ST-01 FOUNDATION LAYOUT - Struccorestruccore.com/wp-content/Downloads/Industrial Shed...

A B C D E F G

1

2

3

4

5D

1D

1D

1D

1D

1

D1

W1

W1

W1

W1

W1

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D2

D1

D1

D1

D1

D1

D2 D2

D2

14-02-2014

DRAWING TITLE:

STRUCTURAL ENGINEERS

DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR APPROVAL

FOUNDATION LAYOUT

00

AHMEDABAD-380022 ,TEL:(M) 09723618823,

DEALT SIGN :

[email protected]

STRUCCORE

C/1, JAYEN APP. , CHUNIBHAI COLONY,NR. FOOTBALL GROUND , KANKARIYA.

DRN :

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 01-14

DRG. NO. : ST-00

CHECK SIGN :

CHECKED:

DATE:14-02-2014

ANKIT K. PATEL

E

(SCALE:- 1:250)ROOF SHEETING LAYOUT (UN FOLD)

SHEE

TING

LIN

E

SHEE

TING

LIN

E

C RI

DGE

LINE

LC RI

DGE

LINE

L

SLOP

E(1

:10)

SLOP

E(1

:10)

SLOP

E(1

:10)

SLOP

E(1

:10)

1

2

3

4

5

A B C D E F G

SHEETING LINE

SLOP

E(1

:10)

SLOP

E(1

:10)

CANOPY

CANOPY

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

ROOF SHEETING LAYOUT (UNFOLD)

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-09

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

D1

D1

D2 D2

D2

AHMEDABAD-380022 ,TEL:(M) 09723618823,[email protected]

STRUCCORE


ANKIT K. PATEL

STEEL LINE

STEEL LINE

SLOP

E(1

:10)

SLOP

E(1

:10)

SLOP

E(1

:10)

SLOP

E(1

:10)

1

2

3

4

5

A B C D E F G

STEE

L LI

NE

TYP. SAG RODSØ12mm

TYP. DIAGONALSAG RODSØ12MM

PURLINZ 200x60x20x2.0

14-02-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

PURLIN TOP CHORD LAYOUT (UNFOLD PLAN)

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-10

CHECK SIGN :

CHECKED: ANKIT

DATE:14-02-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

1 2 3 4 5

+7.00mt LvL.

+5.75mt LvL.

+3.00mt LvL.WALL

+0.00mtF.F.LVL.

110

110

SIDE RUNNER ELEVATION ON GRID-GSCALE:- 1:100

G.I SHEET

C OF RIDGEL12Ø DIAGONAL

SAG ROD

SIDE RUNNERZ200x60x20x2.0

RUNNER STAY60x60x2 12Ø VERTICAL

SAG ROD

MULLIANC-200X60X20X2.0

A

A

14-02-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SIDE RUNNER ELEVATION ON GRID-G

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-11

CHECK SIGN :

CHECKED: ANKIT

DATE:14-02-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

1 2 3 4 5

+3.00 mtWALL

+0.00 mtF.F.L

+5.75 mtGANTRY

BRACKET LVL.

SHEETING ELEVATION ON GRID-G(SCALE:- 1:100)

GALVALUME COLOR COATED SHEETS.

10 10GALVALUME COLOR

COATED SHEETS.1 1

+7.00 mtCOLUMN CAP LVL.

ROLLING SHUTTER4.0 x 5.0m

+5.00 mtBOTTOM OF

CANOPY

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SIDE SHEETING ELEVATION ON GRID-G

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-12

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

ABCDEFG

+3.00 mtWALL

+0.00 mtF.F.L

+6.00 mtGANTRY

BRACKET LVL.


SIDE SHEETING ELEVATION ON GRID 5(SCALE:- 1:125)


ROLLING SHUTTER4.0x5.0 m

+5.00 mtBOTTOM OF

CANOPY

14-02-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SIDE SHEETING ELEVATION ON GRID-5

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 01-14

DRG. NO. : ST-13

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

ABCDEFG

+5.00 MTBOTTOM OF

CANOPY

+3.00 mtWALL

+0.00 mtF.F.L

+5.75 mtGANTRY

BRACKET LVL.

