Cerco Perimetric Iei DWG Detail for AutoCAD

Perimeter fence COLLEGE FOR INITIAL. PLANTS – COURTS – VIEW – CONSTRUCTION DETAILS

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

concrete shelf, made on site, concrete shelf, made on site, general plant, concrete shelf, esc:, mesh fence plant type, seismic seal, tempering, square tube of, given concrete f ‘for anchoring cm., tempering, square tube of, tempering, square tube of, scale, scale, its T., scale, its T., scale, its T., scale, its T., affirmed, ramp, nlt, affirmed, slab, concrete, natural floor, tamped, sidewalk, Exterior, affirmed, natural floor, tamped, cement floor, rubbed, board of, dilatation, bruña, burnished cement rubbed, board of, dilatation, inner wall, outer wall, typical ramp cut income, scale, main income cover, scale, sidewalk, burnished polished cement floor, with slope, ramp, section, with slope, sidewalk, burnished polished cement floor, ramp, with slope, bruña de, see general plant, rubbed cement, main income cover, scale, scale:, plant, slab, concrete, Exterior, scale, portico column, nlt, board of, dilatation, flooring, sidewalk, rest, patio slab, nlt, affirmed, slab, concrete, natural floor, tamped, scale, cut, board of, dilatation, sidewalk, Exterior, patio slab, scale:, plant, sidewalk, gutter, circulation, affirmed, natural floor, tamped, cement floor, rubbed, natural floor, tamped, filling, own material, scale, section, sidewalk, Exterior, affirmed, natural floor, tamped, cement floor, rubbed, foundation, running, tarred, painted, foundation, running, sidewalk, gutter, circulation, affirmed, natural floor, tamped, cement floor, rubbed, natural floor, tamped, filling, own material, scale, section, natural floor, tamped, tarred, painted, tecknoport board, column, burnished, mortar c: a, kkkk clay bricks cm empty hollow max, burnished, mortar c: a, of board, together between courses, solid units type iv, mortar, coatings, beams lightened solid slabs, columns banked beams, cm., Specifications, reinforced concrete, f’c on foundation type ms, masonry, beams columns, cm., walls plates, cm., shoes, cm., concrete cyclopean, Surplus:, simple concrete, f’c in rest of the structure type, brick wall kk hollow seated caravista type, contract it, main lift, painted tarpaulin brick parapet, tarred concrete columns painted, door with platinas, variable, variable, variable, door with platinas, tarpaulin brick parapet, tarred concrete columns painted, painted tarred concrete beam, brick wall kk hollow seated caravista type, variable, variable, variable, contract it, main lift, initial educational institution, dilatation meeting, dilatation meeting, rest, flooring, rest, typical detail of main income, scale, s. s., flooring, rest, brick kk hollow seated caravista type, variable, beam, foundation, running, tarred, painted, scale, cut, sidewalk, Exterior, affirmed, natural floor, tamped, cement floor, rubbed, brick wall caravista, typical detail of perimeter fence, scale, flooring, foundation, running, simple envelope, shoe, rows, rows

