7415 LEGEND
5915 4925
EQ EQ EQ EQ EQ EQ EQ a S.H.S 70x70x5.0mm
1997 b R.H.S 150x100x5.0mm
EQ EQ EQ EQ EQ
c C 200x75x23 kg/m A SUBMISSION 16.03.2017
a
d R.H.S 200x100x5.0mm
b b p C150x24 Purlin @ 1000c/c

600
a a a a a a a a a a a a a
B1 U.B 152x86x16kg/m
B2 U.B 305x127x48kg/m
a

560
B3 U.B 533x165x66kg/m
a a a a a a a

1915
a a a B4 R.H.S 200x100x5.0mm TANDATANGAN PEMILIK TANAH DAN BANGUNAN :
a a a a a C3 CEILING LEVEL C1 Saya mengesahkan bahawa hakmilik tanah bagi tanah di mana
B5 R.H.S 100x50x5.0mm
bangunan-bangunan ini akan dibina tidak mengandungi perjanjian atau
FRAME F6 B6 S.H.S 50x50x5.0mm syarat-syarat khas yang melarang pembinaan bangunan-bangunan
B7 R.H.S 150x100x5.0mm yang tersebut.
b FRAME - F7 SIMILAR PROFILE s
4305

SCALE : 1:50

4305
a
t
C1-C18,
a a a a a C49-C52
2390

2390
a a a a 5915 C19-C48 R.H.S 200x150x8.0
a a a a a a
NG HAN SEONG (GENERAL MANAGER)
C34 C28 C30 EQ EQ EQ EQ EQ C53-C59 No. K/P : 630703-10-6511
KAY PRIDE SDN.BHD. [No.Syarikat:177772-V]
WTB1 U.B 203x102x23 kg/m SPICE, JALAN TUN DR.AWANG, 119 RELAU, PULAU PINANG,
b MEMBER MEMBER b NO. TEL : 604-646 2255 NO. FAX : 604 646 2255
b
150

150
WTB2 U.B 307x127x37 kg/m
CEILING LEVEL B1 CEILING LEVEL
C27 a a a a
CADANGAN MENDIRIKAN 1 UNIT RUMAH CONTOH DAN
PEJABAT JUALAN SEMENTARA 1 TINGKAT (DI FASA 2)

1760
FRAME PF2 FRAME PF1 UNTUK TEMPOH 3 TAHUN DI ATAS SEBAHAGIAN LOT
SCALE : 1:50 a a a a a 10045 (PT 93) (SEBAHAGIAN LOT LAMA 2708), LORONG
SCALE : 1:50 SLIM, SEKSYEN 2, BANDAR JELUTONG, DAERAH TIMUR
MEMBER LAUT, PULAU PINANG.

150
C32 b C31 UNTUK TETUAN KAY PRIDE SDN. BHD. (177772-V)
CEILING LEVEL

FRAME - F11
FRAME - F10 SIMILAR PROFILE
1211 2400 8650 7400 SCALE : 1:50
VARIES
EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ EQ

p
c b METAL DECK TO ARCHITECT'S DETAIL
d
d

b
SHOW GALLERY
1940

a a a a a a a a a a a GUTTER TO SPECIALIST DETAIL

C16 C41 b
a a a a a
ROOF TRUSS DETAIL - 2
a
a a a a a a a a
a a a d c
MEMBER
JURUTERA PERUNDING TEKADMAJU SDN BHD
150

b b
CEILING LEVEL FRAME F8 FRAME F8a
TRUSS - T6 E-5-27, IOI Boulevard, Jalan Kenari 5,
Bandar Puchong Jaya,
TRUSS - T7 SIMILAR PROFILE 47170 Puchong,
SCALE : 1:50 Selangor Darul Ehsan, Malaysia.
Tel : 603 - 8075 6565
Fax : 603 - 8071 5868

b
MTC JURUTERA MTC SDN. BHD.
CIVIL & STRUCTURAL CONSULTING ENGINEERS
(Co. No.: 1106622-M)

4-E, LORONG DELIMA 1, 11600 GREENLANE,

PULAU PINANG.
7153 Tel : +604-657 2818 Fax: +604-659 7818
Email : general@jmtc.my
EQ EQ EQ EQ EQ EQ EQ
a a a

a a a a

b 4305
4040

b
1200

a a a a a a a a a a a a a a a a a
2390

a a a
MEMBER COPYRIGHT
150

b THIS DRAWING OR ANY PART OF IT SHALL NOT BE REPRODUCED

b MEMBER IN ANY FORM WITHOUT THE WRITTEN PERMISSION OF THE
C43 C38
150

CEILING LEVEL ENGINEER.

TRUSS FRAME CEILING LEVEL
FRAME F8 T1a
TRUSS - T1b
PF1 CONTRACTOR MUST CHECK ALL DIMENSIONS ON SITE. ANY
DISCREPANCIES MUST BE REPORTED IMMEDIATELY TO THE

FRAME - F8a SIMILAR PROFILE SCALE : 1:50 ENGINEER BEFORE PROCEEDING.

RAJEN RAJEN
SCALE : 1:50
Alex IR. LAI

JAN 2016 AS SHOWN

SUBMISSION
S/JPT/JP037/S/ SG/RF/DT/002 A