Details Of Foundation DWG Detail for AutoCAD

Details Of Foundation DWG Detail for AutoCAD

Detail of foundations, reinforced concrete, etc.

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

variable, reinforcement in, reinforcement, its T. cms, in both directions cms, mts, mts mix, double cost of, laminate plate, variable, wooden structure, constructive detail, esc., lift shoe detail, mud tile floor, skeptural detail, esc., Screw with thread, platinum de, thickness both sides, skeptural detail, esc., wooden structure, pumice block, Wall, foundation, its T., scale:, typical wall e ‘, middle floor, its T., middle floor, its T., middle floor, beam channel, its T., auctioneer, do not. confined, rest cm, curvotec sheet, pumice block, Wall, with esl mts, outer wall, block of mts, celocia wall, int niv, its T., solera sillar, do not. confined, rest cm, its T., auctioneer, do not. confined, rest cm, concrete powder, filling mesclon with, electromalla of, Floor slab cm thick, concrete powder, filling mesclon with, electromalla of, Floor slab cm thick, screw, freestanding, Tensioner with, double nut, pvc shirt, superior solera, crown, tensor, pend., angular corrido, scale:, Gutter detail, reinforcement, not in both directions cm, Wall, pumice block, waterproof solera, do not. with est no., pumice block, Wall, foundation, pumice block, waterproof solera, its T., pumice block, reinforcement, superior solera, middle floor, scale:, its T., column, scale:, its T., reinforcement, scale:, reinforcement, its T., waterproof solera, rest cm, do not. cm, ext., int niv, scale:, foundation, scale:, adjacent, plant, shoe detail, scale:, shoe detail, elevation, scale:, ext., int niv, scale:, reinforcement, its T., do not. confined, rest cm, column, reinforcement, esl., rest cm, do not. cm, scale:, rest cm, its T., reinforcement, rest cm, its T., reinforcement, its T., cm, reinforcement, plant, shoe detail, scale:, shoe detail, elevation, scale:, not in both, cm senses, inside, with esl mts, column, scale:, reinforcement, do not. confined, rest cm, its T., column, scale:, reinforcement, do not. confined, rest cm, its T., plant, shoe detail, scale:, shoe detail, elevation, scale:, reinforcement, its T, do not. confined, rest cm, reinforcement, its T., column, rest cm, do not. cm, scale:, reinforcement, not in both directions cm, reinforcement, do not. in both directions cm, reinforcement, do not. its T. no rest, plant, shoe detail, scale:, shoe detail, elevation, scale:, do not. in both directions cm, Wall, pumice block, Wall, pumice block, pumice block, ext., int niv, scale:, foundation, scale:, inside, reinforcement, with esl mts, reinforcement, with esl mts, its T., middle floor, int niv, its T., middle floor, inside, middle floor, its T., intermediate beam ashlar, scale:, reinforcement, its T., structural beam, rest cm, do not. cm, scale:, column, scale:, reinforcement, band., trunk of column, plant, shoe detail, scale:, shoe detail, elevation, scale:, reinforcement, its T., do not. confined, rest cm, reinforcement, not in both directions cm, int niv, reinforcement, its T., do not. confined, rest cm, int niv, its T., solera sillar, intermediate beam ashlar, scale:, column, esc., reinforcement in, its T. confined type, rest, profiles type, costaneras, Wall, coastal, sheet, its T., crown beam, mosquito net, mesh, coastal, ridge capote, profiles type, reinforcement, lamina profile seven

Raw text data extracted from CAD file:

