Civic Center DWG Section for AutoCAD

Civic Center DWG Section for AutoCAD

Civic Center – plants – sections – views

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

cement floor rubbed, ss.hh males, ss.hh ladies, municipal management, council room, secretary, city hall, municipal environmental commission, works management, municipal council, waiting room, distr. jesus, library, imformes, warehouse, administration and finance office, head office, tax administration office, sub management of social development, civil registry, multipurpose room, sub management of works, general secretary, ladies camerin, camerin males, logistics , opi, commission of aldermen, council of local district coordinators, prolongation av. the Incas, jr. victor coins, calle las palmeras, calle f. gonzales, nazareno, peru, ayacucho, cafeteria, terrace, children’s play center, amphitheater, sports area, picnic, metal railings, neoprene continuous support, alveolar plate, protruding abutments, continuous mesh, negative forged armor, jacena jp, beam i, viewpoint, square, water games, main, bedroom, cuts :, elevation, roofs, aa, front, side, bb, finance headquarters, water mirror section, more anticorrosive paint, metal pole, hot dip galvanizing, base of metal post, floor level, existing luminaire, park seat, lighting post, cc, furniture legend, masonry, all wall masonry units are manufactured with the minimum dimensions indicated in this plan. may be of concrete, clay or silicate calcareo, must be classified as a minimum in type i of the corresponding norm itintec, mortar:, detail of lightened, joist, detail of steel, concrete, steel, or ‘equivalent, metal rope, connectors: bolts, length with head, general notes :, foundation :, lightened slab., cement kg, river sand kg, river gravel kg, water kg, rib of mezzanine, roof rib, welding will be gas joint parallel stop, bar size, minimum diameter for bends for stirrups and rings, material specifications, minimum bending radius, general specifications, minimum diameter, hook diameter, intermediate grade steel, minimum bending radius, overlap length , not recommendable, better soldadas, headship administration, administration, singing workshop, computer workshop, civil help, people’s defense, craft workshop, painting workshop, dance workshop, tayer of music

Raw text data extracted from CAD file:

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Hey!, que haces con mi banca!!!... \A1;1.00 \A1;1.00 \A1;.90 \A1;2.00 \A1;4.90 \A1;2.85 \A1;4.99 \A1;2.76 SS.HH VARONES SS.HH DAMAS GERENCIA MUNICIPAL SALA DE REGIDORES -1272.065222575305 -1272.065222575305 -1272.065222575305 -1272.065222575305 SECRETARIA P13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SECRETARIA ALCALDIA COMISION AMBIENTAL MUNICIPAL GERENCIA DE OBRAS CONCEJO MUNICIPAL SALA DE ESPERA SALA DE ESPERA -1272.065222575305 -1272.065222575305 -1272.065222575305 -1272.065222575305 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 DISTR. JESUS \A1;4.30 \A1;5.25 \A1;.60 \A1;4.15 \A1;6.83 \A1;4.30 \A1;2.70 \A1;2.70 \A1;3.50 \A1;3.50 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R3.00 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;R4.50 \A1;R3.00 \A1;R4.50 \A1;R3.00 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;R2.