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DETAIL KR1
Skala 1 : 10
280
300
530
300
330
530
530
300
500
450
75
75
10 10
170
330
70
600
350
160
160
140
340 300
850
DETAIL KR2
Skala 1 : 10
DETAIL KR3
Skala 1 : 10
DETAIL KR4
Skala 1 : 10
DETAIL KR5
Skala 1 : 10
Beton Baru (Penebalan)
Besi Tulangan
Existing
Ø8-200
4 D12
Beton Baru (Penebalan)
Ø8-200
6 D12
25 280 25
640
Besi Tulangan
Existing
Kolom Existing Kolom Existing
Beton Baru (penebalan)
Ø8-200
2 D12
Besi Tulangan
Existing
Kolom Existing
Beton Baru (Penebalan)
Ø8-200
10 D12
25 300 25
Kolom Existing
Besi Tulangan Existing
Area Kolom Praktis Demolish
(Komposisi material bata)
Kolom Existing
difinishing kembali)
200 200
VAR
150
Beton Baru (Penebalan)
Beton Baru
Kolom Existing
Muka Lantai
Rencana
DET. SAMBUNGAN KOLOM-LANTAI
Skala : NS
FC-SSP-PH1-STR-04
17
16
13
14
18
11
24
02
10
10
12
01
03
04
20
22
21
20
23
05
P.T. P F I Z E R I N D O N E S I A
SITE PLAN
09
320
109
322
141
110
A
110
B
110
C
325A
325B
316
315
317
318
319
321
323
324
313
312
311
310
314
331
330
329
328
326
111
133
133
135A
135
135A
135A
135
135A
130
B
130
C
130
A
142
123
125
132
139
155
144A
128
129
127
148
133B
154
151
152
152
151
153
154
136
146
147A
147
136A
181
182
183
102
175
110
112
160
133C
137
133B
133
148
127
129
128
144A
166
167
150
165
162
163
164
150
156
155
193
214
188
190
186
185
192
195
210
213
211
187
189
194
196
191
133A
131
139
140
123A
126
125
123
142
18
107
AIR
LOCK
MALE
ACCESS
AREA
106A
MALE
LOCKERS
MALE
TOILETS/SHOWE
RS
UNIFORMS
106C
106B
106
FEMALE
TOILETS/SHOWE
RS
107A
AREA
FEMALE
ACCESS
FEMALE
LOCKERS
107B
176
UNIFORM
130
QC.
OFFICE
208
WEIGHING
209
REJECTED
JANITOR
ROOM
UPPER
FLOOR-
ENGINE
ERING
OFFICE
101
116
115
114
334
333
332A
332
331
+200
Down
346
347
345
344
343
342
340
341
339
337
336
335
338
335B
335A
SITE
PT. PFIZER INDONESIA
FOR CONSTRUCTION
OWNER
Jl. Raya Bogor KM 28, Jakarta Timur, Indonesia
REV DATE NOTE
LEGEND
KEY PLAN :
USER :
Yaseph Tresna Abdullah
0
SOLID AND SEMISOLID
PRODUCTION RELAYOUT PHASE-1
PROJECT
SIZE PRINT SCALE DRAWN BY
HELMI
ENGINEERING & EHS LEAD :
Budiyana
SITE QUALITY AUTHORITY :
Agnesia Priyantina
CONSULTANT
DIRECTOR :
Leonardy Tjandinegara
DRAWING STATUS
TITLE
1 : 1
A3
REV
ASIA PACIFIC CONSULTANS
Managers & Engineers
Process & Operational Support
GKM Green Tower, Level 20
Jl. TB. Simatupang No.Kav. 89G, RT.10/RW.02
Jakarta Selatan, 17520, Indonesia
Telp : 021-50897161 Website: www.a-p-c.id
Email : info@a-p-c.com.au
0 INITIAL DRAWING
REVISION HISTORY
DRAWING NUMBER
9/12/2022
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
1000
DETAIL RENCANA KOLOM BETON
(FUTURE LAYOUT SEMI SOLID)
Kolom Baru
Kolom Existing
gambaran umum
pekerjaan sipil
Penanganan Perbaikan Beton :
1) Mengupas/chipping Finishing Plasteran yang masih
menempel beton Existing;
2) Mengupas/chipping beton keropos atau yang bermutu
rendah sampai ke permukaan beton keras;
3) Demolish sisa bata yang masih melekat pada beton
Existing;
4) Penambahan ukuran kolom dan penambahan besi
tulangan baru sesuai gambar;
5) Tulangan sengkang dipasang diatas/overlap dengan
sengkang existing jarak 5 cm;
6) Setelah Bekisiting terpasang Beton di cor ulang
menggunakan semen SIKA
7) Tinggi kolom menyesuaikan tinggi Exsiting.

