City Hall DWG Section for AutoCAD

City Hall DWG Section for AutoCAD

City Hall – Plants – Sections – Elevations – Details

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

npt, ceramic floor, transversal steel, column frame, long., steel, denomination., section, technical specifications, cement-concrete, first section, stair detail, second section, drain, sanitary ee, threaded registration of floor, tee sanitary, bottom level, lid level, straight tee, pvc pipe, specifications, legend, type, symbol, water, gate valve, electric pump, irrigation key, check valve, reduction, universal union, tee with rise, tee, pipeline cold water pvc, meter, proy. cistern, rise impulsion, of t. e., drain, main, towards collector, comes from, the network, b-b cut, cut a-a, detail of belts, miracle child, children’s dining room, dining room, patio, service, kitchen, ss.hh. hom., ss.hh. muj., warehouse, deposit, cement floor, polished, proy. of cantilever, first floor, second floor, elev. main, office, ss.hh., empty, —–, wide, high, alfeizer, description, cement floor, pipe railing, variable, recess, filling, ceramic cladding, secondary beams, main beams, canalon eternit , foundation, column detail and, combined shoe, telephone outlet, thermo-magnetic switch, tubing wall or ceiling circuit, tubing circuit per floor, tubing circuit for telephone, blade type switch output, junction box, board, single line diagram, pt, electropump outlet, outlet bracket, light outlet, general board, spot light leight outlet, double bipolar outlet, ceiling, legend, height, matrix network, reserve, first floor outlets, second floor outlets, second floor lighting, lighting first floor, dealership, retaining wall, lightened slab, beam banked, ditch, channeling detail, foundations, corridos, sobrecimiento, brick wall, rope, floor, section xx, section yy, esc light, lightened, footings, beams, plate, columns, typical, section aa, bb section, section cc, lightened roof, channel, fourth section, roof plant – gutter, main struts, metal belts, overflow, elevated tank, gap air, roof, fluvial drain, cistern water level, elevated tank level, cut: bb, cut: aa, canalon tranlape, canalon detail, description:, cistern :, material: polyethylene, elevated tank :,, brand: eternit , model perdurit

Raw text data extracted from CAD file:

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ACERO 4ø3/4"+ -206.9129543446251 C-2 DENOMIN. SECCION C-1 -206.9129543446251 -206.9129543446251 SOLADO ; Mezcla : CEMENTO : 1 : 12 ZAPATAS , COLUMNAS , VIGAS , ESCALERA , LOSA ALIGERADA : Fc : 175 Kg/cm2 ESCALERA : 2.0 cm. ALIGERADO : 2.0 cm. ZAPATAS : 7.5 cm. VIGAS : 4.0 cm. PLACA : 5.0 cm. COLUMNAS : 4.0 cm. ZAPATAS : 7.5 cm. RECUBRIMIENTOS = Fy : 4,200 Kg/cm2 SOBRECIMIENTOS : CEMENTO : HORMIGON 1:8 + 25% de P.M. TAMAÑO max:6" ESPECIFICACIONES TECNICAS \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.15 