Structure Of An Apartment House DWG Block for AutoCAD

Structure Of An Apartment House DWG Block for AutoCAD

STRUCTURAL MAP OF A FAMILY OF AN APARTMENT HOUSE LOCATED NORTH OF QUITO – ECUADOR

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

owner, contains:, muncipal stamps:, responsible professional, draft:, sheet:, date:, scale:, Location:, cadastral key:, arq. patricio orbe g, zone of overlaps, column, stirrups mc, armor inf mc, sup armor mc, the overlap of the lower reinforcement will be done in the columns the overlap of the upper reinforcement will be done in the middle of the spans, stirrups mc, typical distribution of stirrups, detail of subfloor, scale:, level, of foundation, lower armor, upper armor, scale:, relieving block, typical of slab, stirrups mc, scale:, beam type, from the subfloor, stone ball, construction plastic, simple concrete, compacted soil, plinth type, soil improvement, foundation level, replant, mooring chain, compacted terrain, scale:, scale:, scale:, of mooring, scale:, stirrups mc, note the measures prevail over the scale, ing. johnn garrido gavidia, indicated, September, steps, xxxxxxx property: xxxxxx, beautiful saw, beautiful mountain house, johnn garrido gavidia, civil engineer, professional license:, cell phone:, e-mail:, welding aws, structural steel astm similar, Technical specifications, design codes, c.e.c., a.i.s.i., a.i.s.c., a.c.i., corrugated iron, concrete, municipal registry:, mooring chain, mezzanine slab, columns, zone of overlaps, minimum length, soil improvement, replant, typical distribution of stirrups, scale:, lower, armor, lower, armor, higher, quantity, kind, Location, all axes, its T. mc

Raw text data extracted from CAD file:

