Foundation DWG Detail for AutoCAD

Details concrete footings and columns

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

Executive Project, Ed. . dimension, office building, Veracruz University, do not. Plan, Performed, Luis c. Cross houses, date, Fac. Of arq., draft, Specifications, orientation, dec, Fac. Of arq., Construction workshop, office building, Performed, date, dec, Luis c. Cross houses, draft, graphic scale, Esc .:, do not. Plan, Veracruz University, Specifications, orientation, Cm., Concrete concrete in structural elements will have to remain humid for a minimum period of days. The descaled will be the days if it is fast cement portland type astm the days if it is cement portland type astm the thicknesses of the shoes will be given detail in the planes as well as the heights the thicknesses. Reinforcing steel reinforcing steel high high strength no. Overlap fold squared in tr. Hooks stirrups the stirrups will fulfill the sig.form in castles columns the first stirrup will be placed cm. Of the cloth of the column with which the lock is connected in consideration. In all cases the hooks of this except the opposite indication will be placed., Overlap, fold, hook, Specifications

Raw text data extracted from CAD file:

1 N.+ 0.00 PROYECTO EJECUTIVO ED. Y GRAF. P/ 2 Y 3 DIMENSION EDIFICIO DE OFICINAS UNIVERSIDAD VERACRUZANA No. de plano : Realizó : LUIS C. CRUZ CASAS Fecha : 903 Fac. de Arq. Proyecto : Especificaciones : Orientación : DIC – 2000 \A1;0.70 \A1;0.25 \A1;1.60 \A1;2.30 \A1;0.70 \A1;1.60 \A1;2.70 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.25 \A1;1.60 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.50 \A1;0.50 \A1;0.25 \A1;0.60 \A1;0.75 \A1;0.30 \A1;0.30 \A1;0.65 \A1;0.35 \A1;0.90 \A1;0.20 \A1;0.50 \A1;0.70 \A1;1.60 \A1;0.40 \A1;1.20 \A1;1.60 \A1;0.50 \A1;0.60 \A1;0.60 \A1;0.35 Fac. de Arq. TALLER DE CONSTRUCCION 5 EDIFICIO DE OFICINAS Realizó : Fecha : DIC – 2000 LUIS C. CRUZ CASAS 903 Proyecto : ESCALA GRAFICA : 0 1 m Esc.: 1 : 50 2 m No. de plano : 3 m UNIVERSIDAD VERACRUZANA Especificaciones : Orientación : 9oNo11 5oNo11 oNo11 oNo6@15 oNo6@15 -10.82218710992726 -10.82218710992726 -10.82218710992726 -10.82218710992726 9oNo11 5oNo11 oNo11 oNo5@12 -10.82218710992726 -10.82218710992726 -5.414915522563561 -5.414915522563561 oNo5@15 -10.82218710992726 -10.82218710992726 -10.82218710992726 -10.82218710992726 -10.82218710992726 5oNo11 oNo5@15 oNo5@15 -10.79932431134492 -10.79932431134492 -10.79932431134492 -10.79932431134492 -10.79932431134492 5oNo11 oNo5@15 oNo5@15 6oNo11 3oNo11 oNo11 oNo6@15 oNo6@15 -10.82218710992726 -10.82218710992726 -10.82218710992726 -10.82218710992726 -10.82218710992726 -10.82218710992726 -10.82218710992726 3oNo11 oNo5@15 oNo5@15 -10.82218710992726 -10.82218710992726 1.677822653351711 1.677822653351711 2oNo6 2oNo3 4oNo6 T 1 3oNo7 2oNo3 5oNo7 T 2 1.901763199657054 1.901763199657054 3oNo6 2oNo3 5oNo6 T 4 0.0371029503299027 2.189980868456587 3oNo7 2oNo3 7oNo7 T 5 2oNo3 2.28892141476193 2.28892141476193 1/4 L 1/2 L 2oNo6 2oNo3 4oNo6 2oNo6 2oNo6 1/4 L 1/2 L 2oNo7 2oNo3 5oNo7 3oNo7 2oNo7 T 3 1/4 L 1/2 L 2oNo6 2oNo3 5oNo6 3oNo6 2oNo6 1/4 L 1/2 L 2oNo7 2oNo3 7oNo7 3oNo7 2oNo7 2oNo3 T 6 T 7 2oNo5 2oNo3 4oNo5 T 8 1/4 L 1/2 L 2oNo5 2oNo3 4oNo5 2oNo5 2oNo5 4.477796568860775 4.477796568860775 9oNo11 5oNo11 oNo11 -5.473065858176149 5.733563400375125 1/4 L 1/2 L 2oNo11 2oNo11 9oNo11 5oNo11 2oNo11 2oNo11 CT 1 5oNo11 3oNo11 oNo11 1/4 L 1/2 L 2oNo11 2oNo11 5oNo11 3oNo11 2oNo11 CT 2 10.84698311522417 10.84698311522417 2oNo11 6oNo11 3oNo11 oNo11 4.158430850918283 1/4 L 1/2 L 2oNo11 2oNo11 6oNo11 3oNo11 2oNo11 2oNo11 CT 3 12.64667890990662 8.078701880416979 8.078701880416979 8.078701880416979 12oNo12 oNo3@35 cm. C 1 Z 1 Z 2 Z 3 CONCRETO EL CONCRETO EN ELEMENTOS ESTRUCTURALES SERA DE F’C=200 K/C2, – DEBERA PERMANECER HUMEDO POR UN PERIODO MINIMO DE 15 DIAS. EL DESCIMBRADO SERA : A LOS 5 DIAS SI ES CEMENTO RAPIDO PORTLAND TIPO 3 ASTM C 150-09 A LOS 15 DIAS SI ES CEMENTO PORTLAND TIPO 1 ASTM C 150-09 LOS ESPESORES DE LAS ZAPATAS ESTARA DADA A DETALLE EN LOS PLANOS ESTRUCTURALES, ASI COMO LAS ALTURAS Y LOS GROSORES. ACERO DE REFUERZO EL ACERO DE REFUERZO -VARILLAS- ALTOS HORNOS, ALTA RESISTENCIA — F’Y=4200 K/C2. NO. O LONG, TRASLAPE DOBLEZ ESCUADRA EN TR. GANCHOS 2 26 O 15 O 9 O 3 32 19 12 4 50 26 16 5 64 32 20 6 77 36 24 7 89 53 32 8 103 72 40 ESTRIBOS LOS ESTRIBOS CUMPLIRAN LA SIG.FORMA EN TRABES, COLUMNAS Y CASTILLOS EL PRIMER ESTRIBO SE COLOCARA A 5 CM. DEL PAÑO DE LA COLUMNA CON QUE SE LIGUE LA TRABE EN CONSIDERACION. EN TODOS LOS CASOS SE COLOCARAN LOS GANCHOS DE ESTA FORMA, SALVO INDICACION CONTRARIA. L TRASLAPE DOBLEZ GANCHO 20 o 12 o Especificaciones :