College – Various Facilities DWG Detail for AutoCAD

College – Various Facilities DWG Detail for AutoCAD

High School – Multiple Facilities – Structural Details School – Plant Structures – Cortes – Structural Details

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

details of foundation beam, xx cut, brick type iv, ladder, foundation details, first section, stair detail, second section, goes, cut – aa, cut – bb, cut aa, bb cut, columns and beams, detail of folding of stirrups, for standard hooks, length of development, details of foundation courses and beams of foundation in classrooms, compressible material, npt, detail of union of path and patio, natural terrain, affirmed compacted, concrete, affirmed tamped, natural ground , false floor, block or module, gutter, union clamp welded to, disperser with brazing, ground collector, sifted and compacted earth, portico foundation, eaves grid, elevated tank, to the public network, direction of evacuation of publiales waters, overflow of cistern to pluvial drainage, simple switch bakelita bticino., projection of tank lid., column table, plan of foundations and structural details, project :, plan :, planners :, crazy lidad: mamabamba, lamina :, drawing :, revised :, scale :, date :, efg – sgr, district: cutervo, province: cutervo, department: cajamarca, regional government, cajamarca, sub regional management cutervo, region, cajamarca, plane of lightened and structural details, see d in stairs, interior electrical installations, comes from tg. of address, feeder cable, comes from meter to the street, symbol, description, output for octagonal box and simple bracket., output for octagonal box and receptacle., output for rectangular box and simple switch., output for rectangular box and switch switching., distribution board., legend, output for octagonal and circular fluorescent box., external electrical installations and details, to the electronorte network, grounding of distribution boards, description, covered area, quantity, demand, reservation, maximum total demand, kw – h, meter, details of distribution boards, contrary., conductibility with thermoplastic insulation type tw with caliber in mm., secured to the boxes. welded ears are not accepted, contrary indication., light or heavy. the ears of the fixation of the accessories will be mechanically, to those of the domino series of ticino, with bakelite plate, halogen and metallic., national electricity code tomo v., technical specifications, single line diagram, distribution boards, installations sanitary interiors and details, comes first floor water., general sanitary approach – water – drainage, low drain to first floor, legend, water outlet, simple sanitary tee, water network, symbols, registration threaded bronze floor, network drain, record box, gg cut, the walls of the drainage register boxes according to the detail, except where there are aggressive lands that according to the study of floors should be used, concrete boxes. waterproof the covers of the register box with asphalt emulsion to avoid odors, cut f-f, register box, recess, see det. k, detail k, plant, well placed general meter, ies carlos matta rivera – mamabamba, retaining wall, perimeter fence, main elevation, xx cut, metal door, planter, metal gate in entrance portico., projection of eaves , natural terrain, civic patio slab., asphalt expansion joint., detail of cutting of bleachers, of main access, dichroic, entrance porch, electric installation of portico, recessed luminaire in reinforced slab, profile plate large metallic wave, metal window with fluted iron., metallic gate elevation., valv. of gate, electric pump, isometric, pumping equipment, drinking water system, note: all pipes installed inside and, outside the pump chamber, cistern, and elevated tank will be fºgº, universal union, check valve, valv. standing and basket, plug, technical features, – centrifugal electric pump, electric pump – potable water network:, of the pumping equipment, constant pressure electric pump, the pumping equipment should be equipped with the following implements :, the level control of the water in the tanks, it will be done, raised down to half its useful height, raised to the maximum level foreseen., by means of automatic switches that allow: – stopping the pump when the water level in the tank, – start the pump when the water level in the tank, – stop the pump when the water level in the tank, notes, suction trunk, detail of, cut a – a, schematic cut of facilities, universal union, check valve , valve, gate, float, overflow trunk, sanitary cover, water breaks, flange, in trunk, comes from, the network, ventilation, towards tq. elevated, with metal mesh, suction, basket and, valve standing, cistern, to the upright, drain, pipe, to the switch, electric, gap, air

Raw text data extracted from CAD file:

\A1;35.32 \A1;3.70 \A1;3.70 \A1;7.40 \A1;7.40 \A1;4.40 \A1;3.93 \A1;3.80 \A1;3.80 \A1;3.80 \A1;4.05 \A1;3.80 \A1;3.80 \A1;3.93 \A1;1.30 \A1;1.80 \A1;1.30 \A1;1.80 \A1;1.30 \A1;1.80 \A1;1.30 \A1;1.80 \A1;1.20 \A1;2.00 \A1;2.00 \A1;1.50 \A1;1.70 \A1;1.70 \A1;2.00 \A1;1.50 \A1;1.70 \A1;1.70 \A1;2.00 \A1;1.50 \A1;1.70 \A1;1.70 \A1;2.00 \A1;1.50 \A1;1.20 \A1;2.00 \A1;1.20 \A1;2.00 \A1;2.00 \A1;1.50 \A1;1.70 \A1;1.70 \A1;2.00 \A1;1.50 \A1;1.70 \A1;1.70 \A1;1.50 \A1;2.00 \A1;1.70 \A1;1.70 \A1;1.50 \A1;2.00 \A1;2.00 \A1;1.20 \A1;3.70 \A1;3.70 \A1;7.40 \A1;3.68 \A1;3.55 \A1;3.35 \A1;3.48 \A1;4.40 \A1;18.48 \A1;3.70 \A1;3.70 \A1;7.40 \A1;5.24 \A1;5.11 \A1;3.67 \A1;3.79 \A1;17.81 \A1;2.00 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.20 \A1;2.00 \A1;1.30 \A1;1.80 \A1;1.80 \A1;1.30 \A1;1.80 \A1;1.30 \A1;1.20 \A1;1.30 \A1;1.80 \A1;2.00 \A1;1.20 \A1;2.00 \A1;2.00 \A1;1.20 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;2.00 \A1;1.50 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.70 \A1;1.20 \A1;2.00 \A1;1.20 \A1;2.00 5 6Ø5/8"+2d3/8" 1Ø3/8": 2@0.05, 4@0.10,r@0.15 c/ext. VC-1 (.25x.50) 3d5/8" 3d5/8" 5 2d3/8" DETALLES DE VIGA DE CIMENTACION CORTE X-X 5 5 5 5 Ladrillo Tipo IV Cimiento 1:10 (C:H) +30% P.G.(max. 8") SCR-101 N.F.P.=+0.10 5 N.F.C.=-1.20 5 5 .23 4Ø1/2"+2d3/8" 1Ø3/8": 2@0.05, 4@0.10,r@0.15 c/ext. SCR-101 (.23x.50) 2d1/2" 2d1/2 5 5 5 N.F.P.=+0.10 5 ESCALERA DETALLES DE CIMENTACION ESCALERA 2d3/8" \A1;.20 \A1;.25 \A1;.30 \A1;.20 \A1;.15 \A1;.40 \A1;.25 \A1;a \A1;5 cm (min) \A1;r \A1;r \A1;.40 \A1;.25 \A1;.20 \A1;.25 \A1;.60 \A1;.25 \A1;.80 \A1;.80 \A1;.18 \A1;.30 \A1;.60 \A1;1.20 \A1;.20 \A1;2.75 \A1;.24 \A1;.90 \A1;.90 \A1;.30 \A1;.18 \A1;2.10 \A1;.25 \A1;.24 \A1;r \A1;r \A1;ldh \A1;.25 \A1;.50 \A1;.55 \A1;.25 \A1;.90 \A1;.50 \A1;.23 \A1;.50 \A1;.25 \A1;.23 \A1;.10 \A1;.15 \A1;.10 \A1;.15 PRIMER TRAMO DETALLE ESCALERA \A1;d1/2"@.25 \A1;d1/2"@.25 d1/2"@.25 d1/2"@.25 \A1;d1/2"@.25 \A1;d1/2"@.25 \A1;d1/2"@.25 \A1;d1/2"@.25 \A1;d3/8"@.25 \A1;d1/2"@.25 \A1;d3/8"@.25 \A1;d1/2"@.25 \A1;d3/8"@.25 \A1;d3/8"@.25 d1/2"@.25 d1/2"@.25 \A1;d1/2"@.25 \A1;d1/2"@.25 \A1;d1/2"@.25 \A1;d3/8"@.25 \A1;d3/8"@.25 \A1;d1/2"@.25 \A1;d1/2"@.25 \A1;d1/2"@.25 SEGUNDO TRAMO DETALLE ESCALERA N.F.P -0.05 \A1;V-3 \A1;V-A -1058.005341574042 \A1;2d1/2" -1058.005341574042 \A1;2d1/2" V-A 1d3/8",1@.05,10@.10,r@.20 \A1;V-3 \A1;V-A -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 -1058.005341574042 \A1;V-2 CORTE - A-A CORTE - B-B -1058.005341574042 \A1;2d5/8" -1058.005341574042 \A1;2d5/8" V-3 (.25x.40) 1d3/8",1@.05,8@.10,r@.20 -1048.112507176563 \A1;2d5/8" -1048.112507176563 \A1;2d5/8" V-2 (.25x.40) 1d3/8",1@.05,8@.10,r@.20 -1048.112507176563 \A1;2d1/2" -1048.112507176563 \A1;2d1/2" CORTE A-A -1048.112507176563 \A1;2d1/2" -1048.112507176563 \A1;2d1/2" CORTE B-B \A1;2d1/2" -1048.112507176563 \A1;2d3/8\fArial|b0|i0|c238|p34;" -1048.112507176563 \A1;2d3/8\fArial|b0|i0|c238|p34;" VB-.(15x.20) Eje 1d3/8",1@.05,8@.10,r@.20 \A1;2d8mm EN COLUMNAS Y VIGAS DETALLE DE DOBLADO DE ESTRIBOS 1/4" d 6.5 1.3 a(cm.) r(cm.) 3/8" 1/2" 10.0 13.0 2.0 2.5 -1050.900443208506 -1050.900443208506 -1050.900443208506 -1050.900443208506 -1050.900443208506 6.0 D (cm) 3/8" 15.0 db ldh (cm) PARA GANCHOS ESTANDAR 11.5 9.5 5/8" 3/4" 20.0 24.0 1/2" 16.0 8.0 15.5 1" 31.0 LONGITUD DE DESARROLLO Puesto que el gancho debe estar embebido en concreto confinado, los coeficientes 0.7 (por recubrimiento de concreto) y 0.8 (por estribos) se han incorporado en la ecuación del artículo 8.5.1 -1050.900443208506 -1050.900443208506 \A1;d de Columna ó Placa \A1;d de Columna ó Placa \A1;2d1/2" \A1;2d1/2" 1d3/8",1@.05,10@.10,r@.20 \A1;2d1/2" 1d3/8",1@.05,7@.10,r@.20 VS-1(.25x.20) \A1;2d1/2" \A1;2d1/2" 5 B B A A 5 5 5 1d3/8",1@.05,10@.10,r@.20 5 V1-(.25x.60) \A1;.40 \A1;.25 \A1;.35 \A1;.30 \A1;.60 \A1;.23 \A1;.50 \A1;.25 \A1;.25 \A1;.40 \A1;.25 \A1;.25 \A1;.25 \A1;.60 VP-102(.25x.60) \A1;4d5/8" 1d3/8",1@.05,10@.10,r@.20 5 \A1;2d5/8" 1d3/8",1@.05,7@.10,r@.20 \A1;2d5/8" \A1;2d5/8" 1d3/8",1@.05,10@.10,r@.20 \A1;2d5/8" 1d3/8",1@.05,7@.10,r@.20 VS-101(.25x.40) \A1;2d5/8" \A1;2d5/8" 5 \A1;3d5/8" 5 \A1;3d5/8" VP-101 (.25x.40) V-113-213 (.25x.50) 1d3/8",1@.05,8@.10,r@.20 \A1;4d5/8" \A1;4d\S5#8;" 5 \A1;4d5/8" .25 \A1;4d5/8" CORTE A-A CORTE B-B 5 \A1;2d5/8" 5 \A1;2d5/8" CORTE A-A 5 \A1;2d5/8" 5 \A1;2d1/2" CORTE B-B \A1;2d5/8" 5 \A1;2d3/8\fArial|b0|i0|c238|p34;" 5 \A1;2d3/8\fArial|b0|i0|c238|p34;" VCH-1.(25x.20) 1d3/8",1@.05,4@.10,r@.20 A A A A A A B B A A 5 5 5 5 5 5 5 1d3/8",1@.05,10@.10,r@.20 \A1;2d5/8" \A1;2d3/8" \A1;2d8mm B B \A1;2d5/8" \A1;4d\S5#8;" 5 \A1;4d5/8" .25 \A1;4d5/8" \A1;2d5/8" \A1;2d3/8" \A1;.25 \A1;.20 5 CORTE 6 -6 5 0.13 Ladrillo Tipo IV 5 5 5 DETALLES DE CIMIENTO CORRIDOS Y VIGAS DE CIMENTACIÓN EN AULAS Material Compresible CORTE 3-3 .55 5 Cimiento 1:10 (C:H) +30% P.G.(max. 8") 5 5 Junta e=5cm Rellenar con poliestireno expandido 5 5 CORTE 5 -5 5 5 5 