[Seite 1]

136/Mg

150/Pn

152/Ps

137/Pn

144/Pn - 3 138/Pn .5

8 145/Ps

135/Pn

151/Pn

153/Ps

127/Qr

146/Ps

Qp

139/Pn

Ps

-3 - 3 .9 5 Ac (1 7 .7 0 3 .0 O 0 üK .NF N )F Ac B - 2 .2 5

3 .7 5 - 2 .2 5 1.0% G efälle (Bestand) 1.0% G efälle (Bestand) St

-4 .0 8 -4 .0 8 -4 .0 8 -4 .0 8 -4 .0 8

St - 2

.2 5 2.0% G efälle 2.0% G efälle

3 .7 0 (ca.-5.30) (ca.-4.04) -3 .9 8 -3 .9 8 -3 .9 8 ca.2.00% G efälle

-3 .9 8 ca.2.00% G efälle ca.2.00% G efälle

-3 .9 8

Ac

4 .6 Gefälle 2.0% -4.125 -3.965 Bestand Dachablauf Bestand Dachablauf

3 .7 0 -4 .0 8 Gefälle 0% -4 .1 2 5 -3 .9 6 5 -4 .1 2 5 -3 .9 6 5 - 4 .2 0 -4 - 4 - 4 -4 .1 0 Ps .7.0 .0 8 08 Gefälle 1% Gefälle 2.0%

-4 .1 6 -3 .9 6 5 -4 .1 6 5 -3 .9 6 5 Qp Ps U(1 7 3 .0 0 ü .N N ) - 3 .7 0 R F B - 0, 1 0 F F B ± 0, 0 0 G A A A A A A 3 L 3 L 3 3 L L L 4. 2 L 4. 2 Erdung Erdung C D9 C D9 Stellplatz f. Flaschen manuelle Umschaltung Propan-Tandem MS/-/33/8,3-50 mbar/8,3 -1 nur Lagerung C D9 0

Erdung 0.

L 4. 2 1 Z 0 E 2 6 .0 1

A 0

00.104.00 0

A 2/3

L

2 L

6 0

0 8.1

2 1 22

/3 L 1

A

3 A.2 4 06.1 L 2 A A

2 N

7 Dt A 15 A L

L 7

13 6 .60 - 0 - 4 . 5 0 . 0 . 8 4 8 0 364.166.00 H = 300 m m ü O KF B LT M- Propan 00.104.00 102.104.122 1 0

0 0

2 .1

.1 0

6 4

1 .0

.0 0 0 GO 1 0 0 0 2 .1 .1 0 0 4 4 .0 .0 0 0 102.142.00

0 o 0 9 . / 1 5 04.00 T S r t 0 o e c l 0 lp k

3 .8 2 . e la 1 n (1 7 2 .8 8 ü .N N ) tz 0 s HEA14 c 6 0 hr . a
3 .7 0 1 n 2 (1 7 3 k .0 0 ü .N N ) 2 102.143.00
4 .2 0
4 .0 8 -4.22 -4.08 -4.20 -4.08 -4 .0 8 kle in e S ch w e lle Gefälle 1% -4 .1 0 -4 .1 0 Gefälle 2.0% -4 .0 9 ca.2.5% G efälle -4 .1 0 V K- B alk o n 1. O G ( R K) -3 .9 8

-4 .1 6 5 -4 .0 8 -4 .1 6 -3 .9 6 5 AN AN -4 .2 0 -4 .1 6 -4 .0 9 -3 .9 6 5 AN 0 A 4 ußD s M s ee e e nc t t a rk t a e l e l f k n fs a 1 - to . re 1 (B 6 linddec 0 ke 4 l) 1 4 2 9 9 1. 1 AN AN -4 .1 8 -4 .0 9 AN Lichtschacht? Entwässerung St B T v P d D R K In A d e i r a e u e U e e ä r x H r z n s t c s o E r e e d e R i l h d r i e R t n n v e e : t n e D e a u n n a n i r t r t t s t u m d i p r V m n e c u l s a t – d h r t e t c r e z a n e B h r ß 5 a d d T , U e u u i U 6 e m r 1 n 4 c D 0 a h 2 i , v n a 8 6 a e r 3 m 4 g r D 2 e Ä s s 8 n m a t i d a 3 t r e e ä d m r u D n n t t , s g t a s t P D b a u r e m r s d n o a c t d h s f r r . e t t i m a b D e u d n c r g s t . h t T n a a is d n c j h t a e B r r B ü e h t l rieb Bearbeiter

