STEEL BUILDING E509 - Kroftman.com · all dimensions are in milimeters ... shall have a minium lap...

2-7-2012

STEEL BUILDING E509

Krof tman St ruc tures B.V . - P .O . Box 158 - 6900AD Zevenaar - The Nether landsT + 31 26 700 9700 - F + 31 84 8672 412 - E s t ructures@ kro f tman.nl - I www.kro f tman.nl

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:

Kroftman steel building E500-series

01 (E509-01-EN) A3

Building overview

J. van Dijk

1:100SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509

ALL DIMENSIONS ARE IN MILIMETERS


±0

+2.772

+3.370

5.645garage door man door

metalside panel

note: dimensions including sheet metal

05

07

10 08 09

-50

±0

+2.765

+3.370

2.77

5

metal side panel

metal roof panel

concrete slab

side post

04

02

01

03

G E D C B AF

9.1425.645

A B C D E GF

9.142

metal side panel

metal roof paneltransparantroof panel

02

04

01

1.50

81.

508

1.50

81.

508

1.50

81.

508

9.14

2

10 08garage door man door

09A

B

D

C

E

G

F

A A

side post 50x50x4 mm

back vertical 50x50x3 mm

corner post 50x50x4 mm

A

B

D

C

E

G

F

A A

Front elevation

Section A-A

Left side elevationBack elevationRight side elevation

Floor plan Top viewDESIGN CRITERIA:STRUCTURE SIZE: 5.60 X 9.10 X 3.30 M FRAME.

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

MATERIALS: SEE SEPARATE PARTS LIST

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 DAYSPER LOCAL CODE.4. PLACE REINFORCEMENTS AT MID THICKNESS FOR SLABS ON THE GROUND.5. ALL SPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USEDIN WALLS, FOOTINGS ,ETC. SHALL HAVE A MINIUM LAP OF 40 DIAMETERS.SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 1.22m APART.

SCREW PATTERNS:SHEET METAL SCREWS:

SELF DRILLING SCREW HEXAGONALDIN 7504-K STEEL / GALVANIZED +PAINTED / NYLON WASHER4,8 MM TREAD, 25 MM LONG,USE MAGNETIC POWERBIT SIZE 8.

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:

DATE: DRAWN BY:

DRAWINGSCALE:


02 (E509-02-EN) A3

Frame overview

J. van Dijk

1:100SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



50 1.325 50 2.75050

13050

96550 130

50

50 1.800 50 1.800 50 1.800 50

501.

458

501.

458

501.

458

501.

458

501.

458

501.

458

50

5.600

9.09

8

5.600

A A

side post 50x50x4 mm

back vertical 50x50x3 mm

corner post 50x50x4 mm

5.700

3.29

8

5.700

4.026

2.70

3

905 905 905 rafter 50*50*3 mm

collar tie 25*25*2 mm

50 1.325 50 2.75050

13050

96550130

50

2.60

064

8

502.

052

399

5.600

note: dimensions frame only

50 1.800 50 1.800 50 1.800 50

5.600

50 1.456 50 1.460 50 1.458 50 1.458 50 1.458 50 1.458 50

9.098

50 1.458 50 1.458 50 1.458 50 1.458 50 1.458 50 1.458 50

9.098

1.02

51.

025

1.02

51.

025

1.02

51.

025

1.02

51.

025

898

metal roof panel

transparant roofpanel

A

B

D

C

E

G

F

A A

rafter 50*50*3 mm

purlins 38*38*1,5 mm

Base rails

Section A-A

Front elevation Back elevation Left side elevationRight side elevation

Roof construction

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


03 (E509-03-EN) A3

3D frame

J. van Dijk

1:100SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



50

1.45850

1.45850

1.45850 1.458

50 1.45850 1.458

50

50130

50965

50

13050

2.750

50

1.325

50

5.600

2.052 9.048

A

B1

C

FD

E

DETAIL DRAWINGS A-G: SEE PAGE 04

G

B2

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


04 (E509-04-EN) A3

3D Construction details

J. van Dijk

1:10SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



B4steel 25x50x3 mm6 x screw C (SC-C)(pan head)