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SOLERA DE REMATE No. 3, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm LAMINA CURVOTEC BLOCK DE POMEZ MURO DE 0.14 x 0.19 x 0.39 5 5 5 d 1/2" CON ESL d 3/8" @ 0.20 mts MURO EXTERIOR 4 3 2 1 1 2 3 4 5 6 7 9 11 14 5 5 12 16 19 20 21 22 15 8 11 13 17 18 23 5 5 BLOCK DE 0.15*0.20*0.40 mts MURO CELOCIA 9 10 5 5 NIV INT +0.10 NIV INT -0.05 3 d 3/8" + EST. SOLERA SILLAR No. 2, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm 6 d 5/8" + EST. SOLERA DE REMATE No. 3, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm POLVO DE CONCRETO RELLENO / MESCLON CON ELECTROMALLA DE 1/4" LOSA DE PISO 10 CM DE GROSOR POLVO DE CONCRETO RELLENO / MESCLON CON ELECTROMALLA DE 1/4" LOSA DE PISO 10 CM DE GROSOR TORNILLO AUTOPORTANTE TENSOR CON DOBLE TUERCA CAMISA PVC d1" SOLERA SUPERIOR O CORONA TENSOR 3 d 3/8" @ 30 cm 4 d 3/8" 36° PEND. 75.35% ANGULAR CORRIDO X + 0.10 5 5 5 5 5 5 X 5 ESCALA: 1:110 DETALLE DE CANALETA 1.50 m 1.50 m REFUERZO 0.10 0.20 14 No 5/8" EN AMBOS SENTIDOS @ 10 cm MURO DE 0.14 x 0.19 x 0.39 BLOCK DE POMEZ SOLERA HIDROFUGA 4 No. 3 CON EST No. 2 @ 0.15 BLOCK DE POMEZ MURO DE 0.14 x 0.19 x 0.39 CIMIENTO CORRIDO DE 0.14 x 0.19 x 0.39 BLOCK DE POMEZ SOLERA HIDROFUGA 4 d 3/8" + EST. d 1/4" @ 0.15 DE 0.14 x 0.19 x 0.39 BLOCK DE POMEZ REFUERZO REFUERZO 5 5 SOLERA SUPERIOR SOLERA INTERMEDIA ESCALA: 1:10 4 d 3/8" + EST. COLUMNA C4 ESCALA: 1:10 5 6 d 5/8" + EST. REFUERZO 5 ESCALA: 1:10 5 5 REFUERZO 4 d 3/8" + EST. d 1/4" @ 0.15 SOLERA HIDROFUGA RESTO @ 20 cm No. 2, 7 @ 10 cm NIV EXT -0.15 NIV INT 0.00 ESCALA: 1:10 CIMIENTO CORRIDO CIMIENTO CORRIDO ESCALA: 1:10 5 5 COLINDANTE PLANTA DETALLE DE ZAPATA Z1 ESCALA: 1:12.5 DETALLE DE ZAPATA Z1 ELEVACION ESCALA: 1:12.5 0.10 0.10 5 5 NIV EXT -0.15 NIV INT 0.00 5 0.15 0.10 0.10 0.10 0.10 0.10 ESCALA: 1:10 REFUERZO 8 d 5/8" + EST. No. 3, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm 5 COLUMNA C6 REFUERZO 2 d 3/8" + ESL. 5 RESTO @ 20 cm No. 2, 7 @ 10 cm ESCALA: 1:10 RESTO @ 15 cm 5 5 d 1/4" @ 0.15 4 d 1/2" + EST. REFUERZO 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm 2 d 3/8" + EST. 5 5 REFUERZO 4 d 3/8" + EST. d 1/4" @ 0.15 d 1/4" 10 @ 5 cm, 10 @ 10 cm y el 2.00 m 0.10 0.10 0.10 5 5 5 5 5 5 5 1.00 m 1.00 m 5 5 5 5 5 5 5 REFUERZO 0.05 0.10 0.05 0.20 PLANTA DETALLE DE ZAPATA Z3 ESCALA: 1:125 DETALLE DE ZAPATA Z3 ELEVACION ESCALA: 1:125 5 5 0.10 0.10 5 5 5 5 5 5 0.10 0.10 0.10 0.10 10 No 1/2" EN AMBOS SENTIDOS @ 10 cm 5 INTERIOR 5 d 1/2" CON ESL d 3/8" @ 0.20 mts 5 d 3/8" CON ESL d 1/4" @ 0.20 mts COLUMNA C3 COLUMNA C2 ESCALA: 1:10 REFUERZO No. 3, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm 8 d 5/8" + 2 EST. COLUMNA C1 ESCALA: 1:10 REFUERZO No. 3, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm 8 d 5/8" + 2 EST. 