R50a-LP5-2019009_UG Rohbau Teil a.pdf

Estrich, Verbundabdichtung und Fliesenarbeiten für Neubau Familienbad

Extrahierter Dokumenttext · Stand: 15.09.2026, 11:48 (Europe/Berlin)

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13 1 2 3 4 5 6 7 8 9 14 10

41,575

J

V V

1 Z 2 u 0 g 0 s x c 8 h 0 a 0 c h m t m N O iv K ea S u c G ha e c lä h n t d = e

I

U

215

WD - S Ø=225 N A N c = h s 1 e 0 = 4 , - 6 9 4 6 0 0 m OKFFB EG

J

Legende

N

OKFF EG ± 0.00 = 105,60 ü.NN

Verbindung zu Maßangabe ab OKFF Technik UG über OKFF EG= +0.00 Leerrohre unter Bodenplatte OKFF UG= -3.20 4x DN 110 OKFF OG= +3.90

Die Höhenangabe wird in dieser Weise T 1,00 dargestellt und ab der Oberkante des 2,00 fertigen Fußbodens gemessen.

H

A Ø W c = h D 2 s 2 e - 5 = S OKRFB 2156 U B W K /H = D = O - 7 K 0 L R 0 F /3 B 0 0 2425 E U 4 K x W W D D = Ø 1 6 1 0 5 0 0 mm OKRF I M T n r a n a u e g e n e r w n w d a e e n r d W k , , a H d n o = d c 1 , h 7 S l 5 o t m a c h h m l z b ie e g to e n l , S 222 122 1 1 4 1 5 1 6 U 7 B W K /H = D = O - 3 K 5 L R 5 F /1 B 2 5 2705 1 1, 0 1 1 5 2, 1 3 5 7 1 3 15 1 5 U B W K /H = D = O U B - 4 W K K / 4 L H R = D 5 = O F / 2 - 3 B K 2 5 L R 5 2 5 3 F /1 4 B 2 3 5 2705 U B W K /H = D = O - 3 K 5 L R 5 F /1 B 2 5 2705 U B W K /H = D = O - 5 K 0 L R 0 F /3 B 0 0 2425 U B W K /H = D = O - 3 K 5 L R 5 F /1 B 2 5 2705 A Ø W c = h D 2 s 0 e - 0 = S OKRFB 2370 E U 6 K x W W D D = Ø 1 6 1 0 5 0 0 mm OKRF E U 6 K x W W D D = Ø 1 6 1 0 5 0 0 mm A Ø W c O = h D 2 s K 2 e - 5 = R S OK F RFB 1905 I d F ( H ( H B R R = e E E D o o I I 2 u c l 3 6 z 5 e h 0 0 b 0 r o o f B i e d d h m n e e u e o r r d m e m d E E e I I r e r 3 6 m h o n 0 0 o d e ) ) d e d e m u n e r r d m r c 3 e S h 0 e W b t 0 n ü m r d a t u e z n m c e d W h and 1 1 2 3 3 2 U B W K /H = D = O - 3 K 5 L R 5 F /1 B 2 5 2705 A Ø W c = h D 2 s 2 e - 5 = S OKRFB 1935 DD Deckendurchbruch 4 6, 0 R D BD Runde Bodendurchbruch 11 2 K G 023 9 10 8 7 6 5 T 0 1/ 1 7 St g 1 8 8, 2/ B D /H D = - 1 L 440/430 2, A 0 Ø W c 5 = h D 2 s 0 e - 0 = L OKRFB 2300 A Ø W c = h D 2 s 0 e - 0 = L OKRFB 2300 W E D 5 0 0/ 1 5 0 U K W D = - 4 5 0 m m U 16 2 8 ,1 8 3 5 5 39 E U W K D Ø W W = D 2 4 D U 0 B - 0 W 0 K / S = H 0 = D = O / - - 1 3 K 4 5 K R 5 0 5 F / 0 1 c B 0 m 0 27 3 U 0 KRD A Ø W c = h D 1 s 5 e - 0 = S OKRFB 2553 E U 4 K x W W D D = Ø 1 3 1 0 5 0 0 cm OKRF B W S D B W o a d n e d n d s u c r h c l h it b z ruch R K01 1 0 2 2 3 4a 2 25 U B W K /H = D = O - 1 K 3 K R 0 F /3 B 2 5 24 E 45 DD 300 x 150mm B D /H D = - 9 H 3 0 & /4 S 00 30 Ø D = D 3 0 - 0 L 32 U B W K /H = D = O - 4 K 9 L R 0 F /3 B 