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;R2.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;2.00 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.09 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.28 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;2.00 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.09 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.28 \A1;.30 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;R1.60 \A1;R1.60 \A1;R1.60 \A1;R1.60 \A1;R4.00 \A1;5.25 \A1;.60 \A1;4.15 \A1;6.83 \A1;1.00 \A1;2.15 \A1;1.00 P8 P8 SS.HH VARONES SS.HH DAMAS BIBLIOTECA IMFORMES ALMACEN -1494.433783079764 -1494.433783079764 -1494.433783079764 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 CAJA 1 OFICINA DE ADMINISTRACION Y FINANZAS CAJA 2 NPT = + 1.00 CAJA 1 CAJA 2 JEFATURA OFICINA DE ADMINISTRACION TRIBUTARIA NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 SECRETARIA \A1;2.35 P8 P8 SS.HH VARONES SS.HH DAMAS SUB GERENCIA DE DESARROLLO SOCIAL REGISTRO CIVIL SALON DE USOS MULTIPLES SUB GERENCIA DE OBRAS JEFATURA IMFORMES SECRETARIA GENERAL CAMERIN DAMAS CAMERIN VARONES -1489.147146249795 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 LOGISTICA O.P.I GERENCIA DE PARTICIPACION VECINAL\fTimes New Roman|b0|i0|c238|p18; GERENCIA COMUNICACIONES E IMAGEN INSTITUCIONAL\fTimes New Roman|b0|i0|c238|p18; SECRETARIA NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 COMISION DE REGIDORES CONSEJO DE COORDINADORES LOCAL DISTRITAL \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;4.07 \A1;4.07 \A1;4.07 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;4.07 \A1;4.07 \A1;4.07 \A1;R3.50 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R3.00 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;R4.50 \A1;R3.00 \A1;R4.50 \A1;R3.00 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;R2.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;R2.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;2.00 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.09 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.28 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;2.00 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.09 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.28 \A1;.30 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;R1.60 \A1;R1.60 \A1;R1.60 \A1;R1.60 \A1;R4.00 \A1;5.25 \A1;.60 \A1;4.15 \A1;6.83 \A1;4.30 \A1;5.25 \A1;.60 \A1;4.15 \A1;6.83 \A1;4.30 \A1;2.70 \A1;2.70 \A1;3.50 \A1;3.50 PROLONGACION AV. LOS INCAS JR. VICTOR ACUÑA CALLE LAS PALMERAS CALLE F. GONZALES RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m \W2.29773; \T2.00000;SERVICIO \W2.29773; \T2.00000;COMUNAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 DISTR. JESUS NAZARENO PERU AYACUCHO CAFETERIA CAFETERIA TERRAZA TERRAZA TERRAZA CENTRO LUDICO PRA NIÑOS CENTRO LUDICO PRA NIÑOS TERRAZA ANFITEATRO ANFITEATRO AREA DE DEPORTE AREA DE DEPORTE -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 ANFITEATRO ANFITEATRO -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 -1404.029525241488 PICNIC PICNIC C C \A1;2.35 \A1;2.35 \A1;.25 \A1;.25 \A1;15.50 \A1;16.00 \A1;.25 \A1;3.75 \A1;.15 \A1;.90 \A1;.15 \A1;.90 \A1;3.75 \A1;.15 \A1;10.00 \A1;4.25 \A1;.25 \A1;6.00 \A1;.25 \A1;.15 \A1;3.88 \A1;.15 \A1;3.88 \A1;.25 \A1;.25 \A1;.25 \A1;5.45 \A1;2.25 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.25 \A1;14.50 \A1;.25 \A1;2.00 \A1;.15 \A1;7.60 \A1;10.00 \A1;2.00 \A1;.75 \A1;5.75 \A1;.25 \A1;6.00 \A1;.90 \A1;1.47 \A1;5.00 \A1;1.47 \A1;.90 \A1;.25 \A1;.25 \A1;4.15 \A1;.15 \A1;5.10 \A1;.15 \A1;3.95 \A1;.25 \A1;.25 \A1;2.25 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.25 \A1;14.50 \A1;.25 \A1;5.75 \A1;.25 \A1;5.75 \A1;6.00 \A1;6.00 \A1;5.30 \A1;.15 \A1;5.55 \A1;.25 \A1;1.75 \A1;.25 \A1;2.50 \A1;.25 \A1;16.00 \A1;6.50 \A1;5.30 \A1;.15 \A1;5.55 \A1;.25 \A1;1.75 \A1;.25 \A1;2.50 \A1;.25 \A1;16.00 \A1;2.00 \A1;.25 \A1;7.68 \A1;.15 \A1;7.68 \A1;.25 \A1;8.00 \A1;8.00 \A1;16.00 \A1;.90 \A1;2.35 \A1;.90 \A1;2.00 \A1;.90 \A1;2.00 \A1;.15 \A1;.90 \A1;.45 \A1;.90 \A1;.90 \A1;1.50 \A1;4.00 \A1;1.50 \A1;.15 \A1;4.10 \A1;4.10 \A1;.15 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 \A1;.50 \A1;1.00 P8 P8 SS.HH VARONES SS.HH DAMAS SUB GERENCIA DE DESARROLLO SOCIAL REGISTRO CIVIL SALON DE USOS MULTIPLES SUB GERENCIA DE OBRAS JEFATURA IMFORMES SECRETARIA GENERAL CAMERIN DAMAS CAMERIN VARONES A A B B -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 -1491.273421272473 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 LOGISTICA O.P.I GERENCIA DE PARTICIPACION VECINAL\fTimes New Roman|b0|i0|c238|p18; GERENCIA COMUNICACIONES E IMAGEN INSTITUCIONAL\fTimes New Roman|b0|i0|c238|p18; -1491.273421272473 SECRETARIA NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 -1491.273421272473 -1491.273421272473 COMISION DE REGIDORES CONSEJO DE COORDINADORES LOCAL DISTRITAL Barandas metalicas Barandas metalicas \A1;2.35 \A1;.25 CAMERIN VARONES -1500.826872874031 -1500.826872874031 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 NPT = + 6.00 NPT = + 6.00 Barandas metalicas \A1;0.20 \A1;0.30 \A1;0.60 \A1;0.25 \A1;0.35 \A1;0.60 \A1;0.30 \A1;0.80 \A1;0.50 \A1;0.15 \A1;0.15 ESCALA 1:20 JACENA JR-25 ESCALA 1:20 JACENA JR-35 JACENA JP-8030 ESCALA 1:20 APOYO CONTINUO DE NEOPRENO PLACA ALVEOLAR e=20 -348.4916329223509 PLACA ALVEOLAR ESCALA 1:10 UNION DE JACENA JP-8030 Y -348.4916329223509 CAPA DE COMPRESION "IN SITU" ESTRIBOS SALIENTES MALLA CONTINUA ARMADURA NEGATIVOS FORJADO JACENA JP PLACA ALVEOLAR e=20 -348.4916329223509 -348.4916329223509 -348.4916329223509 -348.4916329223509 -348.4916329223509 -348.4916329223509 -348.4916329223509 -348.4916329223509 -348.4916329223509 \A1;1.46 \A1;0.85 \A1;1.46 \A1;0.85 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 1 6 E F VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 5 4 3 2 1 6 E F VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) \A1;200 \A1;2.5 \A1;100 \A1;200 \A1;8 \A1;6.4 \A1;14.4 \A1;39.30 \A1;2.30 VIGA I ESCALA 1:75 -336.6110553476869 -336.6110553476869 238 238 225 75 75 75 75 475 250 8 TUERCAS Ø 3 4 / 225 75 75 4 TUERCAS Ø 3 4 / 15 32.5 112.5 15 90 90 195 0,6 0,8 4 0,8 4 4 1,6 1,6 0,53 0,8 1,6 1,6 0,4 0,8 4 3,11 0,8 2,15 2,15 5,1 0,25 0,05 0,4 0,14 0,14 0,4 0,14 0,4 0,3 0,14 0,4 0,4 0,14 0,14 0,4 0,05 0,25 0,14 0,4 0,4 0,14 0,14 0,14 0,4 0,14 0,4 0,4 5,1 2,15 2,15 0,07 0,64 1,16 3,11 0,71 0,07 0,3 0,3 5,1 5,1 3,11 1,16 0,8 0,14 0,14 0,4 0,4 0,4 0,14 0,14 0,14 0,4 0,14 0,4 0,4 0,25 0,05 0,6 0,8 0,8 0,4 0,6 0,8 3,11 1,16 1,16 0,8 0,8 0,4 1,16 1,16 0,5 0,46 1,6 1,6 0,8 2,15 0,08 0,32 0,4 2,15 \A1;4.30 \A1;5.25 \A1;.60 \A1;4.15 \A1;6.83 \A1;4.30 \A1;2.70 \A1;2.70 \A1;3.50 \A1;3.50 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R3.00 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;R4.50 \A1;R3.00 \A1;R4.50 \A1;R3.00 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;R2.