Architecture Section DWG Section for AutoCAD

ARCHITECTURE SECCTION OF TILE ROOF;STRUCTURAL MARK OF STEEL BEAMSWALLS IN CONCRETE BLOCKS WITH PLAIN REPELLER; USED FOR PARKING AT FAMILY RESIDENCE OF HIGH LEVEL.

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

running angle of, imperial type clay plug, smooth stroller aligners with washer nut spaced, fluvial channel of galv steel. caliber, stroller holders for bars, ridge, mooring beam, Bloq’s wall. of thick smooth plaster, mooring beam vt, steel beam, roof of imperial clay tiles on galvanized zinc sheets side gauge, fluvial channel of galv steel. caliber, stroller of ac. galv. lime. welded stroller corr. from ac galv. lime., plastering stucanet smooth, galvanized steel stroller welded gauge stroller galv steel run. lime., smooth bars from c.a.c., pv.c., double stroller cal., n.p.a., Bloq’s wall. of thick smooth plaster, concrete column box sheet, mooring beam vt, floor of parking of hormg. With thick reinforcing steel, upper beam level, upper ridge level, pv.c., Steel tube column projection cabbage box sheet, section, scale, roof parking, beam projection

Raw text data extracted from CAD file:

.95 2.85 3.80 .10 3.33 3.33 .15 .05 6.91 1.80 .22 .08 .50 .10 .50 .10 .50 ±2.81 .10 .50 .10 .50 ±4.01 .15 .10 2.65 2.85 \A1; ANGULO CORRIDO DE 1 1/2″X1 1/2″X 3/16″ TAPON DE ARCILLA TIPO IMPERIAL ALINEADORES DE CARRIOLAS DE 1/2″d LISAS CON TUERCA Y ARANDELA ESPACIADAS @ L/2 CANAL FLUVIAL DE ACERO GALV. CALIBRE # 18 SOSTENEDORES DE CARRIOLAS DE BARRAS DE 3/8″d CUMBRERA VIGA DE AMARRE PARED DE BLOQ’S. DE 4″ DE ESPESOR + REPELLO LISO A/C VIGA DE AMARRE VT ( .10 X .30 ) VIGA DE ACERO W10 X21 TECHO DE TEJAS DE ARCILLA TIPO IMPERIAL SOBRE LAMINAS DE ZINC GALVANIZADO ONDU- LADO CALIBRE #26. CANAL FLUVIAL DE ACERO GALV. CALIBRE # 18 CARRIOLA DE 1 1/2″X2″ DE AC. GALV. CAL. #16 SOLDADA A CARRIOLA CORR. DE AC. GALV. CAL. #16 MALLA STUCANET + REPELLO LISO CARRIOLA DE 1 1/2″X2″ DE ACERO GALVANIZADO CALIBRE #16 SOLDADA A CARRIOLA CORRIDA DE ACERO GALV. CAL. #16 BARRAS LISAS DE 3/8″d @ .25 C.A.C. BAJANTE PLUVIAL DE 4″ P.V.C. A DOBLE CARRIOLA 8″ X 2″ CAL. # 16 @ .60 N.P.A. 47.90 PARED DE BLOQ’S. DE 4″ DE ESPESOR + REPELLO LISO A/C COLUMNA DE CONCRETO # C-ES \C3;(VER CUADRO HOJA # ES-09) VIGA DE AMARRE VT ( .15 X .30 ) PISO DE ESTACIONAMIENTO DE HORMG. CON .15 DE ESPESOR + ACERO DE REFUERZO # 3 @ .25 5 5 5 NIVEL SUPERIOR DE VIGA NIVEL SUPERIOR DE CUMBRERA BAJANTE PLUVIAL DE 4″ P.V.C. PROYECCION DE COLUMNA # C-ES1 DE TUBO DE ACERO 4″ X 4″ X 1/4 (VER CUADRO DE COL’S HOJA # ES-09) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ±<> 5 5 5 5 ±<> SECCION ESCALA 1:25 ES-33 1 TECHO ESTACIONAMIENTO B C E ES-33 D ES-33 ES-33 ES-33 ES-33 5 5 5 5 PROYECCION DE VIGA W 6 X 12 PROYECCION DE VIGA W 6 X 12