Foundations, Footings, Column, Wall Sections DWG Section for AutoCAD

Foundations, Footings, Column, Wall Sections DWG Section for AutoCAD

CONSTRUCTION DETAILS OF FOUNDATIONS AND COLUMNS, WITH TYPES OF IRON AND SEVERAL SECTIONS OF WALLS

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

variable, waterproof solera, links not, block in, middle floor, mezzanine beam, prefabricated, mezzanine slab, links not, foundation, block pomez, np., np., np., waterproof solera, links not, np., block pomez, links not, foundation, mezzanine slab, prefabricated, mezzanine beam, links not, block in, middle floor, wall cut, scale, scale, wall cut, np., deck slab, deck beam, links not, block in, middle floor, scale, middle floor, block in, links not, mezzanine slab, prefabricated, mezzanine beam, wall cut, scale, prefabricated, mezzanine slab, mezzanine beam, mezzanine slab, prefabricated, mezzanine beam, np., prefabricated, mezzanine slab, wall cut, np., mezzanine beam, mezzanine floor, prefabricated, scale, block in, links not, block in, links not, block pomez, block pomez, block pomez, scale, foundation, np., water heater, links not, np., block pomez, links not, foundation, foundation, foundation, links not, block pomez, np., links not, water heater, np., scale, stirrups in the, ref. no no, beam type, type column, ref. no no, stirrups in the, type column, ref. do not, stirrups not, mooring beam, reinforcement, stirrups not, reinforcement, stirrups in the, waterproof solera, stirrups in the, column, reinforcement, stirrups not, column, reinforcement, column, stirrups not, links not, column, reinforcement, links not, column, reinforcement, middle floor, block in, links not, stirrups in the, mooring beam, cement projection, in both ways, shoe type, reinforcement, reinforcement, column, stirrups not, reinforcement, column, stirrups not, mooring beam, stirrups in the, cement projection, in both ways, shoe type, reinforcement, in both ways, reinforcement, shoe type, mooring beam, stirrups not, cement projection, in both ways, reinforcement, shoe type, reinforcement, in both ways, reinforcement, shoe type, in both ways, np., np., variable, np., np., reinforcement, column, stirrups not, variable, np., plant, scale, plant, scale, cut, scale, cut, scale, cprte, shoe type

Raw text data extracted from CAD file:

0,2 0,42 0,05 1,22 0,2 1,26 0,25 0,15 0,2 0,82 3,13 0,2 0,42 0,05 0,2 0,82 3,13 0,05 0,1 2,05 0,63 0,4 0,4 1,27 0,2 1,05 0,3 0,4 0,3 0,3 0,4 0,05 0,1 0,1 0,05 1,89 0,63 1,05 1,47 0,2 0,42 0,05 0,2 0,82 0,82 0,2 0,05 0,42 0,2 0,4 0,07 0,05 0,3 0,05 0,4 0,07 0,05 0,3 0,05 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.30 \A1;0.30 \A1;0.20 0,2 0,3 0,15 0,2 0,25 0,25 0,2 0,15 0,15 0,2 0,15 0,1 0,15 0,05 0,05 0,2 0,15 0,05 1,1 0,05 1,2 0,4 0,4 0,07 0,13 0,2 0,05 1,1 1,2 0,07 0,13 0,2 0,2 0,13 0,07 0,05 VARIABLE VARIABLE VARIABLE 0,05 0,9 0,05 1.00 0,05 1,1 0,05 1,2 1,2 0,05 1,1 0,05 0,05 1,1 0,05 1,2 1,2 0,05 1,1 0,05 0,05 0,9 0,05 1 0,05 0,9 0,05 1 SOLERA HIDROFUGA 4No3 + Eslabones No 2 @ 0.20 2 No3 + Eslabones No 2 @ 0.20 BLOCK EN U SOLERA INTERMEDIA 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 8 9 10 11 12 13 DE 0.2 X 0.40 VIGA DE ENTREPISO PREFABRICADA LOSA ENTREPISO 3 No3 + Eslabones No 3 @ 0.25 DE 0.20 X 0.40 CIMIENTO CORRIDO f= 50 Kg/ CM DE 0.15 X 0.20 X 0.40 BLOCK POMEZ 2 NP. + 0.15 NP. 0.00 5 5 5 5 5 5 0.00 NP. SOLERA HIDROFUGA 4No3 + Eslabones No 2 @ 0.20 NP. + 0.15 f= 50 Kg/ CM DE 0.15 X 0.20 X 0.40 BLOCK POMEZ 3 No3 + Eslabones No 3 @ 0.25 DE 0.20 X 0.40 CIMIENTO CORRIDO LOSA ENTREPISO PREFABRICADA DE 0.2 X 0.40 VIGA DE ENTREPISO 13 12 11 9 8 6 4 3 2 1 2 No3 + Eslabones No 2 @ 0.20 BLOCK EN U SOLERA INTERMEDIA CORTE DE MURO Escala 1/1 1- 1' Escala 1/1 1- 1' CORTE DE MURO CORTE DE MURO NP. + 3.13 LOSA DE CUBIERTA DE 0.10 DE 0.2 X 0.30 VIGA DE CUBIERTA 12 11 10 9 8 6 5 4 3 2 1 2 No3 + Eslabones No 2 @ 0.20 BLOCK EN U SOLERA INTERMEDIA 1- 1' Escala 1/1 7 SOLERA INTERMEDIA BLOCK EN U 2 No3 + Eslabones No 2 @ 0.20 5 5 5 5 5 LOSA ENTREPISO PREFABRICADA DE 0.2 X 0.40 VIGA DE ENTREPISO 5 5 5 5 5 CORTE DE MURO 1- 1' Escala 1/1 5 PREFABRICADA LOSA ENTREPISO 5 + 3.13 DE 0.2 X 0.40 VIGA DE ENTREPISO LOSA ENTREPISO PREFABRICADA VIGA DE ENTREPISO DE 0.2 X 0.40 1 2 3 4 5 8 10 11 12 NP. PREFABRICADA LOSA ENTREPISO 5 5 CORTE DE MURO NP. 12 11 10 9 8 4 3 2 1 DE 0.2 X 0.40 VIGA DE ENTREPISO VIGA DE ENTREPISO DE 0.2 X 0.40 + 3.13 LOSA ENTREPISO PREFABRICADA Escala 1/1 1- 1' 5 5 BLOCK EN U 2 No3 + Eslabones No 2 @ 0.20 6 7 BLOCK EN U 2 No3 + Eslabones No 2 @ 0.20 5 5 7 6 5 5 5 5 BLOCK POMEZ DE 0.15 X 0.20 X 0.40 f= 50 Kg/ CM BLOCK POMEZ DE 0.15 X 0.20 X 0.40 f= 50 Kg/ CM BLOCK POMEZ DE 0.15 X 0.20 X 0.40 f= 50 Kg/ CM Escala 1/1 1- 1' CIMIENTO CORRIDO 5 5 