[Seite 1]

B BT2-A BT2-B BT2-C

Achsmaß 8,75 16,25 25,00 10,00

Gesamtmaß 95,925

9 Rohbau 8,78 2,84 25 4,715 25 4,715 25 2,85 24 3 24 4,72 25 4,715 25 4,715 25 4,72 24 14,865

1,53 24 1,45 24 9 24 Rohbau 8,30 24 15,875 24 3 24 19,625 175 4,86 175 6,70

1,15 465 1,15 67 Öffnungsmaße Rohbau 8,74 2,74 35 4,615 35 4,615 35 2,75 61 4,62 35 4,615 35 4,615 35 4,62 15,475

1,25 365 1,25 53 8,78 13.33 2,84 25 4,715 25 4,715 25 2,85 51 4,72 25 4,715 25 4,715 25 4,72 15,375

2,26 2,26 1,00 1,00 1,00 1,00 1,00 1,00 1,00 1,00

D

RR DN 120 Stb.-Stütze Pos.201 Stb.-Kragstütze Pos.201 Stb.-Kragstütze Pos.201 Stb.-Kragstütze RR DN 120 Pos.201 Stb.-Kragstütze Pos.201 Stb.-Kragstütze RR DN 120 Stb.-Stütze 2

0 RR DN 100

,0 Öffnungsmaße Fassade Pos.201 Stb.-Kragstütze

Drainrinne Drainrinne

57 57 4 4 4 4

AT_I 0.02 AT_I 0.01 6 9 F_II 0.15 2 2

W h A D c H R B h L s S B S e= d 2 = , W h 1 N 9 2 9 U 8 D, A m , 2 K 0 H c = 5 ü L m 0 O xS ,6 K 21 0 R 5 m , D ,20 ü /62 O 0 K ,0 R c D m BD HLS 2 R B 0, S B 0/55 1 N ,0c , A 2 m 5x2,26 5 5 Pos.205 MW-Wand Pos.105 Stb-Ringbalken 5 2 0 3 W h U D K E = L 3 T ,3 3 8 0 m ,0 / ü 2 O 6, K 0 R cm D F R B _ R B I H I 0. 2 2 2 , , 1 8 0 4 5 x1,00 F R B _ R B I H I 0. 4 2 2 , , 0 7 0 1 5 5x1,00 Pos.104 Stb-R F R B i _ R B n I H I g 0. b 4 2 1 , , 9 a 7 0 1 5 lk 5x e 1 n ,00 F R B _ R B I H I 0. 2 2 1 , , 8 8 0 5 5 x1,00 0 4 3 F R B _ R B I H I 0. 4 2 1 , , 7 7 0 2 5 x1,00 A-6039 F R B _ R B I H I 0. 4 2 1 , , 6 7 0 1 5 5x1,00 R BR B H 4 2 , , 7 0 1 5 5x1,00 Druck-luft F R B _ R B I H I 0. 4 2 1 , , 4 7 0 2 5 x1,00 5 8 L II a 0. c 2 k 2 ierraum 5 8

WD HLS 120,0/20,0cm Stb.-Stütze 24,0/24,0

0 0 W h U D K H = L 2 S ,7 1 2 0 2 m 0 0 , ü 0 O /2 K 0, R 0 D cm 0 2 ,1 0 8 h UK=2,61m üOKRD 0 3 Werkbank Werkbank WD ELT 30,0/26,0cm 0 3 N FB G : F B : esc 3 h 5 ic ,1 h 6 tu m ng 2 0 0 ,0 ± 59 1 ,3 ,0 ± Z I 0 u . D 2 g D 0 a W h E n L D U g T K E 1 = LU 5 2 T , , 0 G 7 2 / 0 2 5 0 0 ,1 2 0 m 0 ,0 , 0 / ü 2 c O 0 m , K 0c R m D 15 4 0 2 2 4 , 2 1 W h U D K E = L 2 T ,6 2 1 0 m ,0 / ü 2 O 0, K 0 R cm D 0 4 ,1 W h U D K H = L 3 S ,3 1 8 4 m 0 , ü 0 O /2 K 6, R 0 D cm + D r S u c c h k r l a u u ft bensystemwand h UK=3,38m üOKRD 0 4 1, W h U D K H = L 3 S ,3 1 8 4 m 0 , ü 0 O /2 K 6, R 0 D cm W + 2 e x rk S b c a h n ra k ubensystemwand Werkbank 0 4 1, ff t o s r h a fe G x - k n a r h c W h U D K H = L 3 S ,3 1 8 4 m 0 , ü 0 O /2 K 6, R 0 D cm U R : H : 4,63 2 5 4 - , 1 4 9 ,7 m 8 0 4 1, B I N F I B G 0 u : . F n 1 W h : 0 k U D K e H = L r 3 S , 3 G 1 8 4 m B 0 r , ü 0 e ü O /2 s K 6 n c , R 2 0 h D p c 7 m ic f ,5 h le 5 tu g m n e g 2 1 , 1 4 Po P s. o 1 s 1 P . 2 2 o 0 S s 9 t .1 b M 1 -R 6 W i S n -W t g b b a - a S n

