Auditorium Rome – Renzo Piano DWG Block for AutoCAD

Auditorium Rome – Renzo Piano DWG Block for AutoCAD

Renzo Piano – Auditorium Rome Structural drawings. – Plantas – corte – acotado

Drawing labels, details, and other text information extracted from the CAD file (Translated from Italian):

date, description, designed, controlled, approved, spa, stage, mobile, direction, local, lifter, slope start, plasterboard false ceiling, light counter-wall, in cartogesso, yellow, red, white, magenta, green, cyan, blue, insole full, pillars or walls in ca that continue, pillars or walls in c.a. that die, however, also at the tables of the plants,: for the predispositions and the holes to refer to, note well, var., insole, full, carpentry of the whole level covering corridors gallery, ref. elab. contr. of origin, elaborations of construction of the project, prof. ing. franco braga, technical advice – general design, construction of the structural project :, municipality of rome, consultants for acoustics :, ing. f. d ‘angelo, dataarch srl, date :, designed :, scale :, checked :, prof.ing.f.braga, approved :, approval code :, title :, direction of works :, prof. ing. vitantonio vitone – bari, temporary association of companies:, agent :, dott. ing. dino boni – verona, principal :, renzo piano building workshop – architectes, architectural design :, structural design :, renzo piano architetto, rpbw, client :, consulting and design of technical systems, plant design :, special auditorium office, manens, intertecnica, spqr, modification cartouche, reference tables, – for the ceiling sections, rev., auditorium of rome, ii functional lot, dataarch, a. orsini, f. braga, also at the tables of the plants,: for the forometry refer, in progress, corridor, elevator shaft, mezzanine, elevator pit, veil with plaster finish, self-supporting sandwich panel, parapet, sliding door, technical room, archaeological area, tubular in steel, parking quota, elevation extrados parking beam, quota finished parking-quota outside, ae-g, parapet cut transversely

Raw text data extracted from CAD file:

data descrizione disegnato controllato approvato A B C D E S.p.A. Solaio "predalles" h=6+46+8=60cm \A1;120 \A1;133 \A1;120 \A1;120 \A1;120 \A1;120 \A1;120 \A1;154.5 \A1;115.5 \A1;128.5 \A1;139 \A1;150 \A1;90 \A1;107 \A1;127 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;80 \A1;86.38 \A1;122.05 \A1;153 \A1;77 \A1;77 \A1;79.6 \A1;77.9 \A1;30 \A1;600 \A1;240 \A1;270 \A1;97.1 \A1;99.3 \A1;100 \A1;120 \A1;25 \A1;25 \A1;100 \A1;50 \A1;14 \A1;14 \A1;326 \A1;326 \A1;50 \A1;251 \A1;80 \A1;80 \A1;70 \A1;251 \A1;601 \A1;426 \A1;890 \A1;265 \A1;240 \A1;270 \A1;97 \A1;97 \A1;17 \A1;57.2 \A1;30 \A1;10 \A1;50 \A1;47 \A1;39 \A1;27.4 \A1;47 \A1;8 \A1;39 \A1;14 \A1;58 \A1;58 \A1;14 \A1;18.2 \A1;170 \A1;0.9 \A1;0.25 PALCO MOBILE REGIA LOCALE +15.17 +15.35 +15.17 +15.35 +19.375 +13.85 +24.85 +24.85 +19.375 +22.31 +23.80 +22.125 +22.225 +21.125 +21.225 +23.85 +23.95 +23.95 +22.10 sol."predalles"h=5+14+6=25cm solaio"predalles"h=5+19+6=30cm +22.10 +24.65 +24.25 +22.35 +22.058 +21.89 +22.075 +25.515 +25.565 +26.165 +29.405 +22.075 +23.65 +22.225 +22.225 +23.025 +28.20 +28.164 +27.055 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 +27.405 +29.255 +29.405 +29.405 +27.20 +27.73 +28.33 +30.13 +31.09 +33.01 +34.93 +34.83 +33.01 +30.03 +27.75 +26.90 +27.75 +27.35 +33.08 +33.07 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 +27.965 +28.925 +30.13 +31.005 +31.765 +30.325 +26.525 +33.35 +33.40 +40.30 g10 g9 g8 g7 g6 g5 g4 \A1;R15500 R15442.4 g2 g1 g3 g18 g17 g16 g15 g14 g13 g11 g12 45.97 \A1;R15037.1 R14979.5 47.04 46.93 46.40 -815.5212963912053 -815.5212963912053 +24.625 P12d P12b P1 sollevatore P33a P33b P10b P8b P8e solaio"predalles"h=6+26+8=40cm soletta piena h=40 Solaio "predalles" h=5+24+6=35cm P1 Soletta piena su "predalles" h=29+6=35cm sol."predalles"h=5+14+6=25cm Trv.150 40x25 Trv.166 77x25 Trv.167 77x25 Trv.168 77x25 Trv.169 77x25 Trv.170 77x25 Trv.171 77x25 Trv.172 77x25 Trv.173 77x25 Trv.174 77x25 Trv.175 77x25 Trv.60 P37a soletta piena h=40 solaio"predalles"h=5+29+6=40cm P34 Soletta piena h=25/35 Soletta piena h=35 Soletta piena h=25 Soletta piena h=40 Soletta piena h=40 Soletta piena h=30/50 Soletta piena h=30/50 Soletta piena su "predalles" h=19+6=25cm Soletta piena su "predalles" h=19+6=25cm Soletta piena su "predalles" h=19+6=25cm Soletta piena su "predalles" h=19+6=25cm Soletta piena su "predalles" h=19+6=25cm S. p. su"predalles"h=19+6=25cm S. p. su"predalles"h=19+6=25cm +35.50 Soletta piena h=25 P33d h=25 S.piena h=40 -815.5212963912053 -815.5212963912053 +15.31 +15.17 +15.03 +14.89 +14.75 +14.61 +14.47 +14.33 +14.19 -815.5212963912053 -815.5212963912053 SALA 1200 +24.50 +18.08 5 +24.65 +24.80 +24.70 +24.36 +23.92 +23.48 +23.04 +22.60 +22.16 +21.72 +21.28 +20.84 +20.40 +19.96 +19.52 +19.08 +18.64 +18.20 +24.65 +24.21 +23.77 +23.33 +22.89 +22.45 +22.01 +21.57 +21.13 +20.69 +20.25 +19.81 +19.37 +18.93 +18.49 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 +14.00 -815.5212963912053 +15.35 inizio pendenza -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 5 +23.79 +23.63 +23.47 +23.31 +23.15 +22.99 +22.83 +22.67 +22.51 +21.975 +21.85 +21.725 +21.60 +21.475 +21.35 +22.10 +22.225 -815.5212963912053 -815.5212963912053 +24.70 h=16 dist. finito-gradone 5cm h=16 h=16 h=16 h=16 h=16 