Detail Zapatas DWG Section for AutoCAD

Plano showing plant and section 3 different types of shoes; specifying the concrete and steel reinforced according design

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

plant shoe, scale:, in both ways, do not., longitudinal reinforcement stirrups, dubbing according to norm aci, concrete in situ, section shoe, material specifications, concrete f’c psi kg, steel f’y grades reinforcement no. higher, scale:, column, npt., do not. stirrups confined to extremes, plant shoe, scale:, in both ways, do not., section shoe, material specifications, concrete f’c psi kg, steel f’y grades reinforcement no. higher, longitudinal reinforcement stirrups, concrete in situ, dubbing according to norm aci, npt., do not. stirrups confined to extremes, plant shoe, scale:, in both ways, do not., section shoe, material specifications, concrete f’c psi kg, steel f’y grades reinforcement no. higher, concrete in situ, dubbing according to norm aci, npt., do not. stirrups confined to extremes

Raw text data extracted from CAD file:

A A’ PLANTA ZAPATA Z-1 1:100 ESCALA: EN AMBOS SENTIDOS 12 No. 7 @ 0.25m REFUERZO LONGITUDINAL # 7 + ESTRIBOS # 4 @ 0.20 M DOBLAJE DE 0.20 M SEGUN NORMA ACI CONCRETO IN SITU SECCIÓN A-A’ ZAPATA Z-1 1:100 ESPECIFICACIONES DE MATERIALES CONCRETO f’c = 4,000 PSI ( 281 Kg / cm2 ) ACERO f’y = GRADOS 60 ( REFUERZO No. 3 ó MAYOR ) ESCALA: COLUMNA NPT. 6 No. 5 + ESTRIBOS CONFINADOS EN EXTREMOS @ 0.15 M A A’ PLANTA ZAPATA Z-2 1:100 ESCALA: EN AMBOS SENTIDOS 12 No. 7 @ 0.25m SECCIÓN A-A’ ZAPATA Z-2 1:100 ESPECIFICACIONES DE MATERIALES CONCRETO f’c = 4,000 PSI ( 281 Kg / cm2 ) ACERO f’y = GRADOS 60 ( REFUERZO No. 3 ó MAYOR ) REFUERZO LONGITUDINAL # 7 + ESTRIBOS # 4 @ 0.20 M CONCRETO IN SITU DOBLAJE DE 0.20 M SEGUN NORMA ACI NPT. 6 No. 5 + ESTRIBOS CONFINADOS EN EXTREMOS @ 0.15 M 0.05 A A’ PLANTA ZAPATA Z-3 1:100 ESCALA: EN AMBOS SENTIDOS 12 No. 7 @ 0.25m 2.4 0.1 0.9 1 0.3 SECCIÓN A-A’ ZAPATA Z-3 1:100 ESPECIFICACIONES DE MATERIALES CONCRETO f’c = 4,000 PSI ( 281 Kg / cm2 ) ACERO f’y = GRADOS 60 ( REFUERZO No. 3 ó MAYOR ) CONCRETO IN SITU DOBLAJE DE 0.20 M SEGUN NORMA ACI NPT. 6 No. 5 + ESTRIBOS CONFINADOS EN EXTREMOS @ 0.15 M 5 5 5 5 5