NGF: 19,17 m2 Stb.-Stütze 2s U: 21,625 m C D E

FB: Beschichtung

U R : H : 29 3 , , 3 1 4 3 m m f h h RH: 4,785 - 4,87 B Pos.113 B S T t I b I -Balk B en

W h U D K E = L 0 T ,0 1 0 0 m ,0 / ü 2 O 0, K 0 R cm D 0 1 0 , 0 6 Pos.112 Stb-Ringbalken in U-Schale L L A

Flur 5 5 DD ELT 10,0/10,0cm Pos.150 Stb-Ringbalken Pos.114 Stb-Ringbalken A T I B

I 0.02 N F U R B G : H : : F : L 3 2 i 0 2 0 n , , , o 2 6 6 l 6 0 9 e u m m m m 2 2 1 S T G x 1 6

1 0 4 - A 5 Pos.103 Stb.-Überzug Pos.112 Stb-Ringbalken in U-Schale 58

0 4, f b 53 , 2 7 56 3 3,

5 50 W h U D K E = L 3 T ,4 5 1 0 m ,0 / ü 1 O 5, K 0 R cm D

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2 2

1 1 54 4 53 , 1 1 53 , 1 2 1 0 .0 I I_ T I 5 5 3 3 1 B 1 , R , 2 1 x S b B f Pos.112 4 S , t 8 b 6 -Ringbalken in B L e U A g - U S W h W h e U U c D D T n K K h H H E = = dL L a 3 3 S S , , I l e 8 8 L e 4 4 0 0 6 6 m m D, , 0 0 4 ü ü / / 4 4 O O e6 6 K K , , c0 0 R R c c D D km m en 5 6 6 4 6

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h Achse=4,33m üOKRD h Achse=3,94m üOKRD 1,41 26 125 51 125 125 52 53 4 0 1 fb A D s ä p m h m al u t ng MiWo S Fe ta u n e d r f l o ö hr s t cher D O B K / UK S D O a b c e h rk d a u n rc te h b S r o u h c l h e Pos.100 Dachbinder BSH W h U D K E = L 3 T ,2 5 6 0 m ,0 / ü 1 O 5, K 0 R cm D 0 5 ELT UV 57 1 W h U D K E = L 3 T ,2 5 6 0 m ,0 / ü 1 O 5, K 0 R cm D 5 0 5 235 32 h f f h b fh W f h fe e o u u Cc e e h r r b h fe e e u s m t e G ä m r n L h e d e H n i m g L d S m d e = n 1 d 1,7cm 3g B d ,e e r 3 a m t 0 a n 5. i d l p V s la o c 9 2h r n g u a tz b - en 57 1 1, I O O1 W K K 8 1 / / . 9 U U ..W K K B F C O O In b b n e e e r r n k k Dw a a Da n n n t H t e e dL 3F ( S S 7u d t n 1b = d ,) 1 2B a 2 0 m , r 7 ü c e s m n tu 5t n 9 g ELT dB II e 0 rf . . 0 L 6 uftschalldämmung AW 1... Außenwand GL ELT d=15,0cm NGF: 5,23 m2 II 0.07

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GL ELT d=15,0cm 8 4 f F U B : : 1B6e.0s4c 9 h.2 , ic 1 0h 5 2t 5 6u m ng T S r t e a p tik p v e o n r b g r a e b it e e n n g a50 1 1, e n ä g n e d p e a r s t st, TH 2 AN F uf

