DISPOSICIÓN EN PLANTA DE LA ESTRUCTURA DE CIMENTACIÓN: LOSA MACIZA (e=0.75 m) ARRIOSTRADA POR VIGAS DE CIMENTACIÓN EN DOS DIRECCIONES. ESC:1/75 1 2 4 0.85 5 7.38 6 8.30 7 8.30 8 8.30 8.30 ↑ 8.30 9 11 7.38 12 0.85 60.25 4 1 7.70 VC - MC (0.40 x 1.35 m) - - 4. 60m 05/10 14/10 3: 20ww In en e z0an . 1 3 6 h VC - A 0 80m (0.40 x 1.35 06110 161. Toma = . 20 a 24/10 06/10 4. 20 an + VC - MC 20/10 (0.40 x 1.35 m) 24/10 PL-6 (e=0.30 m) C-MC (0.30 X 0.40 m) 2 - + 40 VC - MC . 3 20 a (0.40 x 1.35 m) + 21/105+15 an 30/10 0 14 /10 e1 110 . somaba 4. + 35al e 7 Loan : 20 an + : 14109 20 n 1 E 21109 Eumi C3' (0.60 x 0.60 m) 12/10 I !en 19 110 E 26110 deen C3' (0.60 x 0.60 m) 4 . C1' (0.60 x 0.90 m) VC - A 03110 20 am 6 1818 26 /10 5 - x 1.356m)19/1020an 723/10 2008 26/10 zow 12/10(0.40 aMe en . 1. , 2 Y 3 3 VC 15 - MC M anx 1.35 m) 4 25cm : 15 (0.40 5 5- 200 601M 05/10 12/10 26/09 : C-MC (0.30 x 0.40 m) 23/10 20a 8 10 an 26/10 , . VC - MC (0.40 x 1.35 m) 155 an - . 600 12 Y 20 am 2611015 an 5 - 20 6 118 17 & C-MC' (0.40 X 0.40 m) C-MC' (0.30 x 0.40 m) zzounaen 1 15cm VC - asc (0.30 x 1.35 m) +200 VC - 11 (0.60 x 1.35 m) VC - 12 (0.40 x 1.35 m) VC - 12 (0.40 x 1.35 m) ESCALERA PRESURIZADA VC - D (0.40 x 1.35 m) D 18/09 25109 420a 16/10 5 27/10 ↑ : - 3 25 - C3' (0.60 x 0.60 m) 4 E -> : : Zown 15cm 2 20cm m : 20 16/09 19109 2Seen e C3' (0.60 x 0.60 m) 100C - si E 100 al 4.10 C3' (0.60 x 0.60 m) 1 5.38 3 8.30 4 8.30 5 ~ C1' (0.60 x 0.90 m) VC - A 4.+ 20 an 16/10 - - 5 200 (0.40 x 1.35 m) 27/10 100C 1 , 2'Y 3 602 26 : 4 109 ↳20cha VC - MC (0.40 x 1.35 m) e : + C1' (0.60 x 0.90 m) VC - A 18/10 20an 4 20 a 5 : 28/10 (0.40 x 1.35 m) 1 e 110 28/10 MC Youn (0.40VCx-1.35 m) . 2 15 CM 20109 20 CM 27109 3 25 . am 30/09 PL-6 (e=0.30 m) C-MC' (0.30 x 0.40 m) 8.30 6 C-MC' (0.30 x 0.40 m) C-MC' (0.30 x 0.40 m) 8.30 7 C 3.55 i VC - A (0.40 x 1.35 m) VC - MC (0.40 x 1.35 m) C1' (0.60 x 0.90 m) PL-6 (e=0.30 m) C-MC' (0.40 X 0.40 m) C-MC' (0.30 x 0.40 m) A VC - MC (0.40 x 1.35 m) C-MC' (0.30 x 0.40 m) 1 2.85 3 PL-10 (e=0.30 m) VC - D (0.40 x 1.35 m) (0.40 x 1.35 m) 30/10 161105+20m 10.80 30.70 VC - 10 (0.60 x 1.35 m) VC - 9 (0.60 x 1.35 m) PL-9 (e=0.30 m y e=0.40 m) VC - asc (0.30 x 1.35 m) : PL-6 (e=0.30 m) C-MC' (0.30 x 0.40 m) VC - asc (0.30 x 1.35 m) VC - D MALLA DE Ø3/4" @ 0.20 201m 25cm 3 e n VC - A . 8 PL-8 (e=0.30 m y e=0.40 m) VC - E' (0.30 x 1.35 m) VC - E' (0.30 x 1.35 m) ASCENSOR 4. REFUERZO16109 SUPERIOR: 15(m : . 2 C1' (0.60 xs0.90 m) x 1.35 m) 7 coan 6 17/10 4 03/10 20an 5 11/1020a (0.40 7 23/10 1 E 110 26/10 20 VC - D" (0.30 x 1.35 m) C1 (0.60 x 0.90 m) e 25/09 VC - asc (0.30 x 1.35 m) PL-7 (e=0.40 m) - 18/09 20cm E 0611P ASCENSOR C5 (SECC. VAR.) VC - D (0.40 x 1.35 m) 27/10 17/105'2004 I 16/09 15cm 2 . ! en 25 cm . 