Communal House DWG Section for AutoCAD

Communal House DWG Section for AutoCAD

Communal house with concrete block – Details – Plant – Section – Elevation – Views

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

fodes-isdem, arq. edgardo gomez mena, presents :, financing :, date :, project :, location :, content :, location and pictures scheme, construction of the communal house, colony, san luis, canton cujucuyo, municipo de texistepeque, colonia san luis, canton cujucuyo , plants, elevations, sections, section aa, sidewalk, ssm, ssh, stage, type zincalum, die-cut sheet, north facade, barbecue, metal, plug, warehouse, plant electrical installations, plant hydraulic facilities, architectural plant, main hall, rush ap, pit, septic, cyclone mesh, gate and fence, section bb, well, absorption, location scheme, road, metapan, santa ana, specification, symbol, double outlet, electrical board, incandescent light, switch simple, double switch, triple switch and change, electrical conduit, electrical symbology, PVC curve, potable water pipeline, rainwater pipe, and tee, siphon pvc, sewage pipe, symbolism hidrau lica, connection of a.n., connection of a. n. with stopper, tap, drinking water connection, box with ap mediator, control valve, toilet, water connection box, rains with grill, no, holes, window box, area, bodies, no, ledge, high, width, key, door box, double door plywood lining, cedar structure, brick wall seen hissing varnished or painted and elements, wall peeling, refined and painted, painting of finishes, box of floors, waxed type sidewalk, concrete repellados, refined and painted, engramado, foundations plant, sf, tensor, both directions, npt, ceramic floor, ceramic brick, simple, concrete slab, natural terrain, compacted, cyclone mesh fence, cyclone mesh gate, see detail, patio, ridge, channel sheet, west facade, roof structural plant, mojinete, sc, die cut, smooth sheet, rainwater box elevation, rainwater box plant, internally polished and polished, crown slab, rod, ma cyclone, galvanized tube, tube welded, hollow filling, lifting, padlock and, can holder, painted black tube, pin, with grill, connection, ball, connection box a.ll., rainwater drop, ball, bylayer , byblock, global, floor level, level of liquids, arrival, gravel, loose stone, permeable stratum sand, gravel, freatic level, stone carving, mud brick wall, exit, looped, refined, inside, wall