Construction Details Ha DWG Detail for AutoCAD

Details Construction Systems, Slabs, Columns, Beams, Footings.

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

running, foundation, brick type iv, on foundation, foundation, cut, esc:, filling, lightweight slab roof, esc:, contraction reinforcement temp., lightened slab, elevation, typical cut, on supports, elev., columns mooring detail, elev., beam sill, filling, sole, floor, beam, bend detail, of stirrups, all, elevation, tube, section

Raw text data extracted from CAD file:

\A1;0.50 \A1;0.80 \A1;0.30 \A1;0.45 \A1;1.10 \A1;1.00 \A1;1.00 \A1;3.10 \A1;0.25 \A1;0.25 \A1;3.10 \A1;3.10 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.45 \A1;0.65 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.30 \A1;H=0.25 \A1;0.20 \A1;0.05 \A1;0.10 \A1;0.25 \A1;0.15 \A1;0.25 \A1;3.10 \A1;3.10 \A1;0.25 \A1;0.25 \A1;3.10 \A1;0.25 \A1;2.35 \A1;0.75 \A1;0.25 \A1;3.10 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;3.10 \A1;0.50 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.50 \A1;.30 \A1;20 A A z – 1 A A A A A A z – 1 z – 1 NPT= + 0.15 CORRIDO CIMIENTO Ladrillo Tipo IV NTN= ± 0.00 SOBRE CIMIENTO z – 1 NFC= -1.10 CIMENTACION CORTE A-A 0.50 5 5 5 ESC: 1/50 ESC: 1/25 RELLENO 5 Ø1/2″ a .20 5 5 5 5 5 1 1 TECHO – LOSA ALIGERADA (H=0.25) ESC: 1/50 1 2 A B A B 5 5 5 5 5 5 5 5 5 5 REFUERZO POR CONTRACC. Y TEMP. Ø1/4″@ 0.25 LOSA ALIGERADA (H=.25) 0.30 Elevación H=0.25 0.20 0.05 1:12.5 CORTE TIPICO 0.10 1 1 5 4Ø3/8″ (CORR.) 5 (CONFINAMIENTOS/EXTREMO) EN APOYOS EXTREMOS) 5 Elev. 1:25 1 1 1 1 1:25 DETALLE DE AMARRE DE COLUMNAS Elev. 1 2 3.10 Y VIGA SOLERA C-1 Ø5/8″ NPT= + 0.15 Ø1/2″ a .20 NFC= -1.13 RELLENO SOLADO 2″ NTN= ± 0.00 0.25 0.25 Ø1/2″ a .20 Ø1/2″ a .20 Ø1/2″ a .20 Ø1/2″ a .20 Ø1/2″ a .20 Ø1/2″ a .20 C PISO C-1 1º d3/8″: 5 @ 0.10, R @ 0.20 4 d 5/8″ C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 Ø1/2″ a .20 1 2 5 5 5 1 2 A B A B 5 5 5 5 5 5 5 5 5 5 1 2 d1/4″: 2 @ 0.05, 4 @ 0.10, R @ 0.20 d DE COLUMNA,PLACA ó VIGA a(cm.) r(cm.) 0.025 DETALLE DE DOBLADO r 45° a 45° 0.025 1.3 2.5 2.0 d 1/2″ 3/8″ 1/4″ 6.5 12.5 10.0 DE ESTRIBOS 1Ø3/8″ (EN TODAS LAS VIGUETAS) 1 1 V – 01 V – 01 V – 01 V – 02 V – 02 V – 01 V – 01 A B 3.10 V – 02 C-1 C-1 5 0.30 0.10 0.10 0.225 0.225 0.25 0.50 ELEVACION Ø 1/2″ TUBO Ø 4″ .30 20 SECCION C-1