0 0 R F B

3 .8 2 F F B
3 .7 0 AL 2 Erdung AANN AANN - 4 .2 0 (= 1 7 2 .5
4 .0 8 (= 1 7 2 .6 AANN AANN ca.0.5% G efälle
4 .2 0
4 .0 8 ca.0.5% G efälle

-4 .0 6 Schmutz AN

wasser DN12

1. 1 0 5

1. 0 0 C R S -4 .3 4 5 -4 .0 5 5

AN P

3 T

U

F

U R

2 D

B

m

O 0

K b

C

3 J

: a

h

u

e

R .

m

u

n

ie

d

u

S

n

a

d

n

M

ier

a

u

te

n

r

g

ia

d

l-

e

/G

r I

e

n

o

s

w

tit

i

u

s

t

s

e

g

n

e

s

b

c

ä

h

u

a

d

ft

e

en

,

U D

T

-P

U

RO J

D

EKT

a

r

m

stadt

Ü N N ) Ü N N ) -4 .2 0 -4 .0

8 M

erotsff arneßuAekceD -nettess akllateM 156/Ac -4 .0 21 87 8 R 1.12 AN

-4 -4-4-4-4 .0 .2.0.2.0 8 0809 U - 4. 0 8 ABLUF ZULUF T T (1 7 3 .0 0 ü .N N ) - 3 .7 0 2. 0 4- 2 .1 4 - 2 .0 4 WT D61u,r5a vxi t4 S6cola T DATUM / UNTERSCHRIFT / BAUHERR N - 4 + -4 .2 0 ? -4 .0 8 -4 .2 0 -4 .0 8 AN .4 2 115 DATUM / UNTERSCHRIFT / ENTWURFSVERFASSER OKFFB EG = -3,70 = 173,00 ü.NN 201001 23 2 2 3 5 3 5 5 85 1.19 0 8 4 3 04 1.085 1.4876 50 5 5 7 0 6 40 011501 2.655 Zulu 1 f .8 t 9 50/25 2.655 01 -- - 0. 1 0 + 0. 0 0 WT D61u,r5a vxi t4 S6cola Fliesenspiegel 1.20 x 1.20 m R S -4 .2 2 -4 .0 6 HOCHBAU: A LAN O DS C L HA A FT N SPL D AN S UN C G: HAFTSARCHITEKTEN.

0. 4 5 R F B - 0. 1 0 F F B ± 0. 0 0 -3 .4 2 (1 7 3 .2 8 ü .N -3 .3 2 (1 7 3 .3 8 ü .N -3 .8 2 -3 .3 2 -3 .4 4 -3 .3 2
4 .2 5

M

B

2 2

2 3

2 5 5

3 5

3 3 2 2 3

5 3 3 5

5 5

85 85

04 8 8 3 3 0 8 4 1 5 5

1.62 12 1.62

5 35 5 7 6 0

1 1 1 0 5 0 35 4 .2 0 4 .0 8 Rohbau

-4 .0 8 -4 .0 8 -3 .8 3 -3 .5 8 -3 .3 3 -3 .0 8 -3.33 -3.08 158/Ac

LEISTUNGSPHASE:

A M

St

O

a

d

r

t

t L

p

i

l

n a

an

s n

e

s d

r

t

u

s r

n

a c

d

ß h

In

a e

g

f

e

t 1

n

s 3

i

a

e u

r

c

e

5 h

M

5 it

a

1 e

in

1 k

z

6 t

G

e

m

M n

bH

ainz

Z UL U F T N ) N ) Z UL U F T - 4. 0 8 (= 1 7 2 .6 2 Ü N N )

4 .0 8 T U R 201001 2 3 2 3 2 3 5 5 5 3 85 1.45 83 0 8 4 1 04 50 76 1.225 011501 2.88 Ablu 1. f 8 t 9 50/25 11 2.88 5 01 125 50 1816 - 5 .5 0 AN -4 .2 0 -4 .0 8 1 .6 0 0 /1 .1 0 0 Z u lu ft A GEZ. u : sführungsplan P 1 u LA 4 N n 1 GR 6 g Öß x E 7 : 24 A PLAN b AR s T: teckplan 01 00 0. 1 0. 0 Nordseite -+ Ergänzung/Repartur Kunststeinbelag

2 DA

9 TU

.

