Columns – Beams – Footings DWG Detail for AutoCAD

Columns – Beams – Footings DWG Detail for AutoCAD

Columns – Beams – Footings – Details with measures – Armor details

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

additional, isolated central shoe section, structural details, mario r. cervantes aguilar, house room, owner., location., locality., architect, project., c.a. of coss, work., drawing., name of the plan., scale., date., director responsible for work., nomenclature., sup. of the land., dra. enna alicia cossio ochoa, tuxtla gutierrez, chiapas., col. the viewpoint., sup. free., sup. built., sup. to build., concrete stencil, central running shoe, improved material filling, asp, ast, firm concrete, armed with, column, central insulated shoe plant, die, seals, shoe box, insulated central shoes, isolated adjacent shoes , adjacent running shoes, central running shoes, shoe, running shoe adjoining, wall partition, flush, tabicon, proy. of castle

Raw text data extracted from CAD file:

\A1;L/4 \A1;0.15 \A1;L/4 \A1;LONGITUD ( L ) \A1;L/2 \A1;L/2 \A1;LONGITUD ( L ) \A1;L/2 \A1;LONGITUD ( L ) \A1;L/2 \A1;LONGITUD ( L ) \A1;L/4 \A1;0.30 \A1;0.25 \A1;L/4 \A1;L/4 \A1;L/4 \A1;0.30 \A1;0.15 \A1;0.45 \A1;0.30 \A1;L/4 \A1;L/4 \A1;0.12 \A1;0.20 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.12 \A1;0.08 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.55 \A1;0.50 \A1;0.30 \A1;0.40 \A1;0.40 \A1;L/2 \A1;LONGITUD ( L ) \A1;LONGITUD ( L ) \A1;L/2 \A1;LONGITUD ( L ) \A1;L/2 \A1;0.40 \A1;0.15 \A1;0.20 \A1;LONGITUD ( L ) \A1;L/2 \A1;LONGITUD ( L ) \A1;L/2 \A1;L/2 \A1;LONGITUD ( L ) \A1;L/4 \A1;L/4 \A1;L/4 \A1;0.40 \A1;0.35 \A1;L/4 \A1;L/4 \A1;0.30 \A1;0.20 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;0.35 \A1;0.25 \A1;0.40 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.70 \A1;0.60 \A1;0.70 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.40 \A1;L/4 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.40 \A1;0.30 \A1;L/4 \A1;L/4 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.25 \A1;0.30 \A1;0.60 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.60 \A1;0.30 \A1;0.15 \A1;0.40 \A1;0.30 \A1;0.10 \A1;0.50 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.55 \A1;0.27 \A1;0.08 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;B \A1;VARIABLE 1.20 MINIMO \A1;0.05 \A1;h \A1;0.40 \A1;B \A1;h \A1;0.05 \A1;VARIABLE 1.20 MINIMO \A1;B \A1;B \A1;B \A1;0.40 \A1;B \A1;B \A1;B \A1;VARIABLE 1.20 MINIMO \A1;h \A1;0.05 \A1;0.40 \A1;H \A1;H \A1;H \A1;VARIABLE 1.20 MINIMO \A1;h \A1;0.05 \A1;0.40 \A1;H \A1;VARIABLE 1.20 MINIMO \A1;2.20 \A1;0.05 \A1;0.40 \A1;H \A1;h \A1;2.20 \A1;2.30 \A1;1.85 \A1;0.35 \A1;0.15 184.8817875033404 184.8817875033404 @ 15 1 d 5/8" 184.8817875033404 2 d 3/4" 2 d 3/4" @ 15 184.8817875033404 3 d 3/4" 3 d 3/4" 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 2 d 3/4" @ 10 1 d 1/2" 184.8817875033404 184.8817875033404 @ 5 2 d 1/2" 184.8817875033404 184.8817875033404 @ 15 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 E d 3/8" 184.8817875033404 184.8817875033404 E d 3/8" E d 1/4" 184.8817875033404 r @ 20 @ 15 TRABE T-3 E d 1/4" @ 15 adicionales 2d3/8" 184.8817875033404 184.8817875033404 2 d 3/8" r @ 20 2 d 3/8" 3 d 3/4" 3 d 3/4" @ 15 1 d 3/8" 1 d 3/4" TRABE T-2 184.8817875033404 E d 1/4" @ 15 1 d 3/8" 1 d 3/4" adicionales 2d3/8" 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 E d 3/8" E d 1/4" E d 1/4" 2 d 5/8" 184.8817875033404 184.8817875033404 184.8817875033404 r @ 20 2 d 3/4" 2 d 3/4" r @ 15 @ 15 3 d 3/4" @ 5 TRABE T-1 CONTRATRABE CT-2 184.8817875033404 E d 3/8" @ 15 3 d 3/4" @ 5 adicionales 2d3/8" 184.8817875033404 2d3/8" adicionales 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 2 d 5/8" 2 d 5/8" r @ 15 2 d 5/8" 2 d 1/2" 1 d 5/8" @ 8 CONTRATRABE CT-1 184.8817875033404 E d 3/8" 2 d 1/2" 1 d 5/8" @ 8 184.8817875033404 2d3/8" adicionales 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 Ed1/4"@10 D-2 10 d 1/2" 8 d 1/2" Ed1/4"@10 D-1 Ed1/4"@10 10 d 1/2" D-4 184.8817875033404 10 d 1/2" Ed1/4"@10 D-3 Ed1/4"@10 ext. C-3 184.8817875033404 @15 rest. 8 d 5/8" @15 rest. 6 d 1/2" C-1 Ed1/4"@10 ext. 8 d 5/8" Ed1/4"@10 ext. @15 rest. C-2 184.8817875033404 @15 rest. Ed1/4"@10 ext. 8 d 3/4" C-5 184.8817875033404 12 d 3/8" @15 rest. C-4 Ed1/4"@10 ext. 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 6 d 3/8" Ed1/4"@10 ext. @15 rest. K-1 Ed1/4"@15 4 d 3/8" K 184.8817875033404 Ed1/4"@15 4 d 3/8" K-3 184.8817875033404 6 d 1/2" Ed1/4"@10 ext. @15 rest. K-2 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 SECCION ZAPATA AISLADA CENTRAL SECCION ZAPATA AISLADA CENTRAL 184.8817875033404 184.8817875033404 @ 15 r @ 15 adicionales 184.8817875033404 184.8817875033404 2 d 1/2" 2 d 1/2" r @ 10 2 d 1/2" TRABE T-8 2d3/8" adicionales @ 5 184.8817875033404 