Raw text data extracted from CAD file:

ESTANTERIA DE CONCRETO HECHA EN OBRA ESTANTERIA DE CONCRETO HECHA EN OBRA \A1;.30 \A1;.55 \A1;.45 \A1;.15 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.45 \A1;.25 \A1;0.30 \A1;45° \A1;.60 \A1;0.35 \A1;7.90 \A1;.25 \A1;.25 \A1;5.70 \A1;1.10 \A1;.55 \A1;1.10 \A1;3.60 \A1;1.86 \A1;.30 \A1;1.00 \A1;.85 \A1;.30 \A1;1.86 \A1;1.55 \A1;1.55 \A1;VER PLANTA GENERAL \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;0.15 \A1;0.10 \A1;1.10 \A1;0.10 \A1;.25 \A1;.75 \A1;.55 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.25 \A1;4.35 \A1;1.10 \A1;0.05 \A1;0.50 \A1;2.89 \A1;0.20 \A1;0.20 \A1;1.45 \A1;0.10 \A1;0.10 \A1;1.10 \A1;0.15 \A1;0.50 \A1;2.90 \A1;0.15 \A1;0.35 \A1;1.00 \A1;0.30 \A1;1.00 \A1;0.55 \A1;0.30 \A1;0.55 \A1;1.10 \A1;3.60 \A1;1.00 \A1;2.00 \A1;1.00 \A1;2.00 \A1;1.00 \A1;1.00 \A1;1.45 \A1;.55 \A1;1.00 \A1;2.25 \A1;1.00 \A1;.30 \A1;3.60 \A1;.30 \A1;1.23 \A1;.80 \A1;2.97 \A1;1.00 \A1;.25 ESTANTERIA DE CONCRETO ESTANTERIA DE CONCRETO 5 5 ESC: 1/25 PLANTA DE CERCO DE MALLA TIPO I JUNTA SISMICA e=1" @ 9.20m TEMPLADOR TUBO CUADRADO DE 1" DADO DE CONCRETO f' c 175 kg/cm2 PARA ANCLAJE DE .25x.25 cm. 5 5 TEMPLADOR TUBO CUADRADO DE 1" TEMPLADOR TUBO CUADRADO DE 1" \A1;3.00 \A1;.20 \A1;3.00 \A1;3.00 \A1;1.00 \A1;.30 \A1;.45 \A1;.60 \A1;.15 \A1;.45 \A1;.45 \A1;.05 \A1;.15 \A1;.25 \A1;45° \A1;.10 \A1;.30 \A1;.15 \A1;.15 \A1;.40 \A1;45° \A1;.30 \A1;.35 \A1;.20 \A1;.15 \A1;.10 \A1;.10 \A1;1.00 \A1;.30 \A1;.45 \A1;.15 \A1;.45 \A1;.45 \A1;.05 \A1;.15 \A1;.25 \A1;45° \A1;.10 \A1;.30 \A1;.15 \A1;.15 \A1;.40 \A1;.60 \A1;0.12 \A1;0.09 \A1;0.23 \A1;VARIABLE \A1;.25 \A1;VARIABLE \A1;.25 \A1;3.90 \A1;3.90 \A1;VARIABLE \A1;.25 \A1;VARIABLE \A1;.25 \A1;2.35 \A1;2.35 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;VARIABLE \A1;.20 \A1;.25 \A1;2.90 \A1;2.90 \A1;.50 \A1;.50 \A1;.25 \A1;.25 \A1;VARIABLE \A1;.20 \A1;.25 \A1;1.00 \A1;0.10 \A1;0.60 \A1;0.40 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.40 \A1;0.05 \A1;1.00 \A1;0.45 \A1;5.75 \A1;6.30 \A1;5.70 \A1;0.80 \A1;0.70 \A1;0.15 \A1;0.20 \A1;2.10 \A1;0.20 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.25 \A1;VARIABLE \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;0.45 \A1;1.00 \A1;0.45 \A1;0.60 \A1;0.40 0.30 \A1;45° \A1;0.30 \A1;0.35 \A1;0.60 \A1;0.35 \A1;0.15 \A1;0.10 \A1;0.30 \A1;.40 \A1;1.85 \A1;0.50 \A1;0.50 \A1;0.50 \A1;2.35 \A1;0.10 3Ø5/8" .30 .55 5 ESCALA 1 : 20 VC-2 ESCALA 1 : 20 VC-1 est. f 3/8,1 @ .05, 5 @ .10, 2 @ .15, r @ .25 \W1.24969; est. f 3/8,1 @ .05, 5 @ .10, \W1.24969; 2 @ .15, r @ .25 .25 .15 ESCALA 1 : 20 C-2 \W0.79706; est. f 3/8,1 @ .05, 5 @ .10, \W0.79706; 2 @ .15, r @ .25 3Ø5/8" 2Ø1/2" .25 .25 ESCALA 1 : 20 C-1 \W0.79706; est. f 3/8,1 @ .05, 5 @ .10, \W0.79706; 2 @ .15, r @ .25 2Ø1/2" 3Ø1/2" .25 .25 ESCALA 1 : 20 C-3 \W0.79706; est. f 3/8,1 @ .05, 5 @ .10, \W0.79706; 2 @ .15, r @ .25 3Ø1/2" 3Ø1/2" 3Ø3/8" 2Ø1/2" 2Ø1/2" 2Ø3/8" 2Ø1/2" 5 AFIRMADO RAMPA NLT =+0.15 AFIRMADO LOSA DE CONCRETO SUELO NATURAL APISONADO 5 VEREDA S= 1% N.V.T.