0 2 0 24 8 , 2 1 8 5 3 5 5 995 U B W K /H = D = O 6 - 1 K 0 5 K R 0 F /1 B 0 0 2730 2 8 , A 1 Ø 8 W c 3 = h 5 D 1 s 5 7 e - E 5 = L OKR F D B D 27 4 5 3 U B 0 W K /H 0 = D = O - 1 x K 5 K R 0 2 F /1 1 0 B 0 , 0 0 2 4 7 m 0 30 m 5 2,1 8 3 8 5 5 39 E U W K D W A 4 Ø D W c 0 = h D = 2 s 0 0 e - / 0 = - S 3 A O 4 c 5 K 5 h R 0 s c e F m = B O 2 K U 6 R 1 K 3 FB R 2 D 528 A Ø W c = h D 2 s 0 e - 0 = S OKRFB 2585 E U W K D W 5 D 0 = 0 / - 1 4 5 5 0 0mm UKRD A Ø W c = h D 3 s 0 e - 0 = S OKRFB 2341 A Ø W c = h D 3 s 0 e - 0 = S OKRFB 1500 A Ø W c = h D 1 s 6 e - 5 = S OKRFB 1810 E U 4 K x W W D D = Ø 1 3 1 0 5 0 0 mm OKRF W sie e h it e e r G er r u L n e d it r u is n s g F sv u e n r d la a u m f ent EG -800 mm W K S B R c B o l S a h t u w = = a W K E r H e L z a r T L n n = S d b + s O u W c b h h j r a e l u i s k t n s z t e g p r la te n c u h n n g ik K15 1, 9 7 2, 2 6 3,95 30 E U W K D W 6 D 0 = 0 / - 3 4 5 5 0 0mm UKRD A Ø W c = h D 2 s 0 e - 0 = S OKRFB 2565 A Ø W c = h D 1 s 2 e - 0 = S OKRFB 1810 H Rohbaumaße sind H a A uf h H al ö b h e e Achse 225 F K A 0 Ø W c 3 = h D 1 s A Ø 2 e W - c 5 = = h K D O 1 s 2 ( e K - E 5 = R S i O n F b ( K B E a R i u n 2 F t b 3 e B a 0 il u ) 0 2 t 3 e 0 il) 0 125 6 8 1, 0 4 9 1 2, 2 6 025 U B K W U / B H = W D K O / = H = 8 D K - 0 = O B R 0 - 2 F K ( / 2 R 2 S B R 9 0 i , n U 0 F / n K 5 G e B 0 n & 5 2 a 1 3 b L 9 9 la 6 0 u 5 f) H ⌀ K A = B = 2 O 0 KFF UG +70 U B K W /H = D O = 8 K - 0 B R 0 F ( /4 R B 7 0 i n U 0 6 n G 0 e n 2 a 2 b 8 la 0 uf) 761 H ⌀ W A = = D 1 O 0 KFF UG +2,34 E 3 , U 9 W K 5 D W 6 D 0 = 0 / - 3 4 5 5 0 0mm UKRD H ⌀ W A = 3 = D U1 0 B O K W / 0 H = D O K = 8 K - 0 B F R 0 F ( /2 F R B 9 i n U 0 E n G U e n 8 2 a G 3 b 0 ⌀ 9 la 0 W u U + W f) =2 K D D 1, W 3 0 1 4 D 2 = 5 0 - U B 4 / W K / 3 2 5 H = D 5 = O , 0 - 1 8 1 0 K m 5 K R 8 3 0 F / m 5 1 5 B 0 0 2 U 67 K 0 RD U B W K /H 1 = D = O , - 1 2 K 5 K R 1 0 F /1 B 0 0 2670 2, 8 1 8 3 5 5 17 30 65 E U W K D W 1 D 2 = 5 0 -4 / 3 4 5 , 0 3 0 0 0 mm UKRD 30 3,95 30 3,95 E DD 500 x 200mm Ø W = D 15 - 0 A E S Ø c W h = s D 2 e 0 - = 0 ( O S F D KR u D F t B t ( e F U 6 r G u r 0 o t 1 t 0 9 h e 1 r 5 r x ) ro 2 h 0 r) 0mm E E UKWD= 1300mm OKRF Z m A F e a b a n c m ß h t g i e z m e s e b s e ic u l t i h e c n n r h g u g e e n e n T g r o s u e l i n n n e d r d h a e e d n t r . i z e a F e n D ü n z r e u u L t z n e a i T e d i e l e r - h r e c o e u x h h V n a n n r e . k e 9 i d k r x t b u e B i D n n is t d N e t u r r o 1 n B 1 g E o 0 G z d u e ü n b p e la r tte HA=OKFF UG +2,34 30 Achse=OKRFB UG 1915 UKWD= 1300mm OKRF WD Q 763 764