brick, trench, concrete slab ref., variable to find permeable terrain, no scale, septic tank plant, septic tank elevation, absorption well, gate for, cleaning, slope, sidewalk level, patio level, sheet, both directions., fencing, repellada, fourth stone, rainwater gutter, sidewalk detail, electricity, and structural details, roof structure, hydraulic, foundations plant,

Raw text data extracted from CAD file:

FODES-ISDEM ARQ. EDGARDO GOMEZ MENA 1 2 PRESENTA: FINANCIAMIENTO: FECHA: PROYECTO: UBICACION: CONTENIDO: AGO/2007 ESQUEMA DE UBICACION Y CUADROS CONSTRUCCION CASA COMUNAL, COLONIA SAN LUIS , CANTON CUJUCUYO MUNICIPO DE TEXISTEPEQUE COLONIA SAN LUIS, CANTON CUJUCUYO PLANTAS , ELEVACIONES, SECCIONES \A1;3.425 \A1;3.50 \A1;3.075 \A1;2.15 \A1;2.85 \A1;7.00 \A1;1.00 \A1;1.85 \A1;7.075 \A1;10.00 \A1;8.00 \A1;4.15 \A1;3.07 \A1;3.20 \A1;2.75 \A1;1.00 \A1;0.075 \A1;0.075 \A1;35.00 \A1;0.075 \A1;1.00 \A1;32.075 \A1;35.00 \A1;5.00 \A1;5.00 \A1;1.00 \A1;7.85 \A1;0.85 \A1;0.15 \A1;0.15 \A1;2.85 \A1;1.20 \A1;5.30 \A1;1.20 \A1;0.30 \A1;0.90 \A1;0.50 \A1;2.40 \A1;1.00 \A1;0.80 \A1;2.25 \A1;0.15 \A1;0.80 \A1;0.50 \A1;3.05 \A1;2.40 \A1;0.15 \A1;1.35 \A1;1.30 \A1;1.50 \A1;1.20 \A1;0.15 \A1;2.10 \A1;0.40 \A1;1.50 \A1;4.00 \A1;0.80 \A1;3.20 \A1;4.00 \A1;0.10 \A1;2.10 \A1;1.60 \A1;2.60 \A1;1.625 \A1;1.225 \A1;1.00 \A1;0.625 \A1;1.225 \A1;1.10 \A1;1.10 \A1;1.14 \A1;1.145 \A1;3.00 \A1;0.075 \A1;1.14 \A1;1.225 \A1;5.00 \A1;5.00 \A1;1.20 \A1;0.20 \A1;1.80 \A1;2.40 \A1;0.15 \A1;0.15 \A1;2.00 \A1;1.05 \A1;2.75 \A1;0.80 \A1;0.20 \A1;10.00 \A1;2.00 \A1;0.40 \A1;2.10 \A1;1.60 \A1;0.15 \A1;0.80 \A1;0.80 \A1;0.20 \A1;1.20 \A1;1.30 \A1;2.75 \A1;0.50 \A1;0.15 \A1;0.30 \A1;35.00 \A1;7.00 \A1;7.00 \A1;28.00 \A1;10.00 \A1;2.00 \A1;5.00 \A1;0.15 \A1;1.20 \A1;0.15 \A1;2.00 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.15 \A1;2.59 \A1;0.15 \A1;0.15 \A1;2.585 \A1;0.075 \A1;0.40 \A1;0.20 \A1;2.15 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.80 \A1;1.00 \A1;3.425 \A1;3.50 \A1;3.075 \A1;10.00 \A1;0.075 \A1;0.075 \A1;35.00 \A1;35.00 \A1;1.425 \A1;1.225 \A1;22.85 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.15 \A1;2.50 \A1;2.50 \A1;1.425 \A1;1.425 \A1;2.64 \A1;2.49 \A1;2.64 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;2.50 \A1;1.405 \A1;1.405 \A1;2.15 \A1;1.405 \A1;1.41 \A1;1.85 \A1;1.50 \A1;1.50 \A1;1.15 \A1;1.45 \A1;0.40 \A1;1.95 \A1;1.05 \A1;1.05 \A1;1.95 \A1;0.425 \A1;1.225 \A1;1.625 \A1;0.48 \A1;0.06 \A1;0.15 \A1;0.80 \A1;1.10 \A1;2" \A1;4" \A1;0.20 \A1;2.85 \A1;7.85 \A1;1.10 \A1;1.14 \A1;1.145 \A1;1.14 \A1;1.225 \A1;0.075 \A1;0.075 \A1;1.425 \A1;0.425 \A1;3.425 \A1;3.425 \A1;1.00 \A1;0.625 \A1;1.225 \A1;7.075 \A1;2.15 \A1;2.925 \A1;0.075 \A1;1.715 \A1;1.425 \A1;0.32 \A1;0.56 \A1;1.425 \A1;1.00 \A1;0.40 \A1;1.00 \A1;0.80 \A1;1.60 \A1;0.30 \A1;2.40 \A1;2.40 \A1;4.00 \A1;0.15 \A1;1.45 \A1;1.20 \A1;1.30 \A1;1.50 \A1;2.10 \A1;1.50 \A1;0.20 \A1;0.29 \A1;4.00 \A1;0.65 \A1;0.35 \A1;0.20 \A1;0.30 \A1;0.35 \A1;0.30 \A1;0.61 \A1;0.40 \A1;0.50 \A1;0.20 \A1;0.30 \A1;0.30 \A1;1.00 \A1;1.075 \A1;0.575 \A1;1.575 \A1;0.30 \A1;0.25 \A1;3.84 \A1;0.75 \A1;3.68 \A1;4.84 \A1;0.20 \A1;1.20 \A1;1.20 \A1;0.93 \A1;0.20 \A1;1.20 \A1;1.20 \A1;1.10 \A1;0.99 \A1;0.15 \A1;0.15 \A1;0.17 \A1;1.10 \A1;1.20 \A1;1.20 \A1;0.17 \A1;1.15 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;2.85 \A1;0.65 \A1;1.00 \A1;0.25 \A1;1.00 \A1;0.29 \A1;0.35 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.20 \A1;0.70 \A1;0.15 \A1;0.90 \A1;0.90 \A1;0.75 \A1;0.70 \A1;0.90 \A1;0.10 \A1;0.70 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.50 \A1;0.15 \A1;2.00 \A1;2.00 \A1;0.20 \A1;0.20 \A1;0.40 \A1;2.00 \A1;2.40 \A1;0.20 \A1;0.40 \A1;0.40 \A1;2.00 \A1;0.55 \A1;0.30 \A1;0.07 \A1;0.10 \A1;2.40 \A1;2.20 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.40 \A1;2.00 \A1;2.20 \A1;0.65 \A1;0.50 \A1;0.65 \A1;0.15 \A1;0.10 \A1;2.00 \A1;0.10 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.60 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.30 \A1;1.70 \A1;0.08 \A1;2.40 \A1;0.08 \A1;VARIABLE DE 1.00 A 2.00 MTS. \A1;VARIABLE HASTA ENCONTRAR TERRENO PERMEABLE \A1;0.30 \A1;0.30 \A1;2.70 \A1;1.40 \A1;0.60 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.40 \A1;0.55 \A1;0.08 \A1;0.15 \A1;1.125 \A1;0.15 \A1;1.125 \A1;0.15 \A1;0.15 \A1;1.10 \A1;0.15 \A1;0.60 \A1;0.60 \A1;0.55 \A1;1.40 \A1;2.70 \A1;4.15 \A1;0.15 \A1;0.15 \A1;0.06 \A1;0.20 \A1;0.15 \A1;0.075 \A1;1.20 \A1;0.075 \A1;1.715 \A1;1.72 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.10 \A1;0.32 \A1;0.10 \A1;0.56 \A1;0.10 \A1;0.48 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.075 \A1;32.00 \A1;2.10 \A1;0.20 \A1;0.40 \A1;2.00 \A1;0.05 \A1;0.30 \A1;0.20 \A1;0.15 \A1;0.05 \A1;0.50 \A1;1.00 \A1;0.40 \A1;0.40 \A1;2.50 \A1;2.50 \A1;1.20 \A1;2.50 \A1;2.50 \A1;27.85 \A1;2" \A1;4" \A1;0.18 \A1;0.10 \A1;0.02 3.425 3.50 3.075 5 5 5 5 