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;R2.00 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;2.00 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.09 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.28 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;2.00 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;2.09 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.28 \A1;.30 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;R2.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;R1.60 \A1;R1.60 \A1;R1.60 \A1;R1.60 \A1;R4.00 \A1;5.25 \A1;.60 \A1;4.15 \A1;6.83 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;2.22 \A1;4.07 \A1;4.07 \A1;4.07 PROLONGACION AV. LOS INCAS JR. VICTOR ACUÑA CALLE LAS PALMERAS CALLE F. GONZALES RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m \W2.29773; \T2.00000;SERVICIO \W2.29773; \T2.00000;COMUNAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 DISTR. JESUS NAZARENO PERU AYACUCHO CAFETERIA CAFETERIA MIRADOR CENTRO LUDICO PRA NIÑOS CENTRO LUDICO PRA NIÑOS TERRAZA ANFITEATRO ANFITEATRO AREA DE DEPORTE AREA DE DEPORTE -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 ANFITEATRO ANFITEATRO -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 -1246.516460060692 PICNIC PICNIC C MIRADOR MIRADOR PLAZA NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 NPT = +31.00 PLAZA PLAZA NPT = +2.00 NPT = +2.00 NPT = +3.50 NPT = +3.50 NPT = +5.00 NPT = +5.00 NPT = +6.00 NPT = +6.00 JUEGOS DE AGUA NPT = +11.00 NPT = +16.00 NPT = +16.00 NPT = +21.00 NPT = +21.00 NPT = +21.00 NPT = +21.00 NPT = +21.00 NPT = +26.00 NPT = +26.00 \A1;.25 \A1;28.00 \A1;10.70 \A1;.15 \A1;4.90 \A1;.15 \A1;11.60 \A1;.25 \A1;.25 \A1;.75 \A1;11.75 \A1;.25 \A1;.25 \A1;2.25 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.25 \A1;14.50 \A1;.25 \A1;6.25 \A1;4.90 \A1;.45 \A1;.15 \A1;1.88 \A1;.25 \A1;1.88 \A1;.25 \A1;5.25 \A1;6.25 \A1;.25 \A1;.25 \A1;.25 \A1;2.05 \A1;1.89 \A1;.21 \A1;1.45 \A1;3.08 \A1;.15 \A1;.15 \A1;4.52 \A1;.25 \A1;.25 \A1;.50 \A1;2.05 \A1;1.70 \A1;2.00 \A1;1.90 \A1;2.25 \A1;1.85 \A1;2.25 \A1;14.50 \A1;8.00 \A1;4.00 \A1;12.99 \A1;.25 \A1;9.25 \A1;10.50 \A1;4.75 \A1;2.00 \A1;.90 \A1;2.00 \A1;1.00 \A1;2.15 \A1;1.00 \A1;2.00 \A1;.15 \A1;2.00 \A1;2.20 \A1;.15 \A1;.25 \A1;1.00 \A1;2.35 \A1;2.35 \A1;.25 \A1;.25 \A1;15.50 \A1;16.00 \A1;.25 \A1;3.75 \A1;.15 \A1;.90 \A1;.15 \A1;.90 \A1;3.75 \A1;.15 \A1;10.00 \A1;4.25 \A1;.25 \A1;6.00 \A1;.25 \A1;.15 \A1;3.88 \A1;.15 \A1;3.88 \A1;.25 \A1;.25 \A1;.25 \A1;5.45 \A1;2.25 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.25 \A1;14.50 \A1;.25 \A1;2.00 \A1;.15 \A1;7.60 \A1;10.00 \A1;2.00 \A1;.75 \A1;5.75 \A1;.25 \A1;6.00 \A1;.90 \A1;1.47 \A1;5.00 \A1;1.47 \A1;.90 \A1;.25 \A1;.25 \A1;4.15 \A1;.15 \A1;5.10 \A1;.15 \A1;3.95 \A1;.25 \A1;.25 \A1;2.25 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.25 \A1;14.50 \A1;.25 \A1;5.75 \A1;.25 \A1;5.75 \A1;6.00 \A1;6.00 \A1;5.30 \A1;.15 \A1;5.55 \A1;.25 \A1;1.75 \A1;.25 \A1;2.50 \A1;.25 \A1;16.00 \A1;6.50 \A1;5.30 \A1;.15 \A1;5.55 \A1;.25 \A1;1.75 \A1;.25 \A1;2.50 \A1;.25 \A1;16.00 \A1;2.00 \A1;.25 \A1;7.68 \A1;.15 \A1;7.68 \A1;.25 \A1;8.00 \A1;8.00 \A1;16.00 \A1;.90 \A1;2.35 \A1;.90 \A1;2.00 \A1;.90 \A1;2.00 \A1;.15 \A1;.90 \A1;.45 \A1;.90 \A1;.90 \A1;1.50 \A1;4.00 \A1;1.50 \A1;.15 \A1;4.10 \A1;4.10 \A1;.15 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 \A1;.50 \A1;1.00 \A1;1.00 \A1;1.00 \A1;.90 \A1;2.00 \A1;.25 \A1;6.40 \A1;2.90 \A1;.15 \A1;3.55 \A1;.15 \A1;6.55 \A1;1.35 \A1;.25 \A1;28.00 \A1;5.45 \A1;.25 \A1;3.95 \A1;.25 \A1;.25 \A1;2.25 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.25 \A1;14.50 \A1;.25 \A1;10.10 \A1;.15 \A1;3.75 \A1;.25 \A1;.25 \A1;2.25 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.00 \A1;2.25 \A1;14.50 \A1;.25 \A1;7.19 \A1;.15 \A1;3.55 \A1;.15 \A1;7.90 \A1;.25 \A1;28.00 \A1;.15 \A1;8.41 \A1;.15 \A1;1.89 \A1;.21 \A1;.15 \A1;.30 \A1;1.40 \A1;.30 \A1;2.05 \A1;.25 \A1;.30 \A1;3.65 \A1;.15 P8 P8 SS.HH VARONES SS.HH DAMAS P8 P8 SS.HH VARONES SS.HH DAMAS SUB GERENCIA DE DESARROLLO SOCIAL REGISTRO CIVIL SALON DE USOS MULTIPLES SUB GERENCIA DE OBRAS BIBLIOTECA SS.HH VARONES SS.HH DAMAS GERENCIA MUNICIPAL SALA DE REGIDORES PRINCIPAL DORMITORIO JEFATURA IMFORMES IMFORMES ALMACEN SECRETARIA GENERAL CAMERIN DAMAS CAMERIN VARONES A A B B A A B B 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 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 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 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 PLANTA Nº2 PLANTA Nº1 PLANTA Nº3 CORTES: ELEVACION PLANTA OPCIONAL Nº2 TECHOS A-A FRONTAL LATERAL B-B CORTES: SECRETARIA P13 A B B 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 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 CAJA 1 OFICINA DE ADMINISTRACION Y FINANZAS CAJA 2 NPT = + 1.00 CAJA 1 CAJA 2 JEFATURA FINANSAS 5 5 5 5 OFICINA DE ADMINISTRACION TRIBUTARIA 5 LOGISTICA O.P.I GERENCIA DE PARTICIPACION VECINAL\fTimes New Roman|b0|i0|c238|p18; GERENCIA COMUNICACIONES E IMAGEN INSTITUCIONAL\fTimes New Roman|b0|i0|c238|p18; 5 NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 SECRETARIA SECRETARIA ALCALDIA COMISION AMBIENTAL MUNICIPAL GERENCIA DE OBRAS CONCEJO MUNICIPAL SALA DE ESPERA SALA DE ESPERA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A SECRETARIA 5 5 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 5 5 COMISION DE REGIDORES CONSEJO DE COORDINADORES LOCAL DISTRITAL PROLONGACION AV. LOS INCAS JR. VICTOR ACUÑA CALLE LAS PALMERAS CALLE F. GONZALES RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m \W2.29773; \T2.00000;SERVICIO \W2.29773; \T2.00000;COMUNAL 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m RAMPA = 7\fTimes New Roman|b0|i0|c238|p18;% PISO DE CEMENTO FROTACHADO BRUÑADO CADA .10 m 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 DISTR. JESUS NAZARENO PERU AYACUCHO CAFETERIA CAFETERIA MIRADOR CENTRO LUDICO PRA NIÑOS CENTRO LUDICO PRA NIÑOS TERRAZA ANFITEATRO ANFITEATRO AREA DE DEPORTE AREA DE DEPORTE 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 ANFITEATRO ANFITEATRO 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 