⌀ =20

2,235

4,10 226 U B K W /H = D O = 8 K - 0 B R 0 F ( /4 R B 0 i n U 0 n G e n 2 a 2 b 8 la 0 uf) HA=OKFF UG +70 H ⌀ W A = = D 1 O 0 KFF UG +2,34 H ⌀ W A = = D 1 O 0 KFF UG +2 U B K , W / 3 H = D O = 4 8 K - 0 B R 0 F ( / H 2 R B ⌀ 9 i W n U 0 A n G e = n = D 2 a 1 3 b O 9 l 0 a 0 u K f) FF UG +2, A 3 Ø c W h = 4 s D 2 A e Ø 0 c W = - 0 h = - S s 2 D 1 e 0 2 ( F = - 0 7 - u S 8 1 t t 5 O ( e F 3 r K u 3 ro R t t O h e F r r K B ) ro R U h F r G B ) UG B W /H D = 2 - 5 B 0 ( /2 B 5 e 0 ckenentleerung) U B B K / S T = / O H K = F 1 F ,5 U 0 1 / , G 5 1 0 + ,5 0 0/ 1,80 515 A Ø c W h = s D 2 e 0 = - 0 - S 7 1 9 ( , 8 F 4 5 5 u O tte K r R ro F h B r) UG A Ø c W h = s D 2 e 0 - = A 0 Ø O S c W h = K s D 2 R e 0 F - = 0 B O S ( F K U R G u F t 2 B ( t 3 e F U 00 r G u r t o 2 t 3 e h 00 r r r ) ohr) E U 4 K x W W D D = Ø 1 3 1 0 5 0 0 mm OKRF G 762 U B K W /H = D O = 8 K - 0 B R 0 F ( /4 R B 0 i n U 0 n G e n 2 a 2 b 8 la 0 uf) UK=OKRFB UG 390 A Ø c W h = s D 2 1, 5 e 0 0 = - 0 - S 1 2 (F 0 u 0 t t O er K ro R h F r B ) UG Ø W = D 17 - 5 S (Futterrohr) Lee T rr h o e h V k r e e e 4 r x B b u i D i n n s t d N t e r u o r 1 n B E 1 g o 0 G z d u e ü n b p e l r atte E Achse=OKRFB UG 1925

8 4 1, Ø W

D 17

5 S (Futterrohr) Achse=OKRFB UG 2300

P Ø W = D 30 - 0 S (Futterrohr) P Achse=OKRFB UG 2150

B W /H D = 2

5 B 0 ( /2 R 5 e 0 inwasser) 768 F UK=OKRFB UG 390

B W /H D = 2 - 5 B 0 ( /2 R 5 e 0 inwasser Hubplattform) UK=OKRFB UG 390

13 1 2 3 4 5 6 7 E 8 9 10 14

WD - B (Reinwasser) 01,5

573,5

63,2

22,5

514,5

57,4 0 5

5 6 4,

0 5 4,

50

0 3 3 0 Ansicht Bodenplatte 65 4 0 3 3,75 36,25 2,05 175 2,31 175 SiBe 2,10 2,16 m² 4 3 175 K11 3, 1,43 s ol e 3, 2 55 175 1, 5 1 2,61 n K o 175 V K 5 2,00 4, 8 K 7 L 0 ,5 a 8 1 g e m r ² Technik 6 E ,8 L 4 A - m R ² aum 1 75 175 3,455 K09 30 BMZ 30 30 30 1,10 2, 1 3 5 5 1,10 30 1 75 K 2 1 ,2 0 5 m² 1, 5 7 30 5 8 95 75 5, 5 1 2, 2 4 2, 2 e 4 att 2, K B o d e n pl 3 5 4,165 175 K 1 H 1 G 5 a 2 , e 2 u b 7 p ä t m u v d e ² e rt - eilung 1 H G 1 a , e 7 u b 0 p ä t m u v d e ² e rt - eilung V 2,61 K13 175 75 1,225 1 75 30 475 175 1 3,455 25 8 4, 0 WD e 3 H ⌀ A = = 1 O 2 K 5 FF UG +65 d e n pl att o 30 60 2,65 1, 5 3 n si c ht B A

