Facilities Inapam DWG Block for AutoCAD

Facilities Inapam DWG Block for AutoCAD

Building INAPAM (National Institute of Older Persons) Package contains only drawings in Autocad and Excel spreadsheets in facilities: Hydraulic, electrical and plumbing. The system has a pump and well tank.

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

north, Dala with section armed with rods of nª reinforcement of each cm., Foundation of masonry, Concrete template, Adjoining building, Block wall with mortar, title, scale, Indicated, Street porfirio diaz, Street the necromancer, Street manuel folded, Street jose maria arteaga, Jesus glez.arteaga street, Inapam building, H. Town hall of pue., electrical installation, draft:, flat:, jun, Scales, drawing, Indicated, Dimension, flat, date, localization map, Total built area, Surface area, Area built on ground floor, Area chart, Location:, C. Porfirio diaz esq. With arteaga, to. Lemus, Street porfirio diaz, Area built on first level, Area built on second level, plant, Dimensions in cm squ:, goes up, first level, plant, Dimensions in cm squ:, goes up, plant, Dimensions in cm squ:, goes up, third level, Zotano, low level, plant, Dimensions in cm squ:, goes up, second level, plant, Dimensions in cm squ:, goes up, Multipurpose room, Tel, Zotano, low level, first level, second level, third level, Tel, Swich, load center, Exit contact, Flying out, TV, phone, rush, measurer, driver, Tel, Dampener outlet, Light output, Nm., center, load, center, load, center, load, center, load, center, load, center, load, center, load, center, load, Circ., Load board, Watts, Breaker, level, Zotano, P. low, Full load, Actual charge, Full load, P. low, level, level, level, level, level, level, Symbology, Switchboard, Material to use, Galvanized junction box, Interchangeable amps devices., Power switch Mark square nema, Pza, Bakelite lampholder, Pza, Cable copper swab insulation thw lime., Cable copper swab insulation thw lime., Cable copper swab insulation thw lime., Pipe poliducto, Pipe poliducto, Pza, Simple erasable type exchangeable., Pza, Single contact polarized duplex., Pza, Plate of a unit., Pza, Porcelain wall socket., Pza, Duplex contact cover., Distribution board mark square, Pza, Pza, Intercom wall socket for incandescent lamps., Pza, Hp single phase pump., Load center mark square, Pza, Pza, Copperweld rod of mts. With accessories, Grounding accessories squere, Pza, Cable copper swab insulation thw lime., P. low, centrifugal pump, north, Alternative rod holder, Alternative stainless steel bucket, waiting room, Ramp up, Proy. cover, square, lobby, Atn. public, elevator, Boards, Electrical, Sanit. M., public, Sanit. H., public, cleanliness, pharmacy, cellar, Quartermaster, Tab. Electrical, Of staff services, personal, Vehicular, access, Sanit., Of staff services, Vehicular, access, supply, pharmacy, Complaints, orientation, Module of, refreshments, coffee, Tel. pub., surveillance, Shed, railyard, garden, Of classes, Building existing, sidewalk, Warehouse roperia, maintenance workshop, C.m. hydraulics, C.m. Electrical, sidewalk, access, waiting room, cleanliness, Bathrooms