Oncrete Footings 3000 Psi – – Details DWG Detail for AutoCAD

DETAILS 3000PSI CONCRETE FOOTINGS

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

title, scale, detail, ref stirrups, detail, ref stirrups, detail, shoe box, shoe, ref.sec., ref.ppal., ref, mts., main reinforcement, secondary reinforcement, main reinforcement., n.t.n, concrete of psi., n.p.t, secondary reinforcement, typical of zapata in elevation plant, unscaled, typical of reinforced concrete elements joining, asisica, concrete, asystic beam, concrete of, the rest mts., the rest mts., the rest mts., the rest mts., ref, mts., main reinforcement, main reinforcement., concrete of psi., n.p.t, secondary reinforcement, typical of zapata plant elevation, unscaled, secondary reinforcement, of steel plate, scale, natural, threaded with washer nut, of psi, of connection, scale, threaded rod, with nut, pressure washer, threaded rod, with nut, pressure washer, scale, main reinforcement., secondary reinforcement, typical of zapata in elevation plant, unscaled, steel, mts., main reinforcement, concrete of psi., n.p.t, ref, secondary reinforcement

Raw text data extracted from CAD file:

TITULO ESCALA 5 D L VA D 0.0800000000000978 0.0799999999999841 T B C-VAR .08M .08M 0.08m NPT=0±0.00 \A1;0.04 \A1;0.075 \A1;0.15 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.25 \A1;0.075 \A1;0.15 \A1;0.075 \A1;0.25 \A1;0.075 \A1;0.15 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.075 \A1;0.25 \A1;12″ \A1;0.40 \A1;0.08 \A1;0.04 \A1;0.04 \A1;0.25 \A1;0.50 \A1;0.45 5 5 DETALLE VF-1 8 ref # 4, estribos # 2 @ 0.1 m 5 5 DETALLE PC-1 8 ref # 6, estribos # 3 @ 0.125 m \A1;\S3/8;\H1.4286x;” \A1;12\H1x;” DETALLE \H0.889x;CM-1 t (MTS) CUADRO DE ZAPATAS 0.30 1.6 B(MTS) Z-1 ZAPATA 1.6 L(mts) REF.SEC. 1.50 D (MTS) 10 REF# 4 REF.PPAL. 10 REF # 4 0.30 1.5 Z-2 1.8 1.50 \A1;DESPLANTE 1.50 MTS. REFUERZO PRINCIPAL REFUERZO SECUNDARIO \A1;1.60M REFUERZO PRINCIPAL. \A1;0.30M 0.075 0.075 0.075 N.T.N PC-1 0.25 CONCRETO DE 3000 PSI. VF-1 0.075 0.15 N.P.T 0.075 \A1;1.60 M \A1;1.60M 0.075 0.075 VF-1 REFUERZO SECUNDARIO \LDETALLE TIPICO DE ZAPATA 1 EN PLANTA Y ELEVACION SIN ESCALA \LSECCIONES TIPICAS DE UNION DE ELEMENTOS DE CONCRETO REFORZADO \A1;VIGA ASISMICA VA-1 \A1;PEDESTAL DE CONCRETO PC-1 \A1;CONCRETO DE 3000PSI VIGA ASISMICA VA-1 VIGA ASISMICA VA-1 CONCRETO DE 3000PSI \A1;PRIMEROS 5 @ 0.05 MTS, EL RESTO @ 0.10 MTS. \A1;ESTRIBOS No.2 \A1;PRIMEROS 5 @ 0.05 MTS, EL RESTO @ 0.10 MTS. \A1;ESTRIBOS No.2 \A1;PRIMEROS 5 @ 0.05 MTS, EL RESTO @ 0.10 MTS. \A1;ESTRIBOS No.2 \A1;PRIMEROS 5 @ 0.05 MTS, EL RESTO @ 0.10 MTS. \A1;ESTRIBOS No.2 10 REF# 4 10 REF # 4 \A1;0.20 \A1;DESPLANTE 1.50 MTS. REFUERZO PRINCIPAL \A1;1.80M REFUERZO PRINCIPAL. \A1;0.30 M 0.075 0.075 PC-1 0.25 CONCRETO DE 3000 PSI. VF-1 0.075 0.15 N.P.T \A1;1.8 M \A1;1.5 M 0.075 0.075 REFUERZO SECUNDARIO \LDETALLE TIPICO DE ZAPATA 2 N PLANTA Y ELEVACION SIN ESCALA \A1;0.20 REFUERZO SECUNDARIO \A1;\LDETALLE DE PLACA DE BASE^J18″X20″X\H0.7x;\S1/2;\H1.4286x;” ACERO A-36 ESCALA 1:10 \A1;N.P.T. \A1;N=0+0.00 \A1;SUELO NATURAL \A1;VARILLAS ROSCADAS d \S3/4;”, CON TUERCA Y ARANDELA \A1;CONCRETO DE 3000 PSI \A1;CM-1 \A1;PL 18″x20″x\H0.7x;\S1/2;\fArial|b0|i0|c204|p34;\H1.429x;” \A1;PC-1 1/4″ E-6012 12″ \A1;0.45 \LDETALLE DE CONEXION \A1;\LCM-1,PLB-1,PC-1. ESCALA 1:15 VARILLA ROSCADA DE d= 3/4″ CON TUERCA Y ARANDELA DE PRESION 5/8″ E-6012 VARILLA ROSCADA DE d= 3/4″ CON TUERCA Y ARANDELA DE PRESION \A1;20″ \A1;18″ \A1;2″ \A1;14″ \A1;2″ \A1;2″ \A1;8″ \A1;8″ \A1;2″ 5 5 5 5 ESCALA 1:20 ESCALA 1:20 ESCALA 1:20 \A1;12″ \A1;\W1;\C1;\S5/8;\H1.4286x;” REFUERZO PRINCIPAL. 0.075 \A1;1.80 M \A1;1.50M 0.075 REFUERZO SECUNDARIO \LDETALLE TIPICO DE ZAPATA 3 EN PLANTA Y ELEVACION SIN ESCALA ACERO A-36 \A1;DESPLANTE 1.50 MTS. REFUERZO PRINCIPAL \A1;1.80M \A1;0.30 M 0.075 0.075 PC-1 0.25 CONCRETO DE 3000 PSI. VF-1 0.075 0.15 N.P.T 0.075 \A1;0.20 0.30 1.5 Z-3 1.8 1.50 10 REF# 4 10 REF # 4 REFUERZO SECUNDARIO