60 un REFUERZO SUPERIOR: al 100 MALLA DE Ø3/4" @ 0.20 E PL-7 (e=0.40 m) VC - asc (0.30 x 1.35 m) VC - 9 (0.60 x 1.35 m) vegas . ~Con lae VC - asc (0.30 x 1.35 m) C5 (SECC. VAR.) C2 (0.60 x 1.50 m) 4 19/09 22/09 1 VC - 12 (0.40 x 1.35 m) un te 251m 23/00 3 VC - E (0.40 x 1.35 m) 23/18 - VC - 10 (0.60 x 1.35 m) VC - 8 (0.60 x 1.35 m) /10 an! 20 am 5m 4.10 5 +20 an VC - asc (0.30 x 1.35 m) 28en e 27 + E 23/108 ioan 26/10 18/10 + 200 4. 20 m 20Se en 5 i (0.40 x 1.35 m)17/10 20a 11/102006 m) 15109 15 cm 4- +20 171 18 C2 (0.60 x 1.50 m) : 5 20an VC - 9 (0.60 x 1.35 m) VC - 7 (0.60 x 1.35 m) : 29/09 un . 2 3 = PL-6 (e=0.30 m) C-MC (0.30 x 0.40 m) 13/04 14/09 25cm VC - D REFUERZO INFERIOR: MALLA DE Ø3/4" @ 0.20 PL-6 (e=0.30 m) C-MC (0.30 X 0.40 m) Im 20 im C1 (0.60 x 0.90 m) VC - A (0.40 x 1.35 m) an + 15 <m 20cm . i teamienteesc cow a m) VC - 5 (0.60 x 1.35 m) i . . "No e i 3 - E 619/10724110826/0402110 % 15 2 · E + VC - D (0.40 x 1.35 m) 5 13110coun . & w C7 ((1.20 x 1.35 m) 155d : 2 . PL-7 (e=0.40 m) C3 (0.60 x 0.60 m) au 261 10 S: E 23 Die VC - 12 (0.40 x 1.35 m) 20 un . 23/10 15 un 115cmlae * PL-10 (e=0.40 m) VC - 10 (0.60 x 1.35 m) 2 h=0 MY zoun E PL-10 (e=0.40 m) hasta 1 - C2 (0.60 x 1.50 m) 404110 2011071200241108 % an26/10 : ⑧ (0.40 x 1.35 5 zoun 24/10 18/10 3.55 F VC - 10 (0.60 x 1.35 m) . 7 200m 5 VC - Fb (0.40 x 1.35 m) C1 (0.60 x 0.90 m) VC - E 4 - 100m log, VC - 12 (0.40 x 1.35 m) VC - A (0.40 x 1.35 m) VC - D (0.40 x 1.35 m) + 200 141106 320a N C4 (Φ1.200 m) VC - 3a (1.200 x 1.20 m) VC - 1 (0.40 x 1.35 m) A te 14110 - o REFUERZO INFERIOR: MALLA DE Ø3/4" @ 0.20 VC - 5 (0.60 x 1.35 m) 2.15 26/10 VC - E (0.40 x 1.35 m) 200 5 2311020a 23 20an PL-7 (e=0.40 m) 1 29/09 - I un Hote 100 al 1 Danide - 1 55 am 05110 4 . 25 am LOSA MA CIZA DE CIM am (e=0.60 021 ENTACIÓN m) <M 20 PL-10 (e=0.40 m) VC - 3a (1.200 x 1.20 m) B 10 C2 (0.60 x 1.50 m) Coan C1 (0.60 x 0.90 m) - se : 1 24/10 un * C3 (0.60 x 0.60 m) - VC - 1 (0.40 x 1.35 m) 1.40 . 20cm : 3 20109 25 2 VC - 10 (0.60 x 1.35 m) Somos e 1I 2en e . PL-7 (e=0.40 m) e MV C3 (0.60 x 0.60 m) C 28109 8 VC - 5 (0.60 x 1.35 m) VC - 3a (1.200 x 1.20 m) 243 6 E 2.95 Euroen e e , 3:Sam zu i C5 (SECC. VAR.) . 2 Lastan e 15.95 ham alno en e 2 20 <m 3. (0.60 x 1.50 m) 14109 22109 15 <m . 2 VC - asc (0.30 x 1.35 m) 1 1.00 4.10 cm : 5 PL-5 (e=0.40 m) VC - D (0.40 x 1.35 m) 4.13 VC - 4b (0.60 x 1.35 m) VC - asc (0.30 x 1.35 m) 24302110 E 1 ⑪ 19/09 24/10 I PL-7 (e=0.40 m) - en coun 18 ↳20n = 05 e 20 des . . 220m2 en E 28109 e e M IC8' : & 22109 im 5 VC - E 04/10 . 