v. mens, Bathrooms v. women, private, shape, Dining room employees, food, station, equipment, switch, Auxiliaries, Doctor, computing, archive, Atn. public, shape, stairs, hemodialysis, Med., chemotherapy, Respiratory therapy, cleanliness, classroom, av. solidarity, Street, D.i., north, title, scale, Concrete template, Shoe, Rfzo., Given table, minimum, Rfzo., see, table, see, table, adjacent, Foundation, Dala, Foundation, Dala, inside, Concrete template, Concrete template, Dala, masonry, enlargement, Foundation, For fence, Concrete template, Dala, Dala, Concrete template, castle, Foundation, Street porfirio diaz, Street the necromancer, Street manuel folded, Street jose maria arteaga, Jesus glez.arteaga street, localization map, Street porfirio diaz, goes up, low level, plant, Dimensions in cm squ:, goes up, Npt., Esc., plant, Dimensions in cm squ:, goes up, Women bath, basement, Npt., Esc., See plan, garage, tank, Arrives, Arrives, Men’s bath, registry, B.a.n., Arrives, registry, net, C.h., B.a., Mca. Helvex mod. indicated, Pvc pipe for storm water sewage, Rainwater downfall, Frame iron frame, angle of, Anchor anchor in each corner of, Long. Of esp., Thickness depending on type, Straight tube tube, Seamstress template, Armed with, Wire of each, Concrete log cover, Quota of, Of land, Simple concrete, Cement sand, Flattened, Welded to frame, concrete base, Masonry registry of cms. Exp., Masonry registry of cms., Frame frame of iron angle, Mm mm., Simple concrete., Long. Cm. Of esp., Seamstress template, Fine gravel base, Tube in half cane in straight section., Anchor anchor in each corner of cm., Thickness depending on the type of, depth, variable, With tormen mouth colander

Raw text data extracted from CAD file:

\A1;A/2 \A1;A/2 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 NORTE \A1;1.0 \A1;1.20 \A1;.08 \A1;.20 \A1;2.4 DALA CON SECCION 15*20 cm, Y ARMADA CON 4 VARILLAS DEL Nª 3, Y REFUERZO DEL Nª2, A CADA 20 cm. Cimiento de mamposteria Plantilla de Concreto f'c= 100 kg/cm2 CIMIENTO COLINDANTE -1052693.669160692 -1052693.669160692 -1052693.669160692 -1052693.669160692 -1052693.669160692 MURO DE BLOCK CON MORTERO 1:4 TITULO ESCALA \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.3 \A1;16024.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.0 \A1;449.9 \A1;2061.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.3 \A1;449.9 \A1;2061.0 \A1;2404.9 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.3 \A1;16024.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.0 \A1;449.9 \A1;2061.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.3 \A1;449.9 \A1;2061.0 \A1;2404.9 \A1;900.0 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.3 \A1;16024.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.0 \A1;449.9 \A1;2061.