Toilets DWG Block for AutoCAD

Ddiseño of toilets and changing rooms for an elementary school.

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

sport slab, Npt m., Divisions faith, H: m., low wall, Metal handrail fe, High wall, Divisions faith, Metal handrail fe, Gardener, Npt m., Beam projection, Projection of tijeral, scale:, ramp, dais, yard, stairs, plant, women, Ss.hh., mens, Ss.hh., mens, women, Ss.hh., Depost., dressing room, Npt m., mens, Ss.hh., In plan, In plan, Modulo nº administrative area, Technical specifications, Of p.m. Cement, Permissible load of the terrain, Concrete of, Steel splicing, Structural steel fy, Concrete reinforced beams., Overcoming, Concrete, Foundation, Of p.m. Cement, floor, Loads, Of the entire work area., The layer of organic material will be removed, others, Beams cm., Lightened cm., Walls cm., covering, Columns main beams cm., Confinement columns cm., concrete, Foundation, Rsto., Corridos, Foundation, Corridos, Rsto., Rsto., Corridos, Detail, Esc, Columns, Foundation, Rsto., Corridos, Plant foundation sector, Esc, Detail of typical anchorage of columns shoes, Detail of foundation beam, concrete, Shoe, Stuffed with own material, Compacted, Sole, False floor, Rsto., At the ends of each column, Corridas anclan, Stuffed with own material, Compacted, Foundation, Foundation, Corridos, Rsto., Rsto., Corridos, Foundation, address, wait, Secretary, Ss.hh., women, Ss.hh., dressing rooms, Showers, banking, Npt m., Technical specifications, Of p.m. Cement, Permissible load of the terrain, concrete, Steel splicing, Structural steel fy, Concrete reinforced beams., Overcoming, Concrete, Foundation, Of p.m. Cement, floor, Loads, Of the entire work area., The layer of organic material will be removed, others, Beams cm., Lightened cm., Walls cm., covering, Columns main beams cm., Confinement columns cm., concrete, Rsto., Corridos, Detail, Esc, Columns, Plant foundation, Esc, Detail of typical anchorage of columns shoes, concrete, Shoe, Stuffed with own material, Compacted, Sole, False floor, Specified in plan, Foundation, Rsto., Corridos, Foundation, Ss.hh., Rsto., Corridos, Foundation, architectural plant, cut, Esc:, dressing rooms, Showers, banking, Arrives from the main board, Ground, Electric power meter, Wall bracket with focus saver, A double electronic model gadget, Single unipolar single switch, Bipolar switch, Distribution board recessed in with, Cable entries through pipes, Electric pass box f º g º liv., symbol, A simple circular wats artifact, Built-in piping, For outlets, Built-in wall level, For lighting, Type luminaire, banking, To the general collector, Pvc, Long M., Pvc, Long M., Pvc, Long M., Pvc, Long M., C.t., C.f., C. M., Up vent., Water arrives, From t.e. Pvcd, Up tub Ventilation system, Low amount of, Lightened, detail, Yee double of, dental, pharmacy, scale, Low slope, entry, departure, entry, Polished background, Roasted, Half cane log, polished, Roasted, Indicated, box, Total interior of, Polished polished, departure, Frame cover, anchorage, higher, C.f. knitted, lower, C.f. knitted, entry, polished, Roasted, cut, scale, cut, detail, polished, Roasted, box, Total interior of, Polished polished, departure, Frame cover, anchorage, higher, C.f. knitted, lower, C.f. knitted, polished, Roasted, cut, Typical box plant, tube, Coiled to, elevation, detail, scale, Sap, tube., concrete, plant, wire, In each row, From the wall, False columneta, tube, Sap, Details, box, Total interior of, Polished polished, scale, detail, Arrives from dental unit, Simple concrete die, Record cover, variable, your B. Pvc sap, gate valve, Outer gate valve, Esc:, Sink removable bronze grille lid, Threaded registration on the floor, Yee simple, Yee double, Inspection box, Drain pipe network: pvc salt class, Drainage network standard single-ended concrete pipe, Sanitary ventilation network pipe pvc salt class, Trap type, tee, Valve v. Ch, Water network a.f tub: pvc sap class, Valve v. C. Seat bronze pressure, Universal union, Irrigation faucet, water meter, Related searches, Plant sanitary facilities, Plant foundation, Vig., Lightened plant, scale:, Tip, Mts., Detail in, Mts., Union of typical beams, Esc., Detail in, High tank tank, Overloads, Technical specifications, covering, Chunky beams cm, Bevelled beams cm, Columns cm, Slab cm, Anchor, Box of, length, Light beam splicing, No splicing allowed, Upper reinforcement, In a length, Of beam light in, Each side of the column., To the center of, floor, floor, typical of, The temp., Plant structure foundation, scale:, Slab

Raw text data extracted from CAD file:

LOSA DEPORTIVA 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 NPT + 1.02 m. 5 5 5 5 Divisiones fe O 1" h: 0.50 m. Muro Bajo Baranda Metálica fe O 2" h: 1.52 Muro Alto fe O 4" Divisiones fe O 1" Baranda Metálica fe O 2" JARDINERA JARDINERA JARDINERA NPT 0.00 m. + - Proyección de Vigueta fe O 2" Proyección de Tijeral ESCALA: 1/75 S 2-2' S 2-2' RAMPA ESTRADO PATIO ESCALERA PLANTA S 1-1' S 1-1' 5 5 \A1;7.38 \A1;3.44 \A1;0.25 \A1;1.20 \A1;7.00 \A1;1.20 \A1;2.24 \A1;1.20 \A1;12.00 \A1;1.23 \A1;1.23 \A1;5.55 \A1;0.25 \A1;15.00 \A1;0.25 \A1;0.25 \A1;1.36 \A1;1.00 \A1;3.69 MUJERES SS.HH. HOMBRES SS.HH. HOMBRES MUJERES SS.HH. DEPOST. VESTIDOR NPT - 1.60 m. NPT - 1.60 m. NPT - 1.60 m. NPT - 1.60 m. NPT + 0.00 m. - \A1;7.38 \A1;3.44 \A1;0.25 \A1;5.55 \A1;1.20 \A1;0.25 \A1;7.00 \A1;15.00 \A1;1.20 \A1;2.24 \A1;1.20 \A1;0.25 \A1;12.00 \A1;0.25 \A1;1.23 \A1;1.23 \A1;1.36 \A1;1.00 \A1;3.69 \A1;17.90 HOMBRES SS.HH. \A1;0.25 \A1;0.25 \A1;4.00 \A1;0.25 \A1;0.25 \A1;2.83 \A1;2.18 \A1;0.25 \A1;0.83 \A1;.25 \A1;.15 74.28942106047437 74.28942106047437 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 5 5 2 Ø 1/2" 2 Ø 1/2" 0.25 0.1499999999999773 2 Ø 3/8" 2 Ø 3/8" \A1;.25 \A1;.40 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.45 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.30 \A1;ESPECIFICADO EN PLANTA \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.25 \A1;0.80 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.45 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.30 \A1;ESPECIFICADO EN PLANTA \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.21 \A1;3.21 \A1;6.41 \A1;1.95 \A1;1.95 \A1;3.90 \A1;7.80 MODULO Nº 3 - AREA ADMINISTRATIVA ESPECIFICACIONES TECNICAS 1:8 + 25% de P.M. Cemento MS Carga Admisible del Terreno : 0.79 Kg/cm² Concreto f´c = 175 K/cm² (vigas de cimentacion) Empalme de acero = 36 d Acero Estructural fy = 4,200 K/cm² CONCRETO ARMADO ( vigas. columnas, losas) SOBRECIMIENTO Concreto ciclopeo : cemento + hormigón Concreto ciclopeo : cemento + hormigón CIMENTACION 1:10 + 30% de P.M. Cemento MS 1er Piso : 300 Kg/cm² CARGAS existente de toda el área de trabajo. Se eliminará la capa de material orgánico OTROS Vigas : 3 cm. Aligerados : 2 cm. Muros : 2 cm. RECUBRIMIENTO Columnas y vigas principales : 3 cm. Columnas de confinamiento : 3 cm. Concreto f´c = 210 K/cm² -9130221.466904415 -9130221.466904415 -9130221.466904415 Cimiento C:H::1:10+30%P.G. -9130221.466904415 NFC= - 0.90 -9130221.466904415 NPT=+0.30 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos \A1;0.60 Cimiento C:H::1:10+30%P.G. Sobre-Cimiento NFC= - 0.90 NPT=+0.30 f'c= 175 kg/cm2 4 ø 3/8" Corridos Rsto. @ .20 , C/Extremo ø 1/4" 1 @ .05 , 5 @ .10 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 f'c= 175 kg/cm2 NPT=+0.30 -9130221.466904415 -9130221.466904415 Sobre-Cimiento -9130221.466904415 -9130221.466904415 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos DETALLE CIMENTACION CORRIDA ESC : 1/25 5-5 6-6 4-4 4 d 5/8" C-2 0.25 x 0.25 b x h s A 0.25 x 0.40 4 d 5/8" +2d 1/2" d3/8" C-1 d3/8" d1/4" 4 d 3/8" 0.15 x 0.25 C-3 1@.05,4@.10 resto@.25 c/e COLUMNAS 1@.05,4 @.10 resto@.25 c/e 1@.05,4@.10 resto@.20 c/e -9130221.466904415 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 NPT=+0.30 -9130221.466904415 -9130221.466904415 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos 5'-5' PLANTA CIMENTACION SECTOR 03 -9130221.466904415 -9130221.466904415 ESC : 1/25 DETALLE DE ANCLAJE TIPICO DE COLUMNAS Y ZAPATAS DETALLE DE VIGA DE CIMENTACION VC-1 (0.25 X 0.45) concreto f'c= 210 kg/cm2 NPT=+0.30 NFZ= -1.30 ZAPATA VC-1 Relleno con material propio compactado (e=4") Solado (e=4") Falso piso (e=4") -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 Rsto. @ .20 , C/Extremo ø 3/8" 1 @ .05 en Extremos de cada Columna 4 ø 3/4"+ 2ø 1/2" Corridos Anclan NPT=+0.30 Relleno com material propio compactado (e=4") 4Ø 3/4 2Ø 1/2 -9130221.466904415 -9130221.466904415 \A1;0.25 -9130221.466904415 -9130221.466904415 \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 \A1;0.60 Cimiento C:H::1:10+30%P.G. Sobre-Cimiento NFC= - 0.90 NPT=+0.30 f'c= 175 kg/cm2 4 ø 3/8" Corridos Rsto. @ .20 , C/Extremo ø 1/4" 1 @ .05 , 5 @ .10 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 f'c= 175 kg/cm2 NPT=+0.30 -9130221.466904415 -9130221.466904415 Sobre-Cimiento -9130221.466904415 -9130221.466904415 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos 8'-8' 8-8 \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 A C.2 C.2 C.2 C.2 C.2 C.2 C.2 C.2 B C 1 2 3 4 C.3 C.3 C.3 C.3 C.3 C.3 C.3 C.3 4 4 4 4 4 4 4 4 4 4 8 8 8 8 4 4 6 6 6 6 6 6 6 6 8' 8' VC-1 (0.25 x 0.45) VC-1 (0.25 x 0.45) d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 DIRECCION ESPERA SECRETARIA SS.HH. SS.HH. Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 C.3 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;16.81 \A1;3.75 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;.25 \A1;.25 \A1;3.75 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;16.80 \A1;0.90 \A1;0.25 \A1;3.05 \A1;0.25 \A1;0.90 \A1;3.05 \A1;0.25 \A1;3.05 \A1;0.90 \A1;0.25 \A1;0.90 \A1;3.05 \A1;0.25 \A1;0.25 \A1;3.50 \A1;0.25 \A1;0.25 \A1;3.50 \A1;0.25 \A1;0.25 \A1;0.44 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.24 \A1;1.23 \A1;1.22 \A1;1.50 \A1;17.05 \A1;0.80 \A1;0.13 \A1;0.90 \A1;0.13 \A1;0.90 \A1;0.18 \A1;0.80 \A1;0.13 \A1;0.90 \A1;0.13 \A1;0.90 \A1;0.18 \A1;1.22 \A1;1.23 \A1;1.50 \A1;1.22 \A1;1.23 \A1;1.50 \A1;1.22 \A1;1.23 \A1;1.50 \A1;4.32 \A1;4.32 \A1;4.20 \A1;4.20 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.89 \A1;0.89 \A1;0.05 \A1;.20 \A1;2.00 \A1;2.80 \A1;17.05 \A1;.50 \A1;2.10 \A1;.60 M h=variable h=variable h=variable h=variable h=variable h=variable \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;16.81 \A1;3.75 \A1;.80 \A1;.60 \A1;.95 \A1;1.10 \A1;1.10 \A1;.95 \A1;.80 \A1;.60 \A1;1.10 \A1;1.10 \A1;0.25 \A1;X \A1;X \A1;X \A1;X \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.20 \A1;0.20 5 5 5 5 5 5 5 5 5 MUJERES SS.HH. VESTIDORES VESTIDORES DUCHAS DUCHAS BANCA BANCA NPT + 0.15 m. NPT + 0.15 m. NPT + 0.15 m. NPT + 0.15 m. ESPECIFICACIONES TECNICAS 1:8 + 25% de P.M. Cemento MS Carga Admisible del Terreno : 0.79 Kg/cm² Concreto f´c = 175 K/cm² Empalme de acero = 36 d Acero Estructural fy = 4,200 K/cm² CONCRETO ARMADO ( vigas. columnas, losas) SOBRECIMIENTO Concreto ciclopeo : cemento + hormigón Concreto ciclopeo : cemento + hormigón CIMENTACION 1:10 + 30% de P.M. Cemento MS 1er Piso : 300 Kg/cm² CARGAS existente de toda el área de trabajo. Se eliminará la capa de material orgánico OTROS Vigas : 3 cm. Aligerados : 2 cm. Muros : 2 cm. RECUBRIMIENTO Columnas y vigas principales : 3 cm. Columnas de confinamiento : 3 cm. Concreto f´c = 210 K/cm² 0.15 f'c= 175 kg/cm2 NPT=+0.30 0.80 5 Sobre-Cimiento 0.15 0.15 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos DETALLE CIMENTACION CORRIDA ESC : 1/25 1-1 4 d 1/2" C-1 0.25 x 0.25 b x h s A d3/8" d1/4" 4 d 3/8" 0.15 x 0.25 C-2 COLUMNAS 1@.05,4 @.10 resto@.25 c/e 1@.05,4@.10 resto@.20 c/e PLANTA CIMENTACION ESC : 1/25 DETALLE DE ANCLAJE TIPICO DE COLUMNAS Y ZAPATAS concreto f'c= 175 kg/cm2 NPT=+0.30 NFZ= -1.30 ZAPATA VC-1 Relleno con material propio compactado (e=4") Solado (e=4") Falso piso (e=4") 0.60 0.45 0.10 0.15 0.30 0.30 ESPECIFICADO EN PLANTA 0.25 0.10 0.15 5 \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 0.15 f'c= 175 kg/cm2 NPT=+0.30 0.80 5 Sobre-Cimiento 0.15 0.15 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos 2-2 \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m 1 2 A B C D E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 2 2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 C.1 C.1 C.1 C.1 C.1 C-1 C.1 C.1 C.2 C.2 C-2 2 2 2 2 2 2 2 2 5 SS.HH. SS.HH. SS.HH. SS.HH. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 0.15 f'c= 175 kg/cm2 NPT=+0.30 0.80 5 Sobre-Cimiento 0.15 0.15 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos 1´-1´ \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 C.1 C.1 C.2 1 2 5 D E 5 5 5 5 5 PLANTA ARQUITECTONICA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P=0.70x2.10 P=0.70x2.10 P=0.70x2.10 P=0.70x2.00 P=0.70x2.00 P=0.70x2.10 P=0.70x2.10 P=0.70x2.10 P=0.70x2.00 P=0.70x2.00 P=0.70x2.60 P=0.70x2.10 P=0.70x2.10 0.30 1.80 1.10 V 5 5 5 5 5 5 5 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.30 1.80 1.10 V 5 5 5 0.30 1.80 1.10 V 5 5 5 0.30 1.80 1.10 V 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 5 5 CORTE A-A ESC: 1/50 5 5 5 P=0.90x2.60 P=0.90x2.60 P=0.90x2.60 P=0.90x2.60 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 5 VESTIDORES DUCHAS BANCA 2S 2S 2S 2S S-Tx Llega del Tablero Principal Puesta a Tierra KW Medidor de Energía Eléctrica Braquete de pared con foco ahorrador de 24 W D E S C R I P C I O N L E Y E N D A Un artefacto doble modelo T8 de 36 c/balasto electronico S S a,b Interruptor unipolar simple Interruptor bipolar Tablero de distribución empotrado en pared, con entradas de cables mediante tuberías Caja de pase Eléctrica Fº Gº LIV. SIMBOLO TG Un artefacto simple modelo circular de 32 Wats Tuberia empotrada a nivel de piso y pared para tomacorrientes Tuberia empotrada a nivel de techo y pared para alumbrado luminaria tipo J luminaria tipo M BANCA Al colector general S = 1 % Ø 4" PVC Long. = 4.00 m. S = 1 % Ø 4" PVC Long. = 3.49 m. S = 1 % Ø 4" PVC Long. = 3.64 m. S = 1 % Ø 4" PVC Long. = 3.25 m. C.T. = + 0.00 C.F. = - 0.78 - C.R. = 0.30 x 0.60 m. 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" R-4" 4" 4" R-4" 4" R-4" 4" R-4" 4" R-4" 4" R-4" 4" R-4" 4" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" Ø 1/2" Ø 1/2" LLEGA AGUA DE T.E. PVCd 3/4" Sube Tub. de Ventilacion de 2" Baja Montante de 2" Aligerado DETALLE Nº1 Yee doble de d2" DENTAL FARMACIA A A B B ESCALA : 1/20 BAJA PENDIENTE INGRESO INGRESO INGRESO SALIDA INGRESO (MEDIA CAÑA) PULIDO FONDO TARRAJEADO Y REGISTRO MEDIA CAÑA Y PULIDO TARRAJEADO d indicada LA CAJA TOTAL INTERIOR DE TARRAJEADO Y PULIDO SALIDA C° 10"x20" TAPA Y MARCO DE ANCLAJE MAS ALTO C.F. DE PUNTO MAS BAJO C.F. DE PUNTO INGRESO Y PULIDO TARRAJEADO S = 1% S = 1% S = 1% d3/8 @0.25 CORTE B-B ESCALA : 1/20 CORTE A-A DETALLE N° 3 h=variable h=variable h=variable Y PULIDO TARRAJEADO LA CAJA TOTAL INTERIOR DE TARRAJEADO Y PULIDO SALIDA C° 10"x20" TAPA Y MARCO DE ANCLAJE MAS ALTO C.F. DE PUNTO MAS BAJO C.F. DE PUNTO Y PULIDO TARRAJEADO S = 1% d3/8 @0.25 CORTE B-B CORTE A-A h=variable h=variable h=variable PLANTA TIPICA DE CAJA TUBO PVC- ENROLLADO AL ELEVACION DETALLE N° 2 ESCALA : 1/12.5 SAP d INDICADA" TUBO. CONCRETO f'c=140kg/cm2 PLANTA ALAMBRE N°16 2 ALAMBRESd1/4"x L=.50 EN CADA HILADA DEL MURO FALSA COLUMNETA TUBO PVC- SAP d INDICADA" DETALLES S = 1% S = 1% LA CAJA TOTAL INTERIOR DE TARRAJEADO Y PULIDO ESCALA : 1/20 DETALLE N° 4 Llega de unidad dental d2" DADO DE CONCRETO SIMPLE TAPA REGISTRO 6" \A1;h variable TUB. PVC SAP - TUB. PVC SAP - 6" VALVULA COMPUERTA - VALVULA DE COMPUERTA EXTERIOR ESC: 1/12.5 d d SUMIDERO ( TAPA TIPO REJILLA DE BRONCE REMOVIBLE ) REGISTRO ROSCADO EN EL PISO YEE SIMPLE YEE DOBLE CAJA DE INSPECCION RED DE DESAGUE - D ( TUBERIA: PVC - SAL CLASE 10 ) RED DE DESAGUE - D ( TUBERIA DE CONCRETO SIMPLE NORMALIZADO ) RED DE VENTILACION SANITARIA ( TUBERIA PVC - SAL - CLASE 10 ) TRAMPA TIPO " P " TEE D E S A G U E : VALVULA CHECK ( V. CH ) RED DE AGUA A.F ( TUB: PVC - SAP CLASE 10 - ROSCADO) VALVULA COMPUERTA - V.C. ( ASIENTO BRONCE 125 lbs/pulg2 DE PRESION UNION UNIVERSAL GRIFO DE RIEGO MEDIDOR DE AGUA A G U A M \LL E Y E N D A PLANTA INSTALACIONES ELECTRICAS PLANTA INSTALACIONES SANITARIAS PLANTA CIMENTACION 1 2 A B C D E 5 5 5 5 5 C.1 C.1 C.1 C.1 C.1 C-1 C.1 C.1 C.2 C.2 C-2 5 C.1 C.1 C.2 V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-102 (25 x 30) V-102 (25 x 30) V-102 (25 x 30) V-102 (25 x 30) V-102 (25 x 30) 1ø 3/8" 5 5 5 5 1ø 3/8" 1ø 3/8" 1ø 3/8" 1ø 3/8" 5 5 1ø 3/8" 1ø 3/8" 1ø 3/8" 5 5 5 5 1ø 3/8" A1 9 vig. PLANTA ALIGERADO ESCALA: 1/50 0.25 TIP TIP 0.40 mts. 3/4" DETALLE EN "L" (PLANTA) 3/8" X X d 5/8" 1/2" X X 0.30 mts. 0.25 mts. 0.20 mts. X UNION DE VIGAS TIPICAS ESC. 1/25 5 5 DETALLE EN "T" (PLANTA) - Cisterna y Tanque Elevado : 1.- SOBRECARGAS : ESPECIFICACIONES TECNICAS 2.- RECUBRIMIENTO : - Vigas chatas : 2.00 cm - Vigas Peraltadas : 4.00 cm - Columnas : 2.00 cm - Losa : 2.00 cm - s/c = 200 kg/cm2 DE ANCLAJE 0.25 0.30 L cm CUADRO DE LONGITUD 0.35 1/4" 3/8" d 1/2" EMPALME DE VIGA Y ALIGERADO NO SE PERMITIRA EMPALMES DE REFUERZO SUPERIOR (NEGATIVO) EN UNA LONGITUD DE 1/3 DE LUZ DE LA VIGA EN CADA CARA DE LA COLUMNA. L cm d L 3/8" 0.40 0.50 1/2" (barras al centro de las paredes) 1º, 2º y 3º PISO - s/c = 150 kg/cm2 4º PISO 5 5 5 5 5 5 5 5 5 5 \LDETALLE TÍPICO DE ALIGERADO\l \H0.4x;ESCALA 1 : 25 As temp. Ø 1/4" @ 0.25 PLANTA ESTRUCTURA CIMENTACION ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 C LOSA DEPORTIVA 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 5 5 5 5 NPT + 1.02 m. 5 5 5 5 Divisiones fe O 1" h: 0.50 m. Muro Bajo Baranda Metálica fe O 2" h: 1.52 Muro Alto fe O 4" Divisiones fe O 1" Baranda Metálica fe O 2" JARDINERA JARDINERA JARDINERA NPT 0.00 m. + - Proyección de Vigueta fe O 2" Proyección de Tijeral ESCALA: 1/75 S 2-2' S 2-2' RAMPA ESTRADO PATIO ESCALERA PLANTA S 1-1' S 1-1' 5 5 \A1;7.38 \A1;3.44 \A1;0.25 \A1;1.20 \A1;7.00 \A1;1.20 \A1;2.24 \A1;1.20 \A1;12.00 \A1;1.23 \A1;1.23 \A1;5.55 \A1;0.25 \A1;15.00 \A1;0.25 \A1;0.25 \A1;1.36 \A1;1.00 \A1;3.69 MUJERES SS.HH. HOMBRES SS.HH. HOMBRES MUJERES SS.HH. DEPOST. VESTIDOR NPT - 1.60 m. NPT - 1.60 m. NPT - 1.60 m. NPT - 1.60 m. NPT + 0.00 m. - \A1;7.38 \A1;3.44 \A1;0.25 \A1;5.55 \A1;1.20 \A1;0.25 \A1;7.00 \A1;15.00 \A1;1.20 \A1;2.24 \A1;1.20 \A1;0.25 \A1;12.00 \A1;0.25 \A1;1.23 \A1;1.23 \A1;1.36 \A1;1.00 \A1;3.69 \A1;17.90 HOMBRES SS.HH. \A1;0.25 \A1;0.25 \A1;4.00 \A1;0.25 \A1;0.25 \A1;2.83 \A1;2.18 \A1;0.25 \A1;0.83 \A1;.25 \A1;.15 74.28942106047437 74.28942106047437 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" 5 5 2 Ø 1/2" 2 Ø 1/2" 0.25 0.1499999999999773 2 Ø 3/8" 2 Ø 3/8" \A1;.25 \A1;.40 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.45 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.30 \A1;ESPECIFICADO EN PLANTA \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.20 \A1;0.30 \A1;0.70 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.80 \A1;0.15 \A1;0.15 \A1;0.90 \A1;0.25 \A1;0.80 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.60 \A1;0.45 \A1;0.10 \A1;0.15 \A1;0.30 \A1;0.30 \A1;ESPECIFICADO EN PLANTA \A1;0.25 \A1;0.10 \A1;0.15 \A1;0.45 \A1;0.15 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.15 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;3.21 \A1;3.21 \A1;6.41 \A1;1.95 \A1;1.95 \A1;3.90 \A1;7.80 MODULO Nº 3 - AREA ADMINISTRATIVA ESPECIFICACIONES TECNICAS 1:8 + 25% de P.M. Cemento MS Carga Admisible del Terreno : 0.79 Kg/cm² Concreto f´c = 175 K/cm² (vigas de cimentacion) Empalme de acero = 36 d Acero Estructural fy = 4,200 K/cm² CONCRETO ARMADO ( vigas. columnas, losas) SOBRECIMIENTO Concreto ciclopeo : cemento + hormigón Concreto ciclopeo : cemento + hormigón CIMENTACION 1:10 + 30% de P.M. Cemento MS 1er Piso : 300 Kg/cm² CARGAS existente de toda el área de trabajo. Se eliminará la capa de material orgánico OTROS Vigas : 3 cm. Aligerados : 2 cm. Muros : 2 cm. RECUBRIMIENTO Columnas y vigas principales : 3 cm. Columnas de confinamiento : 3 cm. Concreto f´c = 210 K/cm² -9130221.466904415 -9130221.466904415 -9130221.466904415 Cimiento C:H::1:10+30%P.G. -9130221.466904415 NFC= - 0.90 -9130221.466904415 NPT=+0.30 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos \A1;0.60 Cimiento C:H::1:10+30%P.G. Sobre-Cimiento NFC= - 0.90 NPT=+0.30 f'c= 175 kg/cm2 4 ø 3/8" Corridos Rsto. @ .20 , C/Extremo ø 1/4" 1 @ .05 , 5 @ .10 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 f'c= 175 kg/cm2 NPT=+0.30 -9130221.466904415 -9130221.466904415 Sobre-Cimiento -9130221.466904415 -9130221.466904415 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos DETALLE CIMENTACION CORRIDA ESC : 1/25 5-5 6-6 4-4 4 d 5/8" C-2 0.25 x 0.25 b x h s A 0.25 x 0.40 4 d 5/8" +2d 1/2" d3/8" C-1 d3/8" d1/4" 4 d 3/8" 0.15 x 0.25 C-3 1@.05,4@.10 resto@.25 c/e COLUMNAS 1@.05,4 @.10 resto@.25 c/e 1@.05,4@.10 resto@.20 c/e -9130221.466904415 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 NPT=+0.30 -9130221.466904415 -9130221.466904415 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos 5'-5' PLANTA CIMENTACION SECTOR 03 -9130221.466904415 -9130221.466904415 ESC : 1/25 DETALLE DE ANCLAJE TIPICO DE COLUMNAS Y ZAPATAS DETALLE DE VIGA DE CIMENTACION VC-1 (0.25 X 0.45) concreto f'c= 210 kg/cm2 NPT=+0.30 NFZ= -1.30 ZAPATA VC-1 Relleno con material propio compactado (e=4") Solado (e=4") Falso piso (e=4") -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 Rsto. @ .20 , C/Extremo ø 3/8" 1 @ .05 en Extremos de cada Columna 4 ø 3/4"+ 2ø 1/2" Corridos Anclan NPT=+0.30 Relleno com material propio compactado (e=4") 4Ø 3/4 2Ø 1/2 -9130221.466904415 -9130221.466904415 \A1;0.25 -9130221.466904415 -9130221.466904415 \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 \A1;0.60 Cimiento C:H::1:10+30%P.G. Sobre-Cimiento NFC= - 0.90 NPT=+0.30 f'c= 175 kg/cm2 4 ø 3/8" Corridos Rsto. @ .20 , C/Extremo ø 1/4" 1 @ .05 , 5 @ .10 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 f'c= 175 kg/cm2 NPT=+0.30 -9130221.466904415 -9130221.466904415 Sobre-Cimiento -9130221.466904415 -9130221.466904415 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos 8'-8' 8-8 \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 A C.2 C.2 C.2 C.2 C.2 C.2 C.2 C.2 B C 1 2 3 4 C.3 C.3 C.3 C.3 C.3 C.3 C.3 C.3 4 4 4 4 4 4 4 4 4 4 8 8 8 8 4 4 6 6 6 6 6 6 6 6 8' 8' VC-1 (0.25 x 0.45) VC-1 (0.25 x 0.45) d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m d 5/8"@ 0.20m -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 DIRECCION ESPERA SECRETARIA SS.HH. SS.HH. Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 C.3 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 -9130221.466904415 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;16.81 \A1;3.75 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;0.80 \A1;0.25 \A1;0.15 \A1;0.15 \A1;0.15 \A1;.25 \A1;.25 \A1;3.75 \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;16.80 \A1;0.90 \A1;0.25 \A1;3.05 \A1;0.25 \A1;0.90 \A1;3.05 \A1;0.25 \A1;3.05 \A1;0.90 \A1;0.25 \A1;0.90 \A1;3.05 \A1;0.25 \A1;0.25 \A1;3.50 \A1;0.25 \A1;0.25 \A1;3.50 \A1;0.25 \A1;0.25 \A1;0.44 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.24 \A1;1.23 \A1;1.22 \A1;1.50 \A1;17.05 \A1;0.80 \A1;0.13 \A1;0.90 \A1;0.13 \A1;0.90 \A1;0.18 \A1;0.80 \A1;0.13 \A1;0.90 \A1;0.13 \A1;0.90 \A1;0.18 \A1;1.22 \A1;1.23 \A1;1.50 \A1;1.22 \A1;1.23 \A1;1.50 \A1;1.22 \A1;1.23 \A1;1.50 \A1;4.32 \A1;4.32 \A1;4.20 \A1;4.20 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.30 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.50 \A1;0.50 \A1;0.89 \A1;0.89 \A1;0.05 \A1;.20 \A1;2.00 \A1;2.80 \A1;17.05 \A1;.50 \A1;2.10 \A1;.60 M h=variable h=variable h=variable h=variable h=variable h=variable \A1;4.20 \A1;4.20 \A1;4.20 \A1;4.20 \A1;16.81 \A1;3.75 \A1;.80 \A1;.60 \A1;.95 \A1;1.10 \A1;1.10 \A1;.95 \A1;.80 \A1;.60 \A1;1.10 \A1;1.10 \A1;0.25 \A1;X \A1;X \A1;X \A1;X \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.05 \A1;0.15 \A1;0.20 \A1;0.20 5 5 5 5 5 5 5 5 5 MUJERES SS.HH. VESTIDORES VESTIDORES DUCHAS DUCHAS BANCA BANCA NPT + 0.15 m. NPT + 0.15 m. NPT + 0.15 m. NPT + 0.15 m. ESPECIFICACIONES TECNICAS 1:8 + 25% de P.M. Cemento MS Carga Admisible del Terreno : 0.79 Kg/cm² Concreto f´c = 175 K/cm² Empalme de acero = 36 d Acero Estructural fy = 4,200 K/cm² CONCRETO ARMADO ( vigas. columnas, losas) SOBRECIMIENTO Concreto ciclopeo : cemento + hormigón Concreto ciclopeo : cemento + hormigón CIMENTACION 1:10 + 30% de P.M. Cemento MS 1er Piso : 300 Kg/cm² CARGAS existente de toda el área de trabajo. Se eliminará la capa de material orgánico OTROS Vigas : 3 cm. Aligerados : 2 cm. Muros : 2 cm. RECUBRIMIENTO Columnas y vigas principales : 3 cm. Columnas de confinamiento : 3 cm. Concreto f´c = 210 K/cm² 0.15 f'c= 175 kg/cm2 NPT=+0.30 0.80 5 Sobre-Cimiento 0.15 0.15 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos DETALLE CIMENTACION CORRIDA ESC : 1/25 1-1 4 d 1/2" C-1 0.25 x 0.25 b x h s A d3/8" d1/4" 4 d 3/8" 0.15 x 0.25 C-2 COLUMNAS 1@.05,4 @.10 resto@.25 c/e 1@.05,4@.10 resto@.20 c/e PLANTA CIMENTACION ESC : 1/25 DETALLE DE ANCLAJE TIPICO DE COLUMNAS Y ZAPATAS concreto f'c= 175 kg/cm2 NPT=+0.30 NFZ= -1.30 ZAPATA VC-1 Relleno con material propio compactado (e=4") Solado (e=4") Falso piso (e=4") 0.60 0.45 0.10 0.15 0.30 0.30 ESPECIFICADO EN PLANTA 0.25 0.10 0.15 5 \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 0.15 f'c= 175 kg/cm2 NPT=+0.30 0.80 5 Sobre-Cimiento 0.15 0.15 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos 2-2 \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m d 1/2"@ 0.20m 1 2 A B C D E 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 5 5 5 5 5 2 2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 C.1 C.1 C.1 C.1 C.1 C-1 C.1 C.1 C.2 C.2 C-2 2 2 2 2 2 2 2 2 5 SS.HH. SS.HH. SS.HH. SS.HH. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 0.15 f'c= 175 kg/cm2 NPT=+0.30 0.80 5 Sobre-Cimiento 0.15 0.15 ø 1/4" 1 @ .05 , 5 @ .10 Rsto. @ .20 , C/Extremo 4 ø 3/8" Corridos 1´-1´ \A1;0.60 Cimiento C:H::1:10+30%P.G. NFC= - 0.90 C.1 C.1 C.2 1 2 5 D E 5 5 5 5 5 PLANTA ARQUITECTONICA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P=0.70x2.10 P=0.70x2.10 P=0.70x2.10 P=0.70x2.00 P=0.70x2.00 P=0.70x2.10 P=0.70x2.10 P=0.70x2.10 P=0.70x2.00 P=0.70x2.00 P=0.70x2.60 P=0.70x2.10 P=0.70x2.10 0.30 1.80 1.10 V 5 5 5 5 5 5 5 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.30 1.80 1.10 V 5 5 5 0.30 1.80 1.10 V 5 5 5 0.30 1.80 1.10 V 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 5 5 5 5 5 5 CORTE A-A ESC: 1/50 5 5 5 P=0.90x2.60 P=0.90x2.60 P=0.90x2.60 P=0.90x2.60 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 0.30 1.80 1.10 V 5 VESTIDORES DUCHAS BANCA 2S 2S 2S 2S S-Tx Llega del Tablero Principal Puesta a Tierra KW Medidor de Energía Eléctrica Braquete de pared con foco ahorrador de 24 W D E S C R I P C I O N L E Y E N D A Un artefacto doble modelo T8 de 36 c/balasto electronico S S a,b Interruptor unipolar simple Interruptor bipolar Tablero de distribución empotrado en pared, con entradas de cables mediante tuberías Caja de pase Eléctrica Fº Gº LIV. SIMBOLO TG Un artefacto simple modelo circular de 32 Wats Tuberia empotrada a nivel de piso y pared para tomacorrientes Tuberia empotrada a nivel de techo y pared para alumbrado luminaria tipo J luminaria tipo M BANCA Al colector general S = 1 % Ø 4" PVC Long. = 4.00 m. S = 1 % Ø 4" PVC Long. = 3.49 m. S = 1 % Ø 4" PVC Long. = 3.64 m. S = 1 % Ø 4" PVC Long. = 3.25 m. C.T. = + 0.00 C.F. = - 0.78 - C.R. = 0.30 x 0.60 m. 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" R-4" 4" 4" R-4" 4" R-4" 4" R-4" 4" R-4" 4" R-4" 4" R-4" 4" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" SUBE VENT. 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" Ø 1/2" Ø 1/2" LLEGA AGUA DE T.E. PVCd 3/4" Sube Tub. de Ventilacion de 2" Baja Montante de 2" Aligerado DETALLE Nº1 Yee doble de d2" DENTAL FARMACIA A A B B ESCALA : 1/20 BAJA PENDIENTE INGRESO INGRESO INGRESO SALIDA INGRESO (MEDIA CAÑA) PULIDO FONDO TARRAJEADO Y REGISTRO MEDIA CAÑA Y PULIDO TARRAJEADO d indicada LA CAJA TOTAL INTERIOR DE TARRAJEADO Y PULIDO SALIDA C° 10"x20" TAPA Y MARCO DE ANCLAJE MAS ALTO C.F. DE PUNTO MAS BAJO C.F. DE PUNTO INGRESO Y PULIDO TARRAJEADO S = 1% S = 1% S = 1% d3/8 @0.25 CORTE B-B ESCALA : 1/20 CORTE A-A DETALLE N° 3 h=variable h=variable h=variable Y PULIDO TARRAJEADO LA CAJA TOTAL INTERIOR DE TARRAJEADO Y PULIDO SALIDA C° 10"x20" TAPA Y MARCO DE ANCLAJE MAS ALTO C.F. DE PUNTO MAS BAJO C.F. DE PUNTO Y PULIDO TARRAJEADO S = 1% d3/8 @0.25 CORTE B-B CORTE A-A h=variable h=variable h=variable PLANTA TIPICA DE CAJA TUBO PVC- ENROLLADO AL ELEVACION DETALLE N° 2 ESCALA : 1/12.5 SAP d INDICADA" TUBO. CONCRETO f'c=140kg/cm2 PLANTA ALAMBRE N°16 2 ALAMBRESd1/4"x L=.50 EN CADA HILADA DEL MURO FALSA COLUMNETA TUBO PVC- SAP d INDICADA" DETALLES S = 1% S = 1% LA CAJA TOTAL INTERIOR DE TARRAJEADO Y PULIDO ESCALA : 1/20 DETALLE N° 4 Llega de unidad dental d2" DADO DE CONCRETO SIMPLE TAPA REGISTRO 6" \A1;h variable TUB. PVC SAP - TUB. PVC SAP - 6" VALVULA COMPUERTA - VALVULA DE COMPUERTA EXTERIOR ESC: 1/12.5 d d SUMIDERO ( TAPA TIPO REJILLA DE BRONCE REMOVIBLE ) REGISTRO ROSCADO EN EL PISO YEE SIMPLE YEE DOBLE CAJA DE INSPECCION RED DE DESAGUE - D ( TUBERIA: PVC - SAL CLASE 10 ) RED DE DESAGUE - D ( TUBERIA DE CONCRETO SIMPLE NORMALIZADO ) RED DE VENTILACION SANITARIA ( TUBERIA PVC - SAL - CLASE 10 ) TRAMPA TIPO " P " TEE D E S A G U E : VALVULA CHECK ( V. CH ) RED DE AGUA A.F ( TUB: PVC - SAP CLASE 10 - ROSCADO) VALVULA COMPUERTA - V.C. ( ASIENTO BRONCE 125 lbs/pulg2 DE PRESION UNION UNIVERSAL GRIFO DE RIEGO MEDIDOR DE AGUA A G U A M \LL E Y E N D A PLANTA INSTALACIONES ELECTRICAS PLANTA INSTALACIONES SANITARIAS PLANTA CIMENTACION 1 2 A B C D E 5 5 5 5 5 C.1 C.1 C.1 C.1 C.1 C-1 C.1 C.1 C.2 C.2 C-2 5 C.1 C.1 C.2 V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-101 (25 x 30) V-102 (25 x 30) V-102 (25 x 30) V-102 (25 x 30) V-102 (25 x 30) V-102 (25 x 30) 1ø 3/8" 5 5 5 5 1ø 3/8" 1ø 3/8" 1ø 3/8" 1ø 3/8" 5 5 1ø 3/8" 1ø 3/8" 1ø 3/8" 5 5 5 5 1ø 3/8" A1 9 vig. PLANTA ALIGERADO ESCALA: 1/50 0.25 TIP TIP 0.40 mts. 3/4" DETALLE EN "L" (PLANTA) 3/8" X X d 5/8" 1/2" X X 0.30 mts. 0.25 mts. 0.20 mts. X UNION DE VIGAS TIPICAS ESC. 1/25 5 5 DETALLE EN "T" (PLANTA) - Cisterna y Tanque Elevado : 1.- SOBRECARGAS : ESPECIFICACIONES TECNICAS 2.- RECUBRIMIENTO : - Vigas chatas : 2.00 cm - Vigas Peraltadas : 4.00 cm - Columnas : 2.00 cm - Losa : 2.00 cm - s/c = 200 kg/cm2 DE ANCLAJE 0.25 0.30 L cm CUADRO DE LONGITUD 0.35 1/4" 3/8" d 1/2" EMPALME DE VIGA Y ALIGERADO NO SE PERMITIRA EMPALMES DE REFUERZO SUPERIOR (NEGATIVO) EN UNA LONGITUD DE 1/3 DE LUZ DE LA VIGA EN CADA CARA DE LA COLUMNA. L cm d L 3/8" 0.40 0.50 1/2" (barras al centro de las paredes) 1º, 2º y 3º PISO - s/c = 150 kg/cm2 4º PISO 5 5 5 5 5 5 5 5 5 5 \LDETALLE TÍPICO DE ALIGERADO\l \H0.4x;ESCALA 1 : 25 As temp. Ø 1/4" @ 0.25 PLANTA ESTRUCTURA CIMENTACION ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 ESCALA: 1/50 C

Language	Spanish
Drawing Type	Block
Category	Bathroom, Plumbing & Pipe Fittings
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features	Deck / Patio, Car Parking Lot, Garden / Park
Tags	autocad, bad, bathroom, block, casa de banho, changing, chuveiro, DWG, elementary, lavabo, lavatório, locker, restrooms, rooms, salle de bains, school, toilet, toilets, waschbecken, washbasin, WC