5 7.075 5 5 5 5 5 5 SECCION A-A 5 0.075 0.075 5 0.075 5 32.075 5 5 5 5 5 5 5 5 N=0+0.00 N=0-0.15 N=0-0.30 N=0+0.00 N=0-0.30 N=0-0.30 N=0-0.15 5 5 5 5 5 5 ACERA S.S.M S.S.H ESCENARIO N=0+0.80 N=0-0.45 N=0-0.65 ACERA 5 N=0+0.00 N=0-0.15 N=0-0.30 N=0-0.45 N=0-0.65 5 5 P=15% 5 L= 3.84 MTS. TIPO ZINCALUM LAMINA TROQUELADA 5 5 5 FACHADA NORTE 5 N=0+0.00 N=0-0.15 N=0-0.30 N=0-0.45 N=0-0.65 5 5 5 5 5 N=0+0.00 P=15% 5 5 L= 3.84 MTS. TIPO ZINCALUM LAMINA TROQUELADA BARBACOA ESC 1:75 A A ESC 1:75 5 N=0+0.80 5 5 5 5 5 5 5 N=0+0.80 N=0-0.15 N=0-0.05 METALICO TAPON 5 5 5 5 1.625 1.225 BODEGA 5 0.625 1.225 5 5 5 1.145 5 0.075 5 1.225 B 5 5 B 5 N=0+0.00 5 5 5 5 N=0-0.15 N=0-0.65 N=0-0.65 5 5 5 5 5 5 5 PLANTA INSTALACIONES ELECTRICAS ESC 1:75 N=0+0.80 N=0-0.45 N=0-0.65 N=0+0.00 N=0-0.15 N=0-0.30 N=0-0.30 N=0-0.30 PLANTA DE INSTALACIONES HIDRAULICAS ESC 1:75 N=0+0.80 N=0-0.45 N=0-0.65 N=0-0.65 PLANTA ARQUITECTONICA ESC 1:75 SALON PRINCIPAL N=0+0.00 N=0+0.00 Ø 1/2" PVC ACOMETIDA A.P. M Ø 1/2" PVC Ø 1/2" PVC Ø 1/2" PVC Ø 4" PVC P=1% Ø 4" PVC P=1% Ø 2" PVC Ø 2" PVC Ø 1/2" PVC FOSA SEPTICA S 2 S S S S 3C S 5 5 DE MALLA CICLON PORTON Y CERCO DE MALLA CICLON PORTON Y CERCO 5 5 SECCION B-B ESC 1:75 5 5 5 5 5 5 5 N=0+0.00 N=0+0.80 N=0-0.30 N=0-0.15 5 5 5 Ø 6" PVC P=1% Ø 6" PVC P=1% POZO DE ABSORCION 5 5 5 5 5 ESQUEMA DE UBICACION ESC 1:500 CARRETERA A METAPAN A SANTA ANA P=15% P=15% S 3C ESPECIFICACION SIMBOLO 2 TOMACORRIENTE DOBLE TABLERO ELECTRICO S S 2 S 3 LUMINARIA INCANDESCENTE INTERRUPTOR SENCILLO INTERRUPTOR DOBLE INTERRUPTOR TRIPLE Y DE CAMBIO C CANALIZACION ELECTRICA LUMINARIA FLUORESCENTE 2x40 W POLIDUCTO DE Ø 3/4" SIMBOLOGIA ELECTRICA ESPECIFICACION SIMBOLO CURVA PVC TUBERIA AGUA POTABLE TUBERIA DE AGUAS LLUVIAS Y TEE SIFON PVC TUBERIA AGUAS NEGRAS SIMBOLOGIA HIDRAULICA CONEXION DE A.N. CONEXION DE A. N. CON TAPON GRIFO CONEXION DE AGUA POTABLE CAJA CON MEDIODOR DE A.P. VALVULA DE CONTROL INODORO CAJA DE CONEXION DE AGUAS LLUVIAS CON PARRILLA M 1.60 1 1.20 0.50 2.55 1.56 2 1.20 1.30 1.20 6.11 3 5 1.20 1.30 4.70 3.36 1 1.20 1.30 2.585 1 No DE HUECOS 3.37 3 VENTANA DE MARCO DE ANGULO DE 1 1/2"x 1.20 1.30 2.59 CUADRO DE VENTANAS ESPECIFICACION AREA CUERPOS No DE REPISA ALTO ANCHO CLAVE V-1 3 2 3 1.04 1 1.60 0.80 1.30 2 1.44 2 1.60 0.80 1.80 2 METALICO DE 0.40 x 2.00 MTS. P-1 HUECOS No DE CLAVE ANCHO ALTO ESPECIFICACION CUADRO DE PUERTAS 2.00 2.10 2.00 1.00 2.10 1.00 0.90 2.10 2.00 0.80 1.80 