a. marking:- - 12-12... · 2013-02-15 · isa 75x75x6 8 t@200mm c/c 8 t 8 tlugs 3nos 50 t capacity...
TRANSCRIPT
![Page 1: A. MARKING:- - 12-12... · 2013-02-15 · isa 75x75x6 8 t@200mm c/c 8 t 8 tlugs 3nos 50 t capacity e.o.t crane ffl section-aa-4.50-2.00 +-0.00 +9.50 +11.00 +5.00 +15.50 15 t capacity](https://reader034.vdocuments.mx/reader034/viewer/2022042213/5eb8a420cd06e57a2d3a5856/html5/thumbnails/1.jpg)
OPEN
ING
PERIPHERY WALL
J J J J JJJ J J JJJ J J JJJ J J JJJ J J JJJ J JJJ J J JJJ J J JJ
J
J
J
J
J
J
J
J
J
J
J
J
15T
CAP.
EOT
CRA
NE
50T
CAP.
EOT
CRA
NE
JJJ J JJJJ J J JJJJJ
J
J
J
J
J
J
J
J
J
J
J
J
JJ J J JJ
J
J
OPEN
ING
OPEN
ING
EXCLUSIVE TITANIUM SHOP WITH DUST FREE CLEAN ROOM
FOR MANUFACTURING OF BARC'S EQUIPMENTS
NDE ROOM
OPEN
ING
J
J
J
J
(SHOP LAYOUT)
N
5T EOT CRANE
24200
J J J JJ
C
C
12000
8000
5000
15000
SCSC
B B
SC
SC
SC
SC
SC
SC
W
W
SSD
D1
700mm RCC WALL 8.2m HEIGHT
Y
Y
Z Z
40MM THK.GRANOLYTHIC FLOORING
150MM THK.RCC FLOORING
150MM THK.SAND GRAVEL MIX(1;1)(CONSOLIDATED THIKNESS)
6MM MS ROD @150 C/CBOTHWAYS
DETAILS OF FLOORING
±0.00 FFL
12 NOS.16 RODS + 12 NOS.12 RODS(ALTERNATIVELY)
10 BINDERS @250MM C/C
10 STPS @250MM C/C
CL OF ROOF LEG
SECTION-EE
F
F
E
10 @300MMC/C
(BOTHWAYS)
E
MAIN COL. FOUNDATION FOR PLAN
10 BINDERS @250MM C/C
COLUMNS B1 TO B11 - 11 NOS
SECTION-FF
GRANITE BOULDERS TOBE FILLED ALROUND
EL(-)2.0012 NOS.16 RODS + 12 NOS.12 RODS
12 NOS.16 RODS + 12 NOS.12 RODS(ALTERNATIVELY)
10 BINDERS @250MM C/C
10 STPS @250MM C/C
20 @150 C/C
CL OF ROOF LEG
SECTION-CC
DD
C
10 @300MMC/C
(BOTHWAYS)
C
MAIN COL. FOUNDATION FOR PLAN
10 BINDERS @250MM C/C
A4 TO A11- 8 NOS
SECTION-DD
25MM THK NON SHRINK CEMENT GROUT
GRANITE BOULDERS TOBE FILLED ALROUND
EL(-)2.00
20 @150 C/C
12 NOS.16 RODS + 12 NOS.12 RODS
C1 TO C11-11 NOS
EL(-)4.00 EL(-)4.0010 -2NOS 10 -2NOS
(-)2.60
8 STPS @200MM C/C
18NOS. 16 RODS
(-)1.004NOS. M39 HDBOLT
8 BINDERS
18NOS.16 RODS
12 @150MM C/C
8 STPS @150MM C/C
25MM TK NON SHRINK
BOULDERS FILLINGUPTO FLOOR LEVEL
BOTHWAYS
BOTHWAYS
CEMENT GROUT
8 BINDERS @200MM C/C
@200MM C/C
PCC 1:4;8
ISMC100
(TYP)
Ï40
(TYP)
HD BOLTS FOR MAIN COL.