SIDE RUNNER ELEVATION ON GRID-5(SCALE:- 1:130)


SIDE RUNNERZ200X60X20X2.0

VERTICAL BRACING60x60x2.9

RUNNER STAY60x60x2.0GALVALUME COLOR COATED SHEETS.

ROLLING SHUTTER5.0 x 4.0M

12Ø DIAGONALSAGROD

C-RUNNERC-200x60x20x2.0

MULLIANC-200x60x20x2.0

27-22-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SIDE RUNNER ELEVATION ON GRID-5

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-14

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

3 2 1

+3.00 mtWALL

+0.00 mtF.F.L

+5.75 mtGANTRY

BRACKET LVL.

45

SHEETING ELEVATION ON GRID-A(SCALE:- 1:100)


+5.00 mtBOTTOM OF

CANOPY

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SHEETING ELEVATION ON GRID-A

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-15

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

5 4 3 2 1

+7.00mt LvL.

+5.75mt LvL.

+3.00mt LvL.WALL

+0.00mtF.F.LVL.

C OF RIDGEL

110

110

12Ø VERTICALSAG ROD

12Ø DIAGONALSAG ROD

SIDE RUNNERZ200x60x20x2.0

RUNNER STAY60x60x2SIDE RUNNER ELEVATION ON GRID-A

SCALE:- 1:100

PURLINZ200x60x20x2.0

14-02-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SIDE RUNNER ELEVATION ON GRID-A

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-16

CHECK SIGN :

CHECKED: ANKIT

DATE:14-02-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

A B C D E F G

+3.00 mtWALL

+0.00 mtF.F.L

+5.75 mtGANTRY

BRACKET LVL.


SIDE SHEETING ELEVATION ON GRID 1(SCALE:- 1:125)


2.0 X 2.1 OPENING

+3.00 mtWALL

+0.00 mtF.F.L

+5.75 mtGANTRY

BRACKET LVL.


14-02-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR APPROVAL

SIDE SHEETING ELEVATION ON GRID -1

00

DEALT SIGN :

DRN :

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 01-14

DRG. NO. : ST-17

CHECK SIGN :

CHECKED:

DATE:14-02-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

A B C D E F G

+3.00 mtWALL

+0.00 mtF.F.L

+5.75 mtGANTRY

BRACKET LVL.

SIDE RUNNER ELEVATION ON GRID-1(SCALE:- 1:130)


TYP . SIDE RUNNERZ-200 x 60 x 20 x 2.0@ 1500 C/C



RUNNER STAY60x60x2.0


12Ø VERTICALSAG ROD

12Ø DIAGONALSAG ROD

TIE BEAM72 X 72 X 3.2

14-02-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SIDE RUNNER ELEVATION ON GRID-1

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-18

CHECK SIGN :

CHECKED: ANKIT

DATE:14-02-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

FOUNDATION LAYOUT

1

2

3

4

5

A B C D E F G

F1

P7

F1

P10

F1

P1

F1

P5

F1

P5

F1

P5

F1

P5

F1

P5

F1

P6

F2

P2

F1

P8

F1

P8

F1

P9

F1

P3

F1

P4

F2

P2

F1

P11

F1

P6

F1

P6

F1

P6

F1

P6

F1

P4

F1

P4

F1

P4

F1

P4

SCALE:- 1:175

NOTES:

Ŀ

ALL DIMENSIONS ARE IN MM. & TO BE VERIFIED WITH ARCH. DWG.

ANY DISCREPANCY IN DRAWING SHALL BE BROUGHT TO THE

NOTICE OF DESIGN ENGINEER.

APPROVED MIX CONCRETE DESIGN OF GRADE M:20 SHOULD BE

USED UNLESS SPECIFIED.

Fe 415 REINFORCEMENT (TMT BARS) SHOULD CONFIRM

IS:1786-2000.

