Beheerschuur

roof metal panel note: dimensions including sheet metal

A

B

C

D

E

+3.000

03

+2.372

02

F

G

G

F

E

D

C

B

A

side metal

±0

garage door 5.664

side metal

walk door (optional)

01 5.664

9.162

Front elevation

Right side elevation

Back elevation

1.025

1.508

1.025

A

A

garage door

F

E

E

D

D

A

DESIGN CRITERIA: STRUCTURE SIZE: 5.60 X 9.10 X 3.00 M FRAME. SHEET METAL PANELS: 0.5 MM STEEL SHEETS VERTICAL ROOF AND HORIZONTAL SIDES AND END WALLS.

A C

THE STRUCTURE IS BASED ON: - NEN6702, NEN6770, NEN6771, NEN6772 - EUROCODE 0, EUROCODE 1, EUROCODE 3 - DIN1055-1, DIN1055-4, DIN1055-5

B

B

MATERIALS: ALL TUBING IS POWDER COATED

1.025

C

first panel cut off 50 mm

purlins 40*40*1,5 mm

first panel cut off 50 mm

975

05

1.025

1.508 B 1.508

04

F

A

C

corner post 50x50x2 mm

G

roof / wall frame 50*50*3 mm

1.025

D

1.508

9.162

1.508

1.025

E

side post 50x50x3 mm

G

1.025

1.508

F

A

Left side elevation

903

G

back vertical 50x50x2 mm

9.162

A

A

5.664

BASE RAILS, HEIGHT EXTENSIONS, DOOR HEADERS AND JAMBS: 50mm x 50mm, 2mm STEEL, S355

A

SIDE POSTS, RAFTERS, PEAKS: 50mm x 50mm, 3 mm STEEL, S355

roof metal panel

Ground floor

Roof construction plan

END WALL VERTICALS & BASE RAILS: 50mm x 50mm, 2,0 mm STEEL, S355

Top view

TRUSS BRACE COLLAR TIE / TRUSS BRACE VERTICAL: 25mm x 25mm, 2mm STEEL, S275 PURLIN: 40mm x 40mm x 1,5 mm STEEL, S355

03

+3.000 +2.365

02

roof sheet metal panel

side metal pannel ±0

01

2.375

4.100

side post

ALL DIMENSIONS ARE IN MILIMETERS

concrete slab

K r o f t m a n S t r u c t u r e s B .V . - P .O . B o x 1 5 8 - 6 9 0 0 A D Z e v e n a a r - T h e N e t h e r l a n d s T + 3 1 8 5 0 0 2 0 1 5 1 - F + 3 1 8 4 2 1 5 0 4 0 3 - E i n f o @ k r o f t m a n .nl - I w w w.k r o f t m a n .nl

-50 PROJECT:

Section A-A GENERAL NOTES: 1. MAXIMUM ALLOWABLE SOIL BEARING PRESSURE IS PER LOCAL CODE. 2. MAXIMUM SIZE AGGREGATE SHALL BE AS FOLLOWS: 25.40mm DIA. 3. MINIMUM COMPRESSIVE STRENGTH OF CONCRETE AT 28 DAYS PER LOCAL CODE. 4. PLACE REINFORCEMENTS AT MID THICKNESS FOR SLABS ON THE GROUND. 5. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USED IN WALLS, FOOTINGS ,ETC. SHALL HAVE A MINIUM LAP OF 40 DIAMETERS. SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 1.22m APART.

SHEET METAL SCREWS: SELF DRILLING SCREW HEXAGONAL DIN 7504-K STEEL / GALVANIZED + PAINTED / NYLON WASHER 4,8 MM TREAD, 25 MM LONG, USE MAGNETIC POWERBIT SIZE 8.

SCREW PATTERNS:

DOUBLE SCREW PATTERN ON UPPER AND LOWER ROOF PURLINS (FOR ROOF PANELS).

SINGLE SCREW PATTERN ON INTERMEDIATE ROOF PURLINS AND FOR ALL SIDE PANELS (EVERY 23CM.)

