a. marking:- - 12-12... · 2013-02-15 · isa 75x75x6 8 t@200mm c/c 8 t 8 tlugs 3nos 50 t capacity...

2
OPENING PERIPHERY WALL J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J 15T CAP. EOT CRANE 50T CAP. EOT CRANE J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J J OPENING OPENING EXCLUSIVE TITANIUM SHOP WITH DUST FREE CLEAN ROOM FOR MANUFACTURING OF BARC'S EQUIPMENTS NDE ROOM OPENING J J J J (SHOP LAYOUT) N 5T EOT CRANE 24200 J J J J J C C 12000 8000 5000 15000 SC SC 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 ))/ 12 NOS.16 RODS + 12 NOS.12 RODS (ALTERNATIVELY) 10 BINDERS @250MM C/C 10 STPS @250MM C/C C L 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 TO BE FILLED ALROUND EL(-)2.00 12 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 C L OF ROOF LEG SECTION- CC D D 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 TO BE 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(-)4.00 10 -2NOS 10 -2NOS (-)2.60 8 STPS @200MM C/C 18NOS. 16 RODS (-)1.00 4NOS. M39 HDBOLT 8 BINDERS 18NOS.16 RODS 12 @150MM C/C 8 STPS @150MM C/C 25MM TK NON SHRINK BOULDERS FILLING UPTO FLOOR LEVEL BOTHWAYS BOTHWAYS CEMENT GROUT 8 BINDERS @200MM C/C @200MM C/C PCC 1:4;8 ISMC100 (TYP) (TYP) HD BOLTS FOR MAIN COL. ISMC100 SHEETING COL SC HD BOLTS FOR ANCHOR CHANNEL A4 TO A11,B1 TO B11 C1 TO C11 06 #&& L65x65x6 (BOTH WAYS) 06 #&& %27+ :$<6 L65x65x6 940 65 600 940 ALTERNATIVELY TOP & BOTTOM PCC 1:4:8 BOTHWAYS INSIDE & OUTSIDE BOTHWAYS @200mm C/C @1000mm C/C INSERT PLATE 8x100x650 8 T ISA 75X75X6 PRECAST COVER SLAB 75mm THK 869 800 150 800 150 1300 100 150 950 120 650 50(TYP) 100 650 8 500mm C/C LUGS @ 75 ISA 75x75x6 @200mm C/C 8 T 8 T LUGS 3NOS 8 T 50 T CAPACITY E.O.T CRANE FFL SECTION-AA -4.50 -2.00 + - 0.00 +9.50 +11.00 +5.00 +15.50 15 T CAPACITY E.O.T CRANE ROOF LEG ISMC 400 400 KEPT APART FFL COLUMN ISMB600 1350 KEPT APART COLUMN ISMB400 1350 KEPT APART COLUMN ISMB500 1350 KEPT APART ISMC 150 ISMC 150 ISA 75X75X6 ISA 100X100X10 ISA 80X80X8 ISA 80X80X8 TIE RUNNER ISA 80X80X8 TIE RUNNER ISA 80X80X8 TIE RUNNER ISA 80X80X8 GALVALUME ROOF SHEETING/ POLYCARBONATE SHEETING RIDGE LATTICE EAVES LATTICE GALVALUME SIDE SHEETING CRANE GIRDER FFL SECTION -CC COF COL. L COF COL. L +3.260 COF COL. L GL 5T CAP. EOT CRANE ))/ GL +8.000 370 300 SECTION-DD 15772 8000 3500 15772 12700 15170 300 SIDE SHEETING LATTICE GIRDERS 2 ISA 80x80x8 2 ISA 50x50x6 2 ISA 80x80x8 50T CRANE GIRDER 15T CRANE GIRDER 15 80 500 500 500 ISA75X75X6(TYP) 50 75 HAND RAIL POST TOP CUT TO SHAPE(TYP) AUX GIRDER CRANE GIRDER SECTION-EE C OF ROOF LEG L 875 390 1050 RAIL CR80 (1:10) ISA75X75X6(TYP) 300 300 600 12 80 DETAILS OF CRANE WALK WAY 500 500 ISA75X75X6(TYP) 50 '5,// +2/( FOR 33.7X3.2 HAND RAIL TUBE HAND RAIL POST TOP CUT TO SHAPE(TYP) '5,// +2/( FOR 42.4X3.2 HAND RAIL TUBE EQ EQ CRANE GIRDER 500 1050 SECTION - DD RAIL CR80 (1:10) ISA75X75X6(TYP) SHEETING GIRDER IN NORTHERN AND SOUTHERN SIDE ISMC 100 ISMC 100 ISA 50x50x6 10 120 10 SECTION - FF %27+ :$<6 SPACED AS SHOWN ELEVATION (62% OPENING) DETAILS OF REINFORCEMENT SECTION-GG %27+ :$<6 SPACED AS SHOWN 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 ROOF SLAB 100 500 1500 1800 PCC 1:4:8 1700 1800 ))/ ))/ 300 8200 7500 ISMC-100 +2/( )25 0 %2/7 FOR LINE A4 TO A11,B1 TO B11,C1 TO C11 FOUNDATIONS ))/ SECTION ZZ 230mm TK. BRICK WORK IN CM 1:5 75THK WEATHERING COURSE WITH FLAT TILE FINISH ROOF SLAB, 125mm TK. +2.100m +3.300m D TENDER PURPOSE 0-TP-CEG-01095 0-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

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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

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

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