5.00 PUERTA DOBLE FORRO DE PLYWOOD, ESTRUCTURA DE CEDRO 4 2 1 PARED LADRILLO VISTO SISADO BARNIZADO O PINTADO Y ELEMENTOS DE PARED REPELLADA, AFINADA Y PINTADA ESPECIFICACION CLAVE CUADRO DE ACABADOS 3 CUADRO DE PISOS CLAVE ESPECIFICACION 1 2 LADRILLO CERAMICO DE 0.30x0.30 MTS. ENCEMENTADO TIPO ACERA V-2 V-3 V-4 V-5 V-6 V-7 P-2 P-3 P-4 CONCRETO REPELLADOS, AFINADOS Y PINTADOS 3 ENCHAPE DE AZULEJO DE 0.15x0.15 MTS. DECORATIVO h=1.20 PORTON METALICO DE 2 HOJAS DECORATIVO, CON TAPON 5 V-2 V-1 5 5 5 5 5 5 5 5 5 5 5 5 2.585 0.075 V-3 V-4 V-4 V-3 V-5 V-6 V-7 V-7 1 1/2" x 3/16" , REFUERZO VERTICAL DE ANGULO DE 1"X1"x3/16" CADA 1.00 MT. Y Ø 1/4" @ 0.10 MTS. EN DIAGONAL A 45° EN CON 2 MANOS DE ANTICORROSIVO 5 P-1 P-1 P-2 P-3 P-3 P-4 P-4 P-4 P-4 P-4 PUERTA METALICA ANGULO DE 1 1/2"x1 1/2"x3/16" 1 1 ENGRAMADO 5 LADRILLO DE 0.30x0.30 MTS. TIPO TERRAZO 2 3 3 3 3 3 SOBRE LOSA DE 0.06 MTS. Ø 1/4" @ 0.15 MTS. A.S. LADRILLO CERAMICO DE 0.30x0.30 MTS. ANTIDESLIZANTE SOBRE LOSA DE 0.06 MTS. Ø 1/4" @ 0.15 MTS. A.S. 4 4 5 5 5 1 2 1 2 1 2 2 2 1 1 1 1 1 1 1 2 2 2 2 2 1 1 1 1 1 1 1 1 3 3 3 3 3 3 3.425 3.50 3.075 5 5 0.075 0.075 5 5 5 N=0+0.00 N=0-0.30 N=0-0.15 1.425 PLANTA DE FUNDACIONES ESC 1:75 SALON PRINCIPAL ACERA S.S.M S.S.H ESCENARIO N=0+0.80 ACERA 1.225 BODEGA 5 5 1.145 5 1.225 5 S-F TENSOR SF-1 S-F S-F S-F S-F S-F SF-1 S-F S-F S-F S-F Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 C-1 N C-1 C-1 C-1 C-1 C-1 C-1 Z-1 Z-1 5 \A1; \A1; \A1; \A1; 2" 4" POLIN "C" DE 4" POLIN "P-1" ESC 1:20 4 Ø 3/8" EST Ø 1/4" @ 0.15 MTS. SOLERA DE FUNDACION " S-F" ESC 1:20 5 5 CONCRETO 1:2:2 ESC 1:20 COLUMNA "C-1" EST Ø 1/4" @ 0.15 MTS. 6 Ø 1/2" 0.80 ESC 1:20 ZAPATA Z-2 AMBOS SENTIDOS EST Ø 1/4" Ø 3/8" @ 0.10 MTS. 6 Ø 1/2" @ 0.15 MTS. 5 5 NPT 5 5 TENSOR ESC 1:20 5 5 CONCRETO 1:2:2 4 Ø 3/8" EST Ø 1/4" 5 5 NERVIO "N" ESC 1:20 4 Ø 3/8" EST Ø 1/4" SOLERA "S-C" SOLERA INTERMEDIA "SI" SF-1 S-F SF-1 S-F N 5 5 1.425 5 1.425 5 5 2.64 N N N N N N N N N 5 5 5 5 5 5 5 5 Z-1 C-1 C-1 C-1 C-1 C-1 Z-1 Z-1 Z-1 1.405 1.405 5 1.405 1.41 5 N N N N N N N N N N N N N N N N N N 5 5 5 5 5 5 5 5 5 0.425 N N 1.225 1.625 5 A-1 A-2 A-3 A ESC 1:20 PISO CERAMICO 0.30x0.30 LADRILLO CERAMICO SIMPLE LOSA DE CONCRETO 1:2:2 TERRENO NATURAL COMPACTADO 0.06 5 5 5 NPT 5 NPT 5 ACERA CERCO DE MALLA CICLON TUBO NEGRO Ø 2" A @ 2.00 MTS. PORTON DE MALLA CICLON VER DETALLE VER DETALLE PATIO 0.075 0.075 N 1.425 0.425 3.425 3.425 5 0.625 1.225 7.075 5 2.925 