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Layout Struktur 17 Mar 23_detail kolom-DEtail KOLOM REPAIR.pdf

  • 1. DETAIL KR1 Skala 1 : 10 280 300 530 300 330 530 530 300 500 450 75 75 10 10 170 330 70 600 350 160 160 140 340 300 850 DETAIL KR2 Skala 1 : 10 DETAIL KR3 Skala 1 : 10 DETAIL KR4 Skala 1 : 10 DETAIL KR5 Skala 1 : 10 Beton Baru (Penebalan) Besi Tulangan Existing Ø8-200 4 D12 Beton Baru (Penebalan) Ø8-200 6 D12 25 280 25 640 Besi Tulangan Existing Kolom Existing Kolom Existing Beton Baru (penebalan) Ø8-200 2 D12 Besi Tulangan Existing Kolom Existing Beton Baru (Penebalan) Ø8-200 10 D12 25 300 25 Kolom Existing Besi Tulangan Existing Area Kolom Praktis Demolish (Komposisi material bata) Kolom Existing difinishing kembali) 200 200 VAR 150 Beton Baru (Penebalan) Beton Baru Kolom Existing Muka Lantai Rencana DET. SAMBUNGAN KOLOM-LANTAI Skala : NS FC-SSP-PH1-STR-04 17 16 13 14 18 11 24 02 10 10 12 01 03 04 20 22 21 20 23 05 P.T. P F I Z E R I N D O N E S I A SITE PLAN 09 320 109 322 141 110 A 110 B 110 C 325A 325B 316 315 317 318 319 321 323 324 313 312 311 310 314 331 330 329 328 326 111 133 133 135A 135 135A 135A 135 135A 130 B 130 C 130 A 142 123 125 132 139 155 144A 128 129 127 148 133B 154 151 152 152 151 153 154 136 146 147A 147 136A 181 182 183 102 175 110 112 160 133C 137 133B 133 148 127 129 128 144A 166 167 150 165 162 163 164 150 156 155 193 214 188 190 186 185 192 195 210 213 211 187 189 194 196 191 133A 131 139 140 123A 126 125 123 142 18 107 AIR LOCK MALE ACCESS AREA 106A MALE LOCKERS MALE TOILETS/SHOWE RS UNIFORMS 106C 106B 106 FEMALE TOILETS/SHOWE RS 107A AREA FEMALE ACCESS FEMALE LOCKERS 107B 176 UNIFORM 130 QC. OFFICE 208 WEIGHING 209 REJECTED JANITOR ROOM UPPER FLOOR- ENGINE ERING OFFICE 101 116 115 114 334 333 332A 332 331 +200 Down 346 347 345 344 343 342 340 341 339 337 336 335 338 335B 335A SITE PT. PFIZER INDONESIA FOR CONSTRUCTION OWNER Jl. Raya Bogor KM 28, Jakarta Timur, Indonesia REV DATE NOTE LEGEND KEY PLAN : USER : Yaseph Tresna Abdullah 0 SOLID AND SEMISOLID PRODUCTION RELAYOUT PHASE-1 PROJECT SIZE PRINT SCALE DRAWN BY HELMI ENGINEERING & EHS LEAD : Budiyana SITE QUALITY AUTHORITY : Agnesia Priyantina CONSULTANT DIRECTOR : Leonardy Tjandinegara DRAWING STATUS TITLE 1 : 1 A3 REV ASIA PACIFIC CONSULTANS Managers & Engineers Process & Operational Support GKM Green Tower, Level 20 Jl. TB. Simatupang No.Kav. 89G, RT.10/RW.02 Jakarta Selatan, 17520, Indonesia Telp : 021-50897161 Website: www.a-p-c.id Email : info@a-p-c.com.au 0 INITIAL DRAWING REVISION HISTORY DRAWING NUMBER 9/12/2022 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 1000 DETAIL RENCANA KOLOM BETON (FUTURE LAYOUT SEMI SOLID) Kolom Baru Kolom Existing gambaran umum pekerjaan sipil Penanganan Perbaikan Beton : 1) Mengupas/chipping Finishing Plasteran yang masih menempel beton Existing; 2) Mengupas/chipping beton keropos atau yang bermutu rendah sampai ke permukaan beton keras; 3) Demolish sisa bata yang masih melekat pada beton Existing; 4) Penambahan ukuran kolom dan penambahan besi tulangan baru sesuai gambar; 5) Tulangan sengkang dipasang diatas/overlap dengan sengkang existing jarak 5 cm; 6) Setelah Bekisiting terpasang Beton di cor ulang menggunakan semen SIKA 7) Tinggi kolom menyesuaikan tinggi Exsiting.