184.8817875033404 r @ 15 1 d 1/2" 2 d 3/4" TRABE T-7 TRABE T-6 184.8817875033404 184.8817875033404 184.8817875033404 2d3/8" adicionales 184.8817875033404 184.8817875033404 184.8817875033404 8 d 3/8" Ed1/4"@ 20 P-1 2 d 3/4" @ 10 1 d 1/2" 184.8817875033404 184.8817875033404 8 d 3/8" Ed1/4"@15 TR-1 184.8817875033404 DETALLES ESTRUCTURALES MARIO R. CERVANTES AGUILAR CASA HABITACION PROPIETARIO. UBICACION. LOCALIDAD. ARQUITECTO PROYECTO. C.A. DE COSS MARZO / 2003 OBRA . DIBUJO. NOMBRE DEL PLANO. ESCALA. FECHA. 1 : 50 25.90 M2. E-2 DIRECTOR RESPONSABLE DE OBRA. NOMENCLATURA. TOTAL 240.45 M2 P.A. 119.55 M2. P.B. 120.90 M2. SUP. DEL TERRENO. DRA. ENNA ALICIA COSSIO OCHOA 17a.AV. NORTE PONIENTE No. TUXTLA GUTIERREZ, CHIAPAS. COL. EL MIRADOR. 146.80 M2 SUP. LIBRE. SUP. CONSTRUIDO. SUP. A CONSTRUIR. 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 PLANTILLA DE CONCRETO POBRE F'c= 100 KG/CM2. COMPACTADO EN CAPAS DE 15 CM. ZAPATA CORRIDA CENTRAL 184.8817875033404 Ed1/4"@10 Ed1/4"@10 Ed1/4"@15 ext. 184.8817875033404 184.8817875033404 184.8817875033404 2 d 3/4" 2 d 3/4" TRABE T-5 r @ 20 3 d 3/4" 3 d 3/4" 184.8817875033404 2d3/8" 184.8817875033404 adicionales 2d3/8" 184.8817875033404 8 d 1/2" 184.8817875033404 2 d 3/8" Ed1/4"@15 184.8817875033404 2 d 3/4" 2 d 3/4" @ 15 3 d 3/4" 3 d 3/4" T-12 184.8817875033404 184.8817875033404 D-6 TRABE T-4 r @ 20 2 d 5/8" 2 d 5/8" Ed1/4"@10 D-5 184.8817875033404 184.8817875033404 D-7 184.8817875033404 184.8817875033404 2d3/8" adicionales 184.8817875033404 184.8817875033404 184.8817875033404 6 d 3/8" Ed1/4"@15 T-9 @ 15 1 d 5/8" 184.8817875033404 T-11 T-10 184.8817875033404 6 d 3/8" Ed1/4"@15 T-14 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 Ed1/4"@ 8 4 d 1/2" 2 d 3/8" T-13 184.8817875033404 184.8817875033404 RELLENO MATERIAL MEJORADO COMPACTADO EN CAPAS DE 15 CM. Asp Ast 184.8817875033404 184.8817875033404 FIRME DE CONCRETO MALLA LAC 6X6/10-10 ARMADO CON Ed1/4"@15 2 d 3/8" 184.8817875033404 184.8817875033404 8 d 5/8" @20 rest. C-10 184.8817875033404 6 d 1/2" 2 d 3/8" Ed1/4"@15 COLUMNA TL-1 PLANTA ZAPATA AISLADA CENTRAL DADO 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 8 d 1/2" 10 d 1/2" 184.8817875033404 4 d 3/4" 8 d 1/2" 184.8817875033404 @15 rest. C-7 2 d 3/8" Ed1/4"@10 ext. 10 d 5/8" 8 d 1/2" @15 rest. C-6 Ed1/4"@10 ext. 184.8817875033404 Ed1/4"@10 ext. @15 rest. C-8 8 d 1/2" 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 