Structure San Andres Offices DWG Block for AutoCAD

Commercial building in San Andres – Colombia

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

general notes, cut to ‘, its T. each cms, typical mooring beam cutting, beam mooring shaft, scale:, Mooring beam foundation wall, scale:, typical cut pedestal shafts, beam mooring shaft, Mooring beam shafts, scale:, cut, zapata typical plant, scale:, mtrs., structural floor first floor esc:, stirrups, bolts, scale:, cut, cutting, structural floor second floor esc:, plate of, scale:, Second floor structural elevation esc:, plate of, both skates fins, side view stage, scale:, scale:, front view stage, scale:, both senses, profile, easel, Beam beam detail, scale, detail, platinum, typical shoe cut, scale:, typical shoe, scale:, esc floor detail:, floor, corpalosa, scale:, corpa slab, dealle, details joints scale

Raw text data extracted from CAD file:

6.00 6.00 2,3 2,3 6 6 6.00 5,19 6.00 2,4 8.00 6.00 5,19 0.30 0,02 0.25 0.25 0.15 0.225 0.28 0.30 0.30 2.00 0,02 0.225 0.15 0.25 0,02 0.30 0.25 2.00 0.28 2.00 0.28 1.00 1.00 1.00 1.00 0.60 0.45 0.70 0.30 0.30 0.70 0.09 0.28 0.55 0.02 6.00 6.00 0.12 0.60 0.45 0.60 0.45 2.00 2.00 2.00 2.00 230 715 5″ 3/4″ 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 48 100 419 100 48 1″ 50 130 50 6.00 5,4 2,4 50 200 250 350 0.55 0.30 3,72 2″ 2″ 2″ 2″ 2″ 5.75 6.00 6.00 6.00 5,19 2.00 3/4″ 3,72 2.07 5.00 2,84 A B 5 6.00 6.00 5 5 6.00 1 5 2 3 5 6.00 4 5 6 General Notes 6.00 A A’ 1′ 1 2 3 4 8.00 B 5 5 5 6′ 6 A CORTE A- A’ 0.15 2.00 0.28 0.25 0.30 5 4 O 5/8 ” Est. O 3/8 ” cada 20 cms. CORTE DE VIGA DE AMARRE TIPICA Viga de Amarre eje B 0.225 Escala: 1/20 0.25 1′ 1 Viga de Amarre eje 1 Cimiento muro 0.30 0.30 Escala: 1/20 2.00 5 0.28 CORTE TIPICO PEDESTAL Ejes 2-3-4-5 2 3 4 5 2.00 Viga de Amarre eje 6 Viga de Amarre eje B Viga de Amarre ejes A y B 0.25 0.15 0.225 Escala: 1/20 6′ 6 CORTE B-B’ 0.28 0.25 0.30 5 1.00 1.00 0.30 0.60 PLANTA ZAPATA TIPICA 1.00 1.00 0.70 Escala: 1/20 0.70 0.30 0.45 A B 3 2 1 4 5 10 O 1/2 x 2.00 mtrs. 10 O 1/2 x 2.00 mtrs. PLANTA ESTRUCTURAL PRIMER PISO Esc: 1 / 100 0.09 0.28 0.02 0.55 6.00 6.00 0.12 0.60 0.45 5 x 2 Estribos O 3/8 ” 10 O 5/8″ 2 Pernos de O 3/4 ” C C’ Escala: 1/20 CORTE C-C’ 0.10 0.67 0.43 0.10 0.10 0.35 0.35 0.35 0.35 DESPIECE PLANTA ESTRUCTURAL SEGUNDO PISO Esc: 1 / 100 0.45 0.60 2.00 2.00 2.00 2.00 230 715 W16 x50 5″ 3/4″ w 12 x 30 PLATINA DE 5″ X 3/4 ” Escala: 3 / 1 W16 x50 w 12 x 30 2.00 2.00 2.00 2.00 2.00 2.00 2.00 2.00 ALZADO ESTRUCTURAL SEGUNDO PISO Esc: 1 / 20 48 100 419 100 48 W 21 X 68 Platina de 5″x 3/4″ 5/8″ Ambos patines o aletas 11/16″ 1″ VISTA LATERAL PLATINA Escala: 1 / 20 w 12 x 30 w 12 x 30 w 12 x 30 Escala: 1/20 VISTA FRONTAL PLATINA Escala: 1 / 20 50 130 50 W 12 x 30 W 16 X 100 2 x 10 O 1/2″ x 2.00 ambos sentidos w 12 x 30 6.00 5 5 A B W10 X22 W16 x50 W 14 X 26 W14X26 PERFIL PAG-330-14 50 200 CABALLETE 2% 2% 250 350 DETALLE DE VIGA Escala : 1/ 20 Escala : 3/1 0.55 0.30 5 w 12 x 30 W12x30 Detalle 1 Platinas de 6″x 6″x 3/8″ 2″ 2″ 1/2″ 2″ 1/2″ 1/2″ 2″ 1/2″ 2″ 5 4 3 2 1´ 6´ 5.75 6.00 6.00 6.00 5 2.00 W12x30 3/8″ 3/8″ 1/2″ 3/4″ 3/8″ CORTE TIPICO ZAPATA Escala: 1/20 PALNTA TIPICO ZAPATA Escala: 1/20 5 DETALLE PISO Esc: 1 / 100 PISO CORPALOSA 1 1/2 ” Escala: 1/20 2 O 5/6″ 2 O 5/6″ CORPA LOSA 2.07 DEALLE 1 DETALLES UNIONES Escala 1/20 5.00 5