5 5 5 0.00 NP. SOLERA HIDROFUGA 4No3 + Eslabones No 2 @ 0.20 NP. + 0.15 2 f= 50 Kg/ CM DE 0.15 X 0.20 X 0.40 BLOCK POMEZ 3 No3 + Eslabones No 3 @ 0.25 DE 0.20 X 0.40 CIMIENTO CORRIDO 1 2 CIMIENTO CORRIDO 2 1 CIMIENTO CORRIDO DE 0.20 X 0.40 3 No3 + Eslabones No 3 @ 0.25 BLOCK POMEZ DE 0.15 X 0.20 X 0.40 f= 50 Kg/ CM 2 + 0.15 NP. 4No3 + Eslabones No 2 @ 0.20 SOLERA HIDROFUGA NP. 0.00 5 5 5 5 5 1- 1' Escala 1/1 5 5 5 5 5 5 5 5 5 5 0.25 5 5 0.30 ESTRIBOS No 3 Ref. 4 No 5 + 2 No 4 VIGA TIPO V-1 0.30 COLUMNA TIPO C-1 Ref. 4 No 4 + 4 No 3 ESTRIBOS No 3 @ 0.20 0.20 COLUMNA TIPO C-2 Ref. 4 No 3 ESTRIBOS No 2 @ 0.20 5 5 5 5 5 5 5 5 5 5 VIGA DE AMARRE REFUERZO 4 No4 + ESTRIBOS No 2 @ 0.15 REFUERZO 4 No3+ ESTRIBOS No 2 @ 0.20 SOLERA HIDROFUGA 6 No5+ ESTRIBOS No 3 @ 0.20 COLUMNA C-1 REFUERZO 4 No4+ ESTRIBOS No 2 @ 0.15 COLUMNA C-2 REFUERZO REFUERZO COLUMNA C-3 4 No3+ ESTRIBOS No 2 @ 0.20 2 No3+ ESLABONES No 2 @ 0.20 COLUMNA C-4 REFUERZO 5 5 5 5 5 2 No3+ ESLABONES No 2 @ 0.20 COLUMNA C-5 REFUERZO 5 5 SOLERA INTERMEDIA BLOCK EN "U" DE 0.15 X 0.20 X 0.40 2 No3 + Eslabones No 2 @ 0.20 5 5 5 5 5 5 5 5 5 4 No4+ ESTRIBOS No 2 @ 0.15 VIGA DE AMARRE 0.20 X0.40 PROYECCION DE CIMENTO 9 No4 EN AMBOS SENTIDOS ZAPATA TIPO Z-1 REFUERZO REFUERZO COLUMNA C-1 6 No5+ ESTRIBOS No 3 @ 0.20 REFUERZO COLUMNA C-2 4 No4+ ESTRIBOS No 2 @ 0.15 5 5 5 5 5 5 VIGA DE AMARRE 0.20 X0.40 4 No4+ ESTRIBOS No 2 @ 0.15 PROYECCION DE CIMENTO 5 5 5 5 7 No4 EN AMBOS SENTIDOS ZAPATA TIPO Z-1 REFUERZO 9 No4 EN AMBOS SENTIDOS REFUERZO ZAPATA TIPO Z-1 VIGA DE AMARRE 0.20 X0.40 4 No4+ ESTRIBOS No 2 @ 0.15 PROYECCION DE CIMENTO 9 No4 EN AMBOS SENTIDOS REFUERZO ZAPATA TIPO Z-1 ZAPATA TIPO Z-1 REFUERZO 9 No4 EN AMBOS SENTIDOS REFUERZO ZAPATA TIPO Z-1 7 No4 EN AMBOS SENTIDOS NP. 0.00 + 0.15 NP. VARIABLE VARIABLE + 0.15 NP. NP. 0.00 + 0.15 NP. REFUERZO COLUMNA C-1 6 No5+ ESTRIBOS No 3 @ 0.20 VARIABLE NP. 0.00 5 5 5 1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA 1- 1' Escala 1/1 Escala 1/1 1- 1' PLANTA PLANTA 1- 1' Escala 1/1 CORTE 1- 1' Escala 1/1 CORTE 1- 1' Escala 1/1 Escala 1/1 1- 1' CPRTE ZAPATA TIPO Z-1 ZAPATA TIPO Z-1 ZAPATA TIPO Z-1 ZAPATA TIPO Z-1 ZAPATA TIPO Z-2 ZAPATA TIPO Z-2 5 5 5 5 5

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, base, column, columns, construction, details, DWG, footings, FOUNDATION, foundations, fundament, iron, reinforced concrete, section, sections, types, wall, walls