6 d 3/8" 7 d 5/8" 184.8817875033404 Ast Asp DADO COLUMNA 6 d 1/2" 2 d 3/8" TL-1 Ed1/4"@15 8 d 5/8" 8 d 3/8" Ed1/4"@15 ext. C-9 @20 rest. RELLENO MATERIAL MEJORADO 184.8817875033404 184.8817875033404 184.8817875033404 d3/8"@12 d1/2"@10 0.30 0.25 1.80 Z-8 184.8817875033404 184.8817875033404 POBRE F'c= 100 KG/CM2. PLANTILLA DE CONCRETO 184.8817875033404 184.8817875033404 184.8817875033404 Asp Ast COMPACTADO EN CAPAS DE 15 CM. RELLENO MATERIAL MEJORADO 184.8817875033404 SELLOS. COLUMNA FIRME DE CONCRETO MALLA LAC 6X6/10-10 ARMADO CON DADO TL-1 PLANTA ZAPATA AISLADA CENTRAL d3/8"@10 d1/2"@10 0.35 0.30 2.30 Z-10 d3/8"@18 d1/2"@10 0.35 0.30 2.20 Z-9 CUADRO DE ZAPATAS 184.8817875033404 184.8817875033404 COLUMNA DADO Ast Asp ZAPATAS AISLADAS CENTRALES ZAPATAS AISLADAS COLINDANTES ZAPATAS CORRIDAS COLINDANTES ZAPATAS CORRIDAS CENTRALES d3/8"@15 d1/2"@12 0.25 0.20 1.45 Z-7 d3/8"@20 d3/8"@20 0.25 0.20 1.55 Z-5 d3/8"@10 d3/8"@10 0.30 0.25 2.25 Z-6 d3/8"@20 d1/2"@ 8 0.25 0.20 0.80 Z-4 d3/8"@20 d1/2"@15 0.25 0.20 0.60 Z-3 d3/8"@20 d3/8"@20 0.25 0.20 0.80 Z-2 d3/8"@20 0.60 0.20 0.25 d3/8"@20 Z-1 Ast Asp ( m ) H ( m ) h ( m ) B ZAPATA COMPACTADO EN CAPAS DE 15 CM. RELLENO MATERIAL MEJORADO 184.8817875033404 ZAPATA CORRIDA COLINDANTE POBRE F'c= 100 KG/CM2. PLANTILLA DE CONCRETO 184.8817875033404 184.8817875033404 184.8817875033404 PLANTILLA DE CONCRETO POBRE F'c= 100 KG/CM2. Asp Ast 184.8817875033404 POBRE F'c= 100 KG/CM2. PLANTILLA DE CONCRETO 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 COMPACTADO EN CAPAS DE 15 CM. RELLENO MATERIAL MEJORADO SECCION ZAPATA AISLADA Z-10 184.8817875033404 ARMADO CON TL-1 DADO MALLA LAC 6X6/10-10 FIRME DE CONCRETO COLUMNA MURO DE TABIQUE ENRASE DE CD-1 TABICON CT-1 PROY. DE CASTILLO 6 d 3/8" CD-3 Ed1/4"@15 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 Ed1/4"@10 ext. @15 rest. 10 d 3/8" K-4 184.8817875033404 184.8817875033404 CD-2 6 d 3/8" Ed1/4"@15 184.8817875033404 184.8817875033404 184.8817875033404 4 d 3/8" CD-1 Ed1/4"@15 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 Ed1/4"@15 8 d 3/8" DC-2 184.8817875033404 DC-1 Ed1/4"@15 4 d 3/8" MALLA LAC 6X6/10-10 184.8817875033404 184.8817875033404 184.8817875033404 184.8817875033404 Asp FIRME DE CONCRETO ARM. CON MALLA LAC 6-6/10-10 184.8817875033404 184.8817875033404 184.8817875033404 ARM. CON MALLA LAC 6-6/10-10 FIRME DE CONCRETO CT-1 TABICON CD-1 ENRASE DE Asp Ast Ast