h=16 h=16 h=16 h=14.4 h=12.5 h=12.5 h=12.5 h=12.5 h=12.5 h=12.5 h=12.5 h=12.5 h=12.8 lunghezza gradone cm 224.8 dist. finito-gradone 5cm lunghezza gradone cm 87.3 lunghezza gradone tipo cm 97 lunghezza gradone tipo cm 97 +27.71 -815.5212963912053 +13.15 +13.65 +14.25 +14.39 +20.15 -815.5212963912053 +24.885 +25.595 +25.595 +27.295 +27.525 +26.677 +26.80 +28.50 +28.73 +28.73 +28.50 +26.565 +26.335 +33.01 +32.09 +32.86 +33.78 +34.01 +31.325 +31.095 +27.73 +25.565 +34.49 +33.49 +34.26 -815.5212963912053 Soletta piena h=25 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 CONTROSOFFITTO IN CARTONGESSO +27.965 +27.865 37.80 35.15 36.15 37.03 38.80 40.30 39.53 +36.79 +34.75 -815.5212963912053 -815.5212963912053 -815.5212963912053 +29.405 +27.965 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 Trv69 controparete leggera in cartogesso Dett.CAAE_O_A_4AC Dett.CAAE_O_M_5AT Dett.CAAE_O_CE_009 Dett.CAAE_O_CE_009 +36.149 +36.349 +37.399 +37.599 +38.149 +38.349 +39.149 +39.349 +39.899 +40.099 +40.649 +40.849 +41.149 +41.349 +41.899 +42.099 +42.149 +42.349 +42.649 +42.849 +41.899 +42.099 +41.649 +41.849 +42.649 +42.849 +42.649 +42.849 +42.649 +42.849 +41.899 +42.099 +41.899 +42.099 +41.899 +42.099 -815.5212963912053 +35.63 -815.5212963912053 +36.40 -815.5212963912053 +36.40 -815.5212963912053 +37.40 -815.5212963912053 +37.85 -815.5212963912053 +38.13 -815.5212963912053 +38.13 -815.5212963912053 +36.30 -815.5212963912053 +35.30 -815.5212963912053 +36.79 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 -815.5212963912053 +27.85 -815.5212963912053 -815.5212963912053 +32.72 +32.58 coibente 14cm intonaco con rete 2.5cm -815.5212963912053 Dett.OV - 1.1 -815.5212963912053 +36.35 +42.649 +42.849 0.13 0.18 0.10 0.18 0.50 0.70 0.25 0.25 0.35 0.50 0.18 0.18 YELLOW SCALA : 1=10 RED 11 WHITE MAGENTA GREEN CYAN BLUE 10 9 8 12 S.p.A. \fBankGothic Md BT|b0|i0|c0|p34;D\H3.8;REES & \H5;S\H3.8;OMMER \A1;30 \A1;170 \A1;30 \A1;170 \A1;915 \A1;915 \A1;1215 \A1;1215 \A1;585 \A1;340 \A1;334.3 \A1;439.3 \A1;1615 \A1;37.4 \A1;120 \A1;312.6 \A1;199.3 \A1;170 \A1;233.5 \A1;252.6 \A1;37.4 \A1;60 \A1;120 \A1;210 \A1;30 \A1;220 \A1;585 \A1;30 \A1;340 \A1;90.3 \A1;180 \A1;30 \A1;150 \A1;30 \A1;220 \A1;110 \A1;234.9 \A1;135 \A1;300 \A1;135 \A1;300 \A1;30 \A1;170 \A1;30 \A1;135 \A1;170 \A1;30 \A1;30 \A1;135 \A1;160 \A1;281.7 \A1;91.7 \A1;150 \A1;610 \A1;30 \A1;305 \A1;100 \A1;20.3 \A1;150 \A1;30 \A1;305 \A1;125 \A1;30 \A1;150 \A1;220 \A1;334.3 \A1;20.3 \A1;100 \A1;150 \A1;220 \A1;30 \A1;110 \A1;30 \A1;1615 \A1;37.4 \A1;312.6 \A1;120 \A1;199.3 \A1;210 \A1;30 \A1;180 \A1;90.3 \A1;170 \A1;30 \A1;233.5 \A1;120 \A1;135 \A1;300 \A1;135 \A1;30 \A1;135 \A1;300 \A1;234.9 \A1;170 \A1;30 \A1;30 \A1;135 \A1;160 \A1;281.7 \A1;91.7 \A1;894.1 \A1;364.1 \A1;1707 \A1;1400.9 \A1;180 \A1;120 \A1;60 \A1;120 \A1;310 \A1;175 \A1;771.5 \A1;235 \A1;457.5 \A1;235 \A1;30 \A1;30 \A1;31 \A1;207.7 \A1;218.8 \A1;30 \A1;17 \A1;571.7 \A1;364.1 \A1;894.1 \A1;120 \A1;1400.9 \A1;180 \A1;120 \A1;1707 \A1;60 \A1;207.7 \A1;235 \A1;30 \A1;235 \A1;571.7 \A1;771.5 \A1;175 \A1;310 \A1;30 \A1;30 \A1;218.8 \A1;31 \A1;17 \A1;69.3 \A1;64.3 \A1;149.9 \A1;155.7 \A1;30 \A1;585 \A1;30 \A1;30 \A1;30 \A1;155.7 \A1;69.3 \A1;149.9 \A1;64.3 \A1;30 \A1;585 \A1;30 \A1;30 \A1;30 \A1;245 \A1;120.7 \A1;33.4 \A1;87.2 \A1;189.6 \A1;15.4 \A1;245 \A1;120.7 \A1;33.4 \A1;87.2 \A1;189.6 \A1;15.4 \A1;170 \A1;30 \A1;200 \A1;200 4 3 3 0.50 \A1;252.6 SCALA : 1=10 0.25 YELLOW RED GREEN CYAN BLUE 0.18 0.18 0.70 0.25 11 WHITE MAGENTA 10 9 8 0.18 0.50 0.35 0.18 0.10 vedi Tav. CASEg024 INGRANDIMENTO STRALCIO "C" 233.5 120 \A1;37.4 \A1;60 199.3 \A1;439.3 12 0.13 33.35 P34 30 2 585 h=25 33.35 Soletta piena 340 90.3 P33f 180 P33c 150 h=25 Soletta piena 220 110 220 P33a 30 30 100 h=25 Soletta piena 20.3 305 150 610 1 P34 33.35 Soletta piena h=25 150 150 305 334.3 2 30 P33d 30 P33d 125 30 1 P33d P33a Soletta piena h=25 h=25 Soletta piena 100 20.3 33.35 P34 30 150 334.3 220 P33e 220 h=25 Soletta piena 585 340 P33a \A1;110 \A1;30 30 33.35 180 233.5 33.35 Soletta piena h=25 90.3 P33f 120 199.3 INGRANDIMENTO STRALCIO "A" vedi Tav. CASEg022 6 5 7 8 9 \A1;120 \A1;60 \A1;120 9 4 5 6 7 8 10 11 12 13 12 \A1;120 \A1;60 \A1;120 14 PILASTRI O PARETI IN C.A. CHE PROSEGUONO PILASTRI O PARETI IN C.A. CHE MUOIONO COMUNQUE ANCHE ALLE TAVOLE DEGLI IMPIANTI : PER LE PREDISPOSIZIONI E I FORI RIFERIRSI NOTA BENE 34.83 312.6 37.4 120 Soletta piena h=25 \A1;25 VAR. 915 h=25 Soletta piena P102e P35 \A1;180 P102c h=25 Soletta piena 234.9 P102m 33.35 1615 P102e' \A1;140 \A1;1215 h=25 30xVAR vedi Tav. CASEg025 INGRANDIMENTO STRALCIO "D" a11 P102f Soletta piena h=25 1707 34.83 1400.9 a10 364.1 P231 34.83 30 78.9 67.4 \A1;585 30 64.3 10 82 h=25 34.83 Soletta piena 894.1 30 Trv.34 11 Trv. C6 \A1;218.8 30xVAR estr. 34.83 Trv. C7 32.72 a9 \A1;457.5 30x250 Trv. C5 30 17 Soletta piena 34.83 Soletta piena 235 30 30x467 h=25 235 30x572 estr. \A1;771.5 h=25 Trv. C8 \A1;571.7 30x250 Trv. C5 29.98 34.83 \A1;31 \A1;207.7 P25i 34.83 P25h \A1;175 \A1;310 h=25 Soletta piena a8 P25g P25e 34.83 P38 P25e' Soletta 34.83 Trv.47 piena 13 34.83 P25c P103a Soletta piena h=25 234.9 33.35 312.6 37.4 120 P103b 1615 33.35 P103c h=25 Soletta piena \A1;140 \A1;25 915 \A1;1215 P103d VAR. h=25 Soletta piena \A1;180 P36 a9 30xVAR 894.1 P103e 34.83 1400.9 h=25 Soletta piena a11 1707 30 30 Trv.83 30 34.83 \A1;585 30 64.3 67.4 