4 2 WD OKFF UG+505 ⌀ =125 1, 0 0 HA=OKFF UG +65 05 9 2,

4 7

OKFF UG+505 6 7 3, 5 0 2, 1 65

OKFF UG+505

4 25 OKFF UG+505 1,

7 6

OKFF UG+505

0 0 1, 25 4 1,

5 B 3 e 8 c ,4 k 3 e n m u ² mgang

K02

4,05 4,25 4,25 4,25 4,25 4,25 4,25 4,55

2,65

22,82 0 3

0 3 95 5 5, 5 2 0 6 2, 0 3 05 8 1, 0 3 0 3

30 30 2,78 30 42

24,515

42 30

4,765

30 30

41,575 53,3

02,1

55

573,5

573

02,1 587 22,5 592 02,1

29,3

83,2

02,1

71,1 2,85 1,20 6,30 1,20 6,30 1,20 6,30 1,20 6,30 1,20 6,30 1,20 25

31 89

1,20

50

2,15

5 1 5, OKFF UG+0 OKFF EG-3,20 5 0 7 5 65 0 8 4 2 0 2 5 8 55 3 55 3 55 2, 2 5 2, 7 9 8 55 1815 42 24 40 35 3 0 2, 0 2, 1, 6 6 75 1 0 1, 3 OKFF EG-1,695 OKFF UG+1,505 4 25 985 4, 1 1 5, 5 65 0 75 18155 1,115 5 1 KKK000111 50 5 1815 65 40 45 4, 1 1 5 4 2, 0 8 3 6 95 35 0 5 5 4 3 0/ 2, 3 0/ 5 U G = - 5 5 2, 4 9 2, 4 65 B S B/ T/ H = 1, 3 U K = O K F F OKFF UG-55 OKFF EG-3,20 6 0 1, 0 9 4 9 5, 8 5 5 4 9 5 KKK111555 OKFF UG+0 6 6 0 2 5 OKFF EG-3,20 1, 7 4 4,19 2,61 1, 5 OKFF UG+0 2 97 1,03 2,00 1, OKFF UG+0 75 4,25 1,03 1 751 75 1 6 5 5, 5 3 KKK000333 25 3 0 3 5 30 3 5 15 15 5, 5 6 7 3 5 3 0 WD 1 75 5 ⌀ =10 55 93 1,59 3 0 HA=OKFF UG +2,34 1 75 7 30 67 3,79 255 5

U G + 1 3,79 41 3, 1 7 K F F 20205 4,14 W D = 1 5 ⌀H A = O 4,045 3 0 2,88 2,275 6, 4 8 30 67 2,21 1,00 10 2,275 9 2 1,135 OKFF UG-1,80 1, 1,135 3,415 1,00 5,20 745 2 1,04 OKFF UG+505 1, 4

2,67 2,275 4,16 1,00 1,58 2,275 2,00 OKFF UG+0 695 9

91 1,20 0 OKFF UG+505 2,275 2,275 4, 8 25

2,00 2,00 1, 0

1,28

766

2,44 75 1 65 1,20 14 1,00 995 8 25 R50a R50b

2, 1,86 2,44 4, 8

1,00 1,39 5,20 30 515 6 05 ⌀ W = D 15

1, 6 65

1,00

HA=OKFF

UG +70 R50c R50d

3,81

2,875

6 7 44 56

2,875

30 65 515 1 1,

6 2

Stadt Pfungstadt

Bauherr

Kirchstraße 12-14, 64319 Pfungstadt

Neubau Familienbad Pfungstadt

Bauvorhaben

Dr.-Horst-Schmidt-Straße 12

64319 Pfungstadt, Deutschland

UG Rohbau Teil a

Darstellungsart

Gemarkung Flur: 10, Flurstück: 1/15 + 30/12

Liegenschaftsnummer

Planer

Architekt

Gez. von

1:50

Maßstab

05.02.2026

Plandatum

Index A 08.01.2026

Projektnr. 2019009-LP5- R50a

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