Perimeter Enclou-Se – Details DWG Plan for AutoCAD

Perimeter enclose – Details with technical specifications – Plants – Sections – Views

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

executed by, date, revision, accepted, approved by, pronap, title, number, sub-area project, project area, this approval does not imply the elimination of the contractual responsibility on the part of the consultant, seen pronap :, approved :, revised:, notes, sms consortium, signatures and approval, signature, document, consultant, designer, draftsman, r. yañez, sheet, scale, e.p.s. grau s.a., rev., name, .dwg, scale :, meters, galvanized braided mesh painted with anticorrosive and matt black enamel, perimeter fence system defined in the planes, hvariable, overburden, foundation, depth min. foundation, exterior, interior, plant, elevation, detail-corner, typical hinge, latch, typical horn, knocker cut, hinge cut, -apply to all types of fences., armella cut, handle, cut, column – cutting, cutting – guide and fastener, latch, eyebolt, technical specifications

Raw text data extracted from CAD file:

EJECUTADO POR TITULO/DESCRIPCION FECHA N° REVISION ACEPTADO APROBADO POR FECHA PRONAP PLANOS/DOCUMENTOS DE REFERENCIAS TITULO NUMERO SUB-AREA PROYECTO AREA PROYECTO ESTUDIO DEFINITIVO DE LAS OBRAS DE LA 1ra. ETAPA ESTA APROBACION NO IMPLICA LA ELIMINACION DE LA RESPONSABILIDAD CONTRACTUAL POR PARTE DE LA CONSULTORA VISTO PRONAP: APROBADO: REVISADO: NOTAS PRONAP CONSORCIO SMS CONSORCIO SMS FIRMAS Y APROBACION FIRMA DOCUMENTO CONSULTORA PROYECTISTA APROBADO POR DIBUJANTE R. YAÑEZ HOJA N° PRONAP ESCALA E.P.S. GRAU S.A. REV. N° EPS – nombre .DWG P L \A1;1″ \A1;6″ \A1;1″ \A1;2″ \A1;2″ \A1;0.05 \A1;0.05 \A1;.05 \A1;2″ \A1;1″ \A1;.10 \A1;.05 \A1;.05 \A1;0.10 \A1;.05 \A1;.05 \A1;.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.03 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;4″ \A1;3″ \A1;1/16″ \A1;2″ \A1;2″ \A1;2″ \A1;0.14 \A1;0.16 \A1;2″ \A1;2″ \A1;5″ \A1;2″ \A1;1″ \A1;2″ \A1;5″ \A1;1″ \A1;4.50 \A1;1.00 \A1;0.50 \A1;0.25 \A1;5.20 \A1;1.50 \A1;0.80 \A1;2.90 – ESCALA: – \A1;0.60 \A1;0.20 \A1;0.50 \A1;1.10 \A1;hvariable \A1;0.15 Minimo \A1;1.25 \A1;0.50 \A1;0.90 \A1;0.50 \A1;0.25 \A1;0.90 \A1;0.25 Metros 0 0.1 0.2 0.3 0.4 0.5 Metros 0.5 0 0.5 1.0 \A1;0.25 0.1 Metros 0 0.1 0.2 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40(TIP.) \A1;0.30 \A1;0.40(TIP.) \A1;0.10 \A1;0.03 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.05 \A1;0.10 \A1;.05 \A1;.05 \A1;0.20 \A1;0.50 \A1;0.80 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.05 \A1;0.25 \A1;0.05 \A1;2″ \A1;1-1/2″ \A1;1/8″ \A1;1/4″ \A1;3/8″ \A1;3″ \A1;2″ \A1;0.07 \A1;0.03 \A1;2″ \A1;0.01 \A1;0.04 \A1;0.05 \A1;3″ \A1;4″ \A1;0.10 \A1;0.05 \A1;0.30 \A1;0.12 \A1;0.05 \A1;0.30 \A1;0.013 \A1;0.013 \A1;0.05 \A1;0.025 \A1;BLOQUE CONCRETO 