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.35 \A1;4.775 \A1;5.026 \A1;0.5 \A1;0.8 \A1;0.5 \A1;0.5 \A1;0.6 \A1;0.4 \A1;1.94 \A1;1.9379 \A1;3.00 \A1;2.3871 \A1;3.00 \A1;1.85 \A1;2.39 \A1;3.825 \A1;2.475 \A1;4.00 \A1;2.0621 \A1;2.4379 \A1;4.00 \A1;4.00 \A1;4.50 \A1;4.00 \A1;2.0621 \A1;2.4379 \A1;4.50 \A1;0.4 \A1;0.6 \A1;0.75 \A1;0.50 \A1;4.25 \A1;1.2 \A1;1.2 \A1;1.2 \A1;0.20 \A1;0.15 \A1;0.70 \A1;0.15 \A1;0.70 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.50 \A1;0.15 \A1;0.25 \A1;0.20 \A1;0.20 \A1;.20 \A1;1.00 \A1;.50 \A1;.20 \A1;1.00 \A1;.40 \A1;.30 \A1;.10 \A1;1.425 \A1;.15 \A1;1.50 \A1;.15 \A1;.15 \A1;0.20 \A1;.20 \A1;1.00 \A1;2.70 \A1;1.00 \A1;0.30 \A1;0.175 \A1;0.20 \A1;0.20 \A1;0.50 \A1;.25 \A1;0.35 -213.6461450189292 -213.6461450189292 -213.6461450189292 -213.6461450189292 -213.6461450189292 -213.6461450189292 -213.6461450189292 -213.6461450189292 Ø3/8" @ .30 -213.6461450189292 CEMENTO- HORMIGON 1:12+30%PG PRIMER TRAMO -213.6461450189292 -213.6461450189292 -213.6461450189292 Ø3/8"@.30 ESC: 1/20 Ø3/8"@.30 Ø1/2"@.30 Ø3/8"@.30 h=0.15 4d1/2" VIGA: (25X15) d 1/4" @0.5, 2@10, RESTO @ .25 C/E -213.6461450189292 -213.6461450189292 d 1/4" @0.5, 2@10, RESTO @ .25 C/E VIGA: (25X15) 4d1/2" DETALLE DE ESCALERA ESC: 1/50 Ø3/8" @ .30 -213.6461450189292 -213.6461450189292 -213.6461450189292 Ø1/2"@.30 SEGUNDO TRAMO -213.6461450189292 -213.6461450189292 -213.6461450189292 -213.6461450189292 Ø3/8" @ .30 Ø3/8" @ .30 -213.6461450189292 -213.6461450189292 ESC: 1/20 Ø3/8"@.30 -213.6461450189292 h=0.15 -213.6461450189292 -213.6461450189292 Ø3/8" @ .30 \A1;.20 \A1;0.20 \A1;1.00 \A1;.15 \A1;0.65 \A1;0.80 \A1;.20 \A1;0.20 \A1;.20 \A1;0.90 \A1;.15 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.25 \A1;.20 \A1;0.175 \A1;.50 \A1;0.175 \A1;0.10 \A1;0.50 \A1;1.575 \A1;0.20 \A1;.15 \A1;0.20 \A1;4.00 \A1;4.00 \A1;3.00 \A1;1.9379 \A1;2.3871 \A1;3.00 \A1;2.4379 \A1;2.0621 \A1;1.94 \A1;1.85 \A1;2.39 \A1;4.50 \A1;4.25 \A1;4.00 \A1;2.475 \A1;1.2 \A1;3.825 \A1;4.00 \A1;1.2 \A1;1.2 \A1;0.25 \A1;0.85 \A1;0.85 \A1;0.96m \A1;6.20m \A1;24.7 \A1;0.96m \A1;4.00 \A1;4.00 \A1;3.825 \A1;1.2 \A1;1.2 \A1;1.2 \A1;4.25 \A1;2.475 M D E S A G U E YEE SANITARIA CAJA REGISTRO N = REGISTRO ROSCADO DE PISO TRAMPA "P" TEE SANITARIA COTA FONDO COTA TAPA E TEE RECTA CODO DE 90º CODO DE 45º TUBERIA PVC ESPECIFICACIONES LEYENDA TIPO SIMBOLO A G U A VALVULA DE COMPUERTA ELECTROBOMBA LLAVE DE RIEGO VALVULA CHECK REDUCCION UNION UNIVERSAL TEE CON SUBIDA CODO DE 90º BAJA CODO DE 90º SUBE CODO DE 90º TEE TUBERÍA DE AGUA FRÍA PVC MEDIDOR 25x50 +0.00 -0.55 CAPAC. 3 M. PROY. CISTERNA 3 3/4" d 1" PVC SUBE IMPULSION 1/2" E DE T. E. 2" DESAGUE VIENE d 3/4" SUBE d 2" PVC 4" 2" 2" R-4" 2" SUBE d 4" PVC 4" R-4" 4" 4" 25x25 +0.00 -0.40 PRINCIPAL HACIA COLECTOR 25x50 +0.00 -0.85 VIENE DE LA RED PRINCIPAL M 3/4" 3/4" R 2" SUBE d 2" VENTILAC. 