Foundations Run DWG Detail for AutoCAD

Foundations Run DWG Detail for AutoCAD

Plant Foundation. External and internal growth. Price Reduced chain. Wooden Floor Plan. Concrete floor. Details michinal

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

danny fierro, buildings, architecture facuilty, arq. jose vasquez, excavation volume, eviction volume, replant, stone, concrete, foundation, run, stirrups, will lose molon, stone ball, simple concrete, foundation, overcoming, chain, replant, stirrups, will lose molon, stone ball, simple concrete, foundation, overcoming, chain, replant, stirrups, will lose molon, stone ball, overcoming, chain, kind, hook, long, weapon, long, surplus, cut, tot, dimension, cod, log, hard, estri, esc:, cimentacion plant, esc:, cut, external foundation, esc:, cut, inner foundation, esc:, cut, discounted chain, foundation, run, chain, wall of, metal band, wooden beam, foundation, esc:, wooden floor plant, brick masonry, foundation, overcoming, chain, replant, esc:, concrete tile floor, terracotta tile, mortar, simple concrete, waterproofing, stone ball, compacted earth, sand to confine, wooden beam, wooden floor, molon stone, michinal, esc:, detail of michinal type, brick masonry, foundation, overcoming, chain, replant, esc:, wooden floor, stirrups, iron, simple concrete, molon stone, overcoming, chain, esc:, cut, discounted chain, air chamber, confined land, wooden beam, wooden floor, wooden beam, wooden floor, esc:, detail of placement of the stave, cut, kind, type of irons, buildings, architecture facuilty, buildings, architecture facuilty

Raw text data extracted from CAD file:

\A1;0.10 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.48 \A1;0.48 \A1;0.52 \A1;0.52 \A1;0.52 \A1;0.52 \A1;0.52 \A1;0.15 \A1;0.52 \A1;0.52 \A1;0.52 \A1;0.52 \A1;0.15 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.40 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.11 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.48 \A1;0.11 \A1;0.80 \A1;0.81 \A1;0.90 \A1;0.15 \A1;0.52 \A1;0.20 \A1;0.10 \A1;0.20 \A1;0.40 \A1;0.50 \A1;0.10 \A1;0.50 \A1;0.20 \A1;0.10 \A1;0.20 \A1;1.00 \A1;0.40 \A1;0.20 DANNY FIERRO P, CONSTRUCCIONES FACULTAD DE ARQUITECTURA ARQ. JOSE VASQUEZ \A1;1.90 \A1;1.00 \A1;0.40 \A1;2.50 \A1;0.40 \A1;4.00 \A1;0.40 \A1;3.30 \A1;4.40 \A1;0.40 \A1;2.80 \A1;0.40 \A1;1.00 \A1;0.40 \A1;2.60 \A1;0.40 \A1;8.00 \A1;0.40 \A1;2.40 \A1;0.40 \A1;1.60 \A1;0.40 \A1;2.10 \A1;0.40 \A1;7.70 \A1;0.40 \A1;2.50 \A1;0.50 \A1;3.10 \A1;0.40 \A1;6.90 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.14 \A1;0.26 \A1;0.40 \A1;0.10 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.16 \A1;0.20 \A1;0.40 \A1;0.14 \A1;0.26 \A1;0.14 \A1;0.26 \A1;0.14 \A1;0.26 \A1;0.14 \A1;0.75 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.14 \A1;0.14 \A1;0.26 \A1;0.26 \A1;0.14 \A1;0.20 \A1;0.10 \A1;0.03 \A1;0.02 \A1;0.05 \A1;0.10 \A1;0.20 \A1;4.00 \A1;0.02 \A1;0.10 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.40 \A1;0.16 \A1;0.02 \A1;0.20 \A1;0.20 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.12 \A1;0.05 A A' c' c b' b 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VOLUMEN DE EXCAVACION VOLUMEN DE DESALOJO REPLANTILLO PIEDRA HORMIGON 11.40 m3 13.68 m3 1.9 M3 5.32 m2 7.98 CIMENTACION CORRIDA 4 d 12mm ESTRIBOS d 8mm PIERDRA MOLON PIEDRA BOLA HORMIGON SIMPLE 1 : 3 : 5 CIMIENTO SOBRECIMIENTO CADENA REPLANTILLO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 d 12mm ESTRIBOS d 8mm PIERDRA MOLON PIEDRA BOLA HORMIGON SIMPLE 1 : 3 : 5 CIMIENTO SOBRECIMIENTO CADENA REPLANTILLO 5 5 5 4 d 12mm ESTRIBOS d 8mm PIERDRA MOLON PIEDRA BOLA SOBRECIMIENTO CADENA MC TIPO d a b c GANCHO LONG ARMA LONG 9 12 SOBRA CORT TOT 001 I 002 003 004 005 006 007 12 12 12 12 12 12 DIMENCION 6.86 3.26 7.96 3.46 1.56 7.66 4.56 2 X 0.12 2 X 0.12 2 X 0.12 28.40 56.00 32.80 14.80 7.20 63.20 19.20 7.10 3.50 8.20 3.70 1.80 7.90 4.80 4 16 4 4 4 8 4 4 X 4.90 1 X 8.50 4 X 0.80 1 X 1.80 COD LOG # CD 1 6.90 CD 2 CD 3 CD 4 CD 5 CD 6 CD 7 3.30 8.80 3.50 1.60 7.70 4.60 1 4 1 1 1 2 1 I I I I I I 208 008 O 12 8 2X0.16 2X0.16 2 X 0.12 2 X 0.12 2 X 0.12 2 X 0.12 2 X 0.03 0.70 DURA -- 145.60 4 2 1 8 4 6 2 13 # ESTRI 27 52 31 13 6 61 18 5 X 1.50 2 X 1.60 2 X 2.40 8 X 1.10 12 X 0.10 1 X 9.70 -- ESC: 1 50 PLANTA DE CIMENTACION ESC: 1 10 CORTE A - A´ CIMIENTO EXTERIOR ESC: 1 10 CORTE B - B´ CIMIENTO INTERIOR ESC: 1 10 CORTE C - C´ CADENA REBAJADA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CIMENTACION CORRIDA 5 5 5 5 4 d 12mm CADENA MURO DE ZUNCHO METALICO VIGA DE MADERA CIMENTACION (0.14 X 0.16) ESC: 1 10 PLANTA DE PISO DE MADERA MANPOSTERIA DE LADRILLO CIMIENTO SOBRECIMIENTO CADENA REPLANTILLO ESC: 1 10 PISO DE HORMIGON Y BALDOSA BALDOSA DE BARRO COCIDO MORTERO (1:3) HORMIGON SIMPLE IMPERMEABILIZANTE PIEDRA BOLA TIERRA COMPACTADA ARENA PARA CONFINAR 5 5 5 5 5 VIGA DE MADERA (0.14 X 0.16) DUELA DE MADERA PIEDRA MOLON (0.02 X 0.06 X 2.40) MICHINAL 5 5 ESC: 1 10 DETALLE DE MICHINAL TIPO 5 5 5 5 5 MANPOSTERIA DE LADRILLO CIMIENTO SOBRECIMIENTO CADENA REPLANTILLO ESC: 1 10 PISO DE MADERA 5 5 5 5 5 ESTRIBOS d 8mm HIERRO d 12mm HORMIGON SIMPLE 1 : 3 : 5 PIEDRA MOLON SOBRECIMIENTO CADENA ESC: 1 10 CORTE C - C´ CADENA REBAJADA 5 5 5 5 5 CAMARA DE AIRE 5 TIERRA CONFINADA (IMPEDIR LA HUMEDAD) VIGA DE MADERA (0.14 X 0.16) DUELA DE MADERA (0.02 X 0.06 X 2.40) VIGA DE MADERA (0.14 X 0.16) DUELA DE MADERA (0.02 X 0.06 X 2.40) ESC: 1 10 DETALLE DE COLOCACION DE LA DUELA CORTE TIPO I TIPO O TIPO DE HIERROS CONSTRUCCIONES FACULTAD DE ARQUITECTURA CONSTRUCCIONES FACULTAD DE ARQUITECTURA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, chain, DETAIL, DWG, external, floor, FOUNDATION, foundations, fundament, growth, internal, plant, run, wooden