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 NPT = + 2.50 SECCION DE ESPEJO DE AGUA LAMINA DOBLADA DE 4 MM. DE ESPESOR MAS PINTURA ANTICORROSIVA POSTE METALICO MAS ACABADO EN PINTURA C0LOR ALUMINIO LAMINA DOBLADA DE 4 MM. DE ESPESOR GALVANIZADO EN CALIENTE BASE DE POSTE METALICO NIVEL DE PISO LUMINARIA EXISTENTE TUBO DE 1 1/2", DE 3 MM. DE ESPESOR LONGITUD DE TUBO= 1.416 GALVANIZADO EN CALIENTE ASIENTO DE PARQUE POSTE DE ALUMBRADO PICNIC PICNIC NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 ELEVACION Barandas metalicas Barandas metalicas Barandas metalicas Barandas metalicas SALON DE USOS MULTIPLES CONCEJO MUNICIPAL CONSEJO DE COORDINADORES LOCAL DISTRITAL GERENCIA MUNICIPAL SECRETARIA SALA DE ESPERA CONCEJO MUNICIPAL COMISION AMBIENTAL MUNICIPAL SUB GERENCIA DE DESARROLLO SOCIAL JEFATURA BIBLIOTECA OFICINA DE ADMINISTRACION Y FINANZAS IMFORMES C C CORTES: C-C MIRADOR MIRADOR PLAZA NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 NPT = +31.00 LEYENDA MOBILIARIOS PLAZA PLAZA NPT = +2.00 NPT = +2.00 NPT = +3.50 NPT = +3.50 NPT = +5.00 NPT = +5.00 NPT = +6.00 NPT = +6.00 JUEGOS DE AGUA NPT = +11.00 NPT = +16.00 NPT = +16.00 NPT = +21.00 NPT = +21.00 NPT = +21.00 NPT = +21.00 NPT = +21.00 NPT = +26.00 NPT = +26.00 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 e=0.20 5 4 3 2 1 6 A B C D E F VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 101 (25X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 102 (30X40) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) VIGA 103 (30X50) 11 24 8.5 ALBAÑILERIA TODAS LAS UNIDADES DE ALBAÑILERIA DE MUROS SE FABRICAN CON LAS DIMENCIONES MINIMAS INDICADAS EN ESTE PLANO. PODRAN SER DE CONCRETO, ARCILLA O SILICO CALCAREO, DEBERAN CLASIFICAR COMO MINIMO EN EL TIPO I DE LA NORMA ITINTEC CORRESPONDIENTE 1:4 (CEMENTO - ARENA) MORTERO: 0.300 0.250 0.500 0.150 0.300 0.250 0.500 0.150 0.300 0.400 0.300 0.400 \W1.300000x;\LCUADRO DE COLUMNAS \W1.300000x;C-1 \W1.300000x;C-2 \W1.300000x;C-3 \W1.300000x;1º NIVEL \W1.300000x;2º NIVEL \W1.300000x;TIPO \W1.300000x;NIVEL Ø3/8":1@.05,5@.10,2@.15 Rst.@.25 C/e Ø3/8":1@.05,5@.10,2@.15 Rst.@.25 C/e Rst.@.25 C/e Ø3/8":1@.05,5@.10,2@.15 \W1.300000x;2Ø5/8" \W1.300000x;2Ø1/2" \W1.300000x;4Ø5/8" \W1.300000x;2Ø5/8" \W1.300000x;2Ø5/8" \W1.300000x;2Ø1/2" \W1.300000x;2Ø1/2" \W1.300000x;2Ø5/8" \W1.300000x;2Ø5/8" \W1.300000x;2Ø1/2" \W1.300000x;2Ø1/2" \W1.300000x;2Ø5/8" \W1.300000x;2Ø5/8" \W1.300000x;2Ø1/2" \W1.300000x;4Ø5/8" \W1.300000x;2Ø5/8" Rst.@.25 C/e Ø3/8":1@.05,5@.10,2@.15 ESCALA 1:20 JACENA JR-35 5 5 ESCALA 1:20 JACENA JR-35 5 5 0.10 0.30 0.10 0.10 0.30 DETALLE DE ALIGERADO h = 0.20 m. Ø TEMPERAT. Ø 1/4" @ 0.25 0.25 0.25 \A1;1/2" 0.05 0.20 0.15 \W1.300000x;ALIGERADO h=.25 (S/C = 250 Kg/m2) \W1.300000x;\LENCOFRADO 1er PISO \W1.300000x;(S/C = 400 Kg/m2) ZONA CIRCULACION \W1.300000x;ESCALA : 1/50 VIGUETA \A1;1/2" 200 DETALLE DE LOSACERO 4 PARRILLA #3@30 2.5 100 200 CONCRETO LOSACERO TIPO SECCION 4 CAL 22 LOSACERO " IMSA " o' EQUIVALENTE CONCRETO 8 6.4 14.4 TRABE METALICA 19 mm DE DIAMETRO x 100 mm DE CONECTORES: PERNOS DE LONGITUD CON CABEZA 5 5 Armado de C - 3 D - 3 ZAPATA AISLADA 4 Z - 4 5 5 5 5 5 NOTAS GENERALES: 1.- Acotaciones y niveles en metros. 2.- Todas las acotaciones deberan verificarse con los planos arquitectonicos. 3.