storage building e515 - kroftman.com

GSPublisherVersion 75.0.30.100

STORAGE BUILDING E515

14 -7 -2016

Kro f tman S t ruc tu res B .V .

P .O . Box 1586900AD ZevenaarThe Nether lands

T + 31 26 700 9 700F + 31 84 8672 412

E sales@ kro f tman.nlI www.kro f tman.nl


DESCRIPTION:

Date:

Drawn by:

Drawing scale:

01 (E515-EN)

A3

Building overview

1:100, 1:50

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412

E sales@ kro f tman.nl

I www.kro f tman.nl

1 32

-50

±0

+2.765

+3.370

2.77

5

2.900

38860

38860

38860

3812551

1.050

1.900

metal side panel

metal roof panel

concrete slab

side post

dimensions of roof sheet metal

dimensions of purlins

04

02

01

03

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.

SEE PAGE E509-14-EN

DESIGN 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

11 32

1.50

81.

508

1.50

81.

508

1.50

81.

508

1.50

81.

508

1.50

81.

508

15.1

74

10 08garage door man door

09

11

A

B

D

C

E

G

F

I

H

K

J

A

B

D

C

E

G

F

I

H

K

J

A A

corner post 50x50x4 mm

side post 50x50x4 mm

back vertical 50x50x3 mm


11 32

A

B

D

C

E

G

F

I

H

K

J

A

B

D

C

E

G

F

I

H

K

J

A A

Section A-A

Floor plan Top view

14-7-2016 versie 1

J. van Dijk date 14-08-20

Alle maatvoering is in millimeters


DESCRIPTION:

Date:

Drawn by:

Drawing scale:

02 (E515-EN)

A3

Building overview

1:100

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

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.

SEE PAGE E509-14-EN

DESIGN 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

11 2 3

±0

+2.772

+3.370

5.645

garage door man door

metalside panel

note: dimensions including sheet metal

05

07

10 08 09

KK JJ II HH GG FF EE DD CC BB AA

15.173

3 2 1

2.775 2.775

AA BB CC DD EE FF GG HH II JJ KK

15.174

metal side panel

metal roof panel

transparantroof panel

butyl caulking strip(BC)




02

04

01

Front elevation

Left side elevationBack elevation

Right side elevation

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

03 (E515-EN)

A3

Frame overview

1:100

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

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

15.130

50 1.325 50 2.75050

82501061

508250

50 1.800 50 1.800 50 1.800 50

501.

458

501.

458

501.

458

501.

458

501.

458

501.

458

501.

458

501.

458

501.

458

501.

458

50

5.600

15.1

30

5.600

A A


side post 50x50x4 mm

back vertical 50x50x3 mm


38 86038 860

38 86038 125

3.29

8 4.026

2.70

3

5.700

5.700

rafter 50*50*3 mm

collar tie 25*25*2 mm399

502.

600

648

50 1.325 50 2.750 5082 50

106150 82

50

5.60050

2.126

note: dimensions frame only

50 1.800 50 1.800 50 1.800 50

5.600

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

15.130

11 32

855

1.02

51.

025

1.02

51.

025

1.02

51.

025

1.02

51.

025

1.02

51.

025

1.02

51.

025

1.02

592

5

metal roof panel

transparant roofpanel

-170mmA

B

D

C

E

G

F

I

H

K

J

A

B

D

C

E

G

F

I

H

K

J

A A

rafter 50*50*3 mm

purlins 38*38*1,5 mm


Base rails

Section A-AFront elevation Back elevation

Left side elevation

Roof construction

14-7-2016 versie 1



DESCRIPTION:

Date:

Drawn by:

Drawing scale:

03 (E515-EN)

A3

3D Construction

1:100

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

05 (E515-EN)

A3

3D Construction details

1:2, 1:50

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

no bracket

B4

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

B1

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

1x bolt set 3 (BO-3)

frame connections:2x bolt set 6M8x40 (BO-6)

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

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):

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

SC-B, screw B4,8 x 20 mm self tapping screw->Horizontal door beam connections->Roof purlin/truss connection->End wall vertical/truss connections inner side-> Vertical support to base rail. See detail 11.