0.075 1.715 1.425 5 5 1.425 5 5 TIPO ZINCALUM LAMINA TROQUELADA L = 4.84 MTS. TIPO ZINCALUM LAMINA TROQUELADA L = 3.84 MTS. TIPO ZINCALUM LAMINA TROQUELADA L = 3.68 MTS. CUMBRERA GALVANIZADA N°26 CANAL LAMINA VER DETALLE FACHADA PONIENTE ESC 1:75 5 5 5 N=0-0.30 N=0-0.15 5 TIPO ZINCALUM LAMINA TROQUELADA L = 4.84 MTS. TIPO ZINCALUM LAMINA TROQUELADA L = 3.84 MTS. 5 TIPO ZINCALUM LAMINA TROQUELADA L = 3.68 MTS. CUMBRERA GALVANIZADA N°26 CANAL LAMINA VER DETALLE 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-1 MACOMBER M-1 V-3 V-1 P=15% P=15% P=15% P=15% 5 GALVANIZADA N°26 CANAL LAMINA VER DETALLE 5 5 5 GALVANIZADA N°26 CANAL LAMINA VER DETALLE TIPO ZINCALUM LAMINA TROQUELADA GALVANIZADA N°26 CANAL LAMINA VER DETALLE 0.30x0.30 MTS. COLUMNA C-1 VER DETALLE 5 1.075 0.575 1.575 PLANTA ESTRUCTURAL DEL TECHO ESC 1:75 S-F S-F S-F S-F S-F S-F S-F S-F S-F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 5 5 5 5 5 5 5 5 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 E-1 E-1 E-1 E-1 E-1 E-1 MOJINETE MOJINETE MOJINETE MOJINETE S-C S-C S-C S-C S-C S-C VARILLA POLIN Ø 1/2" SOLDADA A PIN Ø 1/2" A CADA 1.00 MTS. VARILLA POLIN Ø 1/2" SOLDADA A PIN Ø 1/2" A CADA 1.00 MTS. S-C V-1 S-C V-1 S-C V-1 S-C V-1 P-2 P=15% P=15% TIPO ZINCALUM LAMINA TROQUELADA L = 3.68 MTS. TIPO ZINCALUM LAMINA TROQUELADA L = 4.84 MTS. TIPO ZINCALUM TROQUELADA L = 3.84 MTS. P=15% 5 TIPO ZINCALUM LAMINA TROQUELADA GALV. N°26 Ø 1/2" @ 1.00 MTS. 5 5 5 P=15% P=15% 5 5 5 CANAL N°1 ESC 1:20 5 5 5 V-1 M-1 LAMINA LISA GALV. N°26 LAMINA LISA Ø 1/2" @ 1.00 MTS. M-1 V-1 CANAL N°2 ESC 1:20 CANAL N°2 VER DETALLE CANAL N°1 VER DETALLE ELEVACION CAJA AGUAS LLUVIAS ESC 1:20 PLANTA CAJA AGUAS LLUVIAS ESC 1:20 5 5 PARRILLA DE 0.70x0.70 MTS. ANGULO DE 1 1/2"x1 1/2"x3/16" 5 5 5 5 PARED LADRILLO DE BARRO/LAZO REPELLADO Y PULIDO INTERNAMENTE HIERRO DE 3/8" A @ 0.05 MTS. PARED LADRILLO DE BARRO/LAZO REPELLADO Y PULIDO INTERNAMENTE 5 5 5 5 5 5 5 PARRILLA DE 0.70x0.70 MTS. ANGULO DE 1 1/2"x1 1/2"x3/16" HIERRO DE 3/8" A @ 0.05 MTS. SOLERA DE CORONA 2 Ø 3/8", EST Ø 1/4" @ 0.15 MTS. BASE DE CONCRETO SIMPLE 1:2:2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 1/2" , PINTADA VARILLA Ø 1/2" , PINTADA VARILLA 9x72" MALLA CICLON Ø 1/2" , PINTADA VARILLA Ø 1/2" , PINTADA VARILLA 9x72" MALLA CICLON Ø 2" @ 2.00 MTS. TUBO GALVANIZADO Ø 2" @ 2.00 MTS. TUBO GALVANIZADO SOLDADA A TUBO VARILLA Ø 1/4" VER DETALLE SOLERA DE FUNDACIO "S-F" Ø 