[Seite 1]
LEGENDE
RH lichte Raumhöhe ü/u UZ über / unter Unterzug
A Raumfläche nach DIN 277 RFb Rohfußboden
BRH Brüstungshöhe FFb Fertigfußboden
(Ausbaumaß ab OKFFB bis OK Fensterbank) RA Rohachse
OK/UK Ober-/Unterkante
UKRD Unterkanterohdecke
DD Deckendurchbruch
1 2 3 4 5 7 8 9 10 11 1122 13 14 15 16 17 18 19 20 21 22 23
6
WD Wanddurchbruch
F
G B D z C
A2
Gesamtmaß 55,81 Gesamtmaß UHD 20cm Abhangdeckekonstr.
lichte Fensteröffnung
Achsen 3,00 3,00 3,00 3,00 3,00 3,00 30 1,00 3,00 3,00 50 3,00 3,00 3,00 3,00 50 3,00 4,50 1,50 1,50 1,50 3,00 3,00 Achsen +8,565 Oberkante Fertigfußboden 0,62
132,715 0,62 Fertigmaß Fassade
A ß a m tm a s e G n e s h c A ( e u d a a b s h s o a F R ) e z tü tS / e e d m n u ä ä W R W W Fa ä ä s n n s d d a e e d e / / S / S F t t ü ü e t t z n z e s e t F e R l r u ä ( r u R e m oh e bau) 3 3 0 0 675 2 2 1 , , , 8 1 8 0 0 4 9 2 0 5 5 2 2 1 , , , 0 7 8 9 5 4 5 9 2 0 5 5 2 1 2 , , 0 , 8 8 9 4 0 5 Böschung 1 9 5 1 2 2 , 6 , 8 0 3 0 9 2 9 3 2 0 , 5 8 5 5 A1 2 2 , 6 , 0 7 3 9 5 5 Z B u re - n u n n o d f e F n ortluft 2 9 5 1 2 2 , 6 0 , 3 8 8 0 5 0 4 3, 15 Ø S- K 20 B 57 2 3, 3 2 , , 9 8 0 5 5 57 7 2, k ti a tS .m e g nt e m a d n u F 15 E 2* L ( T E ) L G eit e u b n ä g u e d n e : einführung 2,85 2,7 Ø Ø R R L L 7 - - 5 A A K K 1 1 1 B B 5 5 = 2 5 1 , 5 7 5 U N K N RD - A2 3 3 0 0 5 5 5 2 3 5 0 SAA Ø R R L- A A K 1 B 5 5 = 1 , 5 8 2 1 , 5 5 9 5 , 2 7 5 U 50 K R N D N Ø R R L- A A K 1 B 5 = 1 2 1 5 5 , 7 U 50 K R N D N Ø R R L- A A K 1 B 5 = 1 2 1 5 5 , 7 U 50 K R N D N Ø R R L- A A K 1 B 5 = 1 2 1 5 5 1 , 7 Ø R R S 2 2 U 5 , - A A 5 4 0 K 2 K 5 0 B R N = 1 D N 2 2 3 7 , 9 1 1 U N K N RD Ø R R S- A A K 2 0 B = 1 2 2 3 7 ,1 9 1 2 U Ø R R L - K N A A K 1 R N B 5 = 1 D 2 1 5 5 , 7 U 50 K R N D N Ø R R L- A A K 1 B 5 K c R ( = 1 F a B A 2 5 e . 1 5 , s F Ø 5 = 9 5 , t 7 e 2 l , c e 1 U 8 5 r 5 a n g 5 0 5 K . w u R N 2 n ä 8 D N g rm 6 v e U or K O R r D t) ß a m tm d S ü a s G e A 2 e t z ü t S / e d d ü n S ä W 2 A Ø S- D 16 D Ø S- 3 D 1 2 0 6 D 5 5 3 5 0 0 2,655 Fertigteil Treppe siehe geso 8 n , d 1 e 9 r 5 ter Plan 7 F , u 27 n 5 d 1 a 3 m ,4 e 4 n 5 t gem. Statik 7 7 6 6 A3 64 7 7 6 6 465 2,90 1 2 7 4 5 4 4 ,2 ,2 3 15 30 Fass W ad ä W e n d ä / e n F d e / e n S s / t ü t S e tz r t ü e ( t R z R o e ä h F u b l m u a r u e e ) e r l u F e t z ü St / e d n ä W e t z ü t S / e e d m n ä u W ä R r ( st e e n / F e u a d b a a s s o h F R ) s e n c h A a ß t m a m e s G A 1,20 B S W B e t e U a s m h - t B a a lb n ß e e d t u t o o n n n g P A Te e b i r b l i a m ru b e b c t h r e u r c d h ämmung RA = 279 UKRD DN150, Verlegetiefe (Achse)= RA = 15 UKRD - A2 -108b Mauerwerk Fundament neu 0 5 ,1 Fensterkon V t e a r k d te u , n k K l o u B p n l R p g e l , a n u 3 1 9 , s f d n f c s s g 2 ,1 7 h t c o i m h e r