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

SC-C, Screw Cpan head screw, 4,8 x25 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-B) = Screw B

= Bolt set 1

= Bracket 5

BO-5, bolt set 5hex bolt M8x35 DIN8.8 + washer + hex nut->Collar tie/collar tie connection

EAB, Expansion Anchor Boltancher bolts 12x180mm galvanized->Foundation anchors

BO-6, bolt set 6hex bolt M8x40 DIN8.8 + washer + hex nut->Vertical support to collar tie connection

SC-A, screw A4,8 x 25 mm self tapping screw, painted + rubber washer-> Steel sheeting

Detail B-2 (outside)

Detail B-1 (inner side)

Detail A

Detail C14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

06 (E515-EN)

A3

3D Construction details

1:2, 1:50

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

end truss

4 x bolt set 2(BO-2)

B2


25x25x2 mm

Foundation anchor(EAB)

3 x (screw B)inner side

3 x

B3

25x25x2 mm

bolt set 3,(BO-3)


B5

40x40x3 mm6x screw B (SC-B)

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):

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

SC-B, screw B4,8 x 20 mm self tapping screw->Horizontal door beam connections->Roof purlin/truss connection->End wall vertical/truss connections inner side-> Vertical support to base rail. See detail 11.

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

SC-C, Screw Cpan head screw, 4,8 x25 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-B) = Screw B

= Bolt set 1

= Bracket 5

BO-5, bolt set 5hex bolt M8x35 DIN8.8 + washer + hex nut->Collar tie/collar tie connection

EAB, Expansion Anchor Boltancher bolts 12x180mm galvanized->Foundation anchors

BO-6, bolt set 6hex bolt M8x40 DIN8.8 + washer + hex nut->Vertical support to collar tie connection

SC-A, screw A4,8 x 25 mm self tapping screw, painted + rubber washer-> Steel sheeting

Detail E

Detail H

Detail G

Detail FDetail D

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

07 (E515-EN)

A3

Detail 01, 10, 11

1:2

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

base rail

horizontal side metal

vertical profile

U-shaped profile

self drilling screw (SC-A)

3 x self drilling screw (SC-B)

-100

±0

+50

125 50

50

150

150 150

300

300 300

600

anchor bolt (EAB)located 127 mm from each post

MKT B12-85-100/180ev

factory drilled 16 mm

concrete slab is optional

concrete slab/footings

(grade)

anchor hold down force 875 kgs. specialinspection is not required for occupancygroup: R-3 and U-1. ES report: ESR-2251

steel reinforcement : seeconstruction rapport

(width including concrete slab)

(width without concrete slab)

300

mm

min

. or t

o fro

st li

ne

base rail downthe length of building

50x50x3 MM STEEL, S355J2

flat washer



butyl caulking strip (BC)

1

end of the concrete slab

optional sheeting ledge


closure strip (foam seal) (FS-2)

275/125 50

275/125

50

corner trim (T3)self drilling screw (SC-A)


50x50x3mmbase rail down

the length of the building

1

A

11 (top view)

01 (front view)

10 (top view)

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

08 (E515-EN)

A3

Detail 02, 03

1:2

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

at front and backfasten eave trim withpan head screw (SC-C)

eave trim (T2)

Roof panel

Transparant roof paneel

roof frame 50*50*3


purlin 38x38x1.5mm

butyl caulking strip (BC)

+2.703

16

28

51

horizontal side metal0.5mm steel, 80 KSI

eave trim (T2)

roof metal,50.8 mm overhang

closure strip (foam seal)(FS-1B)

purlin 38x38x1,5 mm

side post50x50x4 mm

steel, S355J2

16 mm pre-drilled

self drilling hex screw6 mm factory drilled

fram

e 50

*50*

4

steel 6 mm

1

self drilling screw(SC-A)