1x bolt set 3 (BO-3)

B1

B6 steel 25x50x3 mm4x screw B (SC-B)

frame connections:4x bolt set 1 (BO-1)(M12 DIN 603 8.8 ZI)

B4

steel 25x50x3 mm6 x screw B (SC-B)

B2

purlin (roof cross profile)38x38x1,5 mm

side post (vertical profile)50x50x4 mm

4 x bolt set 1 (BO-1)

Pre-drill top: 16 mmbottom: 6 mm

- 2 x screw B (SC-B)

rafter (roof profile),50x50x3 mm

B5

40x40x3 mm6x screw B (SC-B)

B3

25x25x2 mmbolt set 3,(BO-3)

2 x bolt set 4(BO-4)

end truss

4 x bolt set 2(BO-2)

B2

Foundation anchor(EAB)

Detail B-2 (outside)

Detail A

Detail B-1 (inner side)

Detail C

Detail D

Detail F

Detail E

Detail G

B5

BO-2, bolt set 2flat head bolt M12x75 DIN8.8 (50mm straight shaft) + washer + hex nut, all galvanized->End truss connections (top and eaves)

BO-1, bolt set 1hex bolt M12x80 DIN8.8 (60mm straight shaft) + washer + hex nut, all galvanized->Intermediate truss connections (top and eaves):

EAB, Expansion Anchor Boltconcrete throughbolts 12x180mm galvanized->Foundation anchors

CONNECTIONS(for blue marked texts: see Kroftman E509 Parts List)

SC-B, screw B5.2x31mm self tapping screw->Vertical support to collar tie connection->Horizontal door beam connections->Roof purlin/truss connection->End wall vertical/truss connections inner side

BO-4, bolt set 4hex bolt M8x75 DIN8.8 + washer + hex nut->Collar tie/truss connection

SC-C, Screw Cpan hat screw, 4x27 mm->End wall vertical/truss connections out side

BO-3, bolt set 3hex bolt M8x75 DIN8.8 + washer + hex nut, + nylon spacers (outside Ø15.9, insideØ8.5 mm, length 10 mm) all galvanized->Collar tie vertical support/truss connection->Collar tie/truss connection

(BO-1)

(SC-A) = Screw A

= Bolt set 1

= Bracket 5

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


05 (E509-05-EN) A3

Detail 01, 10

J. van Dijk

1:2SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



-100

±0

+50

125 50

50

100

150 150

300

150

Hef

WEDGE ANCHOR BOLT (EAB)LOCATED 127mm FROM EACH POST

M12 WEDGE ANCHOR , LENGTH 150 MM

CONCRETE SLAB / FOOTINGS

STEEL REINFORCEMENTGRID

SILICON CAULK 2 PLACES(NOT INCLUDED)

FACTORY DRILLED 16 MM

ANCHOR HOLD DOWN FORCE 875KGS. SPECIAL INSPECTION IS NOTREQUIRED FOR OCCUPANCY GROUP:R-3 AND U-1. ES REPORT: ESR-2251

(grade)

300

MM

MIN

. OR

TO F

ROST

LIN

E

REBAR Ø 13 MM CONT.2 PLACES

BASE RAIL DOWNTHE LENGTH OF BUILDING

50x50x3 MM STEEL, S355J2

FLAT WASHER

HEX NUT

HORIZONTAL SIDE METAL

SELF DRILLING SCREW (SC-A)

1

END OF THE CONCRETE SLAB

OPTIONAL SHEETING LEDGE

CORNER POST 50x50x4 mm

CLOSURE STRIP

50 50

5050

50x50x3mmBASE RAIL DOWN

THE LENGTH OF BUILDING


CORNER TRIM (T3)SELF DRILLING SCREW (SC-A)

1

A

01 (front view)

10 (top view)