2" \A1;0.5 \A1;0.5 \A1;0.5 \A1;0.5 \A1;0.7 \A1;0.7 \A1;0.5 \A1;2.01 \A1;0.25 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.3 \A1;0.3 \A1;0.3 \A1;0.2 \A1;0.4 \A1;0.2 \A1;0.7 \A1;0.4 \A1;0.2 \A1;0.4 \A1;0.4 \A1;0.2 \A1;0.2 \A1;0.15 \A1;0.60 \A1;1.40 \A1;1.40 \A1;0.50 \A1;0.25 \A1;5.45 \A1;1.20 \A1;1.20 \A1;0.50 \A1;0.50 \A1;1.00 \A1;1.00 \A1;1.80 \A1;0.60 \A1;0.60 \A1;1.00 \A1;4.25 \A1;2.40 \A1;0.524 \A1;0.30 \A1;0.50 \A1;0.50 \A1;1.5 \A1;0.50 \A1;1.00 \A1;2.525 \A1;1.70 \A1;0.50 \A1;2.50 \A1;.25 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.20 CORTE B-B d1/2" 4d1/2" d1/2" 1d3/8" CORTE a-a -174.4679302066253 -174.4679302066253 DETALLE DE TIJERAL 25 X 50 a a -174.4679302066253 -174.4679302066253 -174.4679302066253 2d3/8" B B DETALLE DE CORREAS -174.4679302066253 -174.4679302066253 -174.4679302066253 -174.4679302066253 -174.4679302066253 d3/8" d1/2" d1/2" \A1;.25 \A1;0.50 \A1;.30 \A1;.30 \A1;0.30 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.10 \A1;5.70 \A1;0.8 \A1;1.00 \A1;.21 \A1;0.9 \A1;45° \A1;2.11 \A1;2.53 \A1;2.26 \A1;0.6 \A1;0.9 \A1;0.32 \A1;1.00 \A1;45° \A1;2.90 \A1;.35 \A1;0.9 \A1;.15 \A1;0.5 \A1;0.5 \A1;0 \A1;0.5 \A1;0.5 \A1;0.5 \A1;0.5 \A1;0.5 \A1;0.85 NIÑO DEL MILAGRO COMEDOR INFANTIL V-4 COMEDOR .15 5 .15 5 .15 .15 5 5 8.00 .15 5 3.00 3.00 .15 2.24 1.59 .35 .35 5 .35 5 .35 5 .35 5 .35 1.00 .25 .25 .25 .25 .25 .25 .25 21.00 2.39 1.94 4.00 4.00 5 21.00 5 5 4.00 5 4.00 5 .35 5 5 5 2.24 .15 .35 .35 1.59 .35 .15 5 4.50 2.06 2.44 .15 5 .15 5 5 8.00 5 5 1 2 3 5 6 7 9 1 3 2 5 6 7 8 4 G E C A G A D F 5 5 B PATIO DE SERVICIO COCINA SS.HH. HOM. SS.HH. MUJ. ALMACEN DEPOSITO P2 P2 P3 P2 P2 P1 P1 P2 V-8 V-6 V-7 V-8 V-9 V-4 V-2 V-3 V-1 V-1 P4 V-5 NPT.+0.15 PISO DE CEMENTO PULIDO NPT.+0.15 PISO CERAMICO DE .30 x.30 DE .30 x.30 PISO CERAMICO PISO CERAMICO DE .30 x.30 NPT.+0.15 PISO DE CEMENTO BRUÑADO 1.0 x 1.0 PULIDO PISO DE CEMENTO 2 1 3 4 5 6 7 8 9 P4 PROY. DE VOLADIZO PROY. DE VOLADIZO PRIMERA PLANTA SEGUNDA PLANTA ELEV. PRINCIPAL OFICINA SS.HH. VACIO 2 0.975 2.10 ----- ----- 2.10 1.00 ANCHO ALTO ALFEIZER DESCRIPCION V-1 P-1 TIPO 2 1 1 2 3.00 8.00 5 5 .15 .15 E G 3.00 .15 5 .15 A C 5 4.00 21.00 5 4.50 4.00 1.94 2.39 5 2.24 .15 .35 5 .35 .35 1 3 2 5 6 1 5 5 .35 7 9 3 1 2 4.00 5 7 8 5 21.00 5 .15 5 5 5 5 4.00 3 4 5 6 5 5 .15 .35 5 .35 .35 5 5 5 5 2 F G B D A 8.00 5 .15 .15 5 5 5 5 5 5 5 .25 5 5.75 0.975 PISO DE CEMENTO BRUÑADO DE 1.0x1.0 NPT.+0.00 PISO DE CEMENTO NPT.+3.30 17 16 15 14 13 12 4 5 6 7 8 9 10 BARANDAL DE TUBO DE Fe. d 2" V-11 V-13 P2 VACIO P-2 0.90 2.10 ----- P-3 1.00 2.10 ----- P-4 0.60 1.75 0.30 V-2 0.60 0.60 1.00 V-3 0.60 0.60 1.875 V-4 1.86 0.85 2.10 V-5 1.00 0.90 0.90 V-6 1.05 1.75 1.20 V-7 1.85 1.75 1.20 V-8 1.50 0.60 2.35 V-9 1.35 0.60 2.25 V-10 V-10 1.875 0.50 2.45 5.30 V-13 0.60 0.60 V-12 V-11 0.70 1.50 2.00 0.60 VARIABLE 0.60 V-13 V-13 V-13 V-13 5 5 COMEDOR NPT.+0.00 CORTE:1-1 CORTE:2-2 NPT.