Structures: Initial School Foundation DWG Section for AutoCAD

Structures: Initial School Foundation DWG Section for AutoCAD

Construction details of Initial EC – plant foundation sections; specified – technical specifications: – A Masonry. –

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

false floor, meeting:, affirmed, quota, npt, quota, affirmed, overcoming, sidewalk, tarragon, filling, compaction, sole, nfc, quota, quota, cut, scale:, ntn, quota, n.f., quota, with mat. own, stuffed with, mat. own, rocky: over, soil with material, improvement of, mat. granular, false floor, sole, meeting:, affirmed, nfc, quota, quota, cut, scale:, quota, overcoming, npt, quota, ntn, quota, n.f., quota, water table, affirmed, sidewalk, rocky material: over, improvement of soil with, natural terrain, tarragon, compaction, with mat. own, compaction, with mat. own, filling, mat. granular, false floor, meeting:, affirmed, quota, overcoming, npt, quota, ntn, quota, n.f., quota, water table, tarragon, compaction, with mat. own, compaction, with mat. own, filling, sole, nfc, quota, quota, cut, scale:, rocky material: over, soil with, improvement, false floor, affirmed, mat. granular, false floor, npt, quota, ntn, quota, n.f., quota, affirmed, water table, compaction, with mat. own, filling, sole, nfc, quota, quota, cut, scale:, rocky: over, soil with material, improvement of, mat. granular, false floor, meeting:, affirmed, cut, scale:, npt, quota, npt, quota, ntn, quota, false floor, affirmed, overcoming, tarragon, nfc, quota, natural terrain, compaction, with mat. own, filling, foundation, running, compaction, with mat. own, filling, mat. granular, beam, min, beam board, bending detail of stirrups, in columns beams, standard hook detail, cut, scale:, quota, ntn, npt, false floor, affirmed, quota, nfc, natural terrain, with mat. own, compaction, filling, foundation, running, with mat. own, compaction, filling, mat. granular, false floor, meeting:, affirmed, quota, overcoming, npt, quota, ntn, quota, n.f., quota, water table, tarragon, mat. own, compaction, with mat. own, stuffed with, filling, sole, nfc, quota, quota, cut, scale:, rocky material: over, soil with, improvement, false floor, affirmed, mat. granular, false floor, meeting:, affirmed, cut, scale:, npt, quota, npt, quota, ntn, quota, false floor, affirmed, overcoming, tarragon, nfc, quota, natural terrain, compaction, with mat. own, filling, compaction, with mat. own, filling, foundation, running, mat. granular, npt, ntn, classroom, ss hh, children, ss hh, girls, npt, ntn, npt, ntn, npt, ntn, foundation plant: classrooms module, scale:, Specifications, concrete, sole, foundation, fc, pg of max. fc, overcoming, pg of max. fc, continuous shoe, f’c cement ms type, columns beams, fc, coatings, continuous shoe, columns beams, beams columns, flat beams, lightened slab, retaining wall, characteristics of the foundation soil, type of foundation, foundation support layer, continuous foundation, poorly graded sand, water table, below the quota, foundation design parameters, depth of foundation, permissible soil pressure, security factor, aggressiveness of the ground foundation, moderate, maximum settlement, norms regulations, standard technical charges, Search by company:, standard technical floors foundations, Related searches, finished floor level

Raw text data extracted from CAD file:

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Granular 6" 5 0.1500000000000909 0.5 0.2000000000000455 0.599999999999909 0.9000000000023646 0.0999999999999091 5 0.1000000000001364 1.5 0.3249999999970896 5d1/2" 2d5/8" + 1d1/2" Falso Piso e=0.10m Solado Junta: e=1/2" Afirmado e=0.10m NFC - 2.70 Cota 47.30 NE - 3.20 Cota 46.80 CORTE 2-2 ESCALA: 1/20 1d1/2"@0.175 5d3/4" NV - 0.30 Cota 49.70 Sobrecimiento NPT - 0.30 Cota 49.70 NTN -1.00 Cota 49.00 N.F. -1.65 Cota 48.35 Nivel Freático Nivel Freático Afirmado Vereda MATERIAL ROCOSO: OVER (PRESENCIA DE AGUA) MEJORAMIENTO DE SUELO CON Terreno Natural Tarrajeo Compactación con Mat. Propio Compactación con Mat. Propio 1d3/8"@0.25 d3/8": 1 @ .05, 2@.15, R@ 0.30 Relleno y Relleno y VC 0.4000000000007731 1d3/8"@0.20 5d1/2" 0.1500000000012278 Mat. 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Propio d3/8": 1 @ .05, 2@.15, R@ 0.30 Relleno y 0.5999999999989996 2d5/8" 2d5/8" + 1d1/2" 6d3/8" VC 2d5/8" 1d1/2"@0.20 0.5000000000009095 0.2000000000000455 0.7999999999997272 Solado NFC - 2.70 Cota 47.30 NE - 3.20 Cota 46.80 CORTE 4-4 ESCALA: 1/20 ROCOSO: OVER (PRESENCIA DE AGUA) SUELO CON MATERIAL MEJORAMIENTO DE 0.1500000000000909 Mat. Granular 6" 5 0.1500000000000909 0.0999999999999091 5 0.1000000000001364 0.5 0.2000000000020918 Falso Piso e=0.10m Junta: e=1/2" Afirmado e=0.10m CORTE 5-5 ESCALA: 1/20 NPT - 0.30 Cota 49.70 NPT - 0.30 Cota 49.70 NTN - 1.00 Cota 49.00 Falso Piso e=0.10m Afirmado e=0.10m Sobrecimiento Tarrajeo NFC - 1.20 Cota 48.80 Terreno Natural Terreno Natural Compactación con Mat. Propio Relleno y 0.3249999999977717 CIMIENTO CORRIDO Compactación con Mat. Propio Relleno y 0.1500000000000909 Mat. Granular 6" Mat. Granular 6" \A1;0.15 \A1;0.50 \A1;0.20 \A1;0.90 \A1;1.50 \A1;L \A1;Peralte de Viga R a 10 cm R min 2.0 cm d 1/4" 15 cm 2.0 cm 3/8" 10 cm 6mm 2.0 cm d DE COLUMNA, PLACA O VIGA DETALLE DE DOBLADO DE ESTRIBOS 45° 45° a EN COLUMNAS Y VIGAS 5 5 L 15 cm d 3/8" 20 cm 5/8" 20 cm 1/2" 35 cm 1" 25 cm 3/4" DETALLE DEL GANCHO ESTANDAR \A1;0.23 \A1;0.13 \A1;0.13 \A1;a \A1;R 0.0999999999999091 5 0.1000000000001364 0.5 0.2000000000011823 CORTE 5'-5' ESCALA: 1/20 Cota 49.70 Cota 49.00 NTN - 1.00 NPT - 0.30 Falso Piso e=0.10m Afirmado e=0.10m Cota 48.80 NFC - 1.20 Terreno Natural Terreno Natural con Mat. Propio Compactación Relleno y 0.3249999999986812 CIMIENTO CORRIDO con Mat. Propio Compactación Relleno y Mat. Granular 6" Mat. 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Granular 6" \A1;0.23 \A1;0.25 5 0.2500000000004547 0.0999999999999091 5 0.1000000000001364 0.650000000000091 0.2000000000016371 Falso Piso e=0.10m Junta: e=1/2" Afirmado e=0.10m CORTE 6-6 ESCALA: 1/20 NPT - 0.30 Cota 49.70 NPT - 0.30 Cota 49.70 NTN - 1.00 Cota 49.00 Falso Piso e=0.10m Afirmado e=0.10m Sobrecimiento Tarrajeo NFC - 1.20 Cota 48.80 Terreno Natural Terreno Natural Compactación con Mat. Propio Relleno y Compactación con Mat. Propio Relleno y 0.3249999999982265 CIMIENTO CORRIDO Mat. Granular 6" Mat. 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NFC LEYENDA TEXTURAS ARENA FINA AFIRMADO FALSO PISO TERRENO NATURAL ESPECIFICACIONES II ALBAÑILERÍA UNIDAD DE ALBAÑILERÍA : TODAS LAS UNIDADES DE ALBAÑILERIA DE MUROS SE FABRICARÁN CON LAS DIMENSIONES MINIMAS INDICADAS EN ESTE PLANO, PODRAN SER DE CONCRETO,ARCILLA O SILICO CALCAREO, DEBERAN CLASIFICAR COMO MINIMO CON EL TIPO IV DE LA NORMA ITINTEC CORRESPONDIENTE. 9.00cm 13.00cm 23.00cm MORTERO - MEZCLA 1:5 (CEMENTO - ARENA) - EL ESPESOR MÍNIMO ES 10 mm Y EL ESPESOR MÁXIMO ES 15 mm. - EN LAS JUNTAS QUE CONTENGAN REFUERZO HORIZONTAL, EL ESPESOR MÍNIMO DE LA JUNTA SERÁ DE 12 mm S = 1.40 Z = 0.40 Rx = 8 PORTICOS Ry = 6 MUROS ESTRUCTURALES U = 1.50 C = 2.50 PARAMETROS DE DISEÑO SISMORRESITENTE NIVEL DE EXCAVACIÓN NE CARACTERÍSTICAS: ACABADO - RESIST. MÍN. DEL LADRILLO : f'b = 130 kg/cm2 - % MAXIMO DE VACIOS : 30 - LADRILLO TIPO IV : f'm = 65 kg/cm2 - DIMENSIONES (MINIMAS) : 23x13x9 cm PROYECTO : TITULO DE LAMINA : ALUMNO : ESTRUCTURAS: CIMENTACION DE COLEGIO INICIAL ESCALA : -CAMACHO AGUIRRE ALEXIS CATEDRA : FECHA : CAD : PLANTAS - DETALLES UBICACION : Nº DE LAMINA : CESAR ZAPATEL ING. DISEÑO ESTRUCTURAL IV CHICLAYO - LAMBAYEQUE UDCH - ALEXIS 23/MAYO/2014 1/50 E-01 CHICLAYO UNIVERSIDAD DE Y URBANISMO FACULTAD DE ARQUITECTURA

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, construction, details, DWG, footings, FOUNDATION, foundation details, foundations, fundament, initial, masonry, plant, school, section, sections, specifications, structures, technical