Comunal Local DWG Block for AutoCAD

Comunal Local DWG Block for AutoCAD

REPAIR WITH AGAINST ATTACKED MATERIAL TO COMUNAL LOCAL AND LIGHT COVER

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

section a, section a-a, asphalt, psje. kennedy, romero leguia, alberto, psje. the palm trees, h.u.p. villa maria sector b, housing program, location, a.h., p.j. villa Maria, prolongation av. ayacucho, av. aviation, psje. the cedars, psje. the pines, ah. Alberto Romero Leguia, local community, Alberto Romero Leguia, Calle Las Gardenias, Pje. huayna capac, solado, n.t.n, v. c., columns, beams, shoe detail, wood screw, wood panel and plywood, plate, section bb, polarized glass, direct system, parante, foundations, structures, floors, technical standards concrete armed, technical masonry standards , seismoresistant design standards, columns and beams, confinement elements, footings, reinforced concrete :, structural elements, admissible capacity, simple concrete :, subsurface, technical specifications, foundations, concrete cyclopean:, wooden, beam, wind direction , transverse overlap, wooden structure, solidified, contact, all area, concrete, cyclopean, panels, plywood, waterproofing, parante, projection of, wooden joists, wooden structure, -wood screw, technical specifications, profile great wave, coverage:, salon, multipurpose, column, roof of eternit, see details, longitudinal, cross section, anchor detail, from eternit to tijerales, supports, law enda, area

Raw text data extracted from CAD file:

\A1;1.80 \A1;14.40 \A1;2.40 \A1;1.80 \A1;2.40 \A1;6.00 \A1;.80 \A1;.85 \A1;.60 \A1;.05 \A1;0.20 \A1;.15 \A1;.10 \A1;.10 \A1;.10 \A1;.30 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;1.00 \A1;.70 \A1;.30 \A1;1.00 \A1;.30 \A1;.70 \A1;1.00 \A1;.35 \A1;.30 \A1;.35 \A1;1.00 \A1;.30 \A1;.70 \A1;1.30 \A1;1.30 \A1;2.40 \A1;.96 \A1;.04 \A1;VARIBLE Hasta 1.20 \A1;VARIBLE Hasta 1.20 \A1;VARIABLE Hasta 2.40 \A1;.04 \A1;.04 \A1;.04 \A1;.05 \A1;1.36 \A1;.04 \A1;.05 \A1;1.25 \A1;.05 \A1;.05 \A1;.05 \A1;1.25 \A1;.05 \A1;6.00 \A1;1.625 \A1;.25 \A1;2.625 \A1;.25 \A1;.25 \A1;1.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.00 \A1;3.00 \A1;.25 \A1;.25 \A1;2.625 \A1;.25 \A1;2.625 \A1;.80 \A1;.85 \A1;.60 \A1;.05 \A1;0.20 \A1;.10 \A1;.10 \A1;.10 \A1;.30 \A1;.126 \A1;.10 \A1;60mm \A1;125mm \A1;.075 \A1;.075 \A1;.200 \A1;3.05 \A1;1.10 \A1;.254 \A1;.090 \A1;.05 \A1;6.00 \A1;1.625 \A1;1.625 \A1;6.00 \A1;.25 \A1;2.625 \A1;.25 \A1;.25 \A1;2.625 \A1;.25 \A1;1.00 \A1;.25 \A1;.25 \A1;1.00 \A1;18.00 \A1;.25 \A1;1.275 \A1;.075 \A1;1.375 \A1;.075 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;.20 \A1;.25 \A1;.20 \A1;18.00 \A1;.25 \A1;1.275 \A1;.075 \A1;1.375 \A1;.075 \A1;.20 \A1;.25 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;1.375 \A1;.075 \A1;.075 \A1;1.375 \A1;.20 \A1;2.825 \A1;5.725 \A1;.075 \A1;3.00 \A1;3.00 \A1;.20 \A1;.10 \A1;.30 \A1;.45 \A1;.11 \A1;.075 \A1;.11 \A1;.10 \A1;.05 \A1;.075 \A1;2.90 \A1;.075 \A1;3.038 \A1;.075 \A1;.075 \A1;.488 \A1;1.450 \A1;1.450 \A1;1.450 \A1;1.450 \A1;1.450 \A1;1.450 \A1;1.450 \A1;1.488 \A1;2.825 \A1;1.488 \A1;1.563 \A1;.050 \A1;.050 C1 Z-1 Z-2 C1 Z-1 C1 A SECCION A 25 CALLE 70 1.800000000001091 14.40000007597337 2.399999999999636 1.799999999999272 2.400000000001455 6.000000075948265 SECCION A-A V V ASFALTAR B B P 33 LP 29 28 27 26 PASAJE S/N Z' PSJE. KENNEDY ROMERO LEGUIA ALBERTO PSJE. LAS PALMERAS SECTOR SUB LOTE B1 H.U.P. VILLA MARIA SECTOR B PROGRAMA DE VIVIENDA LOCALIZACION PASAJE 5 ROMERO LEGUIA ALBERTO A.H. C L Esc.: 1/10,000 24 PASAJE 76 O D C AVENIDA "1" 8 11 9 10 CALLE 70 12 13 14 P.J. VILLA MARIA O 11 PROLONGACION AV. AYACUCHO AV. AVIACION PASAJE 12 G PASAJE 10 PASAJE 7 23 22 pASAJE 77 E H PASAJE 71 N PASAJE 14 CALLE 69 PSJE. LOS CEDROS C PROLONGACION AV. AYACUCHO A A.H. P Q PSJE. LOS PINOS AH. ALBERTO ROMERO LEGUIA LOCAL COMUNAL ALBERTO ROMERO LEGUIA CALLE LAS GARDENIAS A CALLE S/N 20 CALLE 67 PASAJE 13 R J2 7 DE JULIO A.H. PJE. HUAYNA CAPAC A 0.7991151158981666 0.8482667419044447 SOLADO 0.6039413741702447 SECCION A-A ESC. 1:20 0.0491516260065509 N.T.N 5 0.1478635866742479 NPT.± 0.00 0.1043741389406705 0.1019165767055029 0.1019165767055029 0.2980834232950201 V. C. C/ext. d1/4" 1@.05, 4d 1/2" Rto @.20 4d1/2" V1 d1/4" 1@.05, 2@.10 Resto @.25 C/ext. 4d1/2" C1 0.25 0.25 C/ext. COLUMNAS ESCALA 1:10 d1/4" 1@.05, 2@.10 Resto @.25 5 5 ESCALA 1:10 VIGAS 1.0 0.6999999999998181 0.3000000000001819 C1 0.9999999999999858 0.3000000000000114 Z2 d1/2"@.20 d1/2"@.20 0.6999999999999744 C1 d1/2"@.20 d1/2"@.20 Z1 DETALLE DE ZAPATA ESC . 1:200 1.000119999999924 0.349976000000197 0.2999999999999545 0.3501439999997729 1.0 0.2999999999999829 0.700000000000017 0.9614619986086268 2.400000000000006 0.0374999999999659 2" x 2" MADERA TORNILLO <> 5 5 B 5 Esc.:1/25 VARIABLE Hasta <> 5 A PANEL DE MADERA Y TRIPLAY 5 5 0.0385380013913732 1.36250000000004 0.05 0.05 MADERA TORNILLO PLANCHA DE TRIPLAY e= 4mm 2" x 2" 2" x 2" MADERA TORNILLO PLANCHA DE TRIPLAY e= 4mm 0.05 0.05 SECCION B-B MADERA TORNILLO 2" x 2" B Esc.:1/25 VIDRIO POLARIZADO SISTEMA DIRECTO 2" x 2" Esc.:1/25 MADERA TORNILLO A SECCION A-A PLANCHA DE TRIPLAY e= 4mm (2.40m. x 1.20m.) 5 5 0.0499999999999773 0.0499999999999773 PARANTE DE 3" x 3" 3" x 3" PARANTE DE MADERA TORNILLO 2" x 1 1/2" TRIPLAY e= 4mm PLANCHA DE C1 C1 C1 V1 V1 Esc.: 1/50 CIMENTACION Esc.: 1/50 ESTRUCTURAS 3.0 6.0 3.0 B A C 1.0 0.25 0.25 2.625 0.25 1.625 3.0 6.0 2.625 3.0 