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.3 \A1;449.9 \A1;2061.0 \A1;2404.9 \A1;2061.0 \A1;2283.3 \A1;1090.3 \A1;5060.3 \A1;10495.0 \A1;2061.0 \A1;2283.3 \A1;1090.3 \A1;5060.3 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.7 \A1;1159.1 \A1;4235.6 \A1;10494.8 \A1;2061.0 \A1;2283.3 \A1;1090.3 \A1;5060.3 \A1;10495.0 \A1;2061.0 \A1;2283.3 \A1;1090.3 \A1;5060.3 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.7 \A1;1159.1 \A1;4235.6 \A1;10494.8 \A1;906.4 \A1;920.27 \A1;659.1 INDICADAS CALLE PORFIRIO DIAZ CALLE EL NIGROMANTE CALLE EL NIGROMANTE CALLE MANUEL DOBLADO CALLE JOSE MARIA ARTEAGA CALLE JESUS GLEZ.ARTEAGA m2 EDIFICIO DE INAPAM H. AYUNTAMIENTO DE ZACATLAN, PUE. PROPIETARIO(S): INSTALACION ELECTRICA PROYECTO: PLANO: JUN 2012 ESCALAS : DIBUJÓ : INDICADAS ACOTACIÓN : PLANO : FECHA : CROQUIS DE LOCALIZACIÓN IE-01 688.35 AREA TOTAL CONSTRUIDA SUPERFICIE DE TERRENO AREA CONSTRUIDA EN PLANTA BAJA 362.50 107.63 CUADRO DE AREAS m2 m2 UBICACION: C. PORFIRIO DIAZ ESQ. CON ARTEAGA A. LEMUS CALLE PORFIRIO DIAZ AREA CONSTRUIDA EN PRIMER NIVEL 265.03 m2 AREA CONSTRUIDA EN SEGUNDO NIVEL 315.69 m2 PLANTA NIVELES, + 0,0 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 1 2 3 4 6 7 5 8 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE SUBE 5 B' B A A' PRIMER NIVEL PLANTA NIVELES, +2.50 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 1 2 3 4 6 7 5 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE SUBE 5 B' B A A' 5 5 PLANTA NIVELES, +5.50 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 1 2 3 4 6 7 5 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE SUBE 5 B' B A A' TERCER NIVEL zotano PLANTA BAJA PLANTA NIVELES, +1.25 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 7 8 9 12 11 10 C4 C4 9' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE SUBE SEGUNDO NIVEL PLANTA NIVELES, + 4.15 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 7 8 9 12 11 10 C4 C4 9' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SUBE SUBE 5 A A' B' B A A' B' B SALON DE USOS MULTIPLES TV TV TEL TEL TV 5 ZOTANO 11 PLANTA BAJA 8 PRIMER NIVEL 10 SEGUNDO NIVEL 7 TERCER NIVEL 6 10 12 8 12 8 6 6 2 0 TV TEL 2 2 1 SWICH CENTRO DE CARGA SALIDA CONTACTO SALIDA ARBOTANTE TELEVISION TELEFONO ACOMETIDA MEDIDOR CONDUCTOR DE 1/2" CONDUCTOR DE 3/4" TV TEL SALIDA APAGADOR SALIDA LUMINARIA 1 6 8 6 6 6 0 0 0 0 0 0 0 0 0 0 0 0 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-3 C-1 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-3 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-4 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-4 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-5 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-8 C-11 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-9 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-10 C-11 C-11 C-11 C-11 C-11 C-11 C-12 C-12 C-11 C-12 C-12 C-12 C-12 C-12 C-12 C-12 C-1 100 W 2 C-2 100 W 5 180 W 3 100 W 2 C-3 100 W 4 180 W 3 100 W 1 C-4 C-5 180 W 4 100 W 3 C-6 C-7 100 W 4 180 W 4 100 W 2 C-8 9 100 W 3 180 W 6 C-10 C-11 100 W 3 180 W 4 C-12 100 W 3 180 W 4 100 W 2 180 W 4 100 W 1 100 W 3 180 W 3 100 W 5 100 W 3 180 W 5 100 W 6 180 W 4 100 W 4 180 W 6 DIAGRAMA UNIFILAR A CENTRO DE CARGA A CENTRO DE CARGA A CENTRO DE CARGA A CENTRO DE CARGA A CENTRO DE CARGA A CENTRO DE CARGA A CENTRO DE CARGA A CENTRO DE CARGA CIRC. CUADRO DE CARGAS 1 2 WATTS BREAKER 3 4 5 2 5 4 2 3 3 2 1 4 3 3 4 3 1220 1240 1040 1020 1340 15A NIVEL