Foundation Plan DWG Detail for AutoCAD

FOUNDATION PLANT – DETAILS

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

foundation plant, scale, vf, sections of foundation pillars., firm, atm, drawing, calculation, date, revised, at.m.m., rev., indicated, scale, fax, phone, House family, foundation plant, house room, issued for architectural review, modifications, date, firm, work, owner, content, engineers, consultants, flat, fiscal albanileria according to Chilean norm, dimensions in meters, pine wood, handle mortar, consult with the calculating engineer, any doubt in the interpretation of the plans, the dimensions prevail over the drawing, Technical specifications, minimum of the emplantillado must be cm., of cement sacks in any case height, between the lower level of the foundation die, the bottom of the there must be an emplantillado, in stratum apt to found, the excavation must penetrate cm. minimum, concrete foundation with confidence level, hor, steel, vf, vf, vf, vf, vf

Raw text data extracted from CAD file:

\A1;7 \A1;10 \A1;15 \A1;20 \A1;15 \A1;73.5 \A1;15 \A1;15 \A1;35 \A1;471 \A1;619 \A1;245 \A1;134 \A1;335 \A1;145 \A1;335 \A1;255 \A1;185 \A1;103 \A1;265 \A1;107 \A1;405 \A1;107 \A1;65 \A1;180 \A1;180 \A1;155 \A1;38 \A1;75 \A1;32 \A1;55 \A1;226 \A1;163 \A1;83 \A1;103 \A1;318 \A1;78 \A1;165 \A1;105 \A1;105 \A1;125 \A1;253 \A1;50 \A1;318 \A1;78 \A1;165 \A1;210 \A1;125 \A1;253 \A1;50 \A1;833 \A1;260 \A1;471 \A1;40 \A1;75 \A1;45 \A1;75 \A1;236 \A1;245 \A1;134 \A1;335 \A1;145 \A1;335 \A1;255 \A1;185 \A1;60 \A1;50 \A1;35 \A1;42 \A1;23 \A1;195 \A1;53 \A1;13 \A1;93 \A1;15 \A1;100 \A1;138 \A1;164 \A1;45 \A1;125 \A1;137 \A1;70 \A1;105 \A1;143 \A1;66 \A1;12 \A1;193 \A1;109 \A1;8 \A1;125 \A1;50 \A1;75 \A1;128 \A1;619 \A1;95 \A1;290 \A1;124 \A1;110 \A1;53 \A1;145 \A1;60 \A1;50 \A1;255 \A1;55 \A1;135 \A1;55 \A1;50 \A1;66 \A1;248 \A1;300 \A1;285 \A1;163 \A1;98 \A1;28 \A1;43 \A1;70 \A1;70 \A1;70 \A1;130 \A1;355 \A1;134 \A1;70 \A1;105 \A1;220 \A1;56 \A1;90 \A1;115 \A1;10 \A1;164 \A1;85 \A1;69 \A1;80 \A1;50 \A1;95 \A1;36 \A1;80 \A1;110 \A1;65 \A1;54 \A1;90 \A1;288 \A1;189 \A1;126 \A1;174 \A1;183 \A1;90 \A1;20 \A1;105 \A1;27 \A1;95 \A1;158 \A1;240 \A1;68 \A1;90 \A1;55 \A1;95 \A1;95 \A1;103 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;60 \A1;60 \A1;81 \A1;85 \A1;44 \A1;25 \A1;100 \A1;95 \A1;60 \A1;60 \A1;60 \A1;60 \A1;235 \A1;235 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;90 \A1;20 \A1;108 \A1;24 \A1;40 \A1;15 \A1;40 \A1;40 \A1;40 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;345 \A1;34 \A1;54 \A1;93 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;50 \A1;30 \A1;57.5 \A1;15 \A1;35 \A1;15 \A1;45 \A1;15 \A1;47.5 \A1;31.5 \A1;15 \A1;15 \A1;77.5 \A1;15 \A1;72.5 \A1;63.5 \A1;15 \A1;17.5 \A1;15 \A1;5 \A1;20 \A1;15 \A1;41.5 \A1;15 \A1;60.5 \A1;15 \A1;70.5 \A1;88 \A1;15 \A1;61 \A1;63 \A1;225 \A1;15 \A1;39.5 \A1;15 \A1;45.5 \A1;15 \A1;69 \A1;37 \A1;15 \A1;17 \A1;18 \A1;25 \A1;25 \A1;15 \A1;73 PLANTA DE FUNDACION ESCALA = 1 : 50 17 ESC.1:20 P1 Ed8a20L=70 12 4d10 P2 ESC.1:20 2572.862868633169 2602.256935887144 2572.862868633169 2572.862868633169 12 4 Td6a20L=28 P3 ESC.1:20 2572.862868633169 69.6220984457068 12 70 Ed8a20L=175 2d10 4d10 2d12 2+2d8 ESC.1:20 P4 451.6895232424249 54 12 Ed8a20L=145 4d10 2d12 2d8 Ed8a20L=100 V.F 15/35 ESC.1:20 32 2482.815517252418 12 1734.074300753845 2d10 2d10 2d8 1 I H 2 4 3 G F D C B A 1 2 3 4 5 6 7 8 10 9 11 I H D´ 5 6 7 8 11 G F D´ D C B 10 9 A 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 J K 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 CL.1001/101 SECCIONES DE PILARES Y FUND. FIRMA A.M.M : DIBUJO : ----------- CALCULO : FECHA NOVIEMBRE- 2003 REVISO A.M.M. : REV. INDICADAS ESCALA FAX FONO CASA FAMILIA ---------- PLANTA DE FUNDACIONES CASA HABITACION EMITIDO PARA REVISION DE ARQUITECTURA MODIFICACIONES 1 : FECHA FIRMA ABRIL-2003 : OBRA PROPIETARIO Contenido INGENIEROS CONSULTORES N° plano ALBANILERIA FISCAL 15/30 SEGUN NORMA CHILENA COTAS EN CENTIMETROS,NIVELES EN METROS MADERA PINO INSIGNE GRADO 2 DE HUMEDAD MORTERO DE PEGA 1: 1/4: 4 (cem:cal:arena) CONSULTAR CON EL INGENIERO CALCULISTA CUALQUIER DUDA EN LA INTERPRETACION DE LOS PLANOS LAS COTAS PREVALECEN SOBRE EL DIBUJO R%18 ESPECIFICACIONES TECNICAS MINIMA DEL EMPLANTILLADO DEBERA SER 10 CM. DE 2 SACOS DE CEMENTO /M3 EN TODO CASO LA ALTURA ENTRE EL NIVEL INFERIOR DEL DADO DE FUNDACION Y EL FONDO DE LA EXCAVACION, DEBERA EXISTIR UN EMPLANTILLADO EN ESTRATO APTO PARA FUNDAR LA EXCAVACION DEBERA PENETRAR 10 CM. MINIMO HORMIGON FUNDACION H-20 CON 80% NIVEL DE CONFIANZA HOR . ARM.H-20 ACERO A 44-28 H P1 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 P1 P1 P1 P1 P1 P3 P1 P2 P2 P1 P1 P3 P5 P1 P1 P1 P1 P4 P1 P6 P1 P1 P1 P8 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P3 P10 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P4 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P1 P6 P7 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 P1 P1 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 P9 P9 78.02007488028903 V.F 15/35 V.F 15/35 78.02007488028903 P1 P1 78.02007488028903 78.02007488028903 78.02007488028903 P11 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 P12 78.02007488028903 -469.154530941898 78.02007488026447 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 28.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 P13 P14 P15 P16 P17 P1 P17 P18 78.02007488028903 78.02007488028903 P18 P19 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 78.02007488028903 183.0903757192855 78.02007488028903 78.02007488028903 V.F 15/35 V.F 15/35 V.F 15/35 V.F 15/35 V.F 15/35 V.F 15/35 78.02007488028903 P21 78.02007488028903 V.F 15/35 V.F 15/35 V.F 15/35 V.F 15/35 P22 P22 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=-0.15 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 N.R=+0.05 V.F 15/35 V.F 15/35 V.F 15/35 15/35 V.F P23 78.02007488028903 69.6220984457068 69.6220984457068 69.6220984457068 P5 ESC.1:20 12 32 4d10 2d12 Ed8a20L=100 P6 ESC.1:20 69.6220984457068 12 42 69.6220984457068 4d10 2d12 2d8 P7 ESC.1:20 69.6220984457068 69.6220984457068 Ed8a20L=120 Ed8a20L=125 44 12 2d12 4d10 2d8 P8 ESC.1:20 69.6220984457068 69.6220984457068 12 28 Ed8a20L=95 4d10 2d12 P9 ESC.1:20 69.6220984457068 69.6220984457068 4d10 12 74 Ed8a20L=185 2d12 2+2d8 P10 ESC.1:20 38.37932387736873 38.37932387736873 12 69 Ed8a20L=175 4d10 2+2d8 2d12 P11 ESC.1:20 69.6220984457068 69.6220984457068 12 60 Ed8a20L=155 4d10 2d12 2+2d8 ESC.1:20 P12 69.6220984457068 69.6220984457068 69.6220984457068 69.6220984457068 12 12 17 Ed8a20L=100 5d10 ESC.1:20 P13 69.6220984457068 69.6220984457068 4d10 12 38 Ed8a20L=115 2d12 ESC.1:20 P14 69.6220984457068 69.6220984457068 4d10 2d12 2d8 12 57 Ed8a20L=150 ESC.1:20 69.6220984457068 P15 69.6220984457068 Ed8a20L=160 12 2+2d8 4d10 67 2d12 5 P18 ESC.1:20 5 5 Ed8a20L=155 58 12 4d10 2d12 2+2d8 5 5 P19 ESC.1:20 5 39.5 4d10 2d12 36 12 Ed8a20L=110 P22 P20 P20 ESC.1:20 5 45.5 42 12 Ed8a20L=120 4d10 2d8 2d12 P21 ESC.1:20 5 5 5 5 5 2d12 12 12 5 15 66 Ed8a20L=170 Ed8a20L=65 2d8 4d10 2d12 P22 ESC.1:20 5 5 2d12 2d12 22 22 Ed8a20L=100 ESC.1:20 P23 5 5 12 70 4d10 2+2d8 2d12 Ed8a20L=175 P1

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

DWG_Blocks

View All Downloads