16

collar tie 25x25x2steel

bracket, steel 4mm, (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

02a

03a (front view)02 (front view)

03 (front view)

self drilling screw (screw B)

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

09 (E515-EN)

A3

Detail 04, 05, 06

1:2

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

3

+3.299

16

125

2.900

102

closure strip (foam seal) (FS-1A)

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

butyl sealant



50


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)14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

10 (E515-EN)

A3

Detail 07, 08, 09, 17A

1:2, 1:5

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

5050

150

+2.650

+2.700

250

25 25

50

door opening frame

j-trim (T5)

angle trim(T6)

garage door



tube 50x50x3(17A)

A

garage doorcentered in opening

door opening frame(jamb)


angle trim(T-6)

self drilling hex screw (SC-A)

j-trim (T-5)

tube 50x50x3 Length 250 mm(17A)

A

self drilling hex screw (SC-A)

j-trim (T-5)

07 (side view)

08 (top view)

09 (top view)

50 50

250

5050

150

tube 50x50x3,h=250 mm

part 17A inner sidegarage door

bracketgarage door

17A front view

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

11 (E515-EN)

A3

Frame parts

1:50

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

2.830 2.830

2.913 1.113

151

2.50

0

390

151

2.50

0

14 15

16

12 12

13 13

2.50

0

250 50

2.830 2.830

2.750 965

2.75

4

2.53

8

150 1.275 2.750 182 1061 182

21

3 4

12

13

17 17 22 23

18 20

13

1 2a 2b

12

17A 17A15

12.

500

5010

12.

894

2.89

42.830 2.830

150 2.650 2.650 150

150 1.700 50 900 900 50 1.700 150

151

2.50

0

89

19 19

11 10

12

1313

12

intermediate truss

front wall

back wall

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

12 (E515-EN)

A3

Frame parts

1:50

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

3.015 1 3.015 1 3.016 1 3.016 1 3.016

915 2.877 3.016 3.016 3.016 2.290

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

U-shaped beamat part 7R

U-shaped beamat part 6




21 21 21

12 12 12 12 12 12 12

4 6 7R

12 12

7R 9

2121

12 12

7R

3.016 1 3.016 1 3.016 1 3.015 1 3.015

2.290 3.016 3.016 3.016 2.877 915

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

U-shaped beamat part 7L



U-shaped beamat part 7L

U-shaped beamat part 7L 7L7L8

21 21 21

12 12 12 12 12 12 12 1212

35

2121

12 12

7L

right wall

left wall

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

13 (E515-EN)

A3

Elevations panel numbering andscrew patterns

1:50, 1:10

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

11 2 3

±0

+2.772

+3.370

5.645

1.430

2.900

1.430

garage door man door

metalside panel

note: dimensions including sheet metal

S7

S7

S7

S7

S7 S7

S7S6

S7

S7 S7

05

07

10 08 09

3 2 1

2.775 2.775

1.950

1.950

1.950

S5 S5 S5

S5 S5S5

S5 S5S5

S5 S5S5

screw pattern wall panelscrew pattern roof panel

Front elevation Back elevation

2 screws each rib

2 screws each rib

1 screw each rib

1 screw each rib

1 screw above each rib

upper screw below rib

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

14 (E515-EN)

A3

Elevations panel numbering andscrew patterns

1:50, 1:10

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

KK JJ II HH GG FF EE DD CC BB AA

15.173

3.080

3.080

3.080

3.080

3.080

S4

S4

S4

S4 S4

S4 S4

S4 S4

S4

S4

S4

S4

S4

S4

AA BB CC DD EE FF GG HH II JJ KK

3.080

3.080

3.080

3.080

3.080

2.900 1.090

900

900

900

15.174

920 9001900

metal side panel

metal roof panel

transparantroof panel





02

04

01

S4

S4

S4

S4 S4

S4 S4

S4 S4

S2 S2S1 S1 S1 S3 S1 S1 S3 S1 S1

S4

S4

S4

S2S3 S1 S1

S4

S4

S4

S2S3 S1 S1

screw pattern wall panel

screw pattern roof panel

Left side elevation


2 screws each rib

2 screws each rib

1 screw each rib

1 screw each rib

1 screw above each rib

upper screw below rib

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

15 (E515-EN)