PROPIETARIO CONTIENE: SELLOS MUNCIPALES: PROFESIONAL RESPONSABLE PROYECTO: LAMINA: FECHA: ESCALA: UBICACION: CLAVE CATASTRAL: ARQ. PATRICIO ORBE G. \A1;.15m \A1;.20m \A1;.20m L/2 L/4 L zona de traslapes \A1;.15m \A1;.20m \A1;.20m L L / 2 \A1;0.20m \A1;0.05m 0.07m \A1;1.0m \A1;.15m L/4 \A1;.50m \A1;.05m \A1;.15m L / 4 L / 4 0.20 \A1;0.80 \A1;0.80 \A1;.20m \A1;0.30m \A1;.05m \A1;.50m 3,9 2,9 2,7 3 3,9 2,9 2,7 3 \A1;.30m \A1;.25m \A1;.15m \A1;.20m 3,9 7 6 6 7 1,05 2 1,15 1,1 2,33 1,43 L L / 4 L / 2 L / 4 COLUMNA COLUMNA estribos f \fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34; @ 0.10 Mc 50\fArial|b0|i0|c0|p34;5 estribos f \fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34; @ 0.20 Mc 50\fArial|b0|i0|c0|p34;5 armadura inf. f 12 Mc 504 armadura sup. f 12 Mc 504 \LNOTAS: \l - El traslape de la armadura inferior se lo realizará en las columnas - El traslape de la armadura superior se lo realizará en la mitad de los vanos estribos f \fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34; @ 0.10 Mc 50\fArial|b0|i0|c0|p34;5 DISTRIBUCION TIPICA DE ESTRIBOS detalle de contrapiso ESCALA: 1:100 NIVEL + 0.20 \LPLANTA DE CIMENTACION N +2.60 5 ARMADURA INFERIOR f \fArial|b0|i0|c0|p34;12 ARMADURA SUPERIOR f 12 ESCALA: 1 : 10 BLOQUE DE ALIVIANAMIENTO 40 x 20 x 15 5 \LCORTE TIPICO DE LOSA 4 \fSymbol|b0|i0|c2|p18;f \fArial|b0|i0|c238|p34;1\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c238|p34; Mc \fArial|b0|i0|c0|p34;504 estribos f \fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34; Mc 50\fArial|b0|i0|c0|p34;5 ESCALA: S/E VIGA TIPO 2\fArial|b0|i0|c238|p34;0 x 20 \LDETALLE DEL CONTRAPISO PIEDRA BOLA PLASTICO DE CONSTRUCCION HORMIGON SIMPLE f´c 210 SUELO COMPACTADO 0.07m 0.20 \LPLANTA 0.80 0.80 PLINTO TIPO Mejoraiento de suelo N + 0.20 <> 0.30m <> <> Nivel de cimentación \LELEVACION Replantillo Cadena de amarre Terreno compactado 1.0m ESCALA: 1:50 ESCALA: 1:50 ESCALA: 1:75 \LCADENA DE AMARRE ESCALA: S/E 4 \fSymbol|b0|i0|c2|p18;f \fArial|b0|i0|c238|p34;1\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c238|p34; Mc \fArial|b0|i0|c0|p34;102 estribos f \fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34; Mc \fArial|b0|i0|c0|p34;103 .15m .20m .15m .20m 4 f 12 Mc100 1 @ 0.20 4 f 12 Mc100 1 @ 0.20 NOTA : Las medidas prevalecen sobre la escala E - 1 ING. JOHNN GARRIDO GAVIDIA INDICADAS SEPTIEMBRE 2010 CIMENTACION, COLUMNAS, LOSAS, GRADAS XXXXXXX PREDIO: XXXXXX SIERRA HERMOSA SIERRA HERMOSA - CASA 5 JOHNN GARRIDO GAVIDIA INGENIERO CIVIL LICENCIA PROFESIONAL: 17 - 6580 CELULAR: 086 572 002 EMAIL: richigarrido@gmail.com SOLDADURA AWS E6011 ACERO ESTRUCTURAL ASTM A36 o SIMILAR = 2520 Kg/cm2. ESPECIFICACIONES TECNICAS : CODIGOS DE DISEÑO : C.E.C. 2000 A.I.S.I. A.I.S.C. A.C.I. HIERRO CORRUGADO F'y= 4200 Kg/cm2 HORMIGON F'c= 210 Kg/cm2 REGISTRO MUNICIPAL: 4293 Cadena de amarre L/4 L/2 L/4 Losa de entrepiso L COLUMNAS e @ 0.10 e @ 0.10 e @ 0.20 e @ 0.20 zona de traslapes longitud minima 50 f 5 Mejoraiento de suelo Replantillo 5 Distribución tipica de estribos .15m .20m .15m .20m ESCALA: 1:100 \LLOSAS N+2.60 INFERIOR ARMADURA ARMADURA INFERIOR ARMADURA ARMADURA SUPERIOR SUPERIOR 10 f \fArial|b0|i0|c238|p34;12 Mc \fArial|b0|i0|c0|p34;300 C A B 1 2 3 C1 P1 C1 P1 C1 P1 C1 P1 C1 P1 C1 P1 C1 P1 C1 P1 C1 P1 5 5 5 5 C A B 1 2 3 5 5 5 5 9 f 12 Mc 301 16 f 12 Mc 302 16 f 12 Mc 303 16 f 12 Mc 304 15 f 12 Mc 305 15 f 12 Mc 306 15 f 12 Mc 307 CANTIDAD TIPO UBICACION 1 9 N + 0.20 TODOS LO S EJES N + 2.60 5 5 5 5 N - 1.30 6 \fSymbol|b0|i0|c2|p18;f\fArial|b0|i0|c0|p34; 12\fArial|b0|i0|c238|p34; Mc \fArial|b0|i0|c0|p34;200 6 f \fArial|b0|i0|c0|p34;12 Mc 200 N + 5.20 Est. f \fArial|b0|i0|c238|p34;8 Mc \fArial|b0|i0|c0|p34;201 5 5 5 5 5 5 5 5 5 5 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Steel
Measurement Units
Footprint Area
Building Features
Tags	apartment, autocad, block, construction details section, cut construction details, DWG, ecuador, Family, house, located, map, north, plano, quito, structural, structure, structures