Detail - Figure 01 PAGE 70

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 24

concrete ceiling

Auxiliary bearing for concrete filling and accurate construction

E 01

E 04

E 01

to screw in concrete

and ICF block

steel support

47

05

00

50

06

00

23

02

.5

23

00

10

2.5500

Ø13

50 2 900

100 700 100

62

55

01

57

55

0

U 40 x 10

� 50 x 50

� 50 x 50

Detail - Figure 02 PAGE 71

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 24

Steel scaffold for accurate construction and concrete filling

75

0110

pavement

isolation

foundation

concrete ceilingE 04

E 01

ground level

Ø12

Ø12 vertically (steel bars)

Detail - Figure 03

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 25

starterbars and standard reinforcement (celler wall)

(must be in accordance with static engineer)

PAGE 72

Ø8 horizontal (steel bars)

2x Ø12

E 01

E 01

90

600

Ø6

2x

cut out the ICF block

Detail - Figure 04 PAGE 73

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 26

Corner joint of outer walls

AA

55

14

05

5

25

0

25

0

cut out the ICF block

2x Ø6

E 01

E 01

A - A

N 11A+B

2x Ø10

2x Ø10

E 01

Detail - Figure 05 PAGE 74

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 27

Joint of outer wall with normal bricks (inner wall)

cut out the EPS from ICF block

600

12

0

Ø6

E 01- cut out the EPS after concrete filling

- before filling put the hollow punch in all rows (every 25cm)

Alternative:

steel bar is placed in each motar joint before concrete filling

brick joint

brick joint

250 (outer wall)

250 (outer wall)

24

0 (

inn

er w

all)

24

0 (

inn

er w

all)

2x Ø10

1x Ø10

50

0

Ø 6

2x

500

E 09

15

0

cut out EPS from both ICF blocks

(E 01 element + E 09 element)

Detail - Figure 06 PAGE 75

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 28

Joint of outer wall with 15cm inner wall elements

250 (outer wall)

(inn

er w

all)

E 01

E 01

25

0

250 250

A - A

A A

25

0

2x10

0

250

steel bars depend of the local static

E 01

8x Ø10

500

E 01

N 11A

N 11B

N 11A+B

concrete

cut out the EPS from ICF block (2x)

Detail - Figure 07 PAGE 76

VARIANT-HAUS

All dimensions are given in mm

Reinforcement of a pilaster

(must be in accordance with static engineer)

ANNEX: 29

N 11A+B

50

0

remove EPS from ICF block at the top

and bottom edges to the ties leve

250 250

A - A

A A

250 250

25

0

2x25

0

370

steel bars depend of the local static

concrete

(4x)

Detail - Figure 08 PAGE 77

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 30

Reinforcement of a pilaster

(must be in accordance with static engineer)

16x Ø10

N 11A+B E 01E 01

50

15

05

0

250

25

0

5015050

250 250 250 250

Detail - Figure 09 PAGE 78

VARIANT-HAUS

All dimensions are given in mm

Detail 25cm block E 01

Outside corner for 25cm wall

ANNEX: 31

250 250 2502

50

25

02

50

25

0

25

02

50

25

0

50

15

01

50

350

35

0

50150150

N 20

FIRST LAYER

SECOND LAYER

25

02

50

25

02

50

35

0

100 250 250 250

10

02

50

25

02

50

350 250 250 250

HCE 3 N 20N 11A+B

cut out the ICF block

Detail - Figure 10 PAGE 79

VARIANT-HAUS

All dimensions are given in mm

Detail 35cm block N 20

Outside corner for 35cm wall

ANNEX: 32

N 11A+BHCE 3

cut out the ICF block

N 20

N 20

FIRST LAYER

SECOND LAYER

Detail - Figure 11 PAGE 80

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 33

Detail 35cm block N 20

Inside corner for 35cm wall

35

09

00

50 150 150

350

12

50

E 01

50

15

01

50

35

0

1250

350 900

N 20

N 20

25

01

00

250 100

N 11A+B N 20

cut out the ICF block

HCE 3

N 11A+B E 01 N 20

HCE 3

cut out the ICF block

Detail - Figure 12 PAGE 81

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 34

Detail 45cm block N 30

Outside corner for 45cm wall

100 100 250 250 250

25

02

50

45

0

50

15

02

50

450

45

0

50150250

10

01

00

25

02

50

25

0

450 250 250

N 30

FIRST LAYER

SECOND LAYER

2x HCE 3 N 11A+B N 30

cut out the ICF block

N 30

2x HCE 3 N 11A+B N 30

cut out the ICF block

FIRST LAYER

SECOND LAYER

Detail - Figure 13 PAGE 82

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 35

Detail 45cm block N 30

Inside corner for 45cm wall

45

08

00

250 100 100

50 150 250

450

12

50

2x HCE 3

E 01

25

01

00

10

0

50

15

02

50

45

0

1250

N 11A+B

450 800

cut out the ICF block

N 30

N 11A+B N 30

cut out the ICF block

2x HCE 3

E 01 N 30

N 30

15

0

250 (outer wall)