+0.10 45° EXTERIOR 5 AFIRMADO SUELO NATURAL APISONADO PISO DE CEMENTO FROTACHADO JUNTA DE DILATACION E=1" 5 5 5 BRUÑA e:5mm CEMENTO FROTACHADO Y BRUÑADO @10cm JUNTA DE DILATACION E=1" MURO INTERIOR MURO EXTERIOR VC2 N.T.N.+0.00 CORTE RAMPA TIPICA INGRESOS ESCALA : 1/25 PORTADA DE INGRESO PRINCIPAL ESCALA : 1/25 5 5 5 C2 C2 5 5 5 VEREDA PISO CEMENTO PULIDO Y BRUÑADO CON PENDIENTE 1% N.V.T.+0.10 C C RAMPA 5 5 5 5 5 5 5 5 5 5 5 SECCION C-C 5 5 5 5 CON PENDIENTE 3% VEREDA PISO CEMENTO PULIDO Y BRUÑADO N.P.T.+0.15 RAMPA CON PENDIENTE 3% BRUÑA DE 1cm x 1cm VER PLANTA GENERAL CEMENTO FROTACHADO 5 5 5 5 5 PORTADA DE INGRESO PRINCIPAL ESCALA : 1/20 ESCALA: 1/25 PLANTA C2 C2 C3 5 5 5 5 5 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 5 5 C C 2Ø1/2" 2Ø1/2" VC2 LOSA DE CONCRETO 5 N.T.N.+0.00 EXTERIOR ESCALA : 1/25 COLUMNA C-2 PORTICO 5 5 5 NLT =+0.15 JUNTA DE DILATACION E=1" C2 Z1 SOLADO 5 5 5 VEREDA N.V.T.+0.10 5 5 Ø 3/8" 1@ 0.05, 5@0.10, 2@.15, resto @ 0.25 LOSA DE PATIO 5 5 5 2 Ø 5/8" 3 Ø 5/8" 5 2 Ø 1/2" VA Ø 3/8" @ 0.15 VC2 5 5 NLT =+0.15 AFIRMADO LOSA DE CONCRETO SUELO NATURAL APISONADO 5 ESCALA : 1/25 CORTE C-C JUNTA DE DILATACION E=1" VEREDA N.V.T.+0.10 EXTERIOR LOSA DE PATIO N.T.N.+0.00 5 5 5 5 5 5 5 5 Z2 C2 VC-2 (0.25X0.45 ) C2 5 5 C1 C1 C1 C1 C1 VC1 (0.15X0.45) VC1 (0.15X0.45) VC1 (0.15X0.45) 5 C3 Z3 Z1 Z1 Z1 Z1 Z1 5 5 5 C C 5 Z2 5 5 5 5 5 5 ESCALA: 1/50 \W6.12951; PLANTA 5 5 5 SS 5 5 5 VC1 5 5 VEREDA Canaleta S= 1% N.V.T.+0.20 5 5 5 45° CIRCULACION 5 5 AFIRMADO SUELO NATURAL APISONADO PISO DE CEMENTO FROTACHADO SUELO NATURAL APISONADO 5 5 RELLENO MATERIAL PROPIO 5 5 ESCALA : 1/25 SECCION B-B VEREDA S= 1% N.V.T.+0.10 45° EXTERIOR 5 AFIRMADO SUELO NATURAL APISONADO PISO DE CEMENTO FROTACHADO 5 5 5 N.T.N.+0.00 CIMIENTO CORRIDO TARRAJEADO Y PINTADO 5 5 5 SS 5 CIMIENTO CORRIDO 5 5 VC1 5 5 VEREDA Canaleta S= 1% N.V.T.+0.20 5 5 5 45° CIRCULACION 5 5 AFIRMADO SUELO NATURAL APISONADO PISO DE CEMENTO FROTACHADO SUELO NATURAL APISONADO 5 5 RELLENO MATERIAL PROPIO 5 ESCALA : 1/25 SECCION A-A SUELO NATURAL APISONADO TARRAJEADO Y PINTADO s/e Junta C/ Tecknoport COLUMNA COLUMNA bruñado de 1" MORTERO C:A 0.12 0.09 0.23 \LLADRILLO KKKK \W2.12946; Ladrillos de arcilla 9x12x23 \W2.12946; cm 18 huecos vacio max 30% bruñado de 1" MORTERO C:A \W1.38825; \fArial|b1|i0|c0|p34;\H2.50000x;\LDETALLE DE JUNTA s/e JUNTAS ENTRE HILADAS DE 1 cm.