CLEAR COVER TO REINFORCEMENT SHALL BE 25mm IN BEAM

20mm IN SLABS ,40mm IN COLUMN, 50mm IN FOOTING

SOIL BEARING CAPACITY CONSIDERED TO DESIGN FOUNDATION IS

10.0 T/SQ.MT TO BE VERIFIED AT SITE.

DEPTH OF FOUNDATION SHOULD BE MINIMUM 1.5 MT OR UP TO

GOOD SOIL FROM EXISTING GROUND LEVEL.

EXCAVATED CLAYISH PLASTIC SOIL CANNOT BE USED FOR

BACKFILLING. BACKFILLING MUST BE DONE BY BORROWEDSANDY

EARTH OR PURE SAND.

FOR PEDESTAL DETAILS REFER DRAWING NO.ST-02

Ŀ

Ŀ

Ŀ

Ŀ

Ŀ

Ŀ

Ŀ

Ŀ

FOOTING

FOOTING SIZE

P.C.C. SIZE

L B ALONG SHORT SPAN

REINFORCEMENT

DEPTH

D

FOOTING

F-2

F-1

l x b

R.C.C

FOOTING

GRADE

BOTTOM

ALONG LONG SPANd

NO.:

PEDESTAL SIZE

M20

M20

2500

2500

1800

1800

600

450

200

200

10T - 100 C/C

10T - 100 C/C

10T - 100 C/C

10T - 100 C/C

2700 x 2000

2700 x 2000

550 x 900 , 350 x 900

350 x 750

350 x 600

FOOTING SCHEDULE

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

FOUNDATION LAYOUT

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-01

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

PADESTAL DETAILS

00

DEALT SIGN :

DRN :

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-12

DRG. NO. : ST-02

CHECK SIGN :

CHECKED:

DATE:27-12-2014


STRUCCORE


ANKIT K. PATEL

27-12-2014


DATEREV.NO.

R-0

PRINTSISSUED

R E V I S I O N

FOR EXECUTION

PEDESTAL CENTER LINE LAYOUT

00

DEALT SIGN :

DRN: PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-03

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

AHMEDABAD-380022 ,TEL:(M) 09723618823,

[email protected]

STRUCCORE

C/1, JAYEN APP. , CHUNIBHAI COLONY,

NR. FOOTBALL GROUND , KANKARIYA.

ANKIT K. PATEL

C2 BP1

1

2

3

4

5

A B C D E F G

C1 BP1 C1 BP1 C1 BP1 C1 BP1 C1 BP1 C1 BP1 C1 BP1

C1 BP1 C1 BP1 C1 BP1 C1 BP1 C1 BP1 C1 BP1 C1 BP1

C2 BP1 C2 BP1 C2 BP1 C2 BP1 C2 BP1 C2 BP1

C3 BP2

C3 BP2

C3 BP2

C3 BP2

ANCHOR BOLT LAYOUT & BASE PLATE DETAIL

SCALE:- 1:175

8 mm GUSSET (GP1)

6 mm STIFFENER (SF1)


300 x 700 x 16mm THK.BASE PLATE

10-M20Ø H.D. BOLTS 900mm LG,750 EMBEDDED IN CONC.,150 THREADED (AB1)

BASE PLATE BP1

1 , 3 , 5GRID

A TO GGRID

2 , 4GRID

A ,GGRID

4-M20Ø H.D. BOLTS 900mm LG,750 EMBEDDED IN CONC.,150 THREADED (AB1)

300 x 350 x 16mm THK.BASE PLATE


BASE PLATE BP2

PLATE GP1

6mm.STIFFENER

PLATE SF1PLATE SF2

6mm.STIFFENER 8mm. GUSSET

FDN BOLTS

TYP.DETAILS OF

(AB1)

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

ANCHOR BOLT LAY OUT & BASE PLATE DETAIL

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-04

CHECK SIGN :

CHECKED: ANKIT

DATE:14-02-2014

E

SECURITY CABIN

2.0 x 3.0

W/C

TOILET FOR

WORKERS

TOILET FOR OFFICE

TOILET FOR

W/C

W/C

BATH

OFFICE

5.5 x 4.5

BATH

1.8 x 2.2

PANTY

1.8 x 2.3

WATER TANK

OFFICE

4.5 x 5.5

W/C W/C W/C W/C W/C W/C W/C W/C

LADIES

BATH

KEY PLAN

AHMEDABAD-380022 ,TEL:(M) 09723618823,

[email protected]

STRUCCORE

C/1, JAYEN APP. , CHUNIBHAI COLONY,

NR. FOOTBALL GROUND , KANKARIYA.

