1. CHECKED
DRAWING NO :
SHEET NO :
:
DRAWN
DESIGN :
:
DRAWING TITLE:
APPROVED
DATE
FILE NO
SCALE
:
:
REVISION
:
:
NOTE :
OWNER'S :
REV. DESCRIPTION DATE
PROJECT TITLE :
QUANTITY SURVEYORS :
SPECIALIST CONTRACTOR :
BAUER (M) SDN. BHD.
CADANGAN PEMBANGUNAN 3 BLOK BANGUNAN
SERVIS APARTMENT (28 HINGGA 32 TINGKAT),
4 BLOK KOMPLEK MEMBELI-BELAH & "F&B / RETAIL
POD" (2 DAN 6 TINGKAT) DAN 2 BLOK MENARA
PEJABAT 25 DAN 43 TINGKAT
DI ATAS LOT 72 & 73, JALAN SS21/60,
DAMANSARA UTAMA, MUKIM SUNGAI BULOH,
DAERAH PETALING, PETALING JAYA,
SELANGOR DARUL EHSAN.
UNTUK TETUAN :
DAMANSARA UPTOWN RETAIL CENTRE SDN. BHD.
CIVIL & STRUCTURAL ENGINEER :
-----------------------------------------------------------------------------------------------------
UNIT 506, BLOCK G, PHILEO DAMANSARA 1,
Tel : (03) 7956 9366, 7956 9550
NO. 9, JALAN 16/11, OFF JALAN DAMANSARA,
E-mail : imfo@bauer.com.my
46350 PPETALING JAYA, SELANGOR DARUL EHSAN, MALAYSIA.
(Company No. 121194-X)
Fax : (03) 7956 9580
DAMANSARA UPTOWN RETAIL CENTRE SDN. BHD.
1201D, LEVEL 12, TOWER D, UPTOWN 5,
5 JALAN SS 21/39, DAMANSARA UPTOWN,
47400 PETALING JAYA, SELANGOR DARUL EHSAN.
TEL : 03-77295933 FAX : 03-77283636
Nama : TAN FONG JEOW
No. K/P : 580714-10-6389
Jawatan : NAIB PRESIDEN EKSEKUTIF
MECHANICAL & ELECTRICAL ENGINEER :
G&P STRUCTURES SDN. BHD.
BANDAR TASIK SELATAN,
41-3, JALAN 3/146,
WISMA G&P
57000 KUALA LUMPUR, MALAYSIA
Website
E-mail
Fax
Tel
: www.gnpgroup.com.my
: gnp-struc@gnpgroup.com.my
: 603-9058 4118
: 603-9058 3119
(Formerly known as G&P Engineering Consultants Sdn. Bhd.) (Co. No. 622641-U)
GEOTECHNICAL ENGINEER :
G&P GEOTECHNICS SDN. BHD.
BANDAR TASIK SELATAN,
39-5, JALAN 3/146,
WISMA G&P
57000 KUALA LUMPUR, MALAYSIA
Website
E-mail
Fax
: www.gnpgroup.com.my
: gnp-geo@gnpgroup.com.my
: 603-9059 5869
: 603-9059 5396
(Co. No. 490887-A)(Formerly known as GUE & PARTNERS SDN. BHD.)
THE STRAND, KOTA DAMANSARA,
No. 23-2, JALAN PJU 5/21,
47810 PETALING JAYA,
MEG CONSULT SDN. BHD.
SELANGOR DARUL EHSAN.
Tel : 03 - 6142 3228
Fax : 03 - 6142 6228
(Co. No. 786494-M)
Unit 11-1-2, Jalan 42/101C,
Batu 5, Jalan Cheras,
Tel : (603) 931 8787
56100 Kuala Lumpur, MALAYSIA
Cheras Business Centre,
Fax : (603) 931 8759
JURUKUR BAHAN FPS SDN. BHD.(Co. No. 525140-P)
DESIGN ARCHITECTS :
DES Architect
UNIT D-2-10,
RITZE PERDANA BUSINESS CENTRE,
JALAN PJU 8/2,
BANDAR DAMANSARA PERDANA,
47820 PETALAING JAYA, SELANGOR.
Tel : 03 - 7710 9970
Fax : 03 - 7710 7970
(Reg. No. AL/231)
T.H. TING
HAZRI
AU YONG NOVEMBER 2012
1 : 350
BM/WD/Uptown-P2-11000051/12/TGA/D-01
TEMP. GROUND ANCHOR DETAILS
UPTOWN PH. 2 COMMERCIAL.
- ANCHORS NUMBERING
ESTIMATED TOE LEVEL
10901
D18
SPW WALL
TYPE 2A
1st. GRD. ANCHOR ROW = R.L 50.750m
3rd. GRD. ANCHOR ROW = R.L 44.750m
4th. GRD. ANCHOR ROW = R.L 41.750m
1st. GRD. ANCHOR ROW = R.L 44.750m
BASEMENT 2 LEVEL = R.L 43.500m BASEMENT 2 LEVEL = R.L 43.500m
WALL TYPE 1 (PRIMARY & SECONDARY PILE)
WALL TYPE 1 (PRIMARY & SECONDARY PILE)
B11 B10 B9 B8 B7 B6
1st. GRD. ANCHOR ROW = R.L 48.890m 1st. GRD. ANCHOR ROW = R.L 48.890m
BASEMENT 2 LEVEL = R.L 43.500m BASEMENT 2 LEVEL = R.L 43.500m
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
PROGRESS DRAWING AS AT 20/03/2013
21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37
1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 35 36 37
L1-X
L2-X
L3-X
L4-X
38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70
68B
71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 87 88 91 92 93 94 96
38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60
L1-X
L2-X
L3-X
L4-X
P147B
DENOTE ANCHOR INSTALLED & STRESSED
DENOTE ANCHOR INSTALLED
'XX'
'XX'
CURRENT WORKING PLATFORM LEVEL
3432
65 66 67 68
68B
69 70 71 72 73 74 75 77 78 80 82
ZONE 2 ZONE 3ZONE 2
ZONE 3 ZONE 4
31 33
61 62 63 64 76 79 81
ZONE 4
ZONE 4 ZONE 4
89
5049474645444342
105 108
4838 39 40 41
83
90 95 97
107 110 112106 109 111104
64 68
115 118
70
113 116
68B
69 71 73
117 119 121122
84 85 86 87 88 89 90 91 92 93
120
72 74
94 96
114
9795
75 77
124
LOAD MONITORING
PROVING TEST
127 130 133
76 78 79
125 128 131
80 82 8481 83
132
51 52 53
123 129
85 87 89
20/03/13
134
86 8854 55 56 57 58 90 92 9459 60 61 62 63 65 66 67
126 135