MURO DE TABIQUE PROY. DE CASTILLO 184.8817875033404 DADO COLUMNA DADO COLUMNA Ast Asp PLANTA ZAPATA AISLADA Z-10 184.8817875033404 \A1;0.15 \A1;0.20 \A1;0.08 \A1;0.27 \A1;0.55 \A1;0.15 \A1;0.15 \A1;2.30 \A1;1.85 \A1;2.20 \A1;0.25 \A1;L/4 \A1;L/4 \A1;L/4 \A1;0.40 \A1;LONGITUD ( L ) \A1;LONGITUD ( L ) \A1;LONGITUD ( L ) \A1;L/4 \A1;L/4 \A1;LONGITUD ( L ) \A1;LONGITUD ( L ) \A1;L/2 \A1;LONGITUD ( L ) \A1;L/4 \A1;0.15 \A1;L/4 \A1;L/4 \A1;LONGITUD ( L ) \A1;0.30 \A1;L/4 \A1;L/2 \A1;0.30 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.50 \A1;0.55 \A1;LONGITUD ( L ) \A1;L/4 \A1;L/4 \A1;L/4 \A1;LONGITUD ( L ) \A1;LONGITUD ( L ) \A1;0.40 \A1;L/4 \A1;L/2 \A1;0.30 \A1;0.35 \A1;L/4 \A1;L/4 \A1;L/2 \A1;L/2 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.25 \A1;0.40 \A1;0.60 \A1;0.70 \A1;0.50 \A1;0.70 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.45 \A1;0.12 \A1;0.30 \A1;L/4 \A1;L/4 \A1;L/2 \A1;L/2 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.40 \A1;0.15 \A1;0.15 \A1;0.15 \A1;H \A1;VARIABLE 1.20 MINIMO \A1;H \A1;VARIABLE 1.20 MINIMO \A1;0.40 \A1;0.60 \A1;0.40 \A1;0.60 \A1;0.50 \A1;0.08 \A1;0.12 \A1;B \A1;0.30 \A1;0.40 \A1;L/4 \A1;L/2 \A1;0.30 \A1;0.40 \A1;0.20 \A1;0.30 \A1;L/4 \A1;L/4 \A1;L/2 \A1;L/2 \A1;0.20 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;VARIABLE 1.20 MINIMO \A1;B \A1;0.40 \A1;0.05 \A1;h \A1;VARIABLE 1.20 MINIMO \A1;h \A1;H \A1;0.40 \A1;0.05 \A1;2.20 \A1;0.30 \A1;0.20 \A1;0.20 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.35 \A1;0.20 \A1;H \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.15 \A1;0.40 \A1;B \A1;0.05 \A1;h \A1;0.30 \A1;0.25 \A1;0.15 \A1;0.30 \A1;0.60 \A1;0.15 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.60 \A1;0.25 \A1;0.15 \A1;B \A1;B \A1;0.10 \A1;0.30 \A1;0.40 \A1;0.50 \A1;0.40 \A1;h \A1;0.05 \A1;VARIABLE 1.20 MINIMO \A1;H \A1;0.40 \A1;0.05 \A1;h \A1;B \A1;B \A1;B 0.25 L/4 @ 15 1 d 5/8" L/4 2 d 3/4" 2 d 3/4" @ 15 L/4 3 d 3/4" 3 d 3/4" 0.40 LONGITUD ( L ) LONGITUD ( L ) LONGITUD ( L ) 2 d 3/4" @ 10 1 d 1/2" L/4 L/4 @ 5 2 d 1/2" LONGITUD ( L ) LONGITUD ( L ) @ 15 L/2 LONGITUD ( L ) L/4 0.15 L/4 E d 3/8" L/4 LONGITUD ( L ) E d 3/8" E d 1/4" 0.30 r @ 20 @ 15 TRABE T-3 E d 1/4" @ 15 adicionales 2d3/8" L/4 L/2 2 d 3/8" r @ 20 2 d 3/8" 3 d 3/4" 3 d 3/4" @ 15 1 d 3/8" 1 d 3/4" TRABE T-2 0.30 E d 1/4" @ 15 1 d 3/8" 1 d 3/4" adicionales 2d3/8" 0.25 0.40 0.40 0.30 0.50 0.55 LONGITUD ( L ) L/4 