82 78.9 Soletta piena h=25 30 364.1 P230 34.83 34.83 \A1;310 \A1;175 Soletta piena 30x572 estr. \A1;771.5 h=25 Trv. C4 \A1;571.7 P17e' P17i 34.83 P17h Soletta piena h=25 30x467 Trv. C2 235 30 h=25 Soletta piena 235 34.83 Trv. C3 \A1;207.7 34.83 30x250 Trv. C1 29.98 \A1;31 32.72 30x250 34.83 Trv. C1 \A1;218.8 17 30 P17g piena h=25 Soletta Trv.67 P17e 34.83 P17c a8 P39 vedi Tav. CASEg023 INGRANDIMENTO STRALCIO "B" a10 CARPENTERIA D'INSIEME LIVELLO COPERTURA CORRIDOI GALLERIA rif. elab. contr. di origine ELABORATI DI CANTIERIZZAZIONE DEL PROGETTO Prof. Ing. FRANCO BRAGA Ordine Ingegneri. di ROMA n. 7072 Via FLAMINIA 259, 00196 ROMA PRO. GE. 77 S.r.l. CONSULENZE TECNICHE - PROGETTAZIONI GENERALI Cantierizzazione del progetto strutturale: COMUNE DI ROMA Consulenti per l'acustica: a7 1:100 Ing. F. D' Angelo DataArch srl 26/09/2000 data: disegnato: scala: controllato: Prof.Ing.F.Braga approvato: lavoro n°: A C SALA 2700 CARPENTERIE \fArial|b0|i0|c0|p34;IMPREGILO SpA Codice approvazione: titolo: Direzione Lavori: Prof. Ing. VITANTONIO VITONE - BARI Ordine Ingegneri Prov. BARI - N. 1239 Associazione temporanea di Imprese: Mandataria: Ordine Ingegneri di VERONA - N. 1018 Dott. Ing. DINO BONI - VERONA Mandante: P37a Trv.47 34.83 34.78 P38b 14 34.83 a6 34.83 15 15 P37a E 36, Rue Des Archives, 75004 Paris - Tel. (1) 44614900 SIRET 330 097 593 00017 APE 7714 RENZO PIANO BUILDING WORKSHOP - ARCHITECTES Dott. Arch. RENZO PIANO - Ordine Arch. di Milano n. E20 Via Dalmazia 207, 70121 Bari Italia Progettazione architettonica: Progettazione strutturale: 36, Rue Des Archives, 75004 Paris RENZO PIANO ARCHITETTO T RPBW S D U T I V I O O N A & E O S S A I C T I 19-10-2000 Committente: A D B C data CONSULENZA E PROGETTAZIONE IMPIANTI TECNICI 37129 VERONA - VIA CAMPOFIORE, N. 21 Progettazione impiantistica: UFFICIO SPECIALE AUDITORIUM Manens intertecnica S.P.Q.R. Modifica cartiglio descrizione TAVOLE DI RIFERIMENTO vedi tav. CASEg036 - PER LE SEZIONI SOLAI \fSwis721 LtEx BT|b0|i0|c0|p34;Robert-Koch-Stra\fSansSerif|b0|i0|c2|p2;ß\fSwis721 LtEx BT|b0|i0|c0|p34;e 11 82152 Planegg bei München disegno n° E S 2 g 0 1 rev. - a \fSwis721 LtEx BT|b0|i0|c0|p34;Schalltechnisches Beratungsb\fSansSerif|b0|i0|c2|p2;ü\fSwis721 LtEx BT|b0|i0|c0|p34;ro AUDITORIUM DI ROMA \fSwis721 Lt BT|b0|i0|c0|p34;MÜLLER-BBM II LOTTO FUNZIONALE DataArch disegnato A. Orsini controllato F. Braga approvato P37a 34.83 Trv.67 a7 34.78 P39b a6 PILASTRI O PARETI IN C.A. CHE PROSEGUONO PILASTRI O PARETI IN C.A. CHE MUOIONO NOTA BENE - PER LE SEZIONI SOLAI TAVOLE DI RIFERIMENTO vedi tav. CASEg036 b3 INGRANDIMENTO STRALCIO "C" vedi Tav. CASEg024 INGRANDIMENTO STRALCIO "D" vedi Tav. CASEg025 