+0.15 RECESO COCINA PATIO OFICINA NPT.+3.30 NPT.+6.10 NPT.+0.15 NPT.+3.30 NPT.+6.45 NPT.+5.32 NTT.+4.22 NPT.+5.10 5 5 5 5 5 5 5 5 5 5 5 3.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 RELLENO RELLENO 5 0.20 5 2.00 5 0.20 5 1.47 5 5 5 5 NTT.-1.35 5 5 5 5 5 5 5 5 NTT.-1.35 RELLENO COMEDOR NPT.+3.30 NPT.+0.15 NPT.+6.10 DE PARED DE .30x.30 REVESTIMIENTO CERAMICO BRUÑA DE 1cm. METALICAS DE .20x.10 VIGAS SECUNDARIAS METALICAS DE .25x.50 VIGAS PRINCIPALES DE 0.96 x 6.20 m CANALON ETERNIT BARANDAL DE TUBO BRUÑA DE 1" @ 0.725 cm. BARANDAL DE Fed2" DE Fe d2" DE Fe d2" BARANDAL DE TUBO -40.73122414796639 -40.73122414796639 -40.73122414796639 -40.73122414796639 -40.73122414796639 -40.73122414796639 -40.73122414796639 1 2 3 4 5 6 7 8 -40.73122414796639 -40.73122414796639 -40.73122414796639 -40.73122414796639 -40.73122414796639 -40.73122414796639 E G -40.73122414796639 A C -40.73122414796639 1 3 2 5 6 -40.73122414796639 -40.73122414796639 -40.73122414796639 -40.73122414796639 0.650256884821772 F G B D A 7 9 1 1 C-1 C-1 C-1 C-1 C-1 C-4 C-4 C-4 C-4 C-4 C-4 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-3 C-3 C-3 C-3 C-3 C-3 C-2 C-2 C-5 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 3 3 2 2 2 2 2 2 2 2 2 2 2 2 2 2 CIMENTACION DETALLE DE COLUMNA Y ESC: 1/20 ZAPATA COMBINADA 40.77909280254353 40.77909280254353 40.77909280254353 PRIMERA PLANTA 40.77909280254353 40.77909280254353 SEGUNDA PLANTA 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 G E C A 40.77909280254353 2 1 40.77909280254353 4 3 40.77909280254353 VACIO 40.77909280254353 40.77909280254353 40.77909280254353 G E 40.77909280254353 40.77909280254353 40.77909280254353 2 2 1 1 4 3 3 SS.HH. HOM. SS.HH. MUJ. COCINA 40.77909280254353 C A 40.77909280254353 40.77909280254353 ALMACEN PATIO DE SERVICIO 2 1 3 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 5 6 VACIO 40.77909280254353 SS.HH. 7 8 OFICINA 13 18 17 16 15 14 4 5 6 7 BARANDAL DE TUBO DE Fe. d 2" 12 8 9 10 F G B D A 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 40.77909280254353 COMEDOR 40.77909280254353 40.77909280254353 5 5 6 6 40.77909280254353 7 7 8 9 40.77909280254353 40.77909280254353 5 6 40.77909280254353 DEPOSITO 7 3 4 5 6 2 1 PROY. DE VOLADIZO PROY. DE VOLADIZO 8 9 7 9 G F A D B 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 G A C E SEGUNDA PLANTA 40.8788943228047 40.8788943228047 40.8788943228047 1 2 40.8788943228047 3 4 VACIO 40.8788943228047 5 6 VACIO 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 E G A C COMEDOR 40.8788943228047 PRIMERA PLANTA 40.8788943228047 40.8788943228047 40.8788943228047 1 1 2 2 3 3 4 SS.HH. MUJ. SS.HH. HOM. COCINA 40.8788943228047 5 5 6 6 40.8788943228047 40.8788943228047 40.8788943228047 SERVICIO DE PATIO ALMACEN 1 2 3 40.8788943228047 5 6 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 8 7 SS.HH. 40.8788943228047 10 9 8 