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A II 0.01 U: 57,14 m 1 NGF: 233,65 m2 GL E 2 LT ,7 d 2 =1 5 5,0cm 1,135 1,00 175 25 8 p d8 r e ü s5 f e T n ra . A gw lle e r W ks e p r l k a p n lä e n rs e , s s i o n w d i e n u d r e i n n D V u e 2r r ,c b 5h in 5b d r5 u u n ch g s m pl i ä t n d e e n n d g e ü r lt i F g a e c n h S in c g h e a n l- ie u u n r d e B g8ü e 8l w ti5g e h u r n u d n / g o s d p e2 l r ä 5 n d e e n n NGF: 95,60 m2 RH: 4,44-4,67 FB: Beschichtung Pos.207 MW-Wand 2,135 2,e a 1 b rg3 z ä u 5n s z ti e m n m de e n n . A D n e g r a A b u e s n fü . A hr b e w n e d i e c h is u t n v g e e r n p f v li o ch m te D t, a d rg e e n s A te u l f l t t r e a n g s g i e n b d e m r a it u d f e e m tw A a r i 2 g ch e ,i1 t U e3 n k5t s e ti n m migkeiten der Ausführungsunterlagen h A D c D h W E s D e L = T H 2 1 L ,9 0 S 9 ,0 m d 2 /1 = 0 ü 0 2 56 1 0 ,2 2 B O , 8 0 D , K c 0 m H c R m L D 1 S , d 1 =1 3 6 5 ,8cm W h U D 6 1 W h 4 4 1 1 6 6 1 1 4 4 1 1 K A E D = L c 0 H T h 1 , L 0 s 1 9 0 S e W h 0 m = 5 , A dD 0 3 = / c ü , 2 2 1 h f H2 h O 0 5 0L 4 s , K m , 0 S e 5 0 5 4 ,1 R c = c ü d m D 3 m S S S S L L L L H H H H 2 2 2 2 D D D D m m m m , , , , = = = = 4 4 4 4W W W W d d d d 1 c 1 c 1 c 1 c O S LH 8 D m , = 2 W d 1 c = ,0 2 K D D D D R R R R K K K Ke e e e s s s s O O O Oh h h h 5 5 5 5 ü ü ü üc c c c 1 1 1 1 A A A A m m m m , , , , h h h h =3 =3 =3 =3 0 D R K es O h 0 ü c 9 A m , h =2 0 Rm , 1 W h 0 D c 8 ü U D m O K T I N F U R E K = 0 B G : H L HR 3 . T : 0 : , F D 1 1 2 3 L 1 : 6 0 i m 2 8 4 , n ,0 1 , , , o 6 8 3/ ü 1 3 l 0 5 1 O e 0 5 u , K m m m0 m R c2m D 13 54 8 3 , 1 1 56 re h cilg ö m 4 3 1 1 h cu rb h cru D 57 4 W h A D c H h L s S e= d W h 2 = , A D 9 1 c 0 2 H h m ,8 L s c S e ü m = O d 2 K = ,8 1 R 1 2 D m ,8 c ü m OKRD F U R B : H h f : h : 2 B , 5 8 e P , 1 P 0 s o / o 3 c 0 4 s s 9 h . , . 2 6 2 , i 0 c 6 0 4 3 h 5 3 - S t 4 5 M u t , b m W n 8 - g 7 B -W rü a s n tu d n a g b b 1 is , 0 1 0 ,0 m 0 m + 6 7 ,1 9 7 ,1 2 5 ,1 2 5 ,1 A R B D T S B ra _ in I 1 N r I i n , 0 A n 1 e . 3 0 5 - 1 0 x - 2 , 0 0 , , 2 7 0 6 5 P 57 4 os.10 re h cilg ö m 9 S h cu rb h cru D 4 3 1 1 tb-Sturz W h A D c H h L s S in S e= t d b 3 U = ,8 - 1 5 - R 2 S m ,8 i c c n ü m O h g K a b R l D a e l k (w en aag F er e 2 e n . c h s R t t ) W er 4 7 ,2 Pos.200 Stb.-Kragstü P tz ro e F R B fi _ R B l I g H I 0 l . a 6 1 0 , , 1 7 0 s 3 0 - x F 2,5 a 5 ssade 4 7 2, D P ra o i s n . r 2 in 0 n 0 e Stb.-K T B ra O S S gs R e t k ü _ t t I i z I o - e 0 - n - . a 0 lt 1 or inkl. S S c c h h l - u l 0 p u , f p 0 tü f 7 r t ü - r na -0,05 4 7 2, Pos.200 P St r b o . F R B f - _ i R K B l I g H I r 0 a l . a 2 1 0 g , , 2 W h 8 0 s s 5 0 A D - t x c ü F H 2 h , L t s 5 a z S e 5 = e s d 3 = , s 8 1 5 2 a m ,8 d c ü m O e KRD 1 1 2, 3 1 4 2 Stb re h cigl ö m . h cu rb h c ur D -Stütze 2 F . e R ns W te r A A - - 5 60 1 3 03 9 4 7 2, Pos.2 D 00 Stb.-Kragstütze P F R B _ R B r I H o I 0 f . 9 1 i 0 l , , 3 6 0 g 9 0 l x a 2 U R , s 55 - : H F : a 4 s , s P 4 a o 4 7 d s 2 e - .2 , 4 7 00 , 0 6 5 S 7 t m b.-Kragstütze 4 7 2, Drainrinne T B O S R S _ e I k I - t 0 - io - .0 n 2 altor inkl. S S ch - c 0 l h u , p l 0 u ft 7 p ür f t - ü n r - a 0,05 4 7 2, Pos.200 Stb.-Kragstütze P P P o o r s s F R B o . . _ R B 1 1 f I H I i 1 1 l 0 g 2 6 . 4 1 0 l , , 4 S S 7 0 a 2 0 t t s x b b 2 - - - , F 5 R R 5 a i i n n s g g s b b a a a d l l k k e P e e o n n s i i . n n 1 1 U U 1 - - S S S c c tb h h . a a - S B l l e e t a b l . k - e S n tütze 615 26 W h A D P P c H h o o L s s S e s = . . d 2 4 = , 2 5 0 2 3 0 6 3 m , 4 0 c S ü m M O t K b W R - D B -W r 5 5 4 4 , 5 7 2 1 1 üs a t n u d n g a b b i 1 s I R B , T 0 1 S B _ 0 ,0 I m 0 I 1 - - 0 m + , - 1 .0 3 2 5x2,1 W h W h A A D D 3 W h c c H H 5 h h U D L L s s K H S S e e = = = L 4 d d 4 4 S , = = , , 0 3 5 1 2 4 1 1 3 2 2 0 m m m , , , 8 0 2 ü c c / ü ü 2 O m m O O 0 K , K K 2 R c R R D m D D5 3 5 1 1 5 4 2 2 0 1 2 4 4 7 f h h e h r glic ö m 3 h u b c h r urc D 7 62 I R B T S B _ 3 1 6 2 I b p 5 I h A a l 8 - a i u l n - 0 n le v 8 z - in o . u Ö 5 h 0 r w h f x a f a e 3 n lt 2 7 1b i u s e n e , W h n g n 1 A D G G s ( 3 c - V L L H h u O 5 H H L s n B S e L L B d = S S U D 2 A 1 d , T 4 B 2 7 e n = m d d § ,4 r i 3 4 1 r = = v 6 ü 3 1 O 9 8 e 2 2 I H m , s . r 5 5 I 9 8 b 3 s N e t , , c e u 0 i 0 ü ) t G l - m r e . ä m c c n O b t m m u r g ü s K G s e b - r s h R g i P a u h f P e ä D s r n u ö r o w g d m o u h e B s a H e e s r a n l . 3 i n a d s . 2 B u , n t 2 1 e b d h s e 0 r 2 0 e e o r 3 r 5 s g z 4 f t i i a G e 6 S s d M h b r t t e e s G b W n if r - s - e s T B w i - f i s c W a r w e h ü ld a 5 5 4 4 , 5 7 2 1 1 a i a l s d l u n t f u 1 d O n K a g I R B F P b T F b o S B B _ 1 i s s , d I 1 . I e 1 1 8 - 5 s , 1 - 0 1 8 z - m 1 . u 5 5 0 g S x e m + 4 t h 2 b ö 3 , r . i 7 1 - g B e 3 A n a 5 u G lk p s e e f l s a ü c W h n n h h A D 7 o u r c 6 s H u h n 5 s L s n e g S e s g = d . 4 s = ,3 3 - 3 7 m ,0 c ü m OK