ZOTANO ZOTANO ZOTANO P. BAJA P. BAJA 100W 100W 180W CARGA TOTAL 16080 W CARGA REAL 65% 16080X0.65=10452 W CARGA TOTAL 6 3 5 1200 P. BAJA 7 6 4 1320 1 NIVEL 8 4 2 4 1320 1 NIVEL 9 3 6 1380 2 NIVEL 10 4 6 1480 2 NIVEL 11 3 4 1020 3 NIVEL 12 3 4 1020 3 NIVEL 1 5 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-14 T-13mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-14 T-13mm 2-14 T-13mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm C-2 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-14 T-13mm 2-14 T-13mm 2-14 T-19mm 2-12 1-12d T-19mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm C-5 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm C-10 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-14 T-13mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-14 T-13mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 1-14 1-14 SIMBOLOGIA 1 X 15 A 2-12 1-12d 1340 C-5 1 X 15 A 2-12 1-12d 1020 C-4 3x60AM 1 X 15 A 2-12 1-12d 1040 C-3 1 X 15 A 2-12 1-12d 1240 C-2 1 X 15 A 2-12 1-12d 1220 C-1 1 X 15 A 2-12 1-12d 1200 C-6 TABLERO DE DISTRIBUCION 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-12 1-12d T-19mm 2-10 1-10d T-19mm C-14 3-8 1-8d T-19mm MATERIAL A UTILIZAR CAJA DE CONEXIONES GALVANIZADA 4"X4". CAJA DE CONEXIONES GALVANIZADA (TIPO CHALUPA) 4"X2". DISPOSITIVOS INTERCAMBIABLES DE 15, 20 Y 30 AMPS. INTERRUPTOR DE SEG. MARCA SQUARE D D322N 3X60A NEMA 1. 56 81 14 1 PZA PZA PZA PZA PORTA LAMPARAS DE BAQUELITA (SOQUETS). 39 PZA CABLE COBRE SUABE C/ AISLANTE THW CAL. 14. M CABLE COBRE SUABE C/ AISLANTE THW CAL. 12. 1382.67 M CABLE COBRE SUABE C/ AISLANTE THW CAL. 10. 22.05 M TUBERIA POLIDUCTO (MANGUERA ANARANJADA) 19MM. M TUBERIA POLIDUCTO (MANGUERA ANARANJADA) 13MM. 64.00 M 31 PZA APAGADOR SENCILLO TIPO INTERCAMBIABLE. 50 PZA CONTACTO SENCILLO POLARIZADO DUPLEX. 31 PZA PLACA DE UNA UNIDAD. 14 PZA SOQUET DE PORCELANA PARA PARED. 50 PZA TAPA DE CONTACTO DUPLEX. TABLERO DE DISTRIBUCION MARCA SQUARE D NF184L12S 1 PZA 3 PZA SOQUET DE PARED INTERPERIE PARA LAMPARAS INCANDESCENTE. 1 PZA BOMBA MONOFASICA DE 1.5 HP. CENTRO DE CARGA QOD1F MARCA SQUARE D (P/BOMBA) 1 PZA 1 PZA VARILLA COPPERWELD DE 3/4"d x 1.500 mts. CON ACCESORIOS ACCESORIOS PARA PUESTA A TIERRA SQUERE D PK3GTA 1 1 PZA 413.00 CABLE COBRE SUABE C/ AISLANTE THW CAL. 8. 39.4 M 162.15 C-14 1.5 Hp P. BAJA 14 1480 20A 1 1480W BOMBA CENTRIFUGA 1 X 15 A 2-12 1-12d 1020 C-12 1 X 15 A 2-12 1-12d 1020 C-11 1 X 15 A 2-12 1-12d 1480 C-10 1 X 15 A 2-12 1-12d 1380 C-9 1 X 15 A 2-12 1-12d 1320 C-8 1 X 15 A 2-12 1-12d C-13 2-12 1-12d 1320 C-7 2-10 1-10d 1480 C-14 A B C 1 X 15 A 1 X 20 A 1.5 Hp \A1;A/2 \A1;A/2 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 NORTE PORTACUBETA RODABLE ALTERNATIVA "A" 5137310305 CUBETA 12LTS DE ACERO INOXIDABLE ALTERNATIVA "A" 5132540054 SALA DE ESPERA SALA DE ESPERA SALA DE ESPERA sube rampa 6% proy. cubierta 8' F' PLAZA VESTIBULO ATN. A PUBLICO ELEVADOR 7' 6' 9' 10' 9 8 tableros electricos S. SANIT. M. PUBLICO SANIT. H. PUBLICO ASEO FARMACIA E S T I B A BODEGA INTENDENCIA TAB. ELECTRICOS DE PERSONAL Y SERVICIOS E S T A C I O N A M I E N T O PERSONAL VEHICULAR ACCESO SANIT. DE PERSONAL Y SERVICIOS VEHICULAR ACCESO 13 12 H G F E 10' 11 10 ABASTO A FARMACIA Y QUEJAS ORIENTACION MODULO DE REFRESCOS CAFE TEL. PUB. VIGILANCIA CASETA DE PATIO DE MANIOBRAS JARDIN DE AULAS EDIF. EXISTENTE BANQUETA ALMACEN ROPERIA TALLER DE MANTENIMIENTO C.M. HIDRAULICA C.M. ELECTRICA BANQUETA BANQUETA ACCESO SALA DE ESPERA ASEO BAÑOS V. HOMBRES BAÑOS V. MUJERES PRIVADO FORMA 11 COMEDOR EMPLEADOS DE ALIMENTOS ESTACION equipos CONMUTADOR AUXILIARES MEDICA INFORMATICA ARCHIVO ATN. A PUBLICO FORMA 11 S. ESCALERAS 8 7 6 5 4 3 2 HEMODIALISIS 1 MED. 4 3 2 1 3 4 1 2 6 5 QUIMIOTERAPIA TERAPIA RESPIRATORIA ASEO AULA AV. SOLIDARIDAD AV. SOLIDARIDAD CALLE S/N D C B A 2 1 9 8 7 6 5 4 3 C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A D.I.F. NORTE TITULO ESCALA \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.3 \A1;16024.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.0 \A1;449.9 \A1;2061.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.3 \A1;449.9 \A1;2061.0 \A1;2404.9 \A1;900.0 \A1;2061.0 \A1;2283.3 \A1;1090.3 \A1;5060.3 \A1;10495.0 \A1;2061.0 \A1;2283.3 \A1;1090.3 \A1;5060.3 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.7 \A1;1159.1 \A1;4235.6 \A1;10494.8 \A1;906.4 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.3 \A1;16024.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.0 \A1;449.9 \A1;2061.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.3 \A1;449.9 \A1;2061.0 \A1;2404.9 \A1;2999.1 \A1;2291.4 \A1;150.0 \A1;145.5 \A1;659.1 \A1;759.0 \A1;2000.9 \A1;145.3 \A1;150.0 \A1;3299.1 \A1;325.5 \A1;376.7 \A1;1018.7 \A1;646.8 \A1;529.7 \A1;499.7 \A1;489.5 \A1;1239.1 \A1;2278.4 \A1;135° \A1;164.2 \A1;1578.0 \A1;707.8 \A1;278.4 \A1;719.3 \A1;703.6 \A1;174.9 \A1;357.4 \A1;238.4 \A1;2581.0 \A1;1788.0 \A1;5261.9 \A1;300.2 \A1;402.0 \A1;1006.3 \A1;682.3 \A1;1266.2 \A1;581.9 \A1;1604.9 \A1;2197.1 \A1;686.8 \A1;782.4 \A1;728.0 \A1;1157.1 \A1;1880.1 \A1;3522.6 \A1;3432.2 \A1;304.1 \A1;369.5 \A1;370.2 \A1;276.8 \A1;1945.6 \A1;135° \A1;5356.5 \A1;607.8 \A1;1277.2 \A1;2227.7 \A1;870.2 \A1;79.8 \A1;329.5 \A1;2143.0 \A1;1297.4 \A1;545.4 \A1;912.8 \A1;474.9 \A1;222.0 \A1;1075.4 \A1;472.1 \A1;313.3 \A1;3129.4 \A1;45° \A1;7079.6 \A1;7227.4 \A1;3693.7 \A1;3441.9 \A1;2343.2 \A1;9325.4 \A1;9324.8 \A1;2446.8 \A1;2402.8 \A1;3944.1 \A1;45° V 5 PLANTILLA DE CONCRETO F'C=100 Kg/cm2 ZAPATA TIPO-1 RFZO.(B) RFZO. (A) DADO VER TABLA 120 MINIMO A RFZO.(B) RFZO. (A) VER TABLA VER TABLA B COLINDANTE CIMIENTO DALA D-1 CIMIENTO DALA D-1 INTERIOR f'C=100kg/cm PLANTILLA DE CONCRETO 2 f'C=100kg/cm PLANTILLA DE CONCRETO 2 DALA MAMPOSTERIA AMPLIACION DE CIMIENTO PARA BARDA PLANTILLA DE CONCRETO f'C=100kg/cm 2 DALA D-1 D-1 DALA PLANTILLA DE CONCRETO f'C=100kg/cm 2 CASTILLO CIMIENTO CORRIDO \A1;90 \A1;20 \A1;80 \A1;20 \A1;20 \A1;60 \A1;20 \A1;20 \A1;30 \A1;60 \A1;50 \A1;90 \A1;15 \A1;20 \A1;80 \A1;60 \A1;30 \A1;60 \A1;30 \A1;80 \A1;20 \A1;15 \A1;H 13d CALLE PORFIRIO DIAZ CALLE EL NIGROMANTE CALLE EL NIGROMANTE CALLE MANUEL DOBLADO CALLE JOSE MARIA ARTEAGA CALLE JESUS GLEZ.ARTEAGA CROQUIS DE LOCALIZACIÓN CALLE PORFIRIO DIAZ A B C D E F G H I J 1 2 3 4 6 7 5 8 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.+0.00 SUBE SUBE NPT.+1.25 NPT.+1.25 NPT.+0.00 5 B' B A A' 5 5 PLANTA BAJA PLANTA NIVELES, +1.25 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 7 8 9 12 11 10 C4 C4 9' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.+1.25 SUBE SUBE 5 5 NPT.+1.25 NPT. +1.25 ESC. : 1: 100 B PLANTA NIVELES, +0.0 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 1 2 3 4 6 7 5 8 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.+0.00 SUBE SUBE NPT.+1.25 NPT.+1.25 5 BAÑO MUJERES B' B A A' sotano NPT. +- 0.00 ESC. : 1: 100 5 5 VER PLANO CS-01 5 5 5 5 5 5 COCHERA CISTERNA 13d 13d 13d 19d 19d LLEGA B.A.P.150d 150d LLEGA B.A.P.100d LLEGA B.A.P.150d BAÑO HOMBRES 100d 100d 100d 100d 100d 50d 50d 50d 50d 38d COL.25-H 50d 50d 50d 50d 150d 150d 150d 150d A REGISTRO B.A.N. 38d LLEGA B.A.N.100d A REGISTRO RED MPAL.150d S I M B O L O S C.H. B.A.P. COLADERA MCA. HELVEX MOD. INDICADO TUBERIA DE PVC PARA AGUAS PLUVIALES Y AGUAS NEGRAS BAJADA DE AGUAS PLUVIALES MARCO Y CONTRAMARCO DE FIERRO ANGULO DE 50mm, x 6mm. ANCLA DE SOLERA EN CADA ESQUINA DE 7cm. DE LONG. Y 2.54cm. DE ESP. Y ESPESOR DEPENDIENDO DEL TIPO 1/2 TUBO EN TRAMO RECTO PLANTILLA DE PEDACERIA DE TABIQUE Fc=140 Kg/cm (1:2:4) ARMADO CON ALAMBRON DE 1/4 A CADA 15cm. TAPA DE REGISTRO DE CONCRETO COTA DE DE TERRENO CONCRETO SIMPLE CEMENTO ARENA APLANADO DE 1:5 SOLDADA AL MARCO BASE DE CONCRETO REGISTRO DE MAMPOSTERIA DE 40 x 60 Cms. CON COLADERA BOCA DE TORMENTA REGISTRO DE MAMPOSTERIA DE 40 x 60 Cms. MARCO Y CONTRAMARCO DE FIERRO ANGULO DE 50 mm x 6 mm. CONCRETO SIMPLE. DE LONG. Y 2.54 cm. DE ESP. PLANTILLA DE PEDACERIA DE TABIQUE BASE DE GRAVA FINA TUBO EN MEDIA CAÑA EN TRAMO RECTO. ANCLA DE SOLERA EN CADA ESQUINA DE 7 cm. Y ESPESOR DEPENDIENDO DEL TIPO DE PROFUNDIDAD VARIABLE CON COLADERA BOCA DE TORMENTA DETALLE REGISTRO DE MAMPOSTERIA CEMENTO ARENA 1:5 APLANADO DE TERRENO. REJILLA PLUVIAL DE 60 x 40 Cms. B.A.N. BAJADA DE AGUAS NEGRAS 38d A REGISTRO B.A.P.100d BAJA B.A.P.150d B.A.P.150d A REGISTRO B.A.N. 38d 38d 38d 38d B.A.P. 100d B.A.P. 100d COL.25-H 38d B.A.P.100d 100d 50d COL.25-H 38d 50d 50d \A1;0.00 \A1;149.60 A E I J 1 3 4 9' 12 12 12 12 9' 12 12 12 1 4 J E A B.A.P. 100d BAJA B.A.P.150d BAJA B.A.P.150d INDICADAS m2 EDIFICIO DE INAPAM H. AYUNTAMIENTO DE ZACATLAN PROPIETARIO(S): SANITARIA PLANO DE INSTALACION PROYECTO: PLANO: JUN 2012 ESCALAS : DIBUJÓ : INDICADAS ACOTACIÓN : PLANO : FECHA : IS-01 688.35 AREA TOTAL CONSTRUIDA SUPERFICIE DE TERRENO AREA CONSTRUIDA EN PLANTA BAJA 362.50 107.63 CUADRO DE AREAS m2 m2 UBICACION: PORFIRIO DIAZ ESQ. CON ARTEAGA AREA CONSTRUIDA EN PRIMER NIVEL 265.03 m2 AREA CONSTRUIDA EN SEGUNDO NIVEL 315.69 m2 ESC. : 1: 75 PLANTA DE AZOTEA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø100 Ø150 Ø150 Ø38 Ø150 Ø100 Ø150 Ø150 Ø100 Ø38 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 5 Ø50 Ø38 Ø50 Ø50 Ø38 Ø50 Ø50 Ø50 Ø50 Ø50 Ø150 Ø38 Ø100 Ø38 5 Ø100 Ø100 Ø100 Ø100 Ø50 Ø50 Ø50 Ø38 Ø50 Ø38 ISOMETRICO SANITARIO Ø38 5 CODO DE 90º, (100) CODO DE 90º, (50) CODO DE 90º, (38) CODO DE 45º, (100) CODO DE 45º, (50) CODO DE 45º, (38) `Y' DE (100) CODO DE 90º, (150) `Y' DE (50) `Y' DE (38) `Y' REDUCCION DE (150-50) `Y' REDUCCION DE (100-50) `Y' REDUCCION DE (100-38) `Y' REDUCCION DE (50-38) `T' DE (100) `T' REDUCCION DE (150-38) `T' REDUCCION DE (100-38) (1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (13) (11) (16) (12) (17) (14) (15) (NUM) PIEZAS SIMBOLOGIA 5 5 5 5 5 5 5 5 5 5 Ø100 Ø150 Ø150 Ø100 Ø150 Ø100 Ø150 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 Ø50 Ø38 Ø50 Ø50 Ø38 Ø50 Ø50 Ø50 Ø50 Ø50 Ø150 Ø38 Ø100 Ø100 Ø100 Ø100 Ø100 Ø100 Ø50 Ø50 Ø50 Ø38 Ø50 Ø38 Ø38 5 1 2 3 4 5 6 7 8 9 15 13 11 10 12 14 16 17 18 19 22 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 36 37 38 39 40 44 41 42 43 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 60 59 A. LEMUS \A1;A/2 \A1;A/2 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 \A1;A/2 \A1;A/2 \A1;A/3 \A1;A/3 \A1;A/4 \A1;A/4 \A1;A/5 \A1;A/5 NORTE PORTACUBETA RODABLE ALTERNATIVA "A" 5137310305 CUBETA 12LTS DE ACERO INOXIDABLE ALTERNATIVA "A" 5132540054 SALA DE ESPERA SALA DE ESPERA SALA DE ESPERA sube rampa 6% proy. cubierta 8' F' PLAZA VESTIBULO ATN. A PUBLICO ELEVADOR 7' 6' 9' 10' 9 8 tableros electricos S. SANIT. M. PUBLICO SANIT. H. PUBLICO ASEO FARMACIA E S T I B A BODEGA INTENDENCIA TAB. ELECTRICOS DE PERSONAL Y SERVICIOS E S T A C I O N A M I E N T O PERSONAL VEHICULAR ACCESO SANIT. DE PERSONAL Y SERVICIOS VEHICULAR ACCESO 13 12 H G F E 10' 11 10 ABASTO A FARMACIA Y QUEJAS ORIENTACION MODULO DE REFRESCOS CAFE TEL. PUB. VIGILANCIA CASETA DE PATIO DE MANIOBRAS JARDIN DE AULAS EDIF. EXISTENTE BANQUETA ALMACEN ROPERIA TALLER DE MANTENIMIENTO C.M. HIDRAULICA C.M. ELECTRICA BANQUETA BANQUETA ACCESO SALA DE ESPERA ASEO BAÑOS V. HOMBRES BAÑOS V. MUJERES PRIVADO FORMA 11 COMEDOR EMPLEADOS DE ALIMENTOS ESTACION equipos CONMUTADOR AUXILIARES MEDICA INFORMATICA ARCHIVO ATN. A PUBLICO FORMA 11 S. ESCALERAS 8 7 6 5 4 3 2 HEMODIALISIS 1 MED. 4 3 2 1 3 4 1 2 6 5 QUIMIOTERAPIA TERAPIA RESPIRATORIA ASEO AULA AV. SOLIDARIDAD AV. SOLIDARIDAD CALLE S/N D C B A 2 1 9 8 7 6 5 4 3 C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A C O L I N D A N C I A D.I.F. NORTE TITULO ESCALA \A1;906.4 \A1;2061.0 \A1;2283.3 \A1;1090.3 \A1;5060.3 \A1;10495.0 \A1;2061.0 \A1;2283.3 \A1;1090.3 \A1;5060.3 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.7 \A1;1159.1 \A1;4235.6 \A1;10494.8 \A1;2404.9 \A1;900.0 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.3 \A1;16024.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.0 \A1;449.9 \A1;2061.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.3 \A1;449.9 \A1;2061.0 \A1;759.0 \A1;659.1 \A1;2108.2 \A1;1723.4 \A1;757.6 \A1;684.7 \A1;3698.3 \A1;411.4 \A1;736.8 \A1;3374.0 \A1;2529.3 \A1;16024.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.0 \A1;449.9 \A1;2061.0 \A1;1510.6 \A1;1011.4 \A1;1520.0 \A1;112.3 \A1;854.3 \A1;449.9 \A1;2061.0 \A1;2404.9 \A1;3.00 \A1;2.29 \A1;0.15 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.15 \A1;3.30 V 5 PLANTILLA DE CONCRETO F'C=100 Kg/cm2 ZAPATA TIPO-1 RFZO.(B) RFZO. (A) DADO VER TABLA 120 MINIMO A RFZO.(B) RFZO. (A) VER TABLA VER TABLA B COLINDANTE CIMIENTO DALA D-1 CIMIENTO DALA D-1 INTERIOR f'C=100kg/cm PLANTILLA DE CONCRETO 2 f'C=100kg/cm PLANTILLA DE CONCRETO 2 DALA MAMPOSTERIA AMPLIACION DE CIMIENTO PARA BARDA PLANTILLA DE CONCRETO f'C=100kg/cm 2 DALA D-1 D-1 DALA PLANTILLA DE CONCRETO f'C=100kg/cm 2 CASTILLO CIMIENTO CORRIDO \A1;90 \A1;20 \A1;80 \A1;20 \A1;20 \A1;60 \A1;20 \A1;20 \A1;30 \A1;60 \A1;50 \A1;90 \A1;15 \A1;20 \A1;80 \A1;60 \A1;30 \A1;60 \A1;30 \A1;80 \A1;20 \A1;15 \A1;H 13d INDICADAS CALLE PORFIRIO DIAZ CALLE EL NIGROMANTE CALLE EL NIGROMANTE CALLE MANUEL DOBLADO CALLE JOSE MARIA ARTEAGA CALLE JESUS GLEZ.ARTEAGA m2 EDIFICIO DE INAPAM H. AYUNTAMIENTO DE ZACATLAN, PUE. PROPIETARIO(S): HIDRAULICAS PLANO DE INSTALACIONES PROYECTO: PLANO: JUN 2012 ESCALAS : DIBUJÓ : INDICADAS ACOTACIÓN : PLANO : FECHA : CROQUIS DE LOCALIZACIÓN IH-01 688.35 AREA TOTAL CONSTRUIDA SUPERFICIE DE TERRENO AREA CONSTRUIDA EN PLANTA BAJA 362.50 107.63 CUADRO DE AREAS m2 m2 UBICACION: C. PORFIRIO DIAZ ESQ. CON ARTEAGA A. LEMUS CALLE PORFIRIO DIAZ AREA CONSTRUIDA EN PRIMER NIVEL 265.03 m2 AREA CONSTRUIDA EN SEGUNDO NIVEL 315.69 m2 NPT.+2.50 PRIMER NIVEL ESC. : 1: 100 A B C D E F G H I J 1 2 3 4 6 7 5 8 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.+0.00 SUBE SUBE NPT.+1.25 NPT.+1.25 NPT.+0.00 5 BAÑO MUJERES B' B A A' 5 5 PLANTA BAJA PLANTA NIVELES, +1.25 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 7 8 9 12 11 10 C4 C4 9' 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.+1.25 SUBE SUBE 5 5 NPT.+1.25 B PLANTA NIVELES, +0.0 COTAS EN CM ESC: 1 : 75 A B C D E F G H I J 1 2 3 4 6 7 5 8 12 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NPT.+0.00 SUBE SUBE NPT.+1.25 NPT.+1.25 NPT.+0.00 5 BAÑO MUJERES B' B A A' zotano TUBERIA DE COBRE TIPO "M" PARA AGUA FRIA. VALVULA DE COMPUERTA COLUMNA DE AGUA FRIA C.A.F. SIMBOLOS o LOS DIAMETROS SE INDICAN EN mm. NOTAS: 5 5 VER PLANO CS-01 5 5 5 5 5 5 BOMBA HIDRONEUMATICA N+1.25 COCHERA 13d C.A.F.32d BAJA C.A.F.50d 13d 32d C.A.F.32d LLEGA C.A.F.32d 25d 13d 50d 32d 50d 50d 19d 25d 25d 19d 19d A CISTERNA 32d CISTERNA 13d 13d 13d 32d 32d 32d 32d C.A.F.50d LLEGA 32d 32d 25d 25d 32d C.A.F.32d SUBE 13d 13d 13d 45d 19d 19d 25d 32d 32d 50d 50d ISOMETRICO HIDRAULICO Ø50 Ø32 Ø50 Ø50 Ø50 Ø32 Ø50 Ø25 Ø25 Ø13 Ø25 Ø25 Ø19 Ø13 Ø32 Ø32 Ø32 Ø32 Ø32 Ø45 Ø50 Ø25 Ø25 Ø50 Ø19 Ø19 Ø19 Ø13 Ø13 Ø13 Ø19 Ø19 Ø19 Ø13 Ø13 Ø25 Ø25 Ø25 Ø19 Ø13 1 CODOS DE 90º DE \~\H1x;ø\fCentury Gothic|b0|i0|c0|p34;\H1x;32 1 2 CODOS DE 90º DE \~ø25 CODOS DE 90º DE \~ø19 3 CODOS DE 90º DE \~ø13 4 TEE DE \~ø32 TEE DE \~ø25 TEE DE \~ø19 TEE DE \~ø13 5 6 7 8 TEE REDUCCION DE \~ø25 A ø13 9 TEE REDUCCION DE \~ø32 A ø25 10 Ø32 Ø32 Ø19 TEE REDUCCION DE \~ø32 A ø19 11 CODO REDUCCION DE 90º DE \~ø19 A ø13 12 TEE REDUCCION DE \~ø19 A ø13 13 REGISTRO PARA HIDRONEUMATICO 14 CISTERNA 15 A B C D E F G Ø32 H I J K M

Language	Spanish
Drawing Type	Block
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio, Elevator, Car Parking Lot, Garden / Park
Tags	autocad, block, building, drawings, DWG, einrichtungen, electrical, excel, facilities, gas, gesundheit, hydraulic, installation, institute, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, national, package, persons, provision, Sanitary, wasser bestimmung, water