Structural Details DWG Detail for AutoCAD

Construction details of dala enclosure; run shoe; girders; castles and reinforced concrete slab

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

cms, cms, cms, detail of castles, castles, castles k., castles, armex, solid slab of cms. of thickness., the deduplication of the wooden decks, in var. from, in var. the rest., in both directions except where indicated., armed with c. cms., structural specifications:, top bed, reinforcing steel:, concrete, will be of tables of cms., cms, rod of cm. in both ways, concrete template of cm., central wall run zapata, dala, Wall, n.d.d, var in the long run, zapata, concrete template of cm., Wall, dala, n.d.d, rod of cm. in both ways, detail of reinforcement of solid slab of cms. rooftop, cms., sticks discontinuous side, continuous side batons, cms, discontinuous side bayonets, continuous side bayonets, support for, of the clear, support for, with rod of cm. in both ways, armex, dala anchor detail, of enclosure with slab, enclosure, rod of cm. in a short sense, stirrups, Wall, n.s.p.t, pretile wall, chamfer, concrete template of cm., dala with armex, cms, var meaning, reinforcement in the vicinity, welded Mesh, slab, armex, dala with armex, cms, castles, armex, lock drowned in solid slab, lock, var, stirrups, var

Raw text data extracted from CAD file:

60 cms 0.15 \A1;0.20 0.15 0.20 0.05 0.10 40 cms 0.05 0.10 60 cms 0.25 0.10 \A1;0.15 \A1;0.20 DETALLE DE CASTILLOS CASTILLOS K1 K 15 X 20 – 4 15 X 15 – 4 B 20 15 A 15 15 AS CASTILLOS K. 0.15 0.15 0.15 CASTILLOS K1 Y DALAS 0.20 ARMEX 15-15-4 ARMEX 15-20-4 * LOSA MACIZA DE 10 CMS. DE ESPESOR. * EL ENDUELADO DE LAS CUBIERTAS DE MADERA f’y=2530 KG/CM2. EN VAR. DE 1/4″ (ALAMBRON). f’y=4200 KG/CM2. EN VAR. DE 3/8″ O MAS. EN AMBOS SENTIDOS EXCEPTO DONDE SE INDIQUE. ARMADA CON VARILLA DE 3/8″ C. 20 CMS. ESPECIFICACIONES ESTRUCTURALES: * BAYONETAS= L/5. * BASTONES= L/4. * L.S.= LECHO SUPERIOR. * ACERO DE REFUERZO: * CONCRETO F’c=200 KG/CM2. SERA DE TABLAS DE 1″x20 cms. 60 cms VARILLA DE 3/8″ @ 14 CM. EN AMBOS SENTIDOS PLANTILLA DE CONCRETO f´c = 100 Kg/cm2 de 5 cm. 0.15 0.20 ZAPATA CORRIDA MURO CENTRAL (ZC) 0.15 dala MURO N.D.D -0.80 2 VAR 3/8″ EN SENTIDO LARGO ZAPATA CORRIDA MURO DE COLINDANCIA (ZC) 0.20 PLANTILLA DE CONCRETO f´c = 100 Kg/cm2 de 5 cm. MURO dala N.D.D -0.80 VARILLA DE 3/8″ @ 20 CM. EN AMBOS SENTIDOS DETALLE DE ARMADO DE LOSA MACIZA DE 10 CMS. AZOTEA \A1;10 cms. BASTONES LADO DISCONTINUO BASTONES LADO CONTINUO \A1;50 CMS \A1; 40 CMS BAYONETAS LADO DISCONTINUO BAYONETAS LADO CONTINUO APOYO \A1;L/4 \A1;L/5 \A1;L L=LONGITUD DEL CLARO APOYO ARMADO DE VARILLA DE 3/8″ @ 20 CM. EN AMBOS SENTIDOS ARMEX 15-20-4 DETALLE DE ANCLAJE DE DALA DE CERRAMIENTO CON LOSA CERRAMIENTO VARILLA DE 3/8″ @ 22 CM. EN SENTIDO CORTO ESTRIBOS MURO N.S.P.T +2.15 MURO PRETIL CHAFLAN 0.15 0.20 0.05 0.10 PLANTILLA DE CONCRETO f´c = 100 Kg/cm2 de 5 cm. DALA CON ARMEX 15-20-4 40 cms 1 VAR 3/8″ SENTIDO LARGO REFUERZO EN COLINDANCIA 0.05 0.10 MALLA ELECTROSOLDADA 6/6 – 10/10 LOSA DALA DE DESPLANTE ARMEX 15-20-4 DALA CON ARMEX 15-20-4 60 cms CASTILLOS K2 ARMEX 15-25-4 0.25 0.15 K2 15 25 15 X 25 – 4 0.25 TRABE AHOGADA EN LOSA MACIZA TRABE T1 0.10 3 VAR 1/2″ ESTRIBOS 1/4″@15CMS 2 VAR 3/8″