0 :

8.2026

1 A

:

1 ST

0 AB

0 :

F

TUD

5 -P

_

3 NN

2 U

0 MM

3 ER

_

L-02_Absteckplan 01 Nordseite

-2-2 .6 0 .6 0

DATEI:

F5_3203_L-02_Absteckplan 01 Nordseite.pdf

-- 22 72,5 00,4

1,03 1,75 95

51,7

00,2

72,7

05,3

72,11

18,01

,9 5

3 5

6,

R 6,50

29,36 5,82 11,10

8 R 6,50

2 2,

14,56 2 ,2 187,8° 9 30,31

192,3° 6 0 2,

29,54 5,03 11,36

9,60

19,40

167,7°

14,56 229,1°

2 °

0, 2 3 3 1 ,5 2 5 2,

4,97 7,45 9,81 4 8 8,49 6,

8 9

9,10 10,18

1,

5,01 2,11

13,72 2,14

3 ,2 1 5

4 ,3

8 ,6

2 0

,0

5 0 9,

6 1 2,35 2 6 1 2, ,7 6

3 ,7 1

,2

2 4 ,4 8 2, 3 5 3, 5 9

4 6 2 1, 9 1

4,97 23,39

4 ,7 7

23,44

R 1,00 5

4 2 ,2

6,89 3,97

6 ,8 1

R 1,00 1 1,

5 3 8, R 1,00 2,99 84

08,81

8,03

06,1

22,51

1 2,201, 9

9 2,

2 ,0

1,97

7,55

9,22

,2 6 1,98

2,01

3 ,8 6

6 ,7

2,31

7,57

2 ,0 6 2 3 2,54 2,

2,14 1,96

3 ,9 3

3 1 4,

6 0

3, 1

4 ,9 8

2 3 6, 2

5,40 7,03 5 ,5 3

1 1 ,9 4

2 ,7 9

5,54

8 6 6,

1,00 3

43 ,7

12,18 4,26

9 9 1,31

5 8 9, 04,21

169,7°

5,05

2,00

9 ,6

3 1,33

5,37 1 ,1 5

6 4 6, 5 ,2

7 3 8 3,16 1,41 8 0 1, 2 ,5 3 0 3 4,

1 ,0 1 5,00

R 1,00

07,5 7

,5

10,08

3 ,0 5

17,02

48,8

1,50

0 3,

90 3,77

03,7

00,2

98,01

3,73 7,44

7,45

1 7

5 7 R 1,00 4 ,4

49 1 6 5,

4 ,1 3,29

0 7,

R 1,00 1 ,2 2

4,78

R 1,00

1,47

1,49

2,49 75 95 1 ,0 7

7,52 1 ,1 4

2 ,0 2 23,1

24,2

23,1

3,31 8 0 1, 4 ,1 6 5 3 3,

1,50 2,51

6 ,0 6

1,48 1,77 1 ,5

2,01 1,15

5 05

01,5

23,1

5,46

99,4

50 1,79 1,96

52,2

59,4

172.97

172.85

172.80

172.91 172.82 172.78

173.02 172.99

173.07 173.04 172.87 172.83

Detail Detail RB RB

Detail

EB 3 172.93

172.95 172.90

BePf 1 45

BeRg 45

172.86

172.88

Detail Detail TB 1 TB 1

D S e K t a 5 il Be 4 V 5 pf Be 4 V 5 pf

172.86 172.91 172.86

BeVpf 45

173.25 173.15

Detail TB 1

Detail KD 173.18

BeVpf TB 1 45 Detail SK 5

173.15 173.25

172.87

Detail SK 5

Detail SK 1

172.87 172.87 172.74 172.79 172.74 172.70

Detail SK 6

BePf 2 65

173.08

Detail SK 6 172.93 BePf 2 Detail 65 BQ 2 Detail SK 1 BePf 1 45

BeRg 173.33 173.19 173.00 -3.70 OKFFB 65

Detail 173.08 173.00 (173.00 ü.NN) 172.87 TB 1

Detail KD 173.00 BQ 2 Detail 173.37 172.98 D R e I t a 2 il 172.87 Detail BQ 2 Detail