27/09 325 - - 20 18/09 To C8' (0.60 xint 1.50 m) (0.4021/10826/10 x 1.35 m) 02/10 505/106161107 4 13/09 Is am . 2 E 20cm VC - 4b (0.60 x 1.35 m) VC - 3b (0.40 x 1.35 m) VC - D (0.40 x 1.35 m) D ASCENSOR VC - asc (0.30 x 1.35 m) 1 : cm2310 15 PL-4 (e=0.30 m y e=0.40 m) VC - 4a (1.200 x 1.20 m) ESCALERA PRESURIZADA VC - asc (0.30 x 1.35 m) VC - D" (0.30 x 1.35 m) VC - 4a ((1.20 x 1.35 m) VC - 1 (0.40 x 1.35 m) 3 VC - D' (0.30 x 1.35 m) VC - asc (0.30 x 1.35 m) VC - D' (0.30 x 1.35 m) VC - 3b (0.40 x 1.35 m) VC - D' (0.30 x 1.35 m) 1 15/09 20cm I VC - 9 (0.60 x 1.35 m) 1 I ASCENSOR 10.80 - e . 4 - PL-7 (e=0.40 m) - C5 (SECC. VAR.) 4 VC - 6 (0.60 x 1.35 m) VC - E x 1.35 m) 7.21/10826110 24110826110403/10512/10619110 (0.40 & = /10 : 0 VC - 6 (0.60 x 1.35 m) VC - asc (0.30 x 1.35 m) 26 vieC8 (0.60 x 1.50 m) VC - 5 (0.60 x 1.35 m) VC - asc (0.30 x 1.35 m) i PL-7 (e=0.40 m) VC - 4b (0.60 x 1.35 m) VC - asc (0.30 x 1.35 m) VC - 3b (0.40 x 1.35 m) VC - 1 (0.40 x 1.35 m) VC - 1' (0.30 x 1.35 m) PL-2 (e=0.30 m y e=0.40 m) izo E C8 (0.60 x 1.50 m) C1 (0.60 x 0.90 m) 6.85 E REFUERZO INFERIOR: MALLA DE Ø3/4" @ 0.20 ⑱ 2 . 28an 3 19/09 15cm VC - 9 (0.60 x 1.35 m) VC - E (0.40 x 1.356 m) 514/020m from 201107 trom 404110 200 VC - 5 (0.60 x 1.35 m) De este 1 E i en 21 118 i5 <m 15cm . G 1 VC - 9 (0.60 x 1.35 m) : - . 1 VC - 9 (0.60 x 1.35 m) ! 5 ↳ an REFUERZO SUPERIOR: MALLA DE Ø3/4" @ 0.20 VC - 8 (0.60 x 1.35 m) PL-3 (e=0.40 m) VC - E (0.40 x 1.35 m) 14/09 20 * 19 20c 02110 20 I · - - 27/09 25cm . VC - 8 (0.60 x 1.35 m) <m some 2 en e 3 25 m en e ⑤5un e 3 VC - G (0.60 x 1.35 m) VC - 8 (0.60 x 1.35 m) : 04/10 28De e 4 20 am islot I E C6 (0.60 x 0.90 m) VC - G (0.60 x 1.35 m) VC - 8 (0.60 x 1.35 m) 2 20cm 19109 VC - 7 (0.60 x 1.35 m) . 15 1 1 14/09 20cm . VC - 6 (0.60 x 1.35 m) MONTACARGAS VC - E (0.40 x 1.35 m) E : VC - Fa (0.70 x 1.35 m) 04/10 NY 2 VC - 6 (0.60 x 1.35 m) 4.45 c 08 VC - 6 (0.60 x 1.35 m) hasta VC - 4b (0.60 x 1.35 m) 60am VC - 1 (0.40 x 1.35 m) 4.10 - TANQUE CISTERNA 2 15cm 1 VC - G (0.60 x 1.35 m) VC - 7 (0.60 x 1.35 m) VC - Fa (0.70 x 1.35 m) 1 - 3.825 F 1.00 29/09 VC - 5 (0.60 x 1.35 m) 7.90 VC - 4b (0.60 x 1.35 m) VC - 2 (0.90 x 1.35 m) 3.55 . C6 (0.60 x 0.90 m) C6 (0.60 x 0.90 m) PL-1 (e=0.30 m) VC - G (0.60 x 1.35 m) 18109 15< m 2 y 3 : 45cm VC - 4' (0.30 x 1.35 m) . 1 TANQUE CISTERNA 1 C6 (0.60 x 0.90 m) PL-1 (e=0.30 m) VC - G (0.60 x 1.35 m) VC - 7 (0.60 x 1.35 m) VC - G (0.60 x 1.35 m) 2 C6 (0.60 x 0.90 m) PL-1 (e=0.30 m) VC - 7 (0.60 x 1.35 m) PL-1 (e=0.30 m) VC - G (0.60 x 1.35 m) G C6 (0.60 x 0.90 m) VC - 7 (0.60 x 1.35 m) C6 (0.60 x 0.90 m) VC - 6 (0.60 x 1.35 m) 6.78 C6 (0.60 x 0.90 m) 8.30 8 5.38 9 2.85 10 12