12 DE Fe. d 2" BARANDAL DE TUBO 7 6 5 4 14 15 16 17 18 13 OFICINA G F A D B 40.8788943228047 40.8788943228047 40.8788943228047 40.8788943228047 8 7 7 9 F G 40.8788943228047 40.8788943228047 40.8788943228047 DEPOSITO 9 8 PROY. DE VOLADIZO 1 2 6 5 4 3 7 PROY. DE VOLADIZO 7 9 B D A CODO DE 90º BAJA TUBERIA PVC YEE SANITARIA TEE SANITARIA CODO DE 90º CAJA REGISTRO N = REGISTRO ROSCADO DE PISO CODO DE 45º D E S A G U E TRAMPA "P" TEE RECTA COTA FONDO COTA TAPA E A G U A LLAVE DE RIEGO ELECTROBOMBA REDUCCION VALVULA DE COMPUERTA VALVULA CHECK UNION UNIVERSAL TEE CON SUBIDA TEE ESPECIFICACIONES LEYENDA SIMBOLO TIPO M TUBERÍA DE AGUA FRÍA PVC MEDIDOR CODO DE 90º SUBE CODO DE 90º TWG-AWG 2 x 2.5 mm2. d 5/8" PVC SEL TWG-AWG 2 x 2.5 mm2. d 5/8" PVC SEL TWG-AWG 2 x 2.5 mm2. d 5/8" PVC SEL TWG-AWG 2 x 2.5 mm2. d 5/8" PVC SEL TWG-AWG 2 x 2.5 mm2. d 5/8" PVC SEL TWG-AWG 2 x 2.5 mm2. d 5/8" PVC SEL TWG-AWG 2 x 2.5 mm2. d 5/8" PVC SEL 2x25 A SALIDA PARA TELEFONO INTERRUPTOR TERMOMAGNETICO ENTUBADO CIRCUITO PARED O TECHO ENTUBADO CIRCUITO POR PISO ENTUBADO CIRCUITO PARA TELEFONO SALIDA INTERRUPTOR TIPO CUCHILLA CAJA DE PASO TABLERO 1.50 0.30 VARIABLE DIAGRAMA UNIFILAR P.T. C-8 NPT (m) SALIDA ELECTROBOMBA SALIDA BRAQUETE SALIDA CENTRO DE LUZ TABLERO GENERAL SALIDA INTERRUPTOR SIMPLE/COBLE/TRIPLE SALIDA CENTRO DE LUZ SPOT LEIGHT SALIDA INTERRUPTOR 3 VIAS SIMPLE SALIDA TOMACORRIENTE BIPOLAR DOBLE 2S S3 S 3S KW E MEDIDOR TECHO TECHO 1.20 1.20 0.30, 1.10 1.20 1.80 0.40 2.75 DESCRIPCION L E Y E N D A SIMBOLO ALTURA 2x40 A TWG-AWG 2 x 10 mm2. d 5/8" PVC-SAP Kw/h VIENE DE RED MATRIZ C-7 C-5 C-6 2x25 A 2x25 A 2x25 A C-2 C-3 C-4 2x25 A 2x25 A 2x25 A C-1 2x25 A SUBE d 5/8" PVC TELF. RESERVA TOMACORRIENTES PRIMER PISO TOMACORRIENTES SEGUNDO PISO ALUMBRADO SEGUNDO PISO ALUMBRADO PRIMER PISO e e b b b a a a c c c d d e e g g a b EE 4 4 SUBEN 2 d3/4" C-4, C-5 3Sa,b,c C-2 2Sd,e S S S S 2Sa S S C-1 C-3 S3 KW VIENE DE CONCESIONARIO C-4,C-5 SUBEN 2 d3/4" S S3h 2Sa,b C-4 C-5 TWG-AWG 2 x 2.5 mm2. d 5/8" PVC SEL ALUMBRADO PRIMER PISO ELECTROBOMBA RESERVA 5 5 4 4 5 5 0.0 0.0 0.0 0.0 2 1 0.0 G E C-1 C-1 C-1 0.0 C A C-1 C-1 C-1 0.0 2 1 C-5 C-4 0.0 8 0.0 0.0 0.0 0.0 TECHO ALIGERADO 1era PLANTA 4 3 5 C-1 C-3 C-1 0.0 6 7 C-3 C-1 C-3 C-4 0.0 0.0 C-1 C-3 C-1 3 5 0.0 C-3 C-1 C-3 C-4 6 7 C-4 C-4 9 C-1 VACIO ø3/8" a 0.25 MURO DE CONTENCION LOSA ALIGERADA e = 0.20 cm. de 0.25 x 0.70 VIGA PERALTADA NPT.+0.15 NPT.-1.35 1.388503801363925 1.388503801363925 1.388503801363925 1.388503801363925 1.388503801363925 1.388503801363925 VIGA DE CIMENTACION EJE 4 de 0.25 x 0.50 1.388503801363925 1.388503801363925 f'c = 140kg/cm2 LOSA DE CONCRETO e=4" RELLENO MURO DE CONTENCION ø3/8" a 0.25 RELLENO ACEQUIA 1.388503801363925 3 5 DETALLE DE CANALIZACION ENTRE LOS EJES 3 y 5 ESC: 1/20 1.388503801363925 SECCION 3-3 SECCION 3-3 SECCION 1-1 ESC: 1/20 SECCION 2-2 ESC: 1/20 SECCION 4-4 ESC: 1/20 NPT.