A3

Anchor plan type 1 (OPTIONGROUND ANCHOR)

1:5, 1:50

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nl

A B D EC G

13

F

2

IH KJA B D EC G

13

F

2

IH KJ

13

21

32

15.130

5.600

25152

1.0713.020

441.173

9025

25 15.080 25

25 1.508 1.508 1.508 1.508 1.508 1.508 1.508 1.508 1.508 1.508 25

25 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 177

5.600

252.775

2.77525

25152

1.5461.077

7731.850

15225

B D EC GF IH KJB D EC GF IH KJ

A

A

AAAAA

AA

AA

AA

A

A A AAAA

A

AA

AA

AA

AA

AA

A

AA

AA

AA

AA

AA

AA

AA

AA

50±0

L =

1100

mm

dept

h an

chor

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

GRADE

BASE RAIL DOWNTHE LENGTH OF BUILDING50x50x3 MM STEEL, S355J2

01a

FRON

T SIDE

REAR SID

E

48 ANCHORS

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

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

16 (E515-EN)

A3

Foundation without slab, anchorplan type 2

1:50, 1:10

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nlINSTRUCTION FOUNDATION: SEE STATIC CALCULATION INGENIEURBURÖ FRANK BLASEK (BÜREN), PROJECTNR. 1033N-13EC

A B D EC G

13

F

2

IH KJA B D EC G

13

F

2

IH KJ

13

21

32

15.130

5.600

25152

1.0713.020

441.173

9025

25 15.080 25

25 15.080 25

25 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 177

5.600

255.550

25

25152

1.5461.850

1.850152

25

6.150

600 14.480 600

15.680

6004.950

600


D

D

DDDDD

DD

DD

DD

D

D D DDDD

D

DD

DD

DD

DD

DD

D

DD

DD

DD

DD

DD

DD

DD

DD

50

300 300

600

800

800

600 14.480 600

15.680

01b

800

6004.950

600

6.150

01b

Section length

Section

FRON

T SIDE

REAR SID

E

48

anchor type Fischer FAZ II 12/50, L= 180mm

Anchors

14-7-2016 versie 1




DESCRIPTION:

Date:

Drawn by:

Drawing scale:

17 (E515-EN)

A3

Foundation with slab, anchor plantype 2

1:10, 1:50

SHEET:

Format:

TYPE: E515


P .O . Box 158

6900AD Zevenaar

The Nether lands

T + 31 26 700 9 700

F + 31 84 8672 412


I www.kro f tman.nlINSTRUCTION FOUNDATION: SEE STATIC CALCULATION INGENIEURBURÖ FRANK BLASEK (BÜREN), PROJECTNR. 1033N-13EC

50

150

150 150

300

MKT B12-85-100/180evL = 180 mm

A B D EC G

13

F

2

IH KJA B D EC G

13

F

2

IH KJ

13

21

32

15.130

5.600

25152

1.0713.020

441.173

9025

25 15.080 25

25 15.080 25

25 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 152 152 1.204 177

5.600

255.550

25

25152

1.5461.850

1.850152

25

6.150

600 14.480 600

15.680

6004.950

600


D

D

DDDDD

DD

DD

DD

D

D D DDDD

D

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

DD

300 14.780 300

15.380

150

01c

3005.250

300

5.850

150

01c

01c

Section length

Section

FRON

T SIDE

REAR SID

E

49

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

Anchors

800

14-7-2016 versie 1



storage building e515 - kroftman.com

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