u e n it t e z V n e g r e d f u ü n h k rt lun 0 5 ,1 gsanla Ø Ø g H H e - - 6 6 D D D D Fensterkon V t e a r k d te u , n k K l o u B p n l p g R e l , a n u 3 1 9 , s f n d f c s g s h 2 1, 7 t c o i m h e r u n e it t e z V n e g r e d f u ü n h k rt lungsanlag Ø Ø H H e - - 6 6 D D D D Fensterkon V t e a r k d te u , n k K l o u B p n l p g R e l , a n u 3 1 9 , s f n d f c s g s h 2 1, 7 t c o i m h e r u n e it t e z V n e g r e d f u ü n h k rt lungsanlage Ø Ø H H - - 6 6 D D D D Bl R e a n 1, 9 3 f d fs s 0, 5 2 t c o h r u e tz Ø H Ø H - 6 D - 6 D D D Bl R e a n 1, 9 3 f d fs s 0, 5 2 t c o h r u e tz Ø R R L- A A K 1 B 5 = 1 2 3 5 3 , 5 U 70 K R N D N Ø Ø H H - - 6 6 D D D D Bl R e a n 1, 9 3 f d fs s 0, 5 2 t c o h r u e tz Ø Ø H H - - 6 6 D D D D Ø R R S- A A K 1 R 6 B = 1 A 2 2 3 0 1 , 6 8 2 4 3 U 2 ,1 K N 1 R 5 N D NN 2,58 Ø R R S- A A K 2 0 B = 1 2 2 3 7 ,1 9 1 5 U K N R N D -0,80m OK Gelände (-2.70m 1, 9 3 U 0, 5 2 KRD)R Ø A 0 1 ,1 2 5 5 H ,7 - 5 D D NN H-DD Ø0,15 O K 2 U 0 - K K W / D = 1 1 2 0 0 5 ,7 U 9 K 9 R N D N F F R N F B F F B : : B : : - - 3 1 1 E , , 9 , s 2 4 7 t 9 4 r i 5 m 5 ch 2 W OK D W (E D ) = 4 U 0x K 2 R 0 D SiBe Ø Ø H H - - 6 6 D D D D Ø H- 6 DD Ø H- 6 DD 5 Ø R R S- A A K 2 0 B = 1 2 3 3 0 ,1 6 1 1 ,8 3 U 6 K N R N D Sitznische 1 16 7 / S 30 tg. Hohlraum verfüllt +1 -0 2 , 4 1 , 5 0 BH 0 0 2 , 6 0 6 0, 2 ,405 BH 0 2 , 6 0 6 0, 2 ,405 Trockenbau Fundament bestand
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ß a m tm a s e G n e s h c A ( e u d a a b s h s o a F R ) e z tü tS / e d n ä ä W R EINFÜGEPUNKT Bl R e a n f d fs s t c o h r u e tz Bl R e a n f d fs s t c o h r u e tz Bl R e a n f d fs s t c o h r u e tz Bl R e a n f d fs s t c o h r u e tz Bl R e a n f d fs s t c o h r u e tz Bl R e a n f d fs s t c o h r u e tz Bl R e a n f d fs s t c o h r u e tz Bl R e a n f d fs s t c o h r u e tz u n g 50 9 Ø Ø H H - - 6 6 D D D D 5 2 1 O 2 U , H 0 0 - K K 4 W / = 1 D 1 5 1 ,0 2 0 U 2 5 8 K ,5 2 R 2 , U 7 D 0 K 8 N R N D S P t o ü s tz : e S n 7 - H U E -A A 3 120 U Po n s te : r U zu 3 4 3 g , - , 2 U 0 H 3 5 - 5 E A A 3 B F a a 1 l 6 u l 0 z 2 e g it e ig m e ä A ß b S st t ü a t t z ik ung S P t o ØØ R R R R HH ü S s t -- A A A A - z : KK 11 K e S 44 BB == 11 B n 7 22 88 - H 55 U E ,, UU 88 -A A 11 KK 3 99 1 RR 2 NN DD 1 0 , NN 335 55 0, 9 0,15 S P t o ü s tz : e S n 9 - H U E -A A 3 120 F F R N U R F B F F : H B : 1 : B : 6 : : 2 9 - - L 2 8 1 1 ,7 i , 7 , , n 5 2 4 5 , o 1 0 9 4 2 l 5 4 5 e 5 5 u m m m m 2 S P t o ü s tz : e S n 9 - H U E -A A 3 120 0,15 0 9, 5 5 1,3 S P 4 t o ü s tz : e S n 7 - H U E -A A 3 120 B Fa a l u l z 2 e g it e ig m e ä A ß b S st t ü a t t z ik u U P n o n g s te : r U zu 4 3 3 g , - , 2 U 0 H 3 5 - E A A 3 160 S P t o ü s tz : e S n 7 - H U E -A A 3 1 K A U 2 B c