- Especificacion de materiales. a) Concreto de f´c = 200, 250, 300, 350 kg/cm2 b) Acero de refuerzo = 3000, 4000, 4200 kg/cm2 4.- La separacion de los estribos verticales se empezara a contar a partir del paño del apoyo colocandose el primero a la mitad de la separa_ cion especificada. 5.- Los recubrimientos libres seran como siguen: a) Trabes, columnas y castillos 0.025m b) Losas aligerada de 0.05m 6.- La separacion indicada entre varillas es de centro a centro. 7.- Todas las columnas deberan continuarse en las dalas intermedias y anclarse en las dalas de remate. 8.- No se admitira traslapes en varillas del num. 8 o mayores, en estos casos las varillas se soldaran. 5 5 5 5 5 5 5 8 Vs de 7/8" F'c = 300 Kg/cm2. Anclaje a dado con varilla de 5 /8 ". Estribos de 3/8" @ 5,20,35 cm. Plantilla de concreto f´c = 100kg/cm2 5 5 5 5 5 5 5 5 4.- Concreto Se deberá revisar que los materiales cumplan con los reque- rimientos necesarios. a) Proporcionamiento de mezclas 5 1vs 7/8" y 1 vs 3/8" 5 1vs 5/8" y 1 vs 3/4" 1vs 3/4" 1vs 3/4" 5 5 Estribos de 3/8" @ 15 cm. DETALLES ESC. 1:50 ACOT. METROS. ZAPATA AISLADA 6 Z - 6 5 ZAPATA AISLADA 5 Z - 5 5 1.- Se colara una plantilla de concreto simple de f´c = 100kg/cm2 y de 0.07 y 0.08m de espesor 2.- Se colocara un firme de 0.10m de espesor. 3.- La profundidad de desplante de las zapatas se indica en los planos respectivos. 1.-- Losa de peralte total h = 0.30m 2.- Las cajas para aligerar seran de block de poliestireno. 3.- Adicional al refuerzo de las nervaduras, se colocara una malla elecetrosoldada 6x6-10/10. 5 5 5 F'c= 350 Kg/cm2 CIMENTACION: LOSA ALIGERADA. 5 6 Vs de 1". F´c = 350 Kg/cm2. 5 5 5 cemento Kg e) Revenimientos El revenimiento será de 13.00 a 15.00 cm arena de río Kg grava de río Kg agregado máximo f'C= Kg/cm2 F´c= 350 Kg/cm2. Estribos de 3/8" @ 15 cm. 8 Vs de 1 1/4" agua Kg 5 5 5 5 5 cantidad /m3 265 100 205 900 1000 1vs 5/8" y 1 vs 3/4" 5 5 Estribos de 1/4 @5,15,35,60 cm 5 5 nervadura de entrepiso f´c= 300 Kg/ cm2 1vs 3/4" 5 5 5 350 400 200 350 1000 825 205 450 740 205 300 1000 20 mm (3/4") 5 5 5 5 nervadura de azotea f´c= 200 Kg/ cm2 5 5 5 5 5 5 5 5 5 5 5 5 f´c= 300 Kg/ cm2 nervadura de entrepiso 5 5 5 Estribos de 1/4 @5,15,35,60 cm 5 5 5 5 5 5 5 5 5 5 5 Estribos de 1/4 @5,20,40,60 cm 5 5 Armado de C - 5. D - 6 5 5 5 5 D - 5 5 5 5 5 5 8 Vs de 7/8" Estribos de 3/8" @ 5,20,35 cm. F'c = 300 Kg/cm2. Anclaje a dado con varilla de 5 /8 ". Plantilla de concreto f´c = 100kg/cm2 F'c= 350 Kg/cm2 5 5 5 5 8 Vs de 1 1/4" F´c = 350 Kg/cm2. Estribos de 3/8" @ 15 cm. 8 Vs de 1 1/4" 5 5 5 Estribos de 3/8" @ 15 cm Vs de 5/8" @ 10.0 cm en ambos sentidos F'c = 350 Kg/cm2. 8 Vs de 1 1/4" Estribos de 3/8" @ 15 cm. F'c = 300 Kg/cm2. Estribos de 1/4" @ 10,15,30 cm. 4 Vs de de 3/4" 8 Vs de 7/8" Estribos de 3/8" @ 5,20,35 cm. 8 Vs de de 1 1/4". F'c = 300 Kg/cm2. Estribos de 3/8" @ 5, 10.15 cm F'c = 300 Kg/cm2. 6 Vs de de 1". F'c = 300 Kg/cm2. Estribos de 1/4" @ 10,15,30 cm. 4 Vs de de 3/4" Anclaje a dado con varilla de 5 /8 ". 5 8 Vs de 7/8" Estribos de 3/8" @ 5,20,35 cm. F'c = 300 Kg/cm2. 5 Estribos de 3/8" @ 15 cm. Estribos de 3/8" @ 15 cm. F´c = 350 Kg/cm2. 6 Vs de 1". F'c = 350 Kg/cm2. 