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Am Helmshäger Berg 6b BD ELT 10W,0D/1 H0,L0Scm d=14,2cm IT_I 0.04 e Öffnungsmaße Rohbau 6,385 4 4 1,135 2,24 6,73 25 4,715 25 2,85 51 9,69 25 4,715 25 4,72 10,645 nutzer 17489 Greifswald W h A D c H h L s S e= W h d 3 = ,U D 1 1 K 5 7E m= ,L5 I R B3 Tc T ü,2 m SO B3 _ 3 0 Km , I 0 R h 1 d / ü 0 D 1 O A 0, s . 1, 0c K 0 h R 3c 3s m D 5 e x =3 2 ,1 W h , 5 1 A D m 3 3 c H ü h 0 5L O s S e K = d R 3 = D ,1 W h1 5 4A 1D m ,2c 7 H ch ü 5W hm L s O S eA D K = c d R H 3h = , D L s1 1S e5 4 =m ,d2 E h 3 =cR B ,Lü U 1 1m TO5 4 K S B mK4 , = 2 /R 6 0 c ü/ , D m1 -6 2 O-6 0 K , -8 m 1 Rc 3 mD üO 5x KR 2 D ,1 E 3 G 5 24 rn ia n r n D i Rohbau 8,30 2 2 2,26 24 2,55 15,875 3,55 2,55 24 3 24 2,55 19,625 3,55 2,55 175 4,86 175 m D 18 o a 0 b tr 5 e ix 7 ra a R n r e o c r s h t i S t o e t c r k k . t u 1 r 1 g 1 mbh 9,66 51 4 8 Rohbau 9,86 1,76 25 4,715 25 4,715 25 2,85 24 3 24 4,72 25 4,715 25 4,715 25 4,72 24 architekt tel.: 0381 444 31594 0, 865post@matrix-architektur.de

9 ,1 ,1 Gesamtmaß 95,835 A-2204_Indexf

1 1

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2239_A-2204_Index_f_BT II - Grundriss-Teil 1_1_50_260416.pdf