3/8" @ 0.60 MTS. BOLOQUE 0.15x0.20x0.40 MTS. CONCRETO 1:2:2 HUECO RELLENO DE 5 5 HUECO RELLENO DE CONCRETO 1:2:2 ESC 1:20 ELEVACION CERCO DE MALLA CICLON ESC 1:20 SECCION 1-1 CERCO DE MALLA CICLON 5 5 5 5 5 5 5 ESC 1:20 ELEVACION PORTON DE MALLA CICLON 5 5 5 5 5 5 5 5 CANDADO Y PORTACANDADO TUBO GALVANIZADO Ø 4" MALLA CICLON 11x72" TUBO NEGRO PINTADO Ø 1" PASADOR Ø 5/8" CON PARRILLA CON PARRILLA ELEVACION CAJA AGUAS LLUVIAS ESC 1:20 PLANTA CAJA AGUAS LLUVIAS ESC 1:20 0.60 0.60 LOSA DE CONCRETO Ø 1/4" @ 0.10 MTS. 5 0.30 PARED LADRILLO DE BARRO/LAZO REPELLADO Y PULIDO INTERNAMENTE CONCRETO 1:2:2 PARED LADRILLO DE BARRO/LAZO REPELLADO Y PULIDO INTERNAMENTE 5 5 0.60 5 0.30 0.50 BASE DE CONCRETO SIMPLE 1:2:2 DE CONEXION DE CONEXION LOSA DE CONCRETO Ø 1/4" @ 0.10 MTS. CONCRETO 1:2:2 BALL BALL BALL BALL BALL BALL BALL BALL BALL BALL BALL BALL Ø 6" PVC P=1% Ø 6" PVC P= 1% Ø 6" PVC P= 1% Ø 6" PVC P= 1% Ø 6" PVC P= 1% \A1;'_zoom Ø 6" PVC Ø 6" PVC Ø 6" PVC Ø 6" PVC Ø 6" PVC Ø 6" PVC CAJA CONEXION A.LL. BAJADA AGUAS LLUVIAS B.A.LL Ø 6" PVC P=1% Ø 1/2" PVC BYLAYER -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 BYBLOCK -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 GLOBAL -1.0000,-1.0000,-1.0000 1.0,1.0,1.0 ("nullsurf" "") (11 "Ka" "0.7")(11 "Kd" "1")(11 "Ks" "0.2")(11 "roughness" "0.5") -1.0 ("nulldisp" "") 0.0 0 ("" "") 0.0 0.0 1.0 0.0 0.0 1.0 1.0 1.0 NIVEL PISO NIVEL PISO VER DETALLE SOLERA DE FUNDACION "S-F" Ø 3/8" @ 0.60 MTS. BOLOQUE 0.15x0.20x0.40 MTS. HUECO RELLENO DE CONCRETO 1:2:2 A CADA 0.10 MTS. A. S. NIVEL DE LIQUIDOS LLEGADA CURVA DE 4" GRAVA PIEDRA SUELTA ESTRATO PERMEABLE ARENA, CASCAJO NIVEL FREATICO Nota: efectuar limpieza de solidos a cama septica CADA 2 años dejando un residuo del 10% . LOSETAS DE CONCRETO REF. Ø \S3/8;" 0.60 A CADA 0.10 MTS. A. S. TAPADERA DE CONCRETO REF. Ø \S3/8;" 0.30 1.70 0.08 0.15 2.40 0.15 0.90 TUBO PVC Ø 4" EMPLANTILLADO DE PIEDRA 0.40 0.55 0.08 PARED LADRILLO DE BARRO LLEGADA SALIDA TUBO PVC Ø 4" COLOCADO DE LAZO, AFINADA POR DENTRO MINIMO 1% PARED DE LADRILLO TRINCHERA LOSA DE CONCRETO REF. 16 V. 3/8" 4 ANILLOS 3/8" A CADA 0.15 MTS. TUBO PVC Ø 4" 0.08 VARIABLE DE 1.00 A 2.00 MTS. VARIABLE HASTA ENCONTRAR TERRENO PERMEABLE 0.30 0.30 0.15 1.125 0.15 1.125 0.15 2.70 0.15 1.10 0.15 1.40 A CADA 0.10 MTS. A. S. TAPADERA DE CONCRETO REF. Ø \S3/8;" 0.60 0.60 0.55 CURVA PVC Ø 4" CURVA PVC Ø 4" SC-1 SC-1 SI-1 SI-1 SF-1 SF-1 N SF SF V-2 