DESCRIPTION:

SHEET:

PROJECTNR:

Kroftman steel building E509 Elevations, sections and plans E509A

FORMAT:

DRAWING SCALE:

A3

1:100

E509-300

DATE:

DRAWN BY:

2011-03-11

J. van Dijk

50

2.026

2.898

2.303

2.250

10

2°

648

note: dimensions frame only

50

50 50 50 50 130 965 130

2.750 5.600

50

1.456 50

1.460 50

905

905

2.898

517

905

50

50

1.458 50 1.458 50 9.098

1.458 50

1.458 50

50

1.800

Left side elevation

Front elevation

50

1.800

50

1.800

50

50

1.458 50

1.458 50

1.458 50

1.458 50

1.458 50

5.600

9.098

Back elevation

Right side elevation

1.458 50

roof / wall frame 50*50*3 mm 4.100

steel 6 mm collar tie 25*25*2 mm

2.382

5.500

50

50

5.700

Section A-A

1.800

1.325

50

2.800

50 50 50 130 965 130

903 1.025

E

roof / wall frame 50*50*3 mm

1.025

1.458 50

A

D

A C

1.025 1.025

corner post 50x50x2 mm

1.458 50

side post 50x50x3 mm

50

9.098

1.458 50

A

1.458 50

A

F

1.025

1.458 50

back vertical 50x50x2 mm

G

1.025

50

1.025

1.800

first panel cut off 50 mm

B

first panel cut off 50 mm A

PROJECT:

DESCRIPTION:

Kroftman steel building E509 Construction

roof metal panel

5.600

Construction plan

ALL DIMENSIONS ARE IN MILIMETERS K r o f t m a n S t r u c t u r e s B .V . - P .O . B o x 1 5 8 - 6 9 0 0 A D Z e v e n a a r - T h e N e t h e r l a n d s T + 3 1 8 5 0 0 2 0 1 5 1 - F + 3 1 8 4 2 1 5 0 4 0 3 - E i n f o @ k r o f t m a n .nl - I w w w.k r o f t m a n .nl

purlins 40*40*1,5 mm

975

50

1.458 50

1.800

50

1.325

2.303

50

SHEET:

Roof construction plan PROJECTNR:

E509B

FORMAT:

DRAWING SCALE:

A3

1:100

E509-300

DATE:

DRAWN BY:

2011-03-11

J. van Dijk

bolt M8x75 DIN8.8 + washer + nut, all galvanized

CONNECTIONS (for connection numbers 1-8: detail drawings left)

(6)

steel 6 mm

frame connections: M12 8.8 (DIN 603 8.8 ZI)

(1) End truss connections (top and eaves): - 1x steel plate 6mm, with 4 holes 13mm - 12x flat head bolt M12x75 DIN8.8 (50mm straight shaft required) +washer+nut, all galvanized

40*40*3 mm self tapping screws 4,8 mm

(3)

E509 bolt round head-square neck-straight shaft (2) Intermediate truss connections (top and eaves): - 2x steel plate 6mm, with 4 holes 13mm - 12x bolt M12x80 DIN8.8 (60mm straight shaft required) + washer + nut, all galvanized

D

25*25*2 mm steel 25*50*3 mm two bolts M8x40 + washer + nut, all galvanized collar tie 25*25*2 mm

E509 frame bolt straight shaft

(4)

(3) Horizontal door beam connections: - angle brackets 40x40x3mm, six predrilled holes 5.5mm six 4.8x25mm self tapping screws (10mm hex head) no washer, all galvanized

A end truss

E509 self-drilling hex screw

steel plate 6 mm 4 holes 13 mm flat head bolt M12x75 DIN8.8 six 4.8x25mm self tapping screws (10mm head) no washer, all galvanized (8)

(1)

4. Vertical support to collar tie connection: - flat steel bracket 25x50x3mm - two bolts M8x40 + washer + nut, all galvanized 5. Collar tie/truss connection: - steel plate 100x100x4mm - cut corners as shown - 3x bolt M8x75 DIN8.8 + washer + nut, all galvanized

E

6. Collar tie vertical support/truss connection: - 1x bolt M8x75 DIN8.8 + washer + nut, all galvanized

steel 40*80*3 mm

7. Roof purlin/truss connection: - 2x 5.5x55mm self-drilling screw, countersunk, Phillips head, galvanized - purlins pre-drilled at 6.5mm - trusses pre-drilled at 4.5mm

B

steel 4 mm

3x bolt M8x75 DIN8.8 + washer + nut, all galvanized (5) roof frame 50*50*3 mm

9. Foundation anchors (19 positions): - concrete throughbolts 12x180mm galvanized - pre-drill frame at 16mm

roof / wall frame 50*50*3 mm

E509 concrete throughbolts 12x180mm

purlin 40*40*1,5 mm 5.5x55mm self-drilling screw, countersunk, 2 each frame (7) steel 6 mm

roof / wall frame connections: M12 8.8 (DIN 603 8.8 ZI)