(inn

er w

all)

Detail - Figure 14 PAGE 83

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 36

25cm bearing wall (E 01) with 15cm non-load bearing wall (E 09)

- Bonding -

40

70

40

50 150 50

15

0

250 (outer wall)

(inn

er w

all)40

70

40

50 150 50

FIRST LAYER

SECOND LAYER

cut out EPS from both ICF blocks ~7cm

(E 01 element + E 09 element)

E 09

E 01

E 01

cut out EPS from both ICF blocks

(E 01 element + E 09 element)

E 09

Detail - Figure 15 PAGE 84

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 37

35cm bearing wall (N 20) with 25cm bearing wall (E 01)

- Bonding -

SECOND LAYER

FIRST LAYER

150 150 50

350 (outer wall)

50

15

05

0 25

0 (

inn

er w

all)

50

15

05

0 25

0 (

inn

er w

all)

N 20

cut out EPS from ICF block (N 20)

E 01

N 20

HCE 3

N 11A+B

N 20

cut out EPS from ICF block (E 01) E 01

SECOND LAYER

FIRST LAYER

250 150 50

450 (outer wall)

50

15

05

0 25

0 (

inn

er w

all)

50

15

05

0 25

0 (

inn

er w

all)

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 38

45cm bearing wall (N 30) with 25cm bearing wall (E 01)

- Bonding -

Detail - Figure 16 PAGE 85

N 30

cut out EPS from ICF block (N 30)

E 01

N 30

2x HCE 3

N 11A+B

N 30

cut out EPS from ICF block (E 01) E 01

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 39

Detail - Figure 17 PAGE 86

Door openings with element E 03

A A

B

Closing elements N 11A+B / N 12 in each layer

50 Opening B 50

A A

Cut out the EPS on the bottom (right & left)

- before concrete filling you must bearing the lintel element E 03

- reinforcement (steelbars or steel beams) must be in accordance with static engineer

N 11A+B / N 12

25

02

50

25

02

50

25

02

50

25

02

50

25

02

50

52

00

LR

M =

2,5

5m

lintel block E 03 / N 23

E 01 / N 20

E 05 + concrete ceiling (inner wall)

E 04 / N22 (outer wall)

E 03

N 23

E 01

N 20

E 01

N 20

A A

B

50 Opening B 50

A AN 11A+B / N 12

Detail - Figure 18 PAGE 87

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 40

Window openings with elements E 03, N 23

Closing elements N 11A+B / N 12 in each layer

lintel block E 03 / N 23

ceiling element E 04 / N 22

E 01 / N 20

- before concrete filling you must bearing all lintel elements

- reinforcement (steelbars or steel beams) must be in accordance with static engineer

LR

M =

2,5

5m

25

02

50

25

02

50

25

02

50

25

02

50

25

02

50

52

00

E 03 / N 23

E 01 / N 20

Cut out the EPS on the bottom (right & left) E 03 / N 23

E 01 / N 20

concrete ceiling

E 03

E 01

concrete ceiling

250

E 04

(N 22)

E 03

(N 23)2

00

50

25

02

50

25

0

25

0

250 (350 / 450)

(outer wall) (inner wall)

Detail - Figure 19 PAGE 88

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 41

Detail lintel and ceiling element

E 05

N 11B

N 11A

E 01

N 11A

N 11B

Detail - Figure 20 PAGE 89

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 42

System sectional drawing

25cm wall, 35cm wall, 45cm wall

E 01

E 03

concrete ceiling

N 20

N 23

N 22E 04

E 01 N 20

concrete ceiling

250 350

concrete ceiling

450

N 30

N 30

N 22

2x HCE 3

N 23

250 350 450

Detail - Figure 21 PAGE 90

VARIANT-HAUS

All dimensions are given in mm

ANNEX: 43

Windows fixing details

25cm wall, 35cm wall, 45cm wall

25

02

50

25

0

25

02

50

25

0

E 03 N 23

HCE 3

N 23 25

02

50

25

04

50

35

02

50

E 01

N 20

N 30

(cut 5cm after concrete filling)

HCE 1

Detail Passive house

N 11A+B / N12

N 11A+B / N12

N 11A+B / N12