TB 2 SK 5 173.00

Detail Detail

173.14 EB 1 BQ 2

Detail EB 4 Detail 172.90 FA 3

172.54 172.57 172.54 172.50

Detail

172.98 172.52 172.52 172.54 172.54 173.60 173.61 BQ 2 Detail 173.06 TB 2 172.50 172.54 172.51

Detail SK 4 BePf 1 Detail 45 KD 172.56 TE Detail BQ 2 Detail

Detail 172.80 172.98 SK 5 EB 2

D E e B t a 5 il D E e B t a 4 il KD 172.58 172.60

172.70 Detail Detail 172.93 172.62 172.65 HA 2

SK 2 BeNPf

172.78 KD 172.83 45 Detail HA 1 172.62 Detail

BQ 2

BeRg 172.88 172.87

172.93 45 D E e B t a 4 il

172.57 KD 172.83 172.79 172.49

Detail RI 2 172.90 BePf 1 45

Detail -4.08 OKFFB EB 1 BePf 1 45 172.88 (172.62 ü.NN) 172.78

Detail Detail HA 1

BQ 2 172.84

172.37 172.87 -3.70 OKFFB 172.64 Detail BQ 2 172.71 (173.00 ü.NN) Detail 172.80 Detail HE KD 172.58

FA 3 172.42 BeNPf 45 KD 172.70 172.51 172.81 Detail 172.57 BQ 2 -3.70 OKFFB Detail 172.85 SK 1 KD 172.54 172.68 (173.00 ü.NN) Detail HA 1 KD 172.46 172.50 Detail FA 1 172.90 172.48 172.74 Detail 172.48 172.82 172.89 HE 172.98 Detail Detail SK 2 BQ 2 Detail KD 172.93 EB 4

-3.80 OKFFB

(172.90 ü.NN) BePf 1 45 172.88 172.83

172.90

KD 172.92 Detail SK 2

172.82 Detail

TR 3

172.90 172.82 BeNPf 45 -3.32 OKFFB Detail 172.89 (173.38 ü.NN) EZ 1 172.85 Detail FA 3

172.78 172.80 173.08 173.15 173.69 Detail TR 1 173.72 7,56 Detail HA 4

Detail 174,00 FA 2 172.98 174,00 BeNPf 45 172.95

Detail 174,30 EB 9 174,15 Detail Detail 172.75

173.78 FA 3 172.95 HA 3 Detail RI 1 172.92 Detail Detail EZ 2 TR 1 1 74.42 D H e A t a 4 il 172.75 172.70 175.15 174.30

175.84 174.80 BRH 172.70 175.71 Detail 174.12 FA 3

172.95 173.00 KD 174.37 174.40

175.00 Detail

EZ 2

Detail KD 173.30

TR 5

176.01 174.47 Detail

HA 4

BRH 175.12 173.64

172.95 172.95

Detail EZ 1

'A

'B

Pinu

C C'

rednätsdarrhaF 5

rednätsdarrhaF 9 mloheinK enho

mloheinK tim

E E'

5 o F (d a v o h n e K a h rra nnd

h e ra

ie

h o lm

s tä

n d e u r s n e h m

b a r)

F F'

7x 120-150 cm 11x 80-120 cm 55x 50-80 cm

1x 120-150 cm

9x 80-120 cm

53x 50-80 cm

%6,2 %5,2 1,4% %0,2

4 ,3

%

1,6%

% 4,3 4,3%

2,5%

1,9%

4,3%

1 ,0 %

2,5% %7,1

%1,2 0,5%

2,6% %6,2

2,6%

7 ,8 %

1 ,8 % %5,2 2,0% 2,0% 2,0%

2,0% 2,0% 2,0%

,1

% 5 2,

% 4 ,2

% 8 ,2