(2)

roof / wall frame 50*50*3 mm

C

E509 screw self-drilling countersunk Phillips head

8. End wall vertical/truss connections: - steel plate 40x80x3mm, six predrilled holes 5.5mm - six 4.8x25mm self tapping screws (10mm head) no washer, all galvanized

25*25*2 mm

F

ALL DIMENSIONS ARE IN MILIMETERS K r o f t m a n S t r u c t u r e s B .V . - P .O . B o x 1 5 8 - 6 9 0 0 A D Z e v e n a a r - T h e N e t h e r l a n d s T + 3 1 8 5 0 0 2 0 1 5 1 - F + 3 1 8 4 2 1 5 0 4 0 3 - E i n f o @ k r o f t m a n .nl - I w w w.k r o f t m a n .nl PROJECT:

DESCRIPTION:

SHEET:

PROJECTNR:

Kroftman steel building E509 DETAILS E509D

FORMAT:

DRAWING SCALE:

A3

1:100, 1:1

E509-300

DATE:

DRAWN BY:

2011-03-11

J. van Dijk

9.098 25

9.048

25

25

D

25

D

D

D

D

D

D

D

D

300

D

D

25

D

01c 1

300

D

152

D

152

1.546

1.071

2.775

D

9.348 D

300

8.748

300

5.600

REAR SIDE

1.077

5.850

5.250

3.020

5.600 2

773

FRONT SIDE

5.250

5.850

Section

D

150 2.775

1.850

D D

44 1.173

152

300 152

152

1.508

1.204

152

152

1.508

1.204

D

1.508

1.204

25

152

D

152

D

1.508

1.204

D

152

D

152

D

1.508

1.204

D

152

D

152

D

1.204

D

D

D

25

152

25

D

D

90 3

300

25

152

25

1.508

50

G

F

E

D

C

B

A

800

150

01c

150

MKT B12-85-100/180ev L = 180 mm

150

150 300

300

8.748

300

9.348

Section length

33 Anchors D = anchor type MKT B12-85-100/180ev, L= 150mm

DESCRIPTION:

SHEET:

01c INSTRUCTION FOUNDATION: SEE STATIC CALCULATION INGENIEURBURÖ FRANK BLASEK (BÜREN), PROJECTNR. 1033N-13EC

Foundation with slab, anchor plan type 2

E509E

P .O . B o x 1 5 8

TYPE:

E509-300

Format:

A3

The Netherlands

Drawing scale:

1:50, 1:10

T +31 26 700 9 700

Date:

14-7-2016

F +31 84 8672 412

Drawn by:

J. van Dijk

E s a l e s @ k r o f t m a n .nl

All dimensions are in milimeters GSPublisherVersion 75.0.30.100

K r o f t m a n S t r u c t u r e s B .V . 6900AD Zevenaar

I w w w .k r o f t m a n .nl

CONNECTIONS: SEE SHEET E509D

358

358

71

71 ø13

700

*3 frame

50* 50

355

*3 ø13

25*25*2

25

223

ø13

22

350

50* 50

22

350

frame

47

25

steel 6 mm

30

72

ø9

56

109

30 56

108

108

CONNECTION A

ø13

305

9 55

438

steel 6 mm

22 ø13

25

100

*3

30

40

25

50

20 ø9

frame 50*50*3

50

20

frame 25*25*2

47 ø9

47

ø9 25

22

50* 50

47

frame

50

*3

12°

50* 50

72

3

frame

ø13

109

ø13 ø13

30

steel 4 mm

CONNECTION C

CONNECTION F ALL DIMENSIONS ARE IN MILIMETERS K r o f t m a n S t r u c t u r e s B .V . - P .O . B o x 1 5 8 - 6 9 0 0 A D Z e v e n a a r - T h e N e t h e r l a n d s T + 3 1 8 5 0 0 2 0 1 5 1 - F + 3 1 8 4 2 1 5 0 4 0 3 - E i n f o @ k r o f t m a n .nl - I w w w.k r o f t m a n .nl PROJECT:

DESCRIPTION:

SHEET:

PROJECTNR:

Kroftman steel building E509 Fabrication drawings for connecting steel plates

E509F E509-300

FORMAT:

DRAWING SCALE:

A3

1:5

DATE:

DRAWN BY:

2011-03-11

J. van Dijk