B A 0.25 2.625 0.25 C 0.25 B B E-0.60 E-030 E-0.70 Solados : e= 4" 1:10 Normas Técnicas Concreto Armado Normas Técnicas de Albañileria Normas de Diseño Sismoresistente A.C.I. 2000 : f'c=175 Kg/cm2 (en general) 6.00 NORMAS Columnas y Vigas : 3.00 cm 3.00 ACERO DE REFUERZO Fierro corrugado fy=4200 Kg/cm2 (en general) Elementos de confinamiento Zapatas 4.00 RECUBRIMIENTOS CONCRETO ARMADO: Elementos estructurales : 3.00 cm : f'c=175 Kg/cm2 : 1.00 Kg/cm2 1.00 RESISTENCIA DEL TERRENO: Capacidad Admisible CONCRETO SIMPLE: : 1 : 8 + 30% P.G (máx. 8") : 1 : 6 + 25% P.M (máx. 4") Sobrecimientos ESPECIFICACIONES TÉCNICAS Cimiento corrido CONCRETO CICLOPEO: 2.00 CONCRETO \A1;6.00 \A1;6.00 \A1;19.00 \A1;19.00 H=0.60m. 4d 1/2" 0.0491516260065509 0.7991151158981666 0.8482667419044447 5 0.1043741389406705 0.1019165767055029 0.1019165767055029 0.2980834232950201 SOLADO 0.6039413741702447 SECCION B-B ESC. 1:20 N.T.N NPT.± 0.00 V. C. C/ext. d1/4" 1@.05, Rto @.20 DE MADERA 8" x 3" VIGA DIRECCION DEL VIENTO TRASLAPE TRANSVERSAL 5 1.562500000000057 5 17.99999999999997 5 17.99999999999997 0.25 1.0 0.25 2.625 0.25 6.0 1.625 1.450000000000045 1.375 1.375 0.2 0.1 2.825000000000102 0.0749999999998181 5 0.0749999999998181 DE 3"x4" 5.725000000000279 2.825000000000102 1:12+30%PM 1.487500000000125 1 2 3 3.037499999999909 DE ESTRUCTURA DE MADERA ANCLAJE P/PARANTES ESC.: 1/10 AFIRMADO COMPACTADO AL 95% PROCTOR MODIFICADO 5 0.1000000000000227 DE CONTACTO TODA EL AREA CONCRETO CICLOPEO 0.1124999999999545 5 0.1125 0.4500000000001137 0.3 0.1000000000000227 0.2000000000000455 0.0750000000000455 1.375000000000057 0.0750000000000455 1.274999999999977 0.0750000000000455 1.375000000000057 0.0750000000000455 1.275000000000034 1.487500000000182 1.450000000000017 1.450000000000159 4 5 6 7 VM-02 P2 (VER DETALLES) PANELES DE TRIPLAY IMPERMEABILIZANTE PARANTE CM-02 ESC.: 1/10 VM-02 CM-02 VM-02 VM-02 0.0750000000000455 1.375000000000114 0.0750000000000455 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-01 VM-01 CM-01 CM-01 0.0750000000000455 1.375000000000114 0.0750000000000455 1.375000000000028 0.0750000000000455 1.375000000000057 0.0750000000000455 CM-02 CM-01 CM-01 CM-02 PROYECCION DE VIGUETAS DE MADERA VM-01 ESC.: 1/10 CM-01 ESC.: 1/10 ESTRUCTURA DE MADERA -Madera Tornillo ESPECIFICACIONES TECNICAS PERFIL GRAN ONDA -Espesor: 1.2 mm. de 3.05 x 1.097 -Traslape Longitudinal: 5 cm. -Area Util: 2.68 m2; Largo Util: 2.29 m.; Ancho Util: 1.00 m. 2 ondas en pendientes menores a 20% COBERTURA: 1.450000000000159 1.375000000000114 1.375000000000114 5 1.450000000000045 1.450000000000159 1.450000000000045 8 9 10 11 SALON N.T.N. ±0.00 MULTIUSOS 0.075 COLUMNA 3" x 3" DE MADERA 0.0750000000000455 0.0750000000000455 1.375000000000114 0.0750000000000455 1.375 0.0750000000000455 1.375 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 VM-02 PERFIL GRAN ONDA TECHO DE ETERNIT VER DETALLES (3.05m.x1.097m.) VM-01 VM-01 VM-01 VM-01 CM-01 CM-01 CM-01 CM-01 CM-01 CM-01 CM-01 0.0750000000000455 1.375 0.0750000000000455 1.375000000000114 0.0750000000000455 1.375 0.0750000000000455 CM-01 ESC. 1/10 0.0546064651973666 LONGITUDINAL (3.05m.x1.097m.) SECCION TRANSVERSAL PERFIL GRAN ONDA d6mm 0.075 ESC.: 1/10 COLUMNA 3" x 4" 0.075 DE MADERA DETALLE DE ANCLAJE DE ETERNIT A TIJERALES 5 5 C1 C1 C1 0.4874999999989313 12 13 3.0 3.0 C B A 1.60 1.00 2.625 P1 0.2000000000011823 0.0750000000000455 0.25 5 VM-01 CM-01 CM-01 0.2000000000011823 0.25 5 0.0750000000000455 1.0 0.25 0.25 2.625 0.25 1.625 6.0 <> <> 0.075 ESC.: 1/10 VM-02 5 VIGA DE MADERA 0.075 3" x 3" 0.05 SM-01 ESC.: 1/10 DE MADERA 2" x 2" 0.05 SOPORTES 1.60 1.00 1.48 2.86 1.00 1.60 SOPORTES LEYENDA DE MADERA SM-01 SM-01 AREA 66.77 m2

Language	Spanish
Drawing Type	Block
Category	City Plans
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, block, city hall, civic center, community center, cover, DWG, light, local, material, repair