ANKIT K. PATEL

1

2

3

4

5

A B C D E F G

P1

P2

P3

P11

P2

P4

P5

P6

P4

P5

P6

P4

P5

P6

P4

P5

P6

P4

P5

P6

P7

P8

P9

P8

P10

GROUND BEAM LAYOUT

GB1a

GB1a

GB1a

GB1a

GB1a

GB1a

GB1a

GB1a

GB1aGB1aGB1aGB1aGB1aGB1a

GB1a GB1aGB1aGB1aGB1aGB1a

DETAIL-1

SC

SC

SC

SCSCSCSCSCSCSC

SC

SC

SC

SC SC SC SC SC SC SC

SCALE - 1:175

2-16T EXT

2-16T TH

2-16T TH

GB1a

2-16T EXT

2-16T EXT

300x450GB1a

300x450GB1a

300x450

F.G.L.

TYP. GROUND BEAM LVL.

P.C.C 1:4:8

GROUND BEAM

NOTES.* ALL DIMENSIONS ARE IN MM. & TO BE VERIFIED WITH

ARCH.DWG.

* APPROVED MIX CONCRETE DESIGN OF GRADE M:20

SHOULD BE USED UNLESS SPECIFIED.

* Fe 415 REINFORCEMENT (TMT BARS) SHOULD CONFIRM

IS:1786-2000.

* CLEAR COVER TO REINFORCEMENT SHALL BE 25mm IN

BEAM 20mm IN SLABS 40mm IN COLUMN, 50mm IN FOOTING

* ANY DISCREPANCY IN DRAWING SHALL BE BROUGHT TO THE

NOTICE OF DESIGN ENGINEER.

* DRAWING TO BE READ WITH ARCH.SUPPORT DRG.

SC (230 X 230)

22

1

P4

GROUND BEAM GROUND BEAM

4-12T

PEDESTAL

NOT SHOW

GROUND BEAM

1

SECTION 1-1

DETAIL-1

SC (STUB COLUMN)

PEDESTAL

REINFORCEMENT

4-12T TYP.

8T-150 C/C TYP.

SECTION 2-2

SC

SC (STUB COLUMN) (230X230)

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

GROUND BEAM LAYOUT & DETAILS

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-05

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

SLOP

E(1

:10)

SLOP

E(1

:10)

1

2

3

4

A B C D E F G

BRACING 60 x 60 x 2.9

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

RAFT

ERRA

FTER

C OF RIDGEL

BRACING 60 x 60 x 2.9

TIE RUNNER72X72X3.2

TIE RUNNER72X72X3.2

VERTICAL BRACING60 x 60 x 2.4

VERTICAL BRACING60 x 60 x 2.4

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

FRAMING LAYOUT

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-06

CHECK SIGN :

CHECKED: ANKIT

DATE:14-02-2014

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

1 2 3 4 5

BRACKET

BRACKET

BRACKET

SIDE

RUN

NER

Z 20

0x60

x20x

2.0

TIE RUNNER72 x 72 x 3.2

+7.00mt LvL.

+5.75mt LvL.

+3.00mt LvL.WALL

+0.00mtF.F.LVL.

C OF RIDGELØ12mmSAGROD

110CELTSHETTING200x60x20x2.0

PURLIN-Z

110

CONN.-01

CONN.-02

CONN.-01

CONN.-02CONN.-03

W=(600-400)x4FL= 250x6

W=(400-746-400)x5FL= 250x6

W=(400-600)x4FL= 250x6

W=(600-450)x5FL= 250x6

W - 500 x 5F - 250 x 6

W - 500 x 5F - 250 x 6

W - 500 x 5F - 250 x 6

W=(600-450)x5FL= 250x6

W - (600-400) x 5F - 250 x 6

Ø12mmSAGROD

+0.00mtF.F.LVL.