L/4 L/4 LONGITUD ( L ) LONGITUD ( L ) E d 3/8" E d 1/4" E d 1/4" 2 d 5/8" 0.40 L/4 L/2 r @ 20 2 d 3/4" 2 d 3/4" r @ 15 @ 15 3 d 3/4" @ 5 TRABE T-1 CONTRATRABE CT-2 0.30 E d 3/8" @ 15 3 d 3/4" @ 5 adicionales 2d3/8" 0.35 2d3/8" adicionales L/4 L/4 L/2 L/2 2 d 5/8" 2 d 5/8" r @ 15 2 d 5/8" 2 d 1/2" 1 d 5/8" @ 8 CONTRATRABE CT-1 0.35 E d 3/8" 2 d 1/2" 1 d 5/8" @ 8 0.20 2d3/8" adicionales 0.20 0.25 0.40 0.60 0.70 0.50 Ed1/4"@10 D-2 10 d 1/2" 8 d 1/2" Ed1/4"@10 D-1 Ed1/4"@10 10 d 1/2" D-4 0.70 10 d 1/2" Ed1/4"@10 D-3 Ed1/4"@10 ext. C-3 0.25 @15 rest. 8 d 5/8" @15 rest. 6 d 1/2" C-1 Ed1/4"@10 ext. 8 d 5/8" Ed1/4"@10 ext. @15 rest. C-2 0.25 @15 rest. Ed1/4"@10 ext. 8 d 3/4" C-5 0.25 12 d 3/8" @15 rest. C-4 Ed1/4"@10 ext. 0.15 0.15 0.15 0.15 0.15 0.15 0.15 6 d 3/8" Ed1/4"@10 ext. @15 rest. K-1 Ed1/4"@15 4 d 3/8" K 0.15 Ed1/4"@15 4 d 3/8" K-3 0.15 6 d 1/2" Ed1/4"@10 ext. @15 rest. K-2 0.15 0.30 0.20 0.30 SECCION ZAPATA AISLADA CENTRAL SECCION ZAPATA AISLADA CENTRAL 0.20 0.45 @ 15 r @ 15 adicionales 0.12 0.30 2 d 1/2" 2 d 1/2" r @ 10 2 d 1/2" TRABE T-8 2d3/8" adicionales @ 5 L/4 L/4 r @ 15 1 d 1/2" 2 d 3/4" TRABE T-7 TRABE T-6 L/2 L/2 0.30 2d3/8" adicionales 0.15 0.15 0.40 8 d 3/8" Ed1/4"@ 20 P-1 2 d 3/4" @ 10 1 d 1/2" 0.15 0.15 8 d 3/8" Ed1/4"@15 TR-1 0.15 H VARIABLE 1.20 MINIMO H VARIABLE 1.20 MINIMO 0.40 0.60 0.40 0.60 0.50 0.08 0.12 PLANTILLA DE CONCRETO POBRE F'c= 100 KG/CM2. COMPACTADO EN CAPAS DE 15 CM. ZAPATA CORRIDA CENTRAL B Ed1/4"@10 Ed1/4"@10 Ed1/4"@15 ext. 0.30 0.40 L/4 2 d 3/4" 2 d 3/4" TRABE T-5 r @ 20 3 d 3/4" 3 d 3/4" L/2 2d3/8" 0.30 adicionales 2d3/8" 0.40 8 d 1/2" 0.20 2 d 3/8" Ed1/4"@15 0.30 2 d 3/4" 2 d 3/4" @ 15 3 d 3/4" 3 d 3/4" T-12 L/4 L/4 D-6 TRABE T-4 r @ 20 2 d 5/8" 2 d 5/8" Ed1/4"@10 D-5 L/2 L/2 D-7 0.20 0.30 2d3/8" adicionales 0.15 0.30 0.15 6 d 3/8" Ed1/4"@15 T-9 @ 15 1 d 5/8" VARIABLE 1.20 MINIMO T-11 T-10 H 6 d 3/8" Ed1/4"@15 T-14 0.20 0.30 0.30 0.15 Ed1/4"@ 8 4 d 1/2" 2 d 3/8" T-13 0.40 B RELLENO MATERIAL MEJORADO COMPACTADO EN CAPAS DE 15 CM. Asp Ast 0.05 h FIRME DE CONCRETO MALLA LAC 6X6/10-10 ARMADO CON Ed1/4"@15 2 d 3/8" 0.30 0.25 8 d 5/8" @20 rest. C-10 0.15 6 d 1/2" 2 d 3/8" Ed1/4"@15 COLUMNA TL-1 PLANTA ZAPATA AISLADA CENTRAL DADO 0.30 0.60 0.15 0.25 0.50 0.25 0.25 0.50 8 d 1/2" 10 d 1/2" 0.60 4 d 3/4" 8 d 1/2" 0.25 @15 rest. C-7 2 d 3/8" Ed1/4"@10 ext. 10 d 5/8" 8 d 1/2" @15 rest. C-6 Ed1/4"@10 ext. 0.15 Ed1/4"@10 ext. @15 rest. C-8 