Civica Square DWG Full Project for AutoCAD

a project executive with Civica Square Kiosk; includes architectural plans; details; blacksmith; courts; facades and construction details.

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

min., cement foundation template. of concrete with, insulated concrete shoe of section mts., with reinforcing concrete with rods, cm. in both ways, rods, cm. in both ways, according to column, dala var cm. concrete, shoe var in both directions. concrete, castle. var cm. concrete, wall of block of cm of settled finish with mixture prop., template. concrete thickness., column., firm concrete., thick, n.p.t., plant elevations, millimeters, table of equivalences, length of anchors overlaps, caliber, rods, inches, diameters, centimeters, thick concrete firm, armed with var. both senses., goes up, side kiosk, Street, cut, Street, Street, closeness, Street, atrium, Street, closeness, Street, atrium, Street, atrium, Street, atrium, central axis., closeness, Street, atrium, Street, atrium, Street, atrium, architectural plant, armed with var. both senses., goes up, solid slab, both sides, do not. cm, solid slab, do not. cm, both sides, solid slab, do not. cm, both sides, solid slab, do not. cm, both sides, solid slab, do not. cm, both sides, solid slab, do not. cm, both sides, goes up, n.t.c., concrete stop, of var. each, welded Mesh, n.p.t., finished floor, castle, var. do not. stirrups no. every cm. concrete, dala, var. do not. stirrups no. every cm. concrete, var. do not., circular stirrup var. do not. each, column, concrete, cement foundation template. of concrete with, insulated concrete shoe of section mts., with reinforcing concrete with rods, cm. in both ways., rods, cm. in both ways, column, concrete:, column, var. do not. stirrups no. cm. concrete, var. concrete, lock, chain, var. do not. stirrups no. every cm. concrete, plant arq. foundation, cut by facade, rail module, column, longitudinal section, stairs, longitudinal section, column, var. do not. stirrups no. cm. concrete, lock, facade, stairs, column, cut, parapet, structural slab plant

Raw text data extracted from CAD file:

0.15 0.15 0.05 0.05 0.45 MIN. Z-1 D-1 PLANTILLA DE CIMENTACION DE 5 CM. DE ESPESOR CON CONCRETO DE f’c= 100 kg/cm² 0.35 1.10 ZAPATA AISLADA DE CONCRETO ARMADO DE SECCION 1.10 X 1.10 MTS. CON CONCRETO DE f’c= 210 kg/cm², ARMADO CON 6 VARILLAS Ø 1/2″ 16 CM. EN AMBOS SENTIDOS 0.05 0.05 Z-1 0.50 0.60 0.05 0.05 0.50 0.60 0.075 6 VARILLAS DE Ø 1/2″ @ 16 CM. EN AMBOS SENTIDOS SEGUN COLUMNA 5 5 5 5 DALA. 4 VAR # 3 E # 2 @ 20 cm. Concreto f´c=200kg/cm2 ZAPATA. VAR # 3 @ 10 cm ambos sentidos. Concreto 200 kg/cm2 5 CASTILLO. 4 VAR # 3 E # 2 @ 20 cm. Concreto f´c=200kg/cm2 Muro de block de 12 cm de espesor, acabado común, asentado con mezcla cemento-arena prop. 1:6 0.1199999999992087 PLANTILLA. Concreto 100 kg/cm2 5cm de espesor. 5 5 5 5 C-1 Columna. FIRME DE CONCRETO. f ‘c=200 kg/cm2. de 12cm. de espesor N.P.T. 1.0 15cm. 20cm. 15cm. 25cm. 30cm 40cm. 40cm. 35cm. 35cm. #6 3/4″ 19.00 75 #8 1″ 25.40 105 PLANTAS ó ELEVACIONES D I A M E T R O MILIMETROS TABLA DE EQUIVALENCIAS Y #3 3/8″ 9.52 40 #4 1/2″ 12.70 50 #5 5/8″ 15.87 65 LONGITUD DE ANCLAJES Y TRASLAPES #2 1/4″ 6.30 30 CALIBRE VARILLAS VARILLAS PULGADAS 40 DIAMETROS CENTIMETROS 30cm. 15cm. K – 1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 C-2 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 DL-1 Firme de concreto f ‘c=200 kg/cm2. de 12cm. de espesor \W8.02680; Armado con var. No.3 \W9.98454; @15cm. ambos sentidos. 5.132050807568859 5 5 5 5 5 5 5 2.566025403784437 2.566025403784423 5 5 5 5 5 5 5 5 5 5 5 5 K – 1 K – 1 K – 1 K – 1 DL-1 K – 1 K – 1 A B 1 2 A B 5 1.500000000171692 5 5.770010000035295 8.00 1,500 5,770 3,000 1,270 8.00 \A1;3.44 \A1;1.27 \A1;1.50 \A1;6.44 3.444204786101394 1.502483765728712 1.270000000000003 6.436301438839265 \A1;5.13 \A1;2.57 \A1;2.57 \A1;0.30 \A1;3.32 \A1;1.50 \A1;0.45 \A1;0.45 \A1;2.46 \A1;0.45 0.2999999999999971 3.320941588624556 1.5 0.4499999999999887 5 2.462499999999977 0.4500000000000029 SUBE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.51 5 5 0.9240138514477998 0.149932846346271 0.88 5 5 5 40cm. 40cm. 35cm. 35cm. KIOSCO FACHADA LATERAL 1.62 5 5 8.00 5 5.75 5 CALLE 5 5.657524885405024 8.03682105138219 5 5 2.693752086026208 8.548419621700134 5 5 5 1.72 5 2.0 CORTE X-X1 5 5 5 5 5 5 5 5 5 5 5 5 5 0.6000000000000085 CALLE 5 7.239802391989706 5 5 5 5 5 9.968110422552993 5 5 5 5 5 5 11.44089202458652 14.97057324964034 15.58898217327347 0.3000000000000007 0.2999999999999972 0.3000000000000007 0.3000000000000007 0.2999999999999989 0.3000000000000007 0.3000000000000007 5 5 0.2089418469273774 60cm. 0.06cm. 0.03cm. 0.02 20cm. CALLE COLINDANCIA CALLE ATRIO X1 X Z Z1 7.239802391989706 5 5 5 12.868699730004 5 5 5 2.00807619705347 2.829580652863072 2.827944232541924 7.771860886118894 10.57905841137542 8.265676252345006 5 2.687219649241065 1.523972528655476 5 5 5 5 10.91995158729338 2.094140943065568 10.03911907714096 5 5 5 5 5 5 5 A A C C 1 2 3 1 2 3 4 4 5 5 6 6 5 5 2.532372912104211 5 5 4.913668707799282 B B 4.657524927236803 5 5.368133515125489 2.631866484874511 3.239109366992722 5 1.549508366090343 2.623395478877047 5 6.732351681828582 2.623395478877036 2.347495902717071 5 5 4.236728015331408 7.069118648051186 5 1.344237702529229 1.244991500806425 2.093286149799333 2.153399761899379 3.545306073696111 3.545306073696096 2.081031363738893 CALLE COLINDANCIA CALLE ATRIO CALLE CALLE ATRIO 5 5 9.95717512808551 5 5 5 5 1.161826139096311 5 29.07828052367222 8.181607735388809 7.902671767155823 5 5 10.45721500983707 5 CALLE ATRIO 11.0869094317805 22.74570427661644 5 5 11.3869094317805 1.466228247922015 1.056130358977327 1.466228247922015 5 5 5 5 \A1;14.22 \A1;9.96 \A1;14.64 \A1;14.90 \A1;1.16 \A1;29.08 \A1;8.18 \A1;7.90 \A1;10.25 \A1;10.46 \A1;14.04 \A1;11.09 \A1;22.75 \A1;11.39 \A1;1.47 \A1;1.06 \A1;1.47 \A1;10.16 \A1;1.57 \A1;2.34 \A1;2.16 \A1;10.02 \A1;11.37 \A1;11.37 \A1;0.77 \A1;1.00 \A1;1.00 \A1;24.91 EJE CENTRAL. COLINDANCIA CALLE ATRIO CALLE CALLE ATRIO 5 5 9.95717512808551 5 5 5 5 5 5 29.07828052367222 8.181607735388809 7.902671767155823 5 5 10.45721500983707 5 CALLE ATRIO 11.0869094317805 22.74570427661644 5 5 11.3869094317805 1.549500299782039 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8.566635740594506 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4.503532101660028 5.226341624114468 5 5 24.19233080141587 24.68762709359483 5 23.46244207841988 5 5 5 5 5 0.9999999999990195 5 5 5 5 5 5 5 5 0.8046437140093303 \A1;5.23 \A1;4.50 \A1;8.57 \A1;11.39 \A1;22.75 \A1;11.09 \A1;14.04 \A1;10.46 \A1;10.25 \A1;7.90 \A1;8.18 \A1;29.08 \A1;14.64 \A1;9.96 \A1;14.22 \A1;1.50 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;3.93 \A1;0.21 \A1;0.60 \A1;0.40 \A1;3.00 \A1;0.51 \A1;0.40 \A1;3.45 \A1;0.92 \A1;0.15 \A1;0.30 \A1;0.82 \A1;0.40 \A1;0.40 \A1;1.00 \A1;0.18 \A1;1.50 \A1;1.00 \A1;7.24 \A1;15.59 \A1;14.97 \A1;1.50 \A1;9.97 \A1;11.44 \A1;7.54 \A1;8.04 \A1;5.66 \A1;0.85 \A1;8.55 \A1;2.69 \A1;2.00 \A1;0.80 \A1;9.38 \A1;1.47 \A1;3.99 \A1;1.32 \A1;1.79 \A1;11.47 \A1;7.09 \A1;2.00 \A1;1.66 \A1;2.34 \A1;1.66 \A1;2.74 \A1;2.57 \A1;2.57 \A1;5.13 \A1;0.30 \A1;1.50 \A1;0.45 \A1;0.45 \A1;3.32 \A1;2.40 \A1;1.50 \A1;24.19 \A1;23.46 \A1;24.69 \A1;10.92 \A1;2.09 \A1;2.01 \A1;7.77 \A1;2.83 \A1;2.83 \A1;10.58 \A1;7.24 \A1;2.53 \A1;4.91 \A1;4.66 \A1;5.37 \A1;2.63 \A1;3.24 \A1;10.04 \A1;8.27 \A1;12.87 \A1;2.69 \A1;1.52 \A1;1.55 \A1;2.62 \A1;6.73 \A1;2.62 \A1;4.24 \A1;7.07 \A1;1.34 \A1;1.24 \A1;2.09 \A1;2.15 \A1;10.41 \A1;29.07 \A1;3.10 \A1;3.10 \A1;2.10 \A1;1.95 \A1;3.88 \A1;3.93 \A1;11.42 \A1;R1.15 \A1;R1.15 \A1;2.35 \A1;3.55 \A1;3.55 \A1;14.88 \A1;1.55 \A1;0.80 \A1;2.08 \A1;10.16 \A1;1.61 \A1;2.34 \A1;1.21 \A1;2.16 \A1;10.02 \A1;11.37 \A1;11.37 \A1;1.55 \A1;0.77 \A1;1.00 \A1;6.89 \A1;6.59 \A1;6.40 \A1;6.23 \A1;6.13 \A1;6.07 \A1;6.07 \A1;6.13 \A1;6.24 \A1;6.40 \A1;6.63 \A1;6.91 \A1;7.24 \A1;7.66 \A1;8.08 \A1;8.37 \A1;8.57 \A1;8.66 \A1;8.66 \A1;8.37 \A1;8.08 \A1;8.08 \A1;8.37 \A1;8.57 \A1;8.66 \A1;8.66 \A1;8.57 \A1;8.37 \A1;8.08 \A1;7.66 \A1;7.25 \A1;6.91 \A1;6.63 \A1;6.40 \A1;6.24 \A1;6.13 \A1;6.07 \A1;6.07 \A1;6.13 \A1;6.23 \A1;6.40 \A1;6.64 \A1;6.89 \A1;14.70 \A1;13.88 \A1;1.79 \A1;4.53 \A1;5.02 \A1;1.00 \A1;1.34 \A1;8.62 \A1;8.62 \A1;2.15 \A1;2.10 \A1;1.52 \A1;0.84 \A1;1.24 PLANTA ARQUITECTÓNICA \W8.02680; Armado con var. No.3 \W9.98454; @15cm. ambos sentidos. 5.132050807568859 5 5 5 5 5 5 5 2.566025403784408 2.566025403784408 5 5 5 5 5 5 SUBE 5 5 5 5 5 5 T-1 T-1 T-1 T-1 T-1 T-1 C-1 C-1 C-1 C-1 C-1 C-1 A1 A A B 1 2 A B LOSA MACIZA AMBOS LADOS Ø No. 3 @ 15 cm LOSA MACIZA Ø No. 3 @ 15 cm AMBOS LADOS LOSA MACIZA Ø No. 3 @ 15 cm AMBOS LADOS LOSA MACIZA Ø No. 3 @ 15 cm AMBOS LADOS LOSA MACIZA Ø No. 3 @ 15 cm AMBOS LADOS LOSA MACIZA Ø No. 3 @ 15 cm AMBOS LADOS \A1;5.13 \A1;2.57 \A1;2.57 5.132050807568845 5 5 5 5 5 5 5 2.566025403784408 2.566025403784408 5 5 5 5 5 5 SUBE 5 5 