a11 b3.a 10 a10 a9 5 5 5 5 5 5 5 5 5 5 2 5 Soletta piena 4 5 5 5 5 5 5 5 4 b2.a b2 5 5 5 5 5 5 33.35 5 P33f 2 5 Soletta piena 5 Soletta piena h=25 3 P34 5 h=25 5 5 5 5 3 5 5 5 33.35 h=25 5 P33a P33c 5 5 5 P102e' 5 b2.1 6 5 5 Soletta piena h=25 5 5 5 5 P102m Soletta piena h=25 P102c 33.35 7 8 b2.2 VAR. Soletta piena h=25 5 5 5 5 7 P102e 5 5 5 8 5 6 5 5 b1.b 5 1 b1 P34 5 5 5 5 P33d 5 1 P33a 5 5 5 5 Soletta piena h=25 33.35 P33d P33d b1.a 5 5 5 5 Soletta piena h=25 P33e 5 5 h=25 Soletta piena 33.35 P34 P33a 5 5 5 5 5 5 5 5 33.35 5 h=25 Soletta piena Soletta piena 5 h=25 5 5 33.35 5 5 P33f 5 33.35 b12.a 5 b12 vedi Tav. CASEg022 INGRANDIMENTO STRALCIO "A" 5 5 P103c 5 5 5 5 5 h=25 Soletta piena P103b P103a 33.35 h=25 Soletta piena b12.1 5 5 5 5 5 5 5 P103d VAR. Soletta piena h=25 b12.2 Trv.34 5 5 5 5 Soletta piena P35 5 5 5 5 9 34.83 9 h=25 34.83 P102f 11 10 5 5 5 5 h=25 5 Trv. C6 5 5 30x467 34.83 P231 30xVAR 11 Trv. C7 34.83 30xVAR estr. Soletta piena h=25 5 5 5 5 Soletta piena 30x250 32.72 12 Trv. C5 34.83 5 5 Trv. C5 30x250 34.83 29.98 5 Trv. C8 30x572 estr. 12 P25i P25h 34.83 h=25 Soletta piena Soletta piena h=25 34.83 P25e' P25e 34.83 a8 P38 13 P25g Soletta piena h=25 Trv.47 34.83 P25c a7 34.78 13 34.83 14 Trv.47 Trv.67 14 a6 b3 P38b 34.83 P37a b2 15 34.83 15 P37a b1 34.83 b12 P37a Trv.83 5 5 5 5 5 5 34.83 Soletta piena h=25 P103e 5 INGRANDIMENTO STRALCIO "B" P36 5 vedi Tav. CASEg023 a11 b11.a a10 5 Trv. C1 5 5 5 5 5 P17e' 5 34.83 Trv. C4 30x572 estr. h=25 Soletta piena 5 P17i h=25 Soletta piena 34.83 h=25 Soletta piena 34.83 P17e P17h 29.98 34.78 Trv.67 34.83 P17c h=25 P17g Soletta piena P39 a7 Soletta piena b11 Trv. C3 5 30xVAR 34.83 Trv. C2 30x467 34.83 P230 5 5 5 30x250 30x250 34.83 h=25 Trv. C1 34.83 a9 32.72 5 a8 P39b b11 a6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 16 15 14 13 12 11 10 9 8 7 6 5 4 3 2 1 18 19 20 21 22 23 24 25 26 27 28 29 30 31 33.07 VAR. 29.97 33.07 34.83 32.45 32.45 23 22 21 20 19 18 24 25 27 26 31 30 29 28 9 10 11 12 13 14 15 16 2 3 4 5 1 6 7 8 29.97 VAR. 33.07 33.07 33.07 17 17 5 5 5 5 5 5 5 5 5 5 5 5 -139.2266739067745 -139.2266739067745 5 5 ANCHE ALLE TAVOLE DEGLI IMPIANTI : PER LA FOROMETRIA RIFERIRSI e 000 data descrizione disegnato controllato approvato A B C D E S.p.A. 000 00 \A1;80 \A1;230 \A1;202 \A1;150 \A1;270 \A1;227 \A1;202 \A1;270 \A1;270 \A1;227 \A1;202 \A1;240 \A1;198 \A1;426 \A1;80 \A1;426 \A1;270 \A1;230 \A1;202 \A1;150 \A1;270 \A1;270 \A1;270 \A1;240 \A1;198 \A1;227 \A1;202 \A1;227 \A1;202 IN PROGRESS 13/04/2001 +19.85 +22.35 +21.10 +23.95 -1.0 +15.17 +15.35 +13.85 CORRIDOIO VANO ASCENSORE MEZZANINO FOSSA ASCENSORE CORRIDOIO -1.0 veletta con finitura in intonaco arenino