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


06 (E509-06-EN) A3

Detail 02, 03

J. van Dijk

1:2SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



+2.703

+2.761

16

28

HORIZONTAL SIDE METAL0.5MM STEEL, 80 KSI

EAVE TRIM (T2)

ROOF METAL,50.8 mm OVERHANG

CLOSURE STRIP

PURLIN 38x38x1,5 mm

SIDE POST50x50x4 mm

STEEL, S355J2

16 MM PRE-DRILLED

SELF DRILLING HEX SCREW6 MM FACTORY DRILLED

PAN HAT SCREW (SC-C)

fram

e 50

*50*

3

steel 6 mm

1

SELF DRILLING SCREW(SC-A)

16

COLLAR TIE 25x25x2STEEL

BRACKET, STEEL 4 MM, (B3)

ROOF METAL0.5MM STEEL, 80 KSI

BOLT SET 3 (BO-3)

16 MM FACTORY DRILLED


PURLIN 38x38x1.5MM

BOLT SET 4 (BO-4)

roof frame 50*50*3

frame 25*25*2

02 (front view)

03 (front view)

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


07 (E509-07-EN) A3

Detail 04, 05, 06

J. van Dijk

1:2SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



3

+3.299

+3.370

16

CLOSURE STRIP

RIDGE CAP (T4)

SELF DRILLING HEX SCREW (SC-B)5 MM FACTORY DRILLED



BRACKET 1 (B1)

frame 50*50*3

25*2

5*2

steel 6 mm

3

frame 50*50*3

PURLIN 38x38x1.5 mm

BUTYLSEALANT



50

HORIZONTALSIDE METAL

GABLE TRIM (T1)

FRONT FRAME

FIRST ROOF PANELAT START FRONT

A

BRACKET 1 or 2(B1 / B2)

STEEL FRAME

BOLT SET 2 (BO-2)-FLAT HEAD BOLT M12X75

-WASHER 12 MM-M12 HEX NUT

OUTSIDE INSIDE

50 6

A

04 (front view)

05 (side view)

06 (side view)

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


08 (E509-08-EN) A3

Detail 07, 08, 09

J. van Dijk

1:2SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



50

+2.650

25 25

50

DOOR OPENING FRAME

J-TRIM (T5)

ANGLE TRIM(T6)

GARAGE DOOR


SELF DRILLINGSCREW (SC-A)

A

GARAGE DOORCENTERED IN OPENING

DOOR OPENING FRAME(JAMB)


ANGLE TRIM(T-6)

PAN HEAD SCREW (SC-C)

SELF DRILLING HEX SCREW (SC-A)

J-TRIM (T-5)

A

DOOR OPENING FRAME

WALK DOORCENTERED IN OPENING


SELF DRILLING HEX SCREW (SC-A)

J-TRIM (T-5)


A

07 (side view)

08 (top view)

09 (top view)

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


09 (E509-09-EN) A3

Frame parts

J. van Dijk

1:50SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



2.913 1.113

390

151

2.50

0

151

2.50

0

2.830 2.830

14 15

16

12 12

13 13

151

2.50

0

150 1.275 2.750 230 965 180

9652.750

2.79

3

2.830 2.830

2.75

4

2.53

8

21

3 4

12

13

17 17 22 23

18 20

13

1 2a 2b

12

5010

12.

894

2.89

4

150 2.650 2.650 150

2.830 2.830

151

2.50

0

151

2.50

0

150 1.700 50 900 900 50 1.700 150

89

19 19

11 10

12

1313

12

3.015 1 3.015 1 3.015

915 2.877 3.016 2.290

50 865 593 50 1.458 50 726 732 50 1.458 50 726 732 50 1.458 50

21 21 21

12 12 12 12 12 12 12

4 6 7 9

2.290 3.016 2.877 915

3.015 1 3.015 1 3.015

50 1.458 50 732 726 50 1.458 50 732 726 50 1.458 50 593 915

3578

21 21 21

12 12 12 12 12 12 12

intermediate truss

front wall

back wall

right wall

left wall

A

B

B

A

C

C

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


20 (E509-20-EN) A3

Suggested foundation plan(see 'general notes')

J. van Dijk

1:50, 1:10SHEET:

PROJECT:

02-12-2011

FORMAT:

PROJECTNR: E509


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 DAYSPER LOCAL CODE.