K 0 h ( R E s D e ) = Ø -2 5 , c 5 m cm 5 1, 0 1,04 Ø H- 6 DD g n u h c s B ö 5 2 5 9 0 I Au 0 G ft 4 ra r g 3 u g 2 n eb 9 d e r s L c e h i u p l z e ig Riebeckstraße 50, h Ø 10 KB(E) Ø5cm KB(E) Ø5cm s c RA = 10 UKRD Achse=-2,5cm Achse=-2,5cm G B B ö 59 0 2, 4 8 1, 1 1, , 7 9 2 3 5 7 H B 8 H B 8 0 8 2, Ø R R R S- A A A K 1 4 B = 1 1 2 2 3 5 5 3 , , 5 8 U 6 0 6 0 K R N N D N N 0 0, 5 0,15 UKRD Ø R R S- A A K 1 4 B = 1 2 3 5 6 , 5 U 36 K R N U D N KRD 0,15 3 L- 5 D / D 75 0 5, 0 I T P R E - 0 S 1 1 - 2 K 0 B H-KB 8 H B 80 0 2. H B 1 1, ,9 7 3 2 R affst or e 0 8 2, 5 0 9 2, 8 4 1, 0 0 3, A S m ta t d f t ü L r e G ip e z b ig äudemanagement Ø 17 Ø 10 H-DD HH--KKBB HH--KKBB RA = 21 UKRD RA = 5 UKRD B Ø 6 0 5 6, 7 L- 0 D / D 35 Ø S- D 6 D Ø S- D 12 D ØØ R R R R5 3 1, A A A A 11 11 == 11 22 11 55 33 ,, 77 UU 6677 KK RR NN DD NN K A ØØ R R R R B c A A A A h 11 ( E s 44 == 11 e ) 22 = 11 Ø 55 - 33 ,, 5 1 77 c 0 UU 66 m c 77 KK m RR NN DD NN 1 ,3 5 ft u l A b RA 12 Ø 5 R R S , - A A 6 K 1 9 2 B = 1 1 2 N 3 5 7 N , 5 U 25 K R N D N Ø R R H- A A K 1 0 B = 1 R 2 1 A 5 5 , 7 1 U 4 2 5 K 5 R N ,8 D N 45 NN R 2 d = 3 w Ø 2 S H 5 - - W 6 D / D D 37 0 P 4 ra 3 g 1 e 7 r L S e t i r p a z ß ig e 118-136 1 UKRD OK = 15 UKRD UK 125,382 NN J 5 1 BH 1,20 BH 1,20 5 1 0, 5 1 0, 5 1 5 1 Architekt Fachplaner 0,32 0,15 Rückenlehne
KB(E) Ø10cm Achse=-5cm I T P R E - 0 1 1 20 UKRD IP T E R 1 - 2 0 0 1 S-KB Ø 20 S-KB L-DD RA = 285 UKRD ----BBBBeeeessssttttaaaannnndddd---- Ø 10 S-DD S-DD S-DD ----BBBBeeeessssttttaaaannnndddd---- 35 / 70 RA 123,054 NN RA = 10 UKRD B ØØØØ 22220000 RA 125,800 NN Ø 19 Ø 6 Ø 12 ØØØØ 22220000 S-KB V 55 8 2, Ø RA 2 0 = 285 UKRD m L a n RA 123,053 NN
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0 0 0 3 3 3 Rw = 32dB Rw = 32dB Rw = 32dB Rw = 32dB ß a m t d m r N o a s G e A 3 r t e s n e F / e d d r a N o s s a A 3 F Ø Ø H H - - 6 6 D D D D d ro N 3 A e t z ü t S / e d n ä W Ra 3 1 9 , ffs 2 1, 7 tore Ø Ø H H - - 6 6 D D D D 7,35 Ra 3 1 9 , ffs 2 1, 7 tore Ø Ø H H - - 6 6 D D D D T ürst o p p er 3 9 1, 15 8 2, 5 F z Fluc 2 h ,8 t 5 w Ø Ø H H 1 - e - - 2 6 6 D D 1 g 2 D D ,3 ,8 1 4 0 , 5 1 3 9 1, 1 8 2, 5 5 T ürst o p p er Ø Ø H H - - 6 6 D D D D Ra 3 1 9 , ffs 2 1, 7 tore Bö7s,3c5hung Ø Ø H H - - 6 6 D D D D Ra 3 1 9 , ffs 2 1, 7 tore 30 Wände Räume Flure A3 e r l u F e t z ü St / e d n ä W e t z ü t S / e e d m n ä u W ä R r st e e n / F e ) a d V S a s s W D F ( s e n c h A a ß t m a m e s G D a L t e e i i s : tun 0 5 gs 0 - p 2 h A 8 a u s 1 e s 2 f g ü 0 h 0 ru 1 n _ g 5 s _ p A la R n C u _ n 0 g 1UG B 10 la 1 tt 2 nr.: Wände / Stütze Räume 30 2,80 25 2,75 25 2,735 28 2,735 25 2,75 25 2,75 25 2,75 25 3,15 30 5,925 5,925 30 5 30 2,80 25 2,75 25 2,80 15 2,80 25 2,75 25 2,80 30 Wände / Stütze Räume gezeichnet: Datum: Format: Maßstab: