Arco Welcome Village DWG Detail for AutoCAD

Details – specifications – sizing – Construction courts

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

yam, Pbase, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Right, Peglt, Peg, Pdgl, Pdgr, Column, Board plate, Column cº aº, Details in particular cyclopean p.m. Finish Stone slab, Base concrete cyclopean p.m., both sides, stirrup, Overlap, Overlap, axis, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Pegct, Pvgrid, Pegct, Pfgct, Peg, Pegl, Pegr, Pfgc, Pgrid, Pgridt, Left, Peglt, Peg, Pdgl, Pdgr, Arch detail, Esc., Pedestal detail, Esc., Sole, Zapata detail, Esc., Armor bow, Esc., Plant location, Esc., drain, Huacullani, Standard hook frame on rods, In the picture shown., In shape on beams, The reinforcing steel used, Will be housed in concrete with, Hooks which, Should end in, The specified dimensions, Column slab, note:, Corrugated iron, Bent stirrup, Technical specifications, Shoes: cm., C: h. p.m., C: h. E.g., Fy, M., Fc, Coatings:, Cm., Length of joints:, Cm., Columns:, Overcoming, Foundations, Concrete cycle, reinforcing steel:, Reinforced concrete, Overlap, Overlap, Box of overlaps on rods, Corrugated iron, Sole, area, Overlap area

Raw text data extracted from CAD file:

NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR \A1;r \A1;a \A1;ESPECIFICADO -987.8722672653323 -987.8722672653323 45° dDE COLUMNA 45° -987.8722672653323 PLACA O PLACA 5 5 5 5 5 5 5 5 5 5 5 Columna Cº Aº Detalles en Concreto Ciclopeo 1:8 + 25% P.M. Acab. Piedra Laja Base Concreto Ciclopeo 1:8 + 25% P.M. 0.80 0.05 0.50 0.05 0.65 0.05 0.50 0.05 0.50 0.05 0.40 2.20 2.20 0.80 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 -8148821.066309111 1.45 2.20 3.00 0.40 0.50 0.10 1.05 1.00 0.50 1.55 0.65 2.20 2.20 1/2″@0.175 m Ambos lados 1/2″@0.175 m Ambos lados -8148822.844638288 -8148822.844638288 0.50 0.50 -8148826.465198919 -8148826.465198919 2Ø3/4″ 2Ø3/4″ 2Ø5/8″ 2Ø5/8″ 2Ø3/4″ 2Ø3/4″ ESTRIBO Ø 1/2″: 5@0.05, 8@0.10, 15@0.15, 8@0.20, R@0.25 m 5.05 0.10 0.50 1.80 4.20 5.05 2.20 2.20 \A1;\Fsimplex.shx;G 4.15 \A1;\Fsimplex.shx;G 9.25 0.10 0.50 1.80 4.20 2.20 2.20 2.20 8.20 Traslape 9.00 Traslape Traslape Traslape 2.25 1.95 5.05 2.20 8.20 2.20 R4.55 EJE PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.743869884610931E+005 8.151403784843704E+006 3840.000000000000 0.000000000000000 504.6210643221808 LEFT PEGLT PEGRT PDGL PDGR EJE2 PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 4.743101497079446E+005 8.150443831711529E+006 3850.000000000000 0.000000000000000 499.2261213184640 LEFT PEGLT PEGRT PDGL PDGR 14 14 9 13 1 8 5 8 5 1 13 14 9 1 4 14 9 8 5 5 8 4 5 5 5 5 5 5 5 5 DETALLE ARCO ESC. 1/100 DETALLE PEDESTAL ESC. 1/50 Solado A A A A A A A A A A 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE ZAPATA ESC. 1/50 ARMADURA ARCO ESC. 1/100 A-A 5 5 5 5 UBICACION EN PLANTA ESC. 1/50 A Desaguadero A Huacullani CUADRO DE GANCHOS STANDARD EN VARILLAS EN EL CUADRO MOSTRADO. EN FORMA LONGITUDINAL, EN VIGAS EL ACERO DE REFUERZO UTILIZADO SE ALOJARAN EN EL CONCRETO CON GANCHOS STANDARD, LOS CUALES Y VIGAS, DEBERAN TERMINAR EN LAS DIMENSIONES ESPECIFICADAS Y LOSA DE CIMENTACION, COLUMNA \Fsimplex.shx;G G(cm) 5/8″ 35 3/8″ 20 3/4″ 45 ø 1/2″ 25 1/4″ 15 NOTA: DE FIERRO CORRUGADAS 2.0 2.5 1.3 6.5 10.0 12.5 3/8″ 1/4″ 1/2″ r(cm.) a(cm.) d DOBLADO ESTRIBO ESPECIFICACIONES TECNICAS * Zapatas: e= 7.5 cm. C:H. = 1:8 + 25% P.M. C:H. = 1:10 + 30% P.G. f’y = 4200 kg/cm2 * VIigas: e= 2.5 cm. f’c = 210 kg/cm2 RECUBRIMIENTOS: * d 1/2″: 50.0 cm. LONGITUD DE EMPALMES: * d 3/8″: 35.0 cm. * Columnas: e= 2.5cm. * Sobrecimiento : * Cimientos corridos : CONCRETO CICLOPEO : ACERO DE REFUERZO: CONCRETO ARMADO : 5 Traslape 9.00 Traslape 5 CUADRO DE TRASLAPES EN VARILLAS \Fsimplex.shx;G G(cm) 3/4″ 80 ø 5/8″ 60 DE FIERRO CORRUGADA 5 Solado Area = 14.58 19.68 22.64 22.74 22.97 22.18 20.02 98.11 41.05 24.45 26.67 24.78 ZONA DE TRASLAPE ZONA DE TRASLAPE ZONA DE TRASLAPE ZONA DE TRASLAPE