PANNELLO SANDWICH AUTOPORTANTE +15.35 +19.85 +22.35 +21.10 +23.95 -1.0 +15.17 +15.35 VANO ASCENSORE MEZZANINO FOSSA ASCENSORE CORRIDOIO -1.0 veletta con finitura in intonaco arenino Trv.150x60 Trv.150x60 Trv.150x60 Trv.150x60 +23.80 +23.85 +23.95 Solaio "predalles" h=6+46+8=60cm Solaio "predalles" h=6+46+8=60cm Solaio "predalles" h=6+46+8=60cm +27.20 +27.75 parapetto +29.98 +34.83 -1.0 portone scorrevole g 058 +24.65 +24.85 +25.31 +30.13 +27.73 +28.33 +30.03 -1.0 +31.005 5 5 +23.95 +23.80 +27.20 +27.75 parapetto +29.98 +34.83 -1.0 -1.0 portone scorrevole g 058 +30.13 +27.73 +28.33 +30.03 -1.0 +31.005 +23.55 +24.85 +25.31 +14.25 +34.98 LOCALE TECNICO +34.98 LOCALE TECNICO AREA ARCHEOLOGICA 40.30 TUBOLARE IN ACCIAIO 2 BARRE PIENE IN ACCIAIO 100 F 193.7x5.0 40.30 44X130/225.8 44X130/225.8 P204a +39.30 P103a trv83 trv83 +39.25 soletta piena h=40 sol.h=35 P230 +39.30 +39.25 soletta piena h=40 sol.h=35 trv34 P202a P231 P102c trv34 soletta piena h=40 soletta piena h=40 +27.881 +30.13 +27.881 +30.13 P204a trv83 P230 trv34 P202a P231 quota parcheggio quota estradosso trave parcheggio +19.77 +19.77 quota finito parcheggio-quota esterna 4.121 AE-g +27.73 parapetto tagliato trasversalmente P16C P16A P24C P24A soletta piena h=25 soletta piena h=25 trvC6 trvC2 soletta piena h=25 soletta piena h=25 soletta piena h=25 soletta piena h=25 soletta piena h=25 soletta piena h=25 soletta piena h=25 trv58 trv33 soletta piena h=25 soletta piena h=25 soletta piena h=25 soletta piena h=25 P14 trv83 P23 trv34 soletta piena h=25 soletta piena h=30 soletta piena h=30 soletta piena h=30 soletta piena h=25 soletta piena h=30 soletta piena h=30 soletta piena h=30 trv77 trv78 trv52 trv94 solaio"predalles"h=5+24+6=35cm solaio"predalles"h=5+19+6=30cm solaio"predalles"h=5+19+6=30cm s."pred."h=5+19+6=30cm solaio"predalles"h=5+14+6=25cm s."pred."h=5+19+6=30cm solaio"predalles"h=5+19+6=30cm solaio"predalles"h=5+19+6=30cm P28 P14 trv75 trv138 soletta piena h=30 soletta piena h=30 soletta piena h=30 soletta piena h=30 PANNELLO SANDWICH AUTOPORTANTE P10d P10e P14 P23 P23 soletta piena h=25 veletta con finitura in intonaco arenino veletta con finitura in intonaco arenino +23.85 +23.95 +23.63 +23.79 +23.63 +23.79 2' 2 5 5 +22.20 -1.0 portone scorrevole g 058 5 -1.0 -1.0 +23.65 +24.05 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 -1.0 +22.20 +25.90 +26.05

Language	Other
Drawing Type	Block
Category	Famous Engineering Projects
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Elevator, Parking
Tags	Auditorium, autocad, berühmte werke, block, corte, drawings, DWG, famous projects, famous works, obras famosas, ouvres célèbres, piano, plantas, renzo, rome, structural