Paradero With Details DWG Detail for AutoCAD

Plant Foundations and Structure

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

francisco oliver, office: pje. pedro chillán, tel. fax, emplantillado, scale, cut, structural filler, with selected material, compacted to, protor, npt, lateral lift, scale, lam:, drawing:, date:, commune:, address:, scale:, project name:, content sheet:, cod. sheet:, cheerful villa, June, arq, indicated, public space competition program, consulting architect, henly henríquez m., principal, housing ministry urbanism, francisco oliver salazar, architect ica, served the maule region, maule region, landscaping design specialties for avenue abate village commune, planimetry whereabouts, water encounter, scale, eave detail, scale, lattice bench detail, scale, stabilized compacted at pm, mortar, microvibrated tile, finish smooth painted stucco eett, lock, concrete, channel profile, car, rauli wood, rectangular profile, ridge tile, keel wood, mortar, adriatic clay tile, felt paper lbs, osb, coastal, plywood, tijeral raulí, adriatic clay tile, felt paper lbs, osb, coastal, plywood, rauli, square profile, tinplate, rauli, tijeral raulí, hexag., concrete, lock, down all, section, esc., esc., column of raulí, pl mm, rauli beam, pl mm, bolts, pl mm, emplantillado, scale, cut, emplantillado, scale, cut, scale, detail pillars, scale, detail, brick, termination, stucco painted, scale, foundation plant whereabouts, scale, plant of whereabouts structures, scale, detail, emplantillado, scale, cut, profile, rectangular, emplantillado, scale, cut

Raw text data extracted from CAD file:

Francisco Oliver a r q u i t e c t o s l t d a. Oficina: Pje. F 379 Pedro Lagos, Chillán tel. / fax 42 – 329415 contacto@franciscoliver.cl \A1;13 \A1;15 \A1;13 \A1;40 \A1;60 \A1;110 \A1;170 \A1;5 EMPLANTILLADO 24276.22535368176 24276.22535368176 24276.22535368176 24276.22535368176 24276.22535368176 24276.22535368176 24276.22535368176 L=180 165 d8@15 24276.22535368176 N. +0.00 ESCALA 1/25 CORTE 1-1 d8@15 N. +0.90 1 2 10 5 10 15 165 10 5 L=195 d8@15 1 2 Relleno Estructural con material seleccionado compactado al 95%D.M.C.S. (Ensayo Próctor Modificado) 261 34 295 NPT ± 0.0 Elevación Lateral Escala 1:50 139.3002102125029 139.3002102125029 139.3002102125029 \A1;20 \A1;20 \A1;20 \A1;60 \A1;50 \A1;5 \A1;60 \A1;51 \A1;20 \A1;20 \A1;20 \A1;50 \A1;12 \A1;50 \A1;5 \A1;63 \A1;20 \A1;150 \A1;200 \A1;150 \A1;150 \A1;330 \A1;330 \A1;180 \A1;180 \A1;330 \A1;330 \A1;180 \A1;180 \A1;165 \A1;165 \A1;75 \A1;105 \A1;75 \A1;105 450 1050 20 310 20 185 145 20 330 350 20 210 20 135 95 20 230 250 20 310 20 350 330 20 95 20 135 95 20 230 250 8 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 4 8 4 9 4 9 4 9 4 9 4 9 4 9 4 9 4 4 4 4 9 4 9 4 9 9 4 9 4 9 4 9 30 30 \A1;R1.000000 \A1;62 \A1;200 \A1;200 \A1;200 \A1;250 \A1;13 \A1;15 \A1;13 \A1;40 \A1;60 \A1;5 \A1;13 \A1;15 \A1;13 \A1;40 \A1;15 \A1;145 \A1;15 \A1;13 \A1;15 \A1;13 \A1;40 \A1;15 \A1;145 \A1;15 \A1;13 \A1;15 \A1;13 \A1;40 \A1;60 \A1;5 \A1;VAR. \A1;VAR. \A1;35 \A1;5 \A1;49 \A1;R70 \A1;R110 \A1;R70 \A1;R110 \A1;R20 \A1;R20 \A1;VAR. \A1;VAR. \A1;35 \A1;49 \A1;64 \A1;R20 \A1;R20 \A1;5 \A1;20 \A1;5 \A1;5 LAM: DIBUJO: FECHA: COMUNA: DIRECCION: ESCALA: DIM-LAMINA: NOMBRE PROYECTO: CONTENIDO LAMINA: COD. LAMINA: PROF-REVISOR PROF-ESPECIALISTA VILLA ALEGRE A0 JUNIO 2015 ARQ 16 Indicadas PROGRAMA CONCURSABLE DE ESPACIOS PÚBLICOS ARQUITECTO CONSULTOR HENLY HENRÍQUEZ M. MANDANTE Ministerio de Vivienda y Urbanismo Francisco Oliver Salazar ARQUITECTO ICA 6739 Serviu Región del Maule SERVIU, REGIÓN DEL MAULE \W5.84576; DISEÑO DE ARQUITECTURA, PAISAJISMO Y \W9.62452; ESPECIALIDADES PARA \W6.07766; “MEJORAMIENTO AVENIDA ABATE MOLINA, \W8.35762; COMUNA DE VILLA ALEGRE” \W6.06089; PLANIMETRÍA PARADERO 8 8 2.5 2.5 3 5 3 5 3 5 3 8 8 6 10 4 3.8 33 12 5 5 4 D1_ Encuentro aguas Escala 1: 5 D2_ Detalle alero Escala 1: 5 D3_ Detalle banca y celosía Escala 1: 5 Sub-base estabilizada compactada al 95% PM e=10cm Mortero 1:4 e=4cm Baldosa microvibrada e=3.8cm Terminación estuco liso pintado s/ EETT Enfierradura s/cálculo Hormigón H20 Perfil canal 50x25x3mm \A1;Perno coche 3/8″ Madera raulí 2×2″ Perfil rectangular 80x40x2mm Perfil rectangular 80x40x2mm 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 6631.406268567953 Teja cumbrera Quilla madera 1×3″ Mortero 1:4 Teja arcilla modelo adriática Papel fieltro 15 lbs OSB 15mm Costanera 2×2″ @40cm Contrachapado 15mm PL e=3mm Tijeral Raulí 6×2″ \W7.58747; Teja arcilla modelo adriática \W9.11420; Papel fieltro 15 lbs \W9.44354; OSB 15mm \W9.28322; Costanera 2×2″ @40cm \W9.91595; Contrachapado 15mm \W9.78388; Raulí 1×8″ \W8.31672; Perfil cuadrado 15×1.5mm \W8.34696; Hojalatería \W8.34696; e=0.4mm \W9.78388; Raulí 1×8″ \W9.78388; Raulí 1×5″ \W9.58002; Tijeral Raulí 6×2″ \W9.62653; PL e=3mm \W8.21621; \A1;Perno 3/8″ c/tuerca hexag. \W8.66398; Hormigón H20 \W8.06769; Enfierradura \W8.06769; s/cálculo \W9.42592; Bajada ALL \W9.10981; \A1;Perfil Ø3\A1;\S1/2;” \W9.10981; \A1;e=3mm \A1;150 \A1;550 \A1;20 \A1;20 \A1;20 \A1;60 \A1;20 \A1;50 \A1;5 \A1;20 SECCION – ESC. 1:10 \A1;5 \A1;15 \A1;5 \A1;14 \A1;6 \A1;35 \A1;5 \A1;10 \A1;10 \A1;10 \A1;4 \A1;4 \A1;8 \A1;10 \A1;10 \A1;12 \A1;40 \A1;4 \A1;10 \A1;4 \A1;18 B – ESC. 1:10 Columna de Raulí 1p. 10″x10″ Pl 8 mm 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 Viga de Raulí 1p. 4×10″ Pl 5 mm 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 62835.29136321516 3 Pernos d5/8″ Pl 8 mm – C EMPLANTILLADO 5 5 5 5 5 5 N. +0.00 d10 3 L=120 98 d8@15 15 5 15 15 98 15 5 L=150 d8@15 1 2 54 42 L=205 d8@15 5 ESCALA 1/25 CORTE 1-1 3 EMPLANTILLADO 5 5 5 5 5 5 5 5 5 5 N. +0.00 d10 2 3 4 1 L=125 105 d8@15 15 5 15 15 105 15 5 L=155 d8@15 2 3 54 42 L=205 d8@15 1 5 L=150 d8@15 64 6 ESCALA 1/25 CORTE 2-2 4 5 1 2 ESCALA 1:10 DETALLE A PILARES (P1) 5 5 10 10 10 10 5 1 1 L=50 d8@15 5 5 1 ESCALA 1:10 DETALLE B 15 10 10 5 1 L=60 d8@15 4 d10 LADRILLO 71X140X290 MM TERMINACIÓN ESTUCO PINTADO A 5 5 5 5 2 2 4 4 1 1 3 3 1 1 3 3 B A B 1 2 1 2 ESCALA 1/25 PLANTA DE FUNDACIONES PARADERO A 5 5 5 5 B A B 1 2 1 2 ESCALA 1/25 PLANTA DE ESTRUCTURAS PARADERO 5 5 5 5 5 5 P1 P1 P1 P1 4 d10 15 ESCALA 1:10 DETALLE C 5 1 500 10 10 5 1 L=530 d8@15 4 d10 500 5 4 4 EMPLANTILLADO 5 5 5 5 5 5 N. +0.00 d10 3 L=120 98 d8@15 15 5 15 15 98 15 5 L=150 d8@15 1 2 54 42 L=205 d8@15 5 ESCALA 1/25 CORTE 3-3 3 5 1 2 PERFIL RECTANGULAR 80X40X2MM EMPLANTILLADO N. +0.00 d10 ESCALA 1/25 CORTE 4-4 1 5 1 15 15 5 L=70 d8@15 P1