(MINIMO) 1.5cm (MAXIMO) UNIDADES MACIZAS TIPO IV MORTERO 1:4 (CEMENTO - ARENA) f'm= 45 Kg/cm2 RECUBRIMIENTOS VIGAS CHATAS, LOSAS MACIZAS Y ALIGERADAS COLUMNAS Y VIGAS PERALTADAS 2.5 cm. 4 cm. fy = 4200 Kg/cm2 ESPECIFICACIONES CONCRETO ARMADO f'c = 210 Kg/cm2 EN CIMENTACION (CEMENTO TIPO MS ANTISALITRE) ALBAÑILERIA y TABIQUERIA COLUMNAS Y VIGAS (e=.15) 3 cm. MUROS y PLACAS 4 cm. ZAPATAS 7.5 cm. CONCRETO CICLOPEO SOBRECIMIENTO: CONCRETO SIMPLE F'C=175 KG/CM2 f'c = 210 Kg/cm2 EN RESTO DE LA ESTRUCTURA (CEMENTO TIPO I) Muro de ladrillo KK 18 huecos asentado tipo caravista MURO DE LADRILLO KK 18 HUECOS ASENTADO TIPO CARAVISTA CONTRAZÓCALO h=0.25M ELEVACIÓN PRINCIPAL Esc.1/50 PARAPETO DE LADRILLO TARRAJEADO Y PINTADO COLUMNAS DE CONCRETO TARRAJEADO Y PINTADO PUERTA CON PLATINAS DE 1 1/2" 5 VARIABLE 5 VARIABLE 5 VARIABLE 5 5 5 5 5 PUERTA CON PLATINAS DE 1 1/2" 5 5 PARAPETO DE LADRILLO TARRAJEADO COLUMNAS DE CONCRETO TARRAJEADO Y PINTADO 5 5 VIGA DE CONCRETO TARRAJEADO Y PINTADO \W8.93500; Muro de ladrillo KK 18 huecos \W8.09461; asentado tipo caravista \W8.68996; Muro de ladrillo KK 18 huecos \W7.65112; asentado tipo caravista 5 VARIABLE 5 VARIABLE 5 VARIABLE 5 5 5 5 CONTRAZÓCALO h=0.25M CONTRAZÓCALO h=0.25M CONTRAZÓCALO h=0.25M ELEVACIÓN PRINCIPAL Esc.1/50 INSTITUCION EDUCATIVA INICIAL 5 5 5 JUNTA DE DILATACION 1" 5 \W1.73786; JUNTA DE DILATACION 1" Ø 3/8" 1@ 0.05, 5@0.10, 2@.15, resto @ 0.25 A/E Ø 3/8" 1@ 0.05, 5@0.10, 2@.15, resto @ 0.25 A/E Ø 3/8" 1@ 0.05, 4@0.10, 2@.15, resto @ 0.20 A/E 2 Ø 5/8" 3 Ø 5/8" 2 Ø 5/8" 3 Ø 5/8" 2 Ø1/2" 2 Ø 1/2" 2 Ø 1/2" 5 5 5 5 5 \W3.20668; Solado e=0.10m. f'c=100 kg/cm2 \W3.20668; Solado e=0.10m. f'c=100 kg/cm2 \W3.20668; Solado e=0.10m. f'c=100 kg/cm2 Ø 3/8" 1@ 0.05, 5@0.10, 2@.15, resto @ 0.25 A/E C C N.T.N.+0.00 5 5 5 5 5 5 5 5 DETALLE TIPICO DE INGRESO PRINCIPAL ESCALA : 1/25 S. S. 5 5 \W3.20668; Solado e=0.10m. f'c=100 kg/cm2 5 4 Ø 3/8" Ø 3/8" 1@ 0.05, 4@0.10, 3@.15, resto @ 0.25 A/E 5 2.10 \W2.23299; Ladrillo KK 18 \W2.23299; huecos \W2.59013; asentado tipo \W2.59013; caravista 5 5 5 5 5 VARIABLE 5 5 5 5 5 5 5 5 2 Ø 3/8" 2 Ø 3/8" 5 Viga A A C-1 C-1 C-1 5 Z3 Z3 CIMIENTO CORRIDO Z3 C-1 C-1 C-1 VC1 VC1 VC1 N.T.N.+0.00 5 SS 5 5 VC1 TARRAJEADO Y PINTADO 5 5 ESCALA : 1/25 CORTE A-A VEREDA S= 1% N.V.T.+0.10 45° EXTERIOR 5 AFIRMADO SUELO NATURAL APISONADO PISO DE CEMENTO FROTACHADO 5 5 5 N.T.N.+0.00 N.T.N.+0.00 5 MURO DE LADRILLO CARAVISTA 5 DETALLE TIPICO DE CERCO PERIMETRICO 2Ø1/2" 2Ø1/2" 2Ø3/8" ESCALA : 1/25 SOLADO SOLADO CIMIENTO CORRIDO Z3 Z3 Z3 Z3 Z3 Z3 Z3 Z3 SOBRECIMIENTO SIMPLE 5 5 5 ZAPATA 5 2 N° 08 C/4 HILERAS 5 5 2 N° 08 C/4 HILERAS 2.35 5

Language	Spanish
Drawing Type	Detail
Category	Misc Plans & Projects
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	assorted, autocad, cerco, College, construction, courts, DETAIL, details, DWG, fence, initial, perimeter, perimeter fence, perimetric, plants, View