Structural Foundation House DWG Detail for AutoCAD

Structural Foundation House DWG Detail for AutoCAD

PLANO STRUCTURAL PLANT HOUSE FOUNDATION, WITH DETAILS OF SHOES AND DETAILS

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

n.p.t., finished floor level, otherwise specified., measurements are given in meters, levels are in meters less, unless otherwise specified., sheet number, scale, draw by, project notes, symbology of levels, localization map, symbology, architectural, postal code: municipality: edo .: mexico., owner: arq. Manuel Vanegas Perez, revised, central office, vhhr, n.p., level of guard, n.s., upper level of wall, pool, proy. armed castle, ct armed with var. its T. cms., n.p.t. mts., poor concrete template, ct armed with var. its T. cms., dala armed with con var. its T. cms., proy. armed castle, dala armed with con var. its T. cms., n.p.t. mts., ct armed with var. its T. cms., proy. armed castle, concrete with f’c with welded mesh, dala armed with con var. its T. cms., concrete with f’c with welded mesh, its T., poor concrete template, rods, n.p.t. mts., concrete with f’c with welded mesh, grill cms., grill, poor concrete template, reinforced concrete column, detail see plan, grill cms., reinforced concrete slab, grill cms., red wall wall, npt, detail, construction cms., reinforced concrete slab, construction cms., Concrete castle armed with a f’c of with rods of the nro. with stirrups, Concrete castle armed with a f’c of with rods of the nro. with stirrups, Concrete castle armed with a f’c of with rods of the nro. with stirrups, column of reinforced concrete of with a f’c of rods of the nro. rods of the nro. with stirrups, column of reinforced concrete of diameter with a f’c of rods of the nro. stirrups of, ct armed with var. its T. cms., n.p.t. mts., dala armed with con var. its T. cms., concrete with f’c with welded mesh, poor concrete template, var. its T. cms., fine with prop. color vinyl, compacted tepetate filling to the standard proctor test, enclosure overhang, dala of reinforced concrete of with a f’c of rods of the nro. with stirrups, concrete fastened with f’c with welded mesh, compacted tepetate filling to the standard proctor test, of firm of to fix of septum, concrete castle armed with a fc of, wall of the wall, n.p.t. mts, detail, red wall wall, Venetian tile finish s.m.a., npt, detail see plan, see detail flat staircase, reinforced concrete channel, prefabricated quarry scaffold s.m.a., slabs, packets of rods, foundation stone slabs, cm., of the thickest rod, cm., coating board, table of equivalence of rods, number, diameter, finished in quarry stuck with glue stick with similar colored joint the sealed quarry, red brick wall flattened with Venetian tile s.m.a., concrete with grille rod, lock of reinforced concrete with a f’c of rods no. with stirrups, foundation, countertops, dimensions in centimeters. check dimensions axes cloths with architectural plans. caliber of rods in numbers of eighths of an inch. concrete in foundation ‘c in structure maximum size of the aggregate permissible slabs slabs reinforcement steel hard grade reinforcing steel structural grade

Raw text data extracted from CAD file:

\A1;4.23 \A1;2.15 \A1;1.70 \A1;1.13 \A1;2.80 \A1;12.00 \A1;2.61 \A1;1.62 \A1;12.00 \A1;2.03 \A1;1.95 \A1;4.00 \A1;4.03 \A1;2.50 \A1;1.50 \A1;5.48 \A1;0.53 \A1;26.00 \A1;2.03 \A1;26.00 \A1;4.15 \A1;6.15 \A1;6.95 \A1;1.63 \A1;12.87 \A1;4.00 \A1;7.70 \A1;0.05 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.05 \A1;0.08 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.08 \A1;0.05 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.70 \A1;0.70 \A1;0.70 \A1;0.60 \A1;0.30 \A1;0.30 \A1;0.08 \A1;0.10 \A1;0.05 \A1;0.08 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.70 \A1;0.20 \A1;0.08 \A1;2.40 \A1;0.60 \A1;1.20 \A1;0.60 \A1;0.10 \A1;0.05 \A1;0.60 \A1;0.15 \A1;0.12 \A1;0.60 \A1;2.05 \A1;0.90 \A1;0.50 \A1;0.60 \A1;0.40 \A1;0.05 \A1;0.40 \A1;@ 0.15 \A1;@ 0.20 \A1;@ 0.15 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.15 \A1;1.59 \A1;0.12 \A1;0.15 \A1;1.50 \A1;2.65 \A1;1.38 \A1;0.30 \A1;1.94 \A1;0.15 \A1;1.94 \A1;0.15 \A1;0.05 \A1;0.30 \A1;0.15 \A1;1.87 \A1;0.15 \A1;1.98 \A1;0.30 \A1;0.05 \A1;0.15 \A1;2.72 \A1;0.15 \A1;3.63 \A1;0.15 \A1;3.63 \A1;0.15 \A1;1.75 \A1;0.15 \A1;0.05 \A1;0.15 \A1;1.80 \A1;0.15 \A1;0.15 \A1;1.15 \A1;0.15 \A1;1.05 \A1;0.15 \A1;1.35 \A1;0.30 \A1;7.40 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;2.59 \A1;0.15 \A1;2.59 \A1;0.15 \A1;1.35 \A1;0.15 \A1;2.35 \A1;0.15 \A1;1.86 \A1;0.15 \A1;1.86 \A1;0.15 \A1;1.85 \A1;0.15 \A1;1.85 \A1;0.15 \A1;1.85 \A1;0.15 \A1;1.85 \A1;0.15 \A1;3.75 \A1;0.15 \A1;0.15 \A1;1.93 \A1;0.15 \A1;1.93 \A1;0.15 \A1;2.00 \A1;0.15 \A1;1.58 \A1;0.15 \A1;0.95 \A1;0.15 \A1;2.57 \A1;0.15 N.P.T. Nivel de Piso Terminado que se especifique lo contrario. 1.-Las acotaciones están dadas en metros 2.-Los niveles están en metros a menos a menos que se especifiquen otras distintas. SHEET NUMBER SCALE DRAW BY Notas de Proyecto Simbologia de Niveles Croquis de Localización Simbologia ARQUITECTONICO \A1;Domicilio postal: Municipio: . Edo.: MÉXICO. Propietario: Arq. Manuel Vanegas Perez Reviso : 1:100 A-1 MX000A1-P6ARQ-01 OFICINA CENTRAL MX000 VHHR N.P. Nivel de Pretil N.S.M. Nivel Superior de Muro \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.08 \A1;0.05 \A1;0.10 \A1;0.15 \A1;0.60 \A1;0.30 \A1;0.50 \A1;0.15 \A1;0.15 \A1;0.45 \A1;2.16 \A1;2.80 \A1;0.37 \A1;0.38 \A1;2.80 \A1;0.82 \A1;1.78 \A1;0.70 \A1;0.70 \A1;0.60 \A1;0.20 \A1;2.07 \A1;0.23 \A1;0.35 \A1;0.10 \A1;0.20 5 5 5 5 5 5 5 5 5 PISCINA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 13 14 4 8 5 6 C I F H B C-2 ZC-2 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-1 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 ZC-2 CT-1 CT-1 CT-1 MC-1 MC-1 MC-1 MC-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 5 C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-5 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 ZA-1 ZA-1 ZA-1 0.05 0.10 0.15 #3@15 #3@20 0.15 0.10 0.05 0.08 0.15 0.30 0.15 0.08 0.05 0.10 0.15 Proy. Armado Castillo CT Armada con 4 Var. # 3 EST. # 2 @ 20 cms. 0.15 0.70 0.90 0.70 0.70 0.60 0.50 N.P.T. +0.15 Mts. N.P.T. +0.15 Mts. N.P.T. +0.15 Mts. Plantilla de concreto pobre f'c= 100 kg/cm² CT Armada con 4 Var. # 3 EST. # 2 @ 20 