5 5 5 5 T-1 T-1 T-1 T-1 T-1 T-1 C-1 C-1 C-1 C-1 C-1 C-1 A1 A A B 1 2 A B 5cm. 5 N.T.C. \W0.8;Nivel Tope de Concreto \A1;Baston de var. No.3 (\S3#8;”) a cada 30cm. malla electrosoldada 6 x 6 – 6 / 6 N.P.T. \W0.8;Nivel Piso Terminado \A1;0.79 \A1;0.10 \A1;0.88 \A1;6.11 \A1;29.08 \A1;3.95 \A1;16.58 \A1;5.15 \A1;3.33 \A1;1.47 \A1;1.95 \A1;51.75 \A1;51.93 \A1;29.61 \A1;2.83 \A1;2.83 \A1;2.83 \A1;2.83 \A1;2.69 \A1;7.07 \A1;0.84 \A1;1.34 \A1;1.34 \A1;2.60 \A1;2.38 \A1;2.03 \A1;1.40 \A1;R1.15 \A1;7.07 \A1;R1.15 \A1;8.35 \A1;11.30 \A1;7.36 \A1;4.13 \A1;1.69 \A1;1.72 \A1;0.80 0.12 \A1;1.62 \A1;2.88 \A1;1.25 \A1;8.00 \A1;9.47 \A1;5.75 \A1;0.27 \A1;4.44 \A1;4.44 \A1;2.57 \A1;5.13 \A1;2.57 \A1;4.44 \A1;4.44 \A1;13.26 \A1;13.32 \A1;13.26 \A1;13.32 \A1;2.93 \A1;2.93 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 1.00 0.60 0.05 0.56 0.05 0.88 0.15 2.20 0.30 1.67 \A1;4.44 \A1;4.44 \A1;2.57 \A1;5.13 \A1;2.57 \A1;4.44 \A1;4.44 \A1;13.26 \A1;13.32 \A1;13.26 \A1;13.32 \A1;2.93 \A1;2.93 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;0.15 \A1;0.35 \A1;4.44 \A1;4.44 \A1;2.57 \A1;5.13 \A1;2.57 \A1;4.44 \A1;4.44 \A1;13.26 \A1;13.32 \A1;13.26 \A1;13.32 \A1;2.93 \A1;2.93 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 Z-1 K-1 Castillo \W8.09588; 4 var. No. 3 (3/8″) \W8.07887; estribos No. 2 (1/4″) \W8.07938; a cada 20 cm. \W8.07680; concreto f ‘c=200 kg/cm2. 15cm. 20cm. DL-1 Dala \W8.09588; 4 var. No. 3 (3/8″) \W8.07887; estribos No. 2 (1/4″) \W8.07938; a cada 20 cm. \W8.07680; concreto f ‘c=200 kg/cm2. 15cm. 25cm. \A1;8 Var. No. 3 (3/8″) \W8.62457; \A1;1 estribo circular var. No. 2 (1/4″) \W8.66838; \A1;a cada 15cm. C-2 Columna \W8.42113; Concreto f ‘c= 200 kg/cm2. 30cm 0.30 0.15 0.05 Z-2 DL-1 PLANTILLA DE CIMENTACION DE 5 CM. DE ESPESOR CON CONCRETO DE f’c= 100 kg/cm² 0.80 ZAPATA AISLADA DE CONCRETO ARMADO DE SECCION 0.80 X 0.80 MTS. CON CONCRETO DE f’c= 200 kg/cm², ARMADO CON VARILLAS Ø 3/8″ @10 CM. EN AMBOS SENTIDOS. 0.02 0.02 0.76 0.80 0.02 0.02 0.76 0.80 0.075 VARILLAS DE Ø 3/8″ @ 10 CM. EN AMBOS SENTIDOS COLUMNA C-1 Z-2 DL-1 Z-1 K-1 CONCRETO: F´C=200 KG/CM2 40cm. 40cm. C-1 Columna \W8.07577; 8 var. No. 3 (3/8″) \W8.07887; estribos No. 2 (1/4″) \W8.06598; @15 cm. \W8.07680; concreto f ‘c=200 kg/cm2. \W9.72938; \W9.69265; 8 VAR. #4 \W9.65851; E#2 @ 15cm \W9.68428; Concreto f´c=200kg/cm2 35cm. T-1 Trabe 35cm. CD-1 Cadena \W8.07835; 6 var. No. 3 (3/8″) \W8.07887; estribos No. 2 (1/4″) \W8.07938; a cada 15 cm. \W8.07680; concreto f ‘c=200 kg/cm2. 30cm. 15cm. PLANTA ARQ. DE CIMENTACIÓN CORTE POR FACHADA A,A1 MODULO BARANDAL COLUMNA C-1 T-1 T-1 SECCIÓN LONGITUDINAL ESCALERAS T-1 SECCIÓN LONGITUDINAL T-1 T-1 T-1 40cm. 40cm. C-1 Columna \W8.07577; 8 var. No. 3 (3/8″) \W8.07887; estribos No. 2 (1/4″) \W8.06598; @15 cm. \W8.07680; concreto f ‘c=200 kg/cm2. 35cm. T-1 Trabe 35cm. C-1 A1 A FACHADA C-1 C-1 C-1 C-1 T-1 T-1 T-1 ESCALERAS COLUMNA C-1 T-1 C-1 CORTE Z-Z1 60cm. 0.06cm. 0.03cm. 0.02 20cm. PRETIL T-1 PLANTA ESTRUCTURAL DE LOSA