-1.35 NPT.+0.15 NPT.+0.15 NPT.-1.35 1.310334919232162 1.310334919232162 1.310334919232162 RELLENO 1.310334919232162 CIMIENTOS CORRIDOS SOBRECIMIENTO RELLENO RELLENO 1.310334919232162 1.310334919232162 1.310334919232162 1.310334919232162 1.310334919232162 1.310334919232162 MURO DE LADRILLO SOGA -1.752822475746825 -1.752822475746825 NPT.-2.45 5ø1/2" ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 4ø1/2" NPT.-2.45 ESC: 1/20 SECCION 5-5 -1.752822475746825 -1.752822475746825 NPT.+0.15 NPT.-1.35 SOLADO X X 1.34287072554423 1.34287072554423 1.34287072554423 Y Y ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 6ø5/8" SECCION X-X ESC: 1/20 1.34287072554423 R=0.15 ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 4ø1/2" ESC: 1/20 SECCION Y-Y 1.34287072554423 1.34287072554423 1.34287072554423 1.34287072554423 1.34287072554423 1.34287072554423 1.34287072554423 RELLENO RELLENO CUADRO DE COLUMNAS 4ø5/8" LONG. ACERO 4ø1/2" C-2 DENOMIN. SECCION C-1 SOLADO ; Mezcla : CEMENTO : 1 : 12 ZAPATAS , COLUMNAS , VIGAS , ESCALERA , LOSA ALIGERADA : Fc : 175 Kg/cm2 ESCALERA ALIGERADO ZAPATAS VIGAS PLACA COLUMNAS ZAPATAS RECUBRIMIENTOS = Fy : 4,200 Kg/cm2 SOBRECIMIENTOS : CEMENTO : HORMIGON 1:8 + 25% de P.G. ESPECIFICACIONES TECNICAS 1.565600672785479 -0.4343993272145212 -10.80588364780479 -10.80588364780479 C-3 6ø5/8" R=0.15 -15.15099168959097 LONG. DENOMIN. 1.371892765413136 1.371892765413136 1.371892765413136 1.371892765413136 C-5 C-4 SECCION ACERO 4ø5/8" 6ø5/8" ACERO TRANSVERSAL ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 CUADRO DE COLUMNAS C-2 C-1 TIPICO ESC: 1/50 : 2.0 cm. : 2.0 cm. : 7.5 cm. : 5.0 cm. : 4.0 cm. : 4.0 cm. : 7.5 cm. CIMIENTOS CORRIDOS : CEMENTO : HORMIGON 1:10 + 30% de P.G. 4.775 5.026 VACIO 0.0 0.0 0.0 0.0 0.0 0.0 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d1/2" 1d3/8" V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-1 V-2 V-2 V-2 V-3 V-3 V-3 V-1 V-4 V-4 V-3 V-3 V-3 V-1 V-4 V-4 V-8 V-8 V-8 V-4 V-4 V-4 V-2 V-2 V-1 V-1 V-2 TECHO ALIGERADO 2da PLANTA -15.67905256856079 -15.67905256856079 -15.67905256856079 -15.67905256856079 -15.67905256856079 1 2 -15.67905256856079 E G -15.67905256856079 -15.67905256856079 3 4 5 V-1 V-1 VACIO C-1 C-3 -15.67905256856079 -15.67905256856079 A C -15.67905256856079 1 2 -15.67905256856079 V-1 V-1 C-1 C-3 3 5 -15.67905256856079 -15.67905256856079 6 7 8 V-1 C-1 C-3 V-3 V-1 C-4 C-4 C-5 C-3 V-2 V-7 F G -15.67905256856079 -15.67905256856079 V-1 C-1 C-3 V-1 C-3 C-4 6 7 V-2 C-4 C-4 B D A 9 VACIO Z1 Z2 Z2 Z2 Z2 Z1 Z2 Z3 Z3 Z3 V-4 1d3/8" 1d3/8" -0.1031557987888618 -0.1031557987888618 C-1 1d3/8" 1d3/8" 1.88921488710082 1.88921488710082 C-1 C-3 C-1 C-1 C-3 -0.1031557987888618 3 5 3 4 5 1.88921488710082 1d3/8" 1d3/8" 1d3/8" 1.88921488710082 1d3/8" 1d3/8" 1d3/8" 1d3/8" B B C C C C B B B B A A A A -0.1031557987888618 -0.1031557987888618 F G -0.1031557987888618 -0.1031557987888618 B D A C-2 C-2 B B ø1/4" @ 0.20 -0.1031557987888618 SECCION A-A ESC: 1/20 4ø3/8" 2.10246376912086 -0.5446138655514687 SECCION B-B ESC: 1/20 6ø1/2" -5.681854558768578 SECCION C-C 6ø5/8 "+2d1/2" -5.210616838307942 ESC: 1/20 0.4407384838067401 ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 TECHO ALIGERADO DE CANAL ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 3ø5/8" -8.610783559990864 -9.110783559990864 ø1/4" 1@ 0.20 V-1 4ø3/8" -19.73277468359572 ESC: 1/20 -19.73277468359572 ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 ESC: 1/20 V-4 -12.3691144254679 4ø1/2" -8.378120783338886 V-3 V-4 1d1/2" 1d3/8" V-4 V-4 V-3 V-8 V-1 V-4 DETALLE DE ESCALERA ESC: 1/50 1er. y 2do. TRAMO ESC: 1/20 3.995965666275652 4.785142161800692 14.33227463075626 14.33227463075626 RESTO @ .25 C/E d 1/4" @0.5, 2@10, VIGA: (25X15) 4d1/2" Ø3/8" @ .30 h=0.15 Ø3/8"@.30 Ø1/2"@.30 Ø3/8" @ .30 3.995965666275652 13.69699930806182 5.153629618557261 h=0.15 13.91948317608085 Ø1/2"@.30 13.91948317608085 5.153629618557261 Ø3/8" @ .30 Ø3/8" @ .30 Ø3/8" @ .30 16.58151067723344 5.253886838690718 4d1/2" RESTO @ .25 C/E d 1/4" @0.5, 2@10, VIGA: (25X15) 19.64401067723412 4.372350707125278 19.64401067723412 CUARTO TRAMO ESC: 1/20 Ø3/8" @ .30 16.37421626809703 17.30280232216711 4.503839835409252 Ø3/8"@.30 Ø3/8"@.30 NPT.+0.15 15.93671626809692 16.37421626809703 16.37421626809703 16.37421626809703 NPT.+0.15 -4.540870416078633 Ø3/8" @ .30 Ø1/2"@.30 -4.540870416078633 Ø3/8" @ .30 -6.731459651076108 Ø3/8" @ .30 3er TRAMO ESC: 1/20 3 2 4 5 6 7 8 9 10 10 11 11 12 13 14 15 16 17 18 1 11 18 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 G C A E 0.0 0.0 0.0 0.0 VACIO 0.0 1 3 2 5 6 0.0 0.0 0.0 0.0 0.0 0.0 7 9 G F A D B PLANTA TECHO - CANALON 4 1 3 2 5 6 7 8 5 0.85 0.85 DE 0.96 x 6.20 m CANALON ETERNIT METALICAS DE .25x.50 TIJERALES PRINCIPALES DE .30 x .25 VIGAS DE CONCRETO(V-5) CORREAS METALICAS NPT.+3.30 NTT.+6.10 NTT.+6.10 15.05629909592824 15.05629909592824 15.05629909592824 7.631984112260227 V-1 V-1 V-1 V-1 1d3/8" 1d3/8" 1/2" BAJA d 2" PVC DESAGUE DE T. E. VIENE d 3/4" PROY. CISTERNA CAPAC. 3 M. 3 M PRINCIPAL LA RED VIENE DE E d 1" PVC SUBE IMPULSION 1/2" 1/2" 1/2" 1/2" 1/2" DE T. E. VIENE d 3/4" BAJA d 2" PVC REBOSE d 1" PVC SUBE IMPULSION 1/2" 1/2" . 43.44544952739413 43.44544952739413 43.44544952739413 43.44544952739413 43.44544952739413 43.44544952739413 43.44544952739413 43.44544952739413 7 8 NTT.+6.10 NTT.+6.10 7 9 F G B D A BAJA d 2" PVC REBOSE d 3/4" PVC SUBE IMPULSION VIENE d 3/4" DE T. E. . 3/4" 3/4" TANQUE ELEVADO PERDURIT 1M3. 2" Brecha de aire de 5 cm. AZOTEA 25x50 +0.00 -0.55 4" R-4" 2" 1/2" 2" 4" 4" 2" 4" 4" S-4" 2" 2" R-4" S-4" S-2" 2" 4" 4" 4" 25x50 +0.00 -0.55 4" BAJA d 4" PVC DESAGUE FLUVIAL DESAGUE FLUVIAL BAJA d 4" PVC . 2" 4" 4" 2" S-2" BAJA Y VIENE d 4" 4" 2" DESAGUE FLUVIAL DESAGUE FLUVIAL VIENE d 4" . DESAGUE FLUVIAL BAJA Y VIENE d 4" . S-4" S-4" 4" 4" PENDIENTE=0.005% PENDIENTE=0.005% S-4" S-4" 4" 4" 11 11 S-4" E BAJA ø 5/8" A CONTROL NIVEL AGUA DE CISTERNA SUBE ø 5/8" A CONTROL NIVEL DE TANQUE ELEVADO C-6 NIVEL AGUA DE CISTERNA BAJA O 5/8" A CONTROL SUBE 0 5/8" A CONTROL NIVEL DE TANQUE ELEVADO NPT.+5.32 CANALON ETERNIT DE 0.96 x 6.20 m V-14 V-14 R=0.60 1.20 0.73 0.0 0.0 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 0.0 0.0 1d3/8" 1d3/8" 0.0 0.0 ZAPATA Z1 NPT.+0.15 NPT.-1.35 4 ø 1/2 "@ 0.15 1d3/8" 1d3/8" 0.0 1d3/8" 1d1/2" 1d3/8" 2.01 V-5 V-5 V-5 V-5 -9.608418598713229 4ø1/2" ESC: 1/20 ø3/8" 1@ 0 .20 -13.19144963831991 V-5 V-2 V-6 V-6 -27.76111492040206 ø1/4" 1@ 0.20 -4.647684267585305 ESC: 1/20 4ø3/8" V-6 0.0 1.868879717897585 0.0 1d3/8" C-4 0.0 1d1/2" 0.0 0.0 -15.67905256856076 -15.67905256856076 -15.67905256856076 0.0 -15.67905256856076 1d3/8" 1d3/8" 1d3/8" -15.67905256856079 0.0 1d3/8" 1d1/2" NTN.-0.15 -9.610709767564146 ø3/4" @ .20 -22.70284355728097 ESC: 1/20 4ø1/2" V-7 1ø5/8" 3ø5/8" 1.40 1.40 1ø5/8" Y Y ø3/8" 1@ 0.05, 4@ .10 Resto @ .20 2.394891648464707 3ø5/8" 2.394891648464707 ESC: 1/20 SECCION Y-Y = Z-Z 4ø5/8" V-3 10.83004204563508 10.83004204563508 G F B A 10.83004204563508 ESC: 1/20 \A1;4.25 \A1;1.2 \A1;1.2 \A1;1.2 D F G \A1;1.2 B A \A1;4.25 \A1;1.2 \A1;1.2 9.073241723815386 1ø5/8" V-8 3ø5/8" X X 1ø5/8" V-2 1ø5/8" ESC: 1/20 0.50 1ø5/8" 51.90136615334256 51.90136615334256 51.90136615334256 51.90136615334256 51.90136615334256 51.90136615334256 A D F 51.90136615334256 51.90136615334256 51.90136615334256 V-8 26.77155059765516 26.77155059765516 26.77155059765516 V-8 7 26.77155059765516 3ø5/8" 1ø5/8" 26.77155059765516 26.77155059765516 26.77155059765516 8 26.77155059765516 1ø5/8" Z Z ESC: 1/20 26.77155059765516 1ø5/8" 2.50 ESC: 1/20 SECCION X-X 4ø5/8" CORTE: B-B 4d1/2" d1/2" CORTE : A-A -1.849426937271915 -0.5571300952309457 DETALLE DE TIJERAL 25 X 50 A A .30 .30 2d3/8" B DETALLE DE CORREAS 0.30 0.30 0.10 0.20 d3/8" d1/2" d1/2" 0.20 0.10 B DE .20 x .10 DE .20 x .10 CORREAS METALICAS TRANLAPE DE CANALON DE 0.25 m. V-1 VIGAS DE CONCRETO(V-1) DE .15 x .20 ESC: 1/50 DETALLE DE CANALON 5.70 5 1.00 .21 5 5 2.11 2.53 2.26 5 5 0.32 1.00 5 2.90 .35 5 .15 5 5 5 5 5 5 5 5 5 CANALON ETERNIT TRASLAPE DE 0.25m. . VENTILACION d2" VENTILACION d2" . VENTILACION d2" . VENTILACION d2" . DESCRIPCION: CISTERNA: LONGITUD : 1.80 M. ANCHO : 1.00 M. ESPESOR : 0.10 M. PROFUNDIDAD : 1.30 M. ACERO : d 3/8" @ 0.15 en ambas direcciones MATERIAL : POLIETILENO PESO : Aprox. 25 kg. DIAMETRO DEL TANQUE : Sup.=1.19 M. , Inf.=0.915 M. CAPACIDAD : 1,000 Litros ALTURA : 1.40 M. TANQUE ELEVADO: MARCA : ETERNIT, Modelo Perdurit

Language	Spanish
Drawing Type	Section
Category	City Plans
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, city, city hall, civic center, community center, details, DWG, elevations, hall, plants, section, sections