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 1.50 m 0.10 0.20 PLANTA DETALLE DE ZAPATA Z2 ESCALA: 1:12.5 DETALLE DE ZAPATA Z1 ELEVACION ESCALA: 1:12.5 0.10 0.10 0.10 0.10 0.10 0.10 0.10 REFUERZO 8 d 5/8" + EST No. 3, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm 1.50 m 0.10 0.10 0.10 0.10 0.10 0.10 1.50 m REFUERZO 5 4 d 3/8" + EST. COLUMNA C5 5 RESTO @ 20 cm No. 2, 7 @ 10 cm ESCALA: 1:10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 REFUERZO 14 No 5/8" EN AMBOS SENTIDOS @ 10 cm 5 5 5 5 5 5 5 0.70 m 0.70 m 5 5 5 5 5 5 5 REFUERZO \A1;0.10 0.05 0.10 0.05 0.10 0.20 7 No. 4 EN AMBOS SENTIDOS @ 10 cm REFUERZO REFUERZO 4 No. 4 + EST. No 2 7 @ 0.10 RESTO @ 0.20 PLANTA DETALLE DE ZAPATA Z4 ESCALA: 1:125 DETALLE DE ZAPATA Z4 ELEVACION ESCALA: 1:125 5 5 0.10 0.10 0.10 7 No. 4 EN AMBOS SENTIDOS @ 10 cm 1.50 m 0.70 m 5 5 0.15 MURO DE 0.14 x 0.19 x 0.39 BLOCK DE POMEZ BLOCK DE POMEZ MURO DE 0.14 x 0.19 x 0.39 DE 0.14 x 0.19 x 0.39 BLOCK DE POMEZ DE 0.14 x 0.19 x 0.39 BLOCK DE POMEZ NIV EXT -0.15 NIV INT 0.00 ESCALA: 1:10 CIMIENTO CORRIDO CIMIENTO CORRIDO ESCALA: 1:12.5 5 0.15 INTERIOR 0.15 REFUERZO 5 5 4 d 3/8" CON ESL d 1/4" @ 0.10 mts REFUERZO 5 4 d 3/8" CON ESL d 1/4" @ 0.10 mts 4 d 3/8" + EST. d 1/4" @ 0.15 SOLERA INTERMEDIA NIV INT 0.00 NIV INT 0.00 4 d 3/8" + EST. d 1/4" @ 0.15 SOLERA INTERMEDIA 5 5 5 5 INTERIOR SOLERA INTERMEDIA 5 d 3/8" + EST. d 1/4" @ 0.15 VIGA INTERMEDIA SILLAR ESCALA: 1:10 5 5 5 5 5 REFUERZO 5 4 d 1/2" + EST. VIGA ESTRUCTURAL 5 RESTO @ 20 cm No. 2, 7 @ 10 cm ESCALA: 1:10 COLUMNA C7 ESCALA: 1:10 REFUERZO @ 10 cm 4 d 1/2" + ZUNCHO. TRONCO DE COLUMNA 1.00 m 0.20 PLANTA DETALLE DE ZAPATA Z2 ESCALA: 1:12.5 DETALLE DE ZAPATA Z1 ELEVACION ESCALA: 1:12.5 0.10 0.10 0.10 0.10 REFUERZO 6 d 1/2" y 2 d 3/8 + EST. No. 3, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm 1.00 m 0.10 0.10 0.10 0.10 0.10 1.00 m 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 0.10 REFUERZO 9 No 5/8" EN AMBOS SENTIDOS @ 10 cm 1.50 m 0.10 0.10 NIV INT 0.00 NIV INT 0.00 REFUERZO 6 d 1/2" y 2 d 3/8 + EST. No. 3, CONFINADOS 10 @ 5 cm, 10 @ 10 cm RESTO @ 15 cm NIV INT 0.00 NIV INT 0.00 3 d 3/8" + EST. SOLERA SILLAR @ 15 cm 5 5 5 5 5 \A1;0.02 VIGA INTERMEDIA SILLAR ESCALA: 1:10 COLUMNA C-1 ESC. 1:10 5 REFUERZO EN C-1 6 d 3/8 EST. TIPO CINCHO^JDE 1/4 CONFINADO 5 5 RESTO @ 20 PERFILES TIPO "C" DE 3" x 6" x 1/16" COSTANERAS MURO COSTANERA LAMINA 6d 3/8" + EST. d 1/4" @ 10 VIGA CORONA 5 CEDAZO MOSQUITERO MALLA DE 2" COSTANERA DE 4" CUMBRERA O CAPOTE C L L C PERFILES TIPO "C" REFUERZO LAMINA PERFIL SIETE COSTANERA DE 4" LAMINA PERFIL 7 SOLDADURA MURO DE BLOCK CON ROSCA DE 3/8 PERNO DE ANCLAJE COSTANERA DE 6" DOBLE DE 0.15 CMS PLATINA DE METAL/ REFUERZO 1/4 VIGA CORONA d 1/4" @ 10 6d 3/8" + EST. RESTO @ 20 5 Niv Exterior. -0.15 VIGA DE HUMEDAD Niv INTERIOR Piso 0.00 VIGA SILLAR VIGA CORONA MURO DE BLOCK VENTANA CIMIENTO CORRIDO 5 5 MARCO DE MADERA MARCO DE MADERA NIV DE PISO INTERIOR. 0.00 NIVLE EXTERIOR - 0.15 C A 5 5 5 5 5 REGLA DE 2" X 4" TORNILLO CON ROSCA PLATINA DE 1/4 DE GROSOR AMBOS LADOS 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0,97 0,08 0,72 0,08 0,07 0,97 0,96 0,30 0,07 0,97 0,07 0,97 0,08 LAMINA TROQUELADA VIGA CORONA MARCO DE MADERA 5 5 5 5 VIGA CORONA MARCO DE MADERA VIGA DE MADERA DE 4" X 7"

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, concrete, DETAIL, details, DWG, FOUNDATION, foundations, fundament, reinforced