TYPICAL SECTION ON GRID B TO FSCALE:- 1:100

W=600x5FL= 275x10

W=600x5FL= 275x10

50OR Min.1.5 x d

50OR Min.1.5 x d

GAGE

50OR

Min

. 1.5

x d

50OR Min.1.5 x d

50OR Min.1.5 x d

GAGE

50OR

MIN

1.5

x d

EQ.

EQ.

8 Nos. BOLT10 Nos. BOLT

PITC

H

PITC

HPI

TCH

50

PITC

H50

6THK

.STI

FFEN

ER P

LT.

6THK

.STI

FFEN

ER P

LT.

REST

CONN. NO.PLATE THK.

IN mm

BOLT DIA (d)IN mm

GRADE 8.8.S

NO. OFBOLTS

GAGE PITCH

CONN.-1CONN.-2

20mm16mm

16Ø16Ø

108

100100

100100

CONN.-3 20mm 20Ø 10 100 100

5

PURLINZ - 200x60x20x2.0

+7.00mt LvL.

+5.75mt LvL.

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SECTION ON GRID B TO F

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-07

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

A B C D E F G

1

2

3

4

5

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

1 2 3 4 5

+7.00mt LvL.

+5.75mt LvL.

+3.00mt LvL.WALL

+0.00mtF.F.LVL.

TIE RUNNER72 x 72 x 3.2

CONN.-02CONN.-02CONN.-03

W=300x4FL= 225x5

W - (300-652-300) x 4F - 225x 5 W=300x4

FL= 225x5

Ø12mmSAGROD

110

CLEATSHETTING200x60x20x2.0

PURLIN-Z

BRACKET

W - 500 x 5F - 250 x 6

W=(600-450)x5FL= 250x6

W - 500 x 5F - 250 x 6

SIDE

RUN

NER

Z 20

0x60

x20x

2.0

CONN.-01

W - 500 x 5F - 250 x 6

W - 300 x 5F - 250 x 6

CONN.-01

W - 300 x 5F - 250 x 6

W=(600-450)x5FL= 250x6

110

BRACKET

GABLE SECTION ON GRID A & GSCALE:- 1:100

BRACKETW=600x5

FL= 275x10W=600x5

FL= 275x10

50OR Min.1.5 x d

50OR Min.1.5 x d

GAGE

50OR

Min

. 1.5

x d

CONN. NO.PLATE THK.

IN mm

BOLT DIA (d)IN mm

GRADE 8.8.S

NO. OFBOLTS

GAGE PITCH

CONN.-1CONN.-2

50OR Min.1.5 x d

50OR Min.1.5 x d

GAGE

50OR

MIN

1.5

x d

EQ.

EQ.

8 Nos. BOLT10 Nos. BOLT

PITC

H

PITC

HPI

TCH

50

PITC

H50

20mm16mm

16Ø16Ø

108

100100

100100

6THK

.STI

FFEN

ER P

LT.

6THK

.STI

FFEN

ER P

LT.

REST

CONN.-3 20mm 20Ø 10 100 100

27-12-2014

DRAWING TITLE:


DATEREV.NO.

PROJECT:

R-0

PRINTSI S S U E D

FOR EXECUTION

SECTION ON GRID A & G

00

DEALT SIGN :

DRN : PRAGNESH

SCALE:N.T.S.

APVD. SIGN :

PROJ. NO. : 04-14

DRG. NO. : ST-08

CHECK SIGN :

CHECKED: ANKIT

DATE:27-12-2014

E

A B C D E F G

1

2

3

4

5

D1

D1

D2 D2

D2


STRUCCORE


ANKIT K. PATEL

ST-01 FOUNDATION LAYOUT - Struccorestruccore.com/wp-content/Downloads/Industrial Shed...

Documents

Transcript of ST-01 FOUNDATION LAYOUT - Struccorestruccore.com/wp-content/Downloads/Industrial Shed...