4. PLACE REINFORCEMENTS AT MID THICKNESS FOR SLABS ON THE GROUND.

5. ALLSPLICES IN CONTINUOUS REINFORCEMENT OR REINFORCING AS USEDIN WALLS, FOOTINGS ,ETC. SHALL HAVE A MINIUM LAP OF 40 DIAMETERS.SPLICES IN ADJACENT BARS SHALL NOT BE LESS THAN 1.22m APART.

6. REQUIRED FOUNDATION DEPTH IS BELOW FROST LINE OR PER LOCAL CODE.

7. CONCRETE FOUNDATION/FLOOR REINFORCEMENTS ARE PER LOCAL CODE.

REQUIRED FOUNDATION/SLAB SIZE

DIMENSIONS ARE OUTSIDE TO OUTSIDE OF SLAB.THE SLAB OUT TO OUT DIMENSIONS MUST BE 100 mm WIDERAND 100 mm LONGER THAN THE TOTAL BUILDINGCONSTRUCTION SIZE (SHEET B)


9.348

5.850

C C

BB

9.348300 8.748 300

400

300

10001

3005.250

3005.850

400300 100

01

100

150 150

150

130

CONCRETE SLAB / FOOTINGS STEELREINFORCEMENT

GRID

300

MM

MIN

.O

R TO

FRO

ST L

INE


Section C-C

Section B

-B

01

FRON

T SIDE

REAR SID

E

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


21 (E509-21-EN) A3

Foundation anchor plan

J. van Dijk

1:5, 1:50SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



50

100

150

±0 125 50

WEDGE ANCHOR BOLTLOCATED 127mm FROM EACH POST

M12 WEDGE ANCHOR , LENGTH 150 MM(EAB)

CONCRETE SLAB / FOOTINGS

STEEL REINFORCEMENTGRID

300

MM

MIN

. OR

TO F

ROST

LIN

E




13

2

9.348

5.482

15266

1.0051.552

1.46844

1.17390

150

150 9.048 150

1.508 1.508 1.508 1.508 1.508 1.508

152 1.204 152 1.356 152 1.356 152 1.356 152 1.356 152 1.356 152

5.850

1502.775

2.775150

150152

1.5461.077

7731.850

152150

152

C C

A B DC E GF

BB

A

A

AAAAA

AA

A

AA

AA

A

A A AAAA

AA

01

REAR SID

E

FRON

T SIDE

A A = location of anchor bolt (EAB), conform detail 01

DESCRIPTION:

DATE: DRAWN BY:

DRAWINGSCALE:


22 (E509-22-EN) A3

Anchor plan (OPTION GROUNDANCHOR)

J. van Dijk

1:5, 1:50SHEET:

PROJECT:

2-7-2012

FORMAT:

PROJECTNR: E509



50±0

L =

dept

h an

chor

+ 1

00 m

m

dept

h an

chor

ground anchor Ø 25 mm (GA)pre-drilling in base profile Ø 30 mm

GRADE



13

2

9.098

5.600

25152

1.0713.020

441.173

9025

25 9.048 25

1.508 1.508 1.508 1.508 1.508 1.508

25 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 25

5.600

252.775

2.77525

25152

1.5461.077

7731.850

15225

A B D EC GF

A

A

AAAAA

AA

AA

AA

A

A A AAAA

A

AA

AA

AA

AA

AA

AA

01a

FRON

T SIDE

REAR SID

E

DEPTH ANCHOR: 1200 MMLENGTH GROUND ANCHOR: 1200 + 100 MM = 1300 MM

A A = location of ground anchor, conform detail 01a

33 ANCHORS

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STEEL BUILDING E509 - Kroftman.com · all dimensions are in milimeters ... shall have a minium lap...

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