ISMC100
SHEETING COL SCHD BOLTS FOR
ANCHOR
CHANNEL
A4 TO A11,B1 TO B11 C1 TOC11
Ï10 MS @150C/C
L65x65x6
(BOTH WAYS)
Ï10 MS @150C/C BOTH WAYS
L65x65x6
940
65
600
940
ALTERNATIVELY
TOP & BOTTOMPCC 1:4:8
BOTHWAYS
INSIDE & OUTSIDEBOTHWAYS
@200mm C/C
@1000mm C/CINSERT PLATE8x100x650
8 T
ISA 75X75X6
PRECAST COVER SLAB75mm THK
869
800
150 800 150
1300
100
150
950
120
650
50(TYP)
100
650
8
500mm C/CLUGS @
75
ISA 75x75x6
@200mm C/C8 T
8 T
LUGS 3NOS8 T
50 T CAPACITY E.O.T CRANE
FFL
SECTION-AA
-4.50
-2.00
+- 0.00
+9.50+11.00
+5.00
+15.50
15 T CAPACITY E.O.T CRANEROOF LEG
ISMC 400 400 KEPT APART
FFL
COLUMNISMB600
1350KEPT
APART
COLUMNISMB400
1350KEPT
APART
COLUMNISMB500
1350KEPT
APART
ISMC 150
ISMC 150
ISA 75X75X6
ISA 100X100X10ISA 80X80X8
ISA 80X80X8
TIE RUNNERISA 80X80X8
TIE RUNNERISA 80X80X8
TIE RUNNERISA 80X80X8
GALVALUME ROOF SHEETING/POLYCARBONATE SHEETING
RIDGE LATTICE
EAVES LATTICE
GALVALUMESIDE SHEETING
CRANE GIRDER
FFL
SECTION -CC
COF COL.
LCOF COL.
L
+3.260
COF COL.
L
GL
5T CAP. EOT CRANE
±0.00 FFL
GL
+8.000
370
300
SECTION-DD
15772
8000
3500
15772
12700
15170
300
SIDE SHEETING LATTICE GIRDERS2 ISA 80x80x8 2 ISA 50x50x6
2 ISA 80x80x8
50T CRANE GIRDER
15T CRANE GIRDER
15
80
500
500
500
ISA7
5X75
X6(T
YP)
50
75
HAND RAIL POST TOP CUT TO SHAPE(TYP)
AUXGIRDER CRANE GIRDER
SECTION-EE
C OF ROOF LEGL
875
390
1050
RAIL
CR80
(1:10)
ISA7
5X75
X6(T
YP)
300 300
600
12
80
DETAILS OF CRANE WALK WAY
500
500
ISA7
5X75
X6(T
YP)
50
DRILL HOLE Ø37FOR 33.7X3.2
HAND RAIL TUBE
HAND RAIL POST TOP CUT TO SHAPE(TYP)
DRILL HOLE Ø46FOR 42.4X3.2
HAND RAIL TUBE
EQEQ
CRANEGIRDER
500
1050
SECTION - DD
RAIL
CR80
(1:10)
ISA7
5X75
X6(T
YP)
SHEETING GIRDER IN NORTHERN AND SOUTHERN SIDE
ISMC 100
ISMC 100
ISA 50x50x6
10
120
10
SECTION - FF
Ï8 BOTH WAYS
SPACED AS SHOWN
ELEVATION (62% OPENING)DETAILS OF REINFORCEMENT
SECTION-GG
Ï8 BOTH WAYS
SPACED
AS SH
OW
N
20
35
30
50
10
20
10
1000
1160
1160
1000
(1:10)
(1:8)
(1:10)
3.00
6.00
8290
10000
SECTION - YY
250 THICK ROOFSLAB
100
500
1500
1800
PCC 1:4:8
1700
1800
±0.00 FFL ±0.00 FFL
300
8200
7500
ISMC-100
Ø45 HOLE FOR M39 BOLT
FOR LINE A4 TO A11,B1 TO B11,C1 TO C11FOUNDATIONS
Ñ0.00 FFL
SECTION ZZ
230mm TK. BRICK
WORK IN CM 1:5
75THK WEATHERING COURSEWITH FLAT TILE FINISH
ROOF SLAB, 125mm TK.
+2.100m
+3.300m
D
TENDER PURPOSE
0-TP-CEG-010950-TP-CEG-01095
LEGEND:
D -TEAK WOOD FLUSH DOOR - 1000mmX2100mm
W -WINDOW-1200mmX1200mm
SSD -SLIDING STEEL DOOR
O -OPENING 5000mmx5000mm
J -JALLI
D1 - GLAZED STEEL DOOR 12 HS 21
![Page 2: A. MARKING:- - 12-12... · 2013-02-15 · isa 75x75x6 8 t@200mm c/c 8 t 8 tlugs 3nos 50 t capacity e.o.t crane ffl section-aa-4.50-2.00 +-0.00 +9.50 +11.00 +5.00 +15.50 15 t capacity](https://reader034.vdocuments.mx/reader034/viewer/2022042213/5eb8a420cd06e57a2d3a5856/html5/thumbnails/2.jpg)
GENERAL NOTES:-
A. MARKING:-
B. MATERIAL:-
C. FABRICATION:-
D. WELDING:-
E. CONNECTIONS:-
F. PAINTING:-
G. INSPECTION:-
DATE DESCRIPTIONREV2-TP-CEG-01096 00
SIGN2-TP-CEG-01096