8 d 1/2" B B 0.10 0.30 0.40 6 d 3/8" 7 d 5/8" 0.50 Ast Asp DADO COLUMNA 6 d 1/2" 2 d 3/8" TL-1 Ed1/4"@15 8 d 5/8" 8 d 3/8" Ed1/4"@15 ext. C-9 @20 rest. RELLENO MATERIAL MEJORADO 0.40 h 0.05 d3/8"@12 d1/2"@10 0.30 0.25 1.80 Z-8 VARIABLE 1.20 MINIMO H POBRE F'c= 100 KG/CM2. PLANTILLA DE CONCRETO 0.40 0.05 h Asp Ast COMPACTADO EN CAPAS DE 15 CM. RELLENO MATERIAL MEJORADO B COLUMNA FIRME DE CONCRETO MALLA LAC 6X6/10-10 ARMADO CON DADO TL-1 PLANTA ZAPATA AISLADA CENTRAL d3/8"@10 d1/2"@10 0.35 0.30 2.30 Z-10 d3/8"@18 d1/2"@10 0.35 0.30 2.20 Z-9 CUADRO DE ZAPATAS B B COLUMNA DADO Ast Asp ZAPATAS AISLADAS CENTRALES ZAPATAS AISLADAS COLINDANTES ZAPATAS CORRIDAS COLINDANTES ZAPATAS CORRIDAS CENTRALES d3/8"@15 d1/2"@12 0.25 0.20 1.45 Z-7 d3/8"@20 d3/8"@20 0.25 0.20 1.55 Z-5 d3/8"@10 d3/8"@10 0.30 0.25 2.25 Z-6 d3/8"@20 d1/2"@ 8 0.25 0.20 0.80 Z-4 d3/8"@20 d1/2"@15 0.25 0.20 0.60 Z-3 d3/8"@20 d3/8"@20 0.25 0.20 0.80 Z-2 d3/8"@20 0.60 0.20 0.25 d3/8"@20 Z-1 Ast Asp ( m ) H ( m ) h ( m ) B ZAPATA COMPACTADO EN CAPAS DE 15 CM. RELLENO MATERIAL MEJORADO B ZAPATA CORRIDA COLINDANTE POBRE F'c= 100 KG/CM2. PLANTILLA DE CONCRETO 0.40 0.05 h PLANTILLA DE CONCRETO POBRE F'c= 100 KG/CM2. Asp Ast VARIABLE 1.20 MINIMO POBRE F'c= 100 KG/CM2. PLANTILLA DE CONCRETO h H 0.40 0.05 COMPACTADO EN CAPAS DE 15 CM. RELLENO MATERIAL MEJORADO SECCION ZAPATA AISLADA Z-10 2.20 ARMADO CON TL-1 DADO MALLA LAC 6X6/10-10 FIRME DE CONCRETO COLUMNA MURO DE TABIQUE ENRASE DE CD-1 TABICON CT-1 PROY. DE CASTILLO 6 d 3/8" CD-3 Ed1/4"@15 0.30 0.20 0.20 0.30 0.15 0.15 0.30 Ed1/4"@10 ext. @15 rest. 10 d 3/8" K-4 0.15 0.15 CD-2 6 d 3/8" Ed1/4"@15 0.15 0.15 0.30 4 d 3/8" CD-1 Ed1/4"@15 0.15 0.15 0.45 0.15 0.35 0.20 Ed1/4"@15 8 d 3/8" DC-2 0.15 DC-1 Ed1/4"@15 4 d 3/8" MALLA LAC 6X6/10-10 0.20 0.08 0.27 0.55 Asp FIRME DE CONCRETO ARM. CON MALLA LAC 6-6/10-10 0.15 0.15 2.30 ARM. CON MALLA LAC 6-6/10-10 FIRME DE CONCRETO CT-1 TABICON CD-1 ENRASE DE Asp Ast Ast MURO DE TABIQUE PROY. DE CASTILLO 1.85 DADO COLUMNA DADO COLUMNA Ast Asp PLANTA ZAPATA AISLADA Z-10 2.20

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
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File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
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Tags	armor, autocad, beams, columns, DETAIL, details, DWG, erdbebensicher strukturen, footings, Measures, seismic structures, strukturen