cms. \W3.57143; CT Armada con \W7.80952; 4 Var. # 3 EST. # 2 @ 20 cms. Dala D Armada de 0.15 x 0.15mts con 4 Var. # 3 EST. # 2 @ 20 cms. Proy. Armado Castillo Proy. Armado Castillo #3@15 #3@15 #3@20 #3@20 0.30 0.30 0.08 Dala D Armada de 0.15 x 0.15mts con 4 Var. # 3 EST. # 2 @ 20 cms. Dala D Armada de 0.15 x 0.15mts con 4 Var. # 3 EST. # 2 @ 20 cms. 0.10 0.05 0.08 0.15 0.30 0.15 0.60 0.70 N.P.T. +0.15 Mts. \W3.57143; CT Armada con \W7.80952; 4 Var. # 3 EST. # 2 @ 20 cms. Proy. Armado Castillo #3@15 #3@20 \A1; \A0;Firme de Concreto con F'c 200Kg/Cm2 con Malla Electrosoldada 6 - 6 / 10 -10 Dala D Armada de 0.15 x 0.15mts con 4 Var. # 3 EST. # 2 @ 20 cms. \A1; \A0;Firme de Concreto con F'c 200Kg/Cm2 con Malla Electrosoldada 6 - 6 / 10 -10 \A1; \A0;Firme de Concreto con F'c 200Kg/Cm2 con Malla Electrosoldada 6 - 6 / 10 -10 \A1; \A0;Firme de Concreto con F'c 200Kg/Cm2 con Malla Electrosoldada 6 - 6 / 10 -10 0.20 EST. # 3 Plantilla de concreto pobre f'c= 100 kg/cm² 0.40 4 Varillas del # 4 N.P.T. +0.15 Mts. 0.08 \A1; \A0;Firme de Concreto con F'c 200Kg/Cm2 con Malla Electrosoldada 10 -10 / 6-6 0.05 0.40 2.40 @ 0.15 @ 0.20 @ 0.15 0.60 1.20 0.60 \A1; 2 # 4 \A1; 2 # 4 \A1; 2 # 4 \A1; 2 # 3 \A1; 2 # 3 \A1; 2 # 3 \A1; E # 5/16 \A1; E # 5/16 5 5 0.10 0.05 0.60 0.15 1.20 Parrilla # 3 @ 20 cms. Parrilla # 3 @ 20 Plantilla de concreto pobre f'c= 100 kg/cm² Plantilla de concreto pobre f'c= 100 kg/cm² Plantilla de concreto pobre f'c= 100 kg/cm² Plantilla de concreto pobre f'c= 100 kg/cm² C-4 Columna de Concreto Armado C-4 Columna de Concreto Armado \W3.42857; Detalle DE-01 Ver Plano EST-05 5 5 Parrilla # 3 @ 20 cms. Parrilla # 3 @ 20 cms. 5 Losa de concreto armado con varrilla # 3 5 5 Parrilla # 3 @ 20 cms. Parrilla # 3 @ 20 cms. 5 Muro de Tabique rojo 5 5 NPT +0.36 5 MC-1 MC-1 MC-1 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 Detalle DE-02 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 ZC-3 ZC-3 ZC-3 ZC-3 ZC-3 ZC-3 ZC-3 ZC-4 ZC-4 ZC-4 ZC-4 ZC-4 Junta Constructiva 5 Cms. @ 24 @ 24 @ 16 @ 16 @ 16 @ 16 \W3.47619; Losa de concreto \W3.47619; armado con varrilla # \W3.47619; 3 G-G' G-G' I Junta Constructiva 5 Cms. Junta Constructiva 5 Cms. C-3 ZC-2 C-1 A C D E G I B 1 2 4 6 7 9 10 12 13 8 11 5 3 C-1 Castillo de Concreto Armado de 0.15MTS. X 0.15MTS. con un f'c de 250Kg/Cm2 con 4 Varillas del Nro. 4 con Estribos del #2 @ 15cms. 0.15 0.15 C-2 Castillo de Concreto Armado de 0.15MTS. X 0.15MTS. con un f'c de 250Kg/Cm2 con 4 Varillas del Nro. 3 con Estribos del #2 @ 20Cms. 0.15 0.15 C-5 Castillo de Concreto Armado de 0.15MTS. X 0.30MTS. con un f'c de 250Kg/Cm2 con 6 Varillas del Nro. 3 con Estribos del #2 @ 15cms. 0.15 0.30 C-3 Columna de Concreto Armado de 0.30MTS. X 0.30MTS. con un f'c de 250Kg/Cm2 con 4 Varillas del Nro. 3 Y 4 Varillas del Nro. 4 con 2 Estribos del #2 @ 15Cms. 0.30 0.30 C-4 Columna de Concreto Armado de 0.30MTS. Diametro con un f'c de 250Kg/Cm2 con 8 Varillas del Nro. 3 Estribos del #2 @ 15Cms. 0.30 0.08 0.05 0.10 \W7.75090; CT Armada con \W9.86995; 4 Var. # 3 \W5.86995; EST. # 2 @ 20 cms. 0.15 0.60 0.50 N.P.T. +0.54 Mts. #3@15 #3@20 0.30 \W1.59682; Dala D-1 Armada \W1.59682; de 0.15 x 0.15mts \W1.59682; con \W6.78729; 4 Var. # 3 \W3.31110; EST. # 2 @ 20 \W3.31110; cms. \A1; \A0;Firme de Concreto con F'c 200Kg/Cm2 con Malla Electrosoldada 6 - 6 / 10 -10 Plantilla de concreto pobre f'c= 100 kg/cm² Armado 4 Var. # 3 EST. # 2 @ 20 cms. ZC-3 \W1.66667; \A1;Aplanado fino con \W1.66667; \A1;mortero prop. 1:4 y \W1.66667; \A1;pintura vinilica color \W1.66667; \A1;S.M.A. \W1.33333; Relleno de Tepetate \W1.33333; Compactado al 90% \W1.33333; de la Prueba Proctor \W1.33333; Estandar H-H' H-H' \W4.00000; Cerramiento \W4.00000; CE-2 Sobremuro \W4.00000; de Colindancia D-1 Dala de Concreto Armado de 0.15MTS. X 0.15MTS. con un f'c de 250Kg/Cm2 con 4 Varillas del Nro. 3 con Estribos del #2 @ 20cms. 0.15 0.15 Firme de Concreto con F'c 200Kg/Cm2 \A1; con Malla Electrosoldada 10 -10 / 6-6 \W1.33333; Relleno de Tepetate \W1.33333; Compactado al 90% \W1.33333; de la Prueba Proctor \W1.33333; Estandar \W4.67143; \A1;Varilla de \A1;\S3/8; " \W4.67143; \A1;anclada a firme de \W4.67143; \A1;concreto para fijar \W4.67143; \A1;muro de tabique C-2 Castillo de Concreto Armado de 15Cm X 15Cm con un Fc de 250Kg/Cm2 Mocheta de Tabique N.P.T. +0.54 Mts Detalle DE-02 Muro de Tabique rojo 5 Acabado en Azulejo Veneciano S.M.A. NPT +0.36 \W2.19048; Detalle DE-03 Ver Plano EST-6 C-2 C-2 C-2 C-2 ZC-2 5 5 5 5 5 5 5 Ver Detalle DE-10 Escalera Plano EST-06 5 5 5 5 5 Canal de Concreto armado \W0.71429; Gargola de \W0.71429; Cantera \W0.71429; prefabricada \W0.71429; S.M.A. COLUMNAS, TRABES Y LOSAS PAQUETES DE VARILLAS ZAPATAS Y LOSAS DE CIMENTACION 2 cm. 1.5 d DE LA VARILLA MAS GRUESA 3 cm. TABLA DE RECUBRIMIENTOS \W0.70644; TABLA DE EQUIVALENCIA \W0.70644; DE VARILLAS NUMERO DIÁMETRO d " # 2 # 2.5 # 3 # 4 # 5 # 6 1/4" 5/16" 3/8" 1/2" 5/8" 3/4" # 8 1" # 10 \A1;1 \S1#4;" # 12 \A1;1 \S1#2;" \W1.80952; Acabado en Cantera \W1.80952; pegada con \W1.80952; pegaazulejo con \W1.80952; junta de color similar \W1.80952; a la cantera y sellada Muro de Tabique rojo Aplanado y con Azulejo Veneciano S.M.A. 5 5 \W1.04762; \A1;Canal de concreto \W1.04762; \A1;Armado con Parrilla \W1.04762; \A1;de Varilla de \A1;\S3#8;" a \W1.04762; \A1;cada 0.10mts \W2.38095; TE-1 Trabe de Concreto \W2.38095; Armado de 0.15MTS. X \W2.38095; 0.15MTS. con un f'c de \W2.38095; 250Kg/Cm2 con 4 Varillas \W2.38095; del Nro. 4 con Estribos del \W2.38095; #2 @ 15cms. C-2 CIMENTACION D E T A L L E T I P O D E A N C L A J E S CONTRATRABES 40d 40d 40d 40d 1.- ACOTACIONES EN CENTIMETROS. 2.- VERIFICAR COTAS A EJES Y PAÑOS CON LOS PLANOS ARQUITECTONICOS. 3.- CALIBRE DE VARILLAS EN NUMEROS DE OCTAVOS DE PULGADA. 4.- CONCRETO f 'c= 200 kg/cm² EN CIMENTACIÓN Y f 'c = 250 kg/cm² EN ESTRUCTURA a.- TAMAÑO MAXIMO DEL AGREGADO 3/4". b.- REVENIMIENTOS PERMISIBLES (cm): TRABES, LOSAS Y ZAPATAS, 9-14cm. CONTRATRABES Y COLUMNAS, 7-12. 5.- ACERO DE REFUERZO fy=4200 kg/cm². ( GRADO DURO ) 6.- ACERO DE REFUERZO EN d2; fy=2530 kg/cm². ( GRADO ESTRUCTURAL )

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Pool
Tags	autocad, base, DETAIL, details, DWG, FOUNDATION, foundations, fundament, house, plano, plant, shoes, structural, structure