SF SF SF PARED LADRILLO DE BARRO COLOCADO DE LAZO, AFINADA POR DENTRO LLEGADA TUBERIA Ø 4" SALIDA TUBERIA Ø 4" SIN ESCALA PLANTA FOSA SEPTICA SIN ESCALA ELEVACION FOSA SEPTICA SIN ESCALA POZO DE ABSORCION V-2 5 5 COMPUERTA PARA LIMPIEZA 5 V-1 P-1 5 5 0.06 N N N N N 0.20 0.15 TENSOR TENSOR 0.075 5 0.075 1.715 1.72 N N N N CONCRETO 1:2:2 5 5 ESC 1:20 2 Ø 3/8" EST Ø 1/4" @ 0.15 MTS. SOLERA "SC-1" SOLERA INTERMEDIA "SI-1" SOLERA FUNDACION "SF-1" 5 4 Ø 1/2" EST Ø 1/4" @ 0.15 MTS. VIGA V-1 ESC 1:20 5 CONCRETO 1:2:2 5 5 2 Ø 3/8" EST Ø 1/4" @ 0.15 MTS. ALACRAN "A" CONCRETO 1:2:2 5 5 3 Ø 3/8" EST Ø 1/4" @ 0.15 MTS. ALACRAN "A-1" CONCRETO 1:2:2 5 5 6 Ø 3/8" EST Ø 1/4" @ 0.15 MTS. ALACRAN "A-2" CONCRETO 1:2:2 5 5 5 Ø 3/8" EST Ø 1/4" @ 0.15 MTS. ALACRAN "A-3" ESC 1:20 ESC 1:20 ESC 1:20 ESC 1:20 PENDIENTE 5 0.30 5 S-F S-F N N N 0.075 5 CERCO DE MALLA CICLON TUBO NEGRO Ø 2" A @ 2.00 MTS. VER DETALLE BLOQUE 0.15x0.20x0.40 MTS. REF. VERT. Ø 3/8" @ 0.60 MTS. REF. HORIZ. Ø 1/4" @ 0.40 MTS. BLOQUE 0.15x0.20x0.40 MTS. REF. VERT. Ø 3/8" @ 0.60 MTS. REF. HORIZ. Ø 1/4" @ 0.40 MTS. 4 Ø 3/8" EST Ø 1/4" @ 0.15 MTS. CONCRETO 1:2:2 S-F NIVEL ACERA NIVEL PATIO LAMINA @ 0.15 MTS. @ 0.15 MTS. AMBOS SENTIDOS. 5 5 5 5 CERCO DE MALLA CICLON CERCO DE MALLA CICLON VER DETALLE VER DETALLE 5 CANALETA DE MEDIA CAÑA L=25.00 ML P= 1% REPELLADA PIEDRA CUARTA 0.30 5 5 1:4 REPELLO 1:2 e = 0.02 MTS. CANALETA DE AGUAS LLUVIAS ESC 1:20 5 NIVEL ACERA PATIO CANALETA DE MEDIA CAÑA P=1% 5 5 5 5 CERCO DE MALLA CICLON VER DETALLE CERCO DE MALLA CICLON VER DETALLE N 5 5 5 N 5 5 V-3 V-3 V-3 V-4 V-4 P-1 V-5 V-1 V-2 P-1 5 2" 4" POLIN "C" DE 4" POLIN "P-2" ESC 1:20 "Y ESCOPETA E-1" P-2 P-2 P-2 P-2 P-2 P-2 P-2 P-1 P-1 P-1 P-1 PUERTA METALICA ANGULO DE 1 1/2"x1 1/2"x3/16" \A1; DETALLE DE ACERA ESC. 1:12.5 5 5 MEZCLA 1:3 PIEDRA CUARTA TERRENO NATURAL COMPACTADO EMPEDRADO FRAGUADO 1:4 5 FODES-ISDEM ARQ. EDGARDO GOMEZ MENA 2 2 PRESENTA: FINANCIAMIENTO: FECHA: PROYECTO: UBICACION: CONTENIDO: AGO/2007 ELECTRICIDAD, Y DETALLES ESTRUC. ESTRUCTURA TECHO, HIDRAULICA , CONSTRUCCION CASA COMUNAL, COLONIA SAN LUIS , CANTON CUJUCUYO MUNICIPO DE TEXISTEPEQUE COLONIA SAN LUIS, CANTON CUJUCUYO PLANTA DE FUNDACIONES,

Language	Spanish
Drawing Type	Section
Category	City Plans
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, block, city hall, civic center, communal, community center, concrete, details, DWG, elevation, house, plant, section, views