[Seite 1]
B2 AN 1
36,61
22 36,17 22
22 365 35,505 30 22 16 22 365 11,26 365 26 23,46 30 22 16 22 365 4,75 2,01 1,115 2,76 625 365 26 7,735 18 3,275 1,135 3,315 18 7,695 24 22 75 1,40 2,26 12 22 365 3,58 175 3,265 24 4,00 365 42 7,D735I40 9 9 7,725 9 9 7,695 12 22
DN160
22 11,99 34 7,905 7,905 7,905 34
38 Dachüberstand 2.072 2.30 144 1 22 676 22 676 22 2 Streifenfundament Stahlbeton Wärmepumpe S S LxBxH: 1100x220x500 mm 2 2 Kiesbett für Versickerung Kondensat B2.05 B2.06 B B Fläche: 2300x1300mm 1 E WC 2 3 4 5 6 NF: 6,09 m2 NF: 6,73 m2 0 0 3 1 RU: 10,56 m RU: 10,49 m .1 .1 B: Kunstharzb. E-ableitfähig B: Fliesen Dachrand
439,27 OK FFB: ±0,00 OK FFB: ±0,00 Betonpflaster 439,90 439,91
OK RFB: -0,20 OK RFB: -0,20 F 2.06 F 2.07 AT 2.12 2.12.1 2 2 2 2 2 2 2 2 Fallrohr U UK K A R H D D : + : 3 + , 2 3 , 0 90 U UK K A R H D D : + : 3 + , 2 3 , 0 9 0 R BR B H 2 1 , , 0 5 1 5 x75 10x20 R BR B H 2 9 , 0 76x1,40 Fallrohr Fallrohr 2 6 2 7 2 2 L M K K B B W =O D K = F 3 F 3 B 5 + 3136 R R B A 1 1 , , 1 1 3 3 5 5 x x 2 2 , , 2 2 6 6 L M K K B B W =O D K = F 3 F 3 B 5 + 3 S A13 i u c 6ß h e e n rh w e a it n s d leuchte Fallrohr Fallrohr 0 9 90 2 2 2 2 LEGENDE
OKF OBERKANTE FERTIGFUSSBODEN ZIEGELMAUERWERK NACH ANGABE STATIK
2 5 5 5 5 2 A 439,91 5 A 2
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3 3 3 3 5 3 1.765 1 4
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0 ,3 8 ,2 K O W K= D O 1 K 0 F 0 F /1 B 0 + 0 3050 5 4 5 6 B2.06 5 4 0 3 GL24c 16/28 GL24c 18/28 Alu 2 m .12 in .4 ium Wellblech horizontal GL24c 18/28 C24 24/24 UK AHD UNTERKANTE ABGEH. DECKE LEICHTBAUWAND 1 0 ,1 0 7 ,1 5 0 .2 T A 1 B 0 , R 1 x 1 A 0 , R 1 x 0 3 T 200lx1 0 ,1 G D= ru 1 0 8 ,2 n 1 d 0 leit 0 7 ,1 h L u = e n U e g K r s r a R o n D h s r c e h m lus it B s M 2 au . e 0 rk 5 ragen vorse S O h W K en =E D G D OD = 1 r K u 1 0 DF n 1 0 F d 0 / 2 1 l B e 0 0 i + t 0 / u 2 n 30 g 0 s 5 a 0 n sch 4 lu 5 ss 103 1 E O 5 1 .1W K= D + 2 3 1 0 . / 3 1 0 0D m L h 2 = 0 2 0 ,9 lx m OKF h=1,8m OKF E O W K= D + 2 3 0 . / 3 1 0 0 m h B =U 2 KR .0 D 7 E O W K= D + 2 3 0 . / 7 1 0 0 m h 45 = ° 3 m W i O nk K e F l B R NF e 2 m : . 1 is 1 e 1 78,26 m2 2.11.6 h 45 = ° 3 m W i O nk K e F l B R NF e 2 m : . 1 is 2 e 2 76,98 m2 2.12.2 h 45 = ° 3 m W i O nk K e F l B R NF e 2 m : . 1 is 3 e 3 78,26 m2 h=3m OKF U U O K K K U S B R R R U U O N N B T T E E E R R R K K K A A A N N N T T T E E E B U S R T N Ü U T S R E T Z R U Z N R U G O G H R R O O H H B D D E Ä Ä S M M T M M A U U N N N D G G H W A E R IC T H 5 6 1 ,1 5 1 1 5 1 1 ,4 SDD 200/200 9 6 0 1 5 5 6 1 1 1 B D o = d 1 e 6 n 0 ab 3 lau , F 5 f 9 8 0 E W 1 5 3 D 20/10 SDD 200 4 /2 6 00 1 2 5 2 9 ,4 DL T R R B A 2.0 8 8 6 8 8 5 5 x x 3 2 , , 0 8 0 0 DL 500lx W N R B O : F U K e K : : r F k u r F n a B s u t : m h ± a 0 rz ,0 b 0 es 1 c 1 6 h 6 , ic 2 ,4 h 2 5 t 5 u m m ng 2 F 3 0 2.11 h . = 4 4,6m OKF 5 0 0 ,3 R B O U : K U K B : R F e F D to B : n : + s ± 5 te 0 , 3 4 i , n 5 0 3 p , 0 5 i f . l 7 M a 5 s . m ter R B O U : K U K B : R F e F D to B : n : + s ± 5 te 0 , 3 4 i , n 5 0 3 p , 0 8 i f . l 1 M a 5 s . m ter R B O U : K U K B : R F e F D to B : n : + s ± 5 te 0 , 3 4 i , n 5 0 3 p , 0 5 i f . l 7 M a 5 s . m ter 45° Winkel 2.13.2 5 4 2 ,3 5 0 0 ,3 ABKÜ O R K Z B U F NGEN OBERKANTE BRÜSTUNG FERTIG A N B E B U R B U A C U H
DN160
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BY-LNR: 000-31-88550
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OK FFB: ±0,00 9 9 HOCHBAU LV-PLANUNG
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0 H 5 6 3 5 6 3 5 6 3 .2 F B R R B 5 6 3 MASSN.-NR KAP./TITEL DIENSTSTELLE GEZEICHNET BEARBEITET GEZ. AM STAND C C 88550 D 0001 04/00000 STBA AS sv/lf lf - -
2 2 2 2 2 2 2 2 2 2 2 2 2 2 F 2.02/1 F 2.10 2 2 439,90 RB 4,385x1,40 h=4m OKF 2.11.2 RB 3,01x1,40 N BRH 90 4330°9 Win,ke9l 1Sicherheitsleuchte BRH 90 2 Außenwand B W O
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DN160
22 11,99 37 7,875 7,905 7,885 2 34 ARCHITEKT FACHPLANER 22 15 22 365 4,985 24 1,795 24 4,00 365 15 7,475 50 7,405 50 7,475 30 22 22 22 4,385439,76 1,205 265 1,26 1,50 3,01 365 575 7,00 905 7,00439,76 905 7,00 795 1,40 2,30 1,40 5,00 5,00 5,00
B2 AN 3
DN315
DATEI PLANNR./INDEX
3078-R_VgV Forstzentrum Nord_P5_88550_A_GR_00_B2 A 01.03/LV
B2 GR EG 1:50 STAATLICHES BAUAMT AMBERG-SULZBACH
Ausführungsplanung FACHBEREICHSLEITUNG HOCHBAU
Abt. L5 BOR WAGNER BDin BÜCHERL-BEER
DIN A1++ (1350x594)