0.30×0.30×0.30 \A1;PICAPORTE d½” \A1;GUIA DE PICAPORTE 2″x1″x¼” \A1;SUJETADOR DE PICAPORTE 1″x1″x¼” \A1;TUBO F°G°2″ -130.0217374389044 -130.0217374389044 -130.1669963319141 -130.1669963319141 -130.1669963319141 -130.0217374389044 \A1;SOLDADURA \A1;TUBO F°G° d2″ SUJETADOR DE PICAPORTE P 1″x1″x¼” \A1;ORIFICIO PARA CANDADO d½” \A1;ORIFICIO GUIA PICAPORTE d½” \A1;P 2″x1″x¼” GUIA PARA PICAPORTE -130.1899319788362 -130.1899319788362 -130.1899319788362 -130.1899319788362 L L \A1;ARMELLAS CON PLATINAS DE 2 1/2″x3/16″UBICADO A 1.00m S.N.P LLEVAN HUECOS PARA CANDADO %%1/2″ -130.1669963319141 TUBO d2″ \A1;0.05 \A1;0.12 \A1;0.30 \A1;0.05 \A1;0.10 \A1;0.025 \A1;0.05 \A1;0.013 \A1;0.013 \A1;4″ \A1;1-1/4″ \A1;0.025 \A1;1″ \A1;0.25 \A1;1″ \A1;2″ \A1;1-1/4″ \A1;2″ \A1;1-1/2″ \A1;0.05 \A1;2″ \A1;0.05 \A1;0.10 – \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 0.0 0.0 0.0 0.0 0.0 0.096202156298375 0.096202156298375 0.096202156298375 0.0 0.0 \A1;F°G°d2″ “L”1 1/2″x1 1/2″x3/16″ BARRA d1/2″ L3″x2″x1/4″ L1″x2″x1/4” “L”1 1/2″x1 1/2″x3/16″ L1″x2″x1/4″ \A1;5″x6″x1/4″ 0.096202156298375 0.096202156298375 0.096202156298375 0.0 0.0 0.0 12″x12″x½” \A1;HUECO d1/4″ (ENGRASE) \A1;TUBO F°G°d2″ \A1;BOCINA TUBO F°G° SOLDADA A PLANCHA \A1; 5″x5″x3/8″ 0.0 \A1; 5″x5″x3/8″ \A1;BOCINA TUBO F°.G°. d3/4″SOLDADA A \A1;6″x3″x¼” \A1;PICAPORTE d1/2″ MALLA #10 GALVANIZADA 2″x2″ SOLDADA A “L” 5 5 5 2 PERNOS d5/8″ \A1;F°G°d2″ 0.1954381021130871 0.1954381021130871 L 1½”x1½”x3/16″ 0.1950707859735417 0.1950707859735417 0.1950707859735417 0.1950707859735417 0.1950707859735417 0.1950707859735417 0.1950707859735417 TENSOR P 1 ½”x1/4″ (SOLDADO A ) L1½”x1½”x3/16″ -0.0499984940244644 -0.0499984940244644 -0.0499984940244644 -0.0499984940244644 -0.0499984940244644 \A1;COLUMNA BISAGRA SOPORTE 4″ x 3/16″ TUBO d2″ PERNO d5/8″x2 1/2″ CON TUERCAS Y ARANDELAS -0.2403331768851729 -0.2403331768851729 -0.2403331768851729 -0.2403331768851729 -0.2403331768851729 -0.2403331768851729 -0.3736083115286988 -0.3736083115286988 -0.2403331768851729 -0.2403331768851729 -0.2403331768851729 \A1; 6″x2″x1/4″ L1″x2″x1/4″ \A1;HUECO d1/2″ PARA CANDADO \A1; 5″x6″x1/4″ L3″x2″x1/4″ \A1; 5″x6″x1/4″ \A1;F°G°d2″ 5 MALLA TRENZADA GALVANIZADA PINTADA CON ANTICORROSIVO Y ESMALTE NEGRO MATE 5 5 5 5 5 -1.310911902644193 -1.310911902644193 \A1; SISTEMA DE CERCO PERIMETRICO DEFINIDO EN LOS PLANOS -1.310911902644193 -1.310911902644193 -1.310911902644193 d3/8”:1@.05 5@.10 Rto.@.15 CONCRETO CLASE 5 \A1;DOBLAN 0.20 A 90° 0.0 hvariable 0.15 Minimo 0.0 SOBRECIMIENTO CIMIENTO SOBRECIMIENTO PROFUNDIDAD MIN. CIMENTACION \A1;CERCO TIPO I, II, ó III 5 5 0.3236772343459791 5 0.0323417770601964 0.0323417770601964 6d3/8″ \A1;PL 4″x1/4″ 0.0 \A1;ANCLAJE d3/8″ 5 0.0 0.0 P L 2″x2″x¼” SOLDADA A d Y L (TIPICO) TUBO F°G°d2″ 0.0 0.1954381021130871 0.1954381021130871 0.1954381021130871 0.1954381021130871 L1½”x1½”x3/16″ d¼”(ENGRASE) L1½”x1½”x3/16″ L1½”x1½”x3/16″ L1½”x1½”x3/16″ L 2″x2″x¼” SOLDADA A d Y L (TIPICO) L 2″x2″x¼” SOLDADA A d Y L (TIPICO) 0.0462854604692495 0.096202156298375 0.3230467477222589 0.3230467477222589 0.096202156298375 CIRCULAR ¼” SOLDADA AL EXTREMO DEL TUBO R L 0.1454147547235891 0.1454147547235891 ANCLAJE TIPICO d½” P L 2″x2″x¼” SOLDADA A d Y L (TIPICO) \A1;TOPE SOLDADO A BARRA \A1;BARRA d1/2″ 3.38009646464451 3.38009646464451 3.38009646464451 3.38009646464451 5 5 5 5 -1.310911902644193 2d1/2″ 2d1/2″ d1/4″ 1@0.05, 5@0.10, Rto@0.15 -1.310911902644193 d1/4″ 1@0.05, 5@0.10, Rto@0.15 6d1/2″ -0.5028376677244069 CONCRETO CLASE 5 -0.3225822397469074 -0.3225822397469074 -0.3225822397469074 P 5″x5″x3/8″ L -0.3225822397469074 TENSOR P 1 ½”x1/4″ \A1;1/4″ \A1;L 1-1/2″x1-1/2″x3/16″ \A1;MALLA SOLDADA A PERFIL -0.3225822397469074 \A1;3/16″ 3″ 2″ 5 5 \A1;BOCINA P 3″x4″x3/16″ SOLDADA L \A1;P 4″x1/4″ L 2″ 5 5 5 \A1;L4″x2″x1/4″ \A1;MALLA \A1;2″x2″x3/16″ SOLDADA A BARRA d1/2″ \A1;L4″x2″x1/4″ \A1;BARRA d1/2″ 3″ \A1;1/8″ \A1;TOPE SOLDADO A BARRA d1/2″ \A1;PICAPORTE d½” \A1;GUIA DE PICAPORTE 2″x1″x¼” \A1;SUJETADOR DE PICAPORTE 1″x1″x¼” \A1;TUBO F°G°2″ -8.577426463127807 -9.394809816997707 -8.577426463127807 -8.577426463127807 -8.577426463127807 \A1;SOLDADURA \A1;TUBO F°G° d2″ SUJETADOR DE PICAPORTE P 1″x1″x¼” \A1;ORIFICIO PARA CANDADO d½” \A1;ORIFICIO GUIA PICAPORTE d½” \A1;P 2″x1″x¼” GUIA PARA PICAPORTE -0.713352759010661 -0.713352759010661 -0.713352759010661 -0.713352759010661 L L -7.556481150442551 1-1/4″ 0.0 -8.577426463127807 -8.577426463127807 \A1;P 6″x3″1/4″ L \A1;GUIA 1″x1-1/4″x1/4″ \A1;P 1″x2″x1/4″ CON ORIFICIO PARA CANDADO -8.577426463127807 \A1;BOCINA TUBO F°G° 3/4″ SOLDADO A P L L -8.577426463127807 -8.577426463127807 -8.577426463127807 \A1;ANCLAJE \A1;SOBRECIMIENTO -7.556481150442551 5 -7.556481150442551 -7.556481150442551 -7.556481150442551 P 4″x1/4″ L \A1;AGUJERO DE d1/2″ PARA CANDADO \A1;COLUMNA EXTERIOR INTERIOR 5 5 5 -0.8516570497814087 L L TENSOR P 1 ½”x1/4″ (SOLDADO A ) L TENSOR P 1 ½”x1/4″ (SOLDADO A ) TENSOR P 1 ½”x1/4″ (SOLDADO A ) L L 2 – 1 – 5 – 3 – 4 – ESCALA: 1:25 PLANTA ESCALA: 1:25 ELEVACION DETALLE-ESQUINA 1:10 1 – BISAGRA TIPICA 1:10 2 – PICAPORTE 1:10 3 – BOCINA TIPICA 1:10 4 – CORTE DE ALDABA 1:5 A – CORTE DE BISAGRA 1:5 B – ALDABA (VISTA INTERIOR) 1:10 5 – A A -APLICA A TODOS TIPOS DE CERCO. ESCALA: 1:10 COLUMNA P1 – PLANTA ESCALA: 1:10 COLUMNA P2 – PLANTA P2 – P2 – P1 – 6 – CORTE DE ARMELLA 1:5 H – CORTE PICAPORTE 1:10 F – CORTE 1:10 C – CORTE 1:25 E – COLUMNA – CORTE 1:25 D – CORTE – GUIA Y SUJETADOR DE PICAPORTE 1:1 G – ARMELLA 1:5 6 – CONCRETO : CLASE 5 (f’c=140Kg/cm2) EN CIMIENTO CLASE 4 (f’c=175Kg/cm2) EN COLUMNAS REFUERZO : ACERO GRADO 60 (fy=4200Kg/cm2) ESTRUCTURA METALICA : ACERO A-36 SOLDADURA : E60XX NORMAS : AISC-LRFD y AWS ESPECIFICACIONES TECNICAS H –