6 Vs de 1 " Estribos de 3/8" @ 5, 10.15 cm 8 Vs de 7/8" Estribos de 3/8" @ 5,20,35 cm. 6 Vs de 1". Estribos de 3/8" @ 15 cm. Armado de C - 4 5 5 Vs de 5/8"@ 12.5 cm. F´c = 350 Kg/cm2. Plantilla de concreto f´c = 100kg/cm2 5 Los estribos deben rematar en una esquina con dobleces de 135°, seguidos de tramos rectos de no menos de 10 diám. de largo, en cada esquina del estribo debe quedar por lo menos una barra longitudinal. La soldadura será de gas de junta a tope en paralelo tamaño de barra 1.-La acotación se dará en metros 2.-Los niveles serán en metros 4 diámetros de varilla, pero no menos de 6.3 cm 13 diámetros de varilla diámetro mínimo para de dobleces para estribos y anillos Especificaciones de materiales Se deberá revisar que: a) El acero debe estar libre de lodo antes de colocar el concreto, lo cual puede afectar la adherencia. b) Propiedades del acero: f'c= 3,000 Kg/cm2 fy= 6,000 Kg/cm2 límite elástico fs= 1,265Kg/cm2 fy= 2,530 Kg/cm2 límite elástico c) Ganchos y dobleces: Radios mínimos de doblamiento Especificaciones generales tamaño de barra tamaño de barra 2.- Acero 4 Vs de de 3/4" Estribos de 1/4" @ 10,15,30 cm. F'c = 300 Kg/cm2. #6 a #8 #3 a #5 #5 #4 #3 D d r F´c = 350 Kg/cm2. Estribos de 3/8" @ 15 cm. F'c = 350 Kg/cm2. 8 Vs de 1 1/4". Estribos de 3/8" @ 15 cm. 8 Vs de 1 1/4 " 8 Vs de 1 1/4" 8 Vs de 7/8" Estribos de 5/8" @ 5, 10.15 cm 8 Vs de de 1 1/4". F'c = 300 Kg/cm2. Estribos de 3/8" @ 15 cm. Estribos de 3/8" @ 5,20,35 cm. F´c= 350 Kg/cm2. d) Traslapes: 1/2" 1" 3/4" 5 Vs de 3/4" @ 11 cm. diámetro mínimo no menor de 65 mm diámetro de gancho no menor de 40 mm no menor de 50 mm 2 1/2 diámetros de varilla 2 1/2 diámetros de varilla acero de grado intermedio radios mínimos de doblamiento d 12 diám. de varilla H D 12 diámetros de varilla r 51 cm 76 cm longitud de traslape no recomendable, mejor soldadas VIGA 102 (30X40) PLANTA OPCIONAL Nº1 P8 P8 SS.HH VARONES SS.HH DAMAS BIBLIOTECA IMFORMES ALMACEN A A B B 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 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 CAJA 1 CAJA 2 NPT = + 1.00 CAJA 1 CAJA 2 JEFATURA ADMINISTRACION 5 5 5 5 5 NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 NPT = + 1.00 SECRETARIA 5 5 NPT = + 2.50 Barandas metalicas ADMINISTRACION ADMINISTRACION TALLER DE CANTO TALLER DE COMPUTO AYUDA CIVIL JEFATURA DEFENSORIA DEL PUEBLO AYUDA CIVIL AYUDA CIVIL AYUDA CIVIL TALLER DE COMPUTO DEFENSORIA DEL PUEBLO P8 P8 SS.HH VARONES SS.HH DAMAS SALON DE USOS MULTIPLES IMFORMES CAMERIN DAMAS CAMERIN VARONES A B B 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 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 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 5 SECRETARIA NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 NPT = + 6.00 5 5 Barandas metalicas Barandas metalicas TALLER DE MANUALIDADES TALLER DE PINTURA TALLER DE BAILE TAYER DE MUSICA PLANTA OPCIONAL Nº3 TALLER DE BAILE TAYER DE MUSICA SS.HH VARONES SS.HH DAMAS SALA DE REUNIONES\fTimes New Roman|b0|i0|c238|p18; 5 5 5 5 P13 A B B 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 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 SALA DE ESPERA SALA DE ESPERA 5 5 5 5 5 5 5 5 5 5 5 5 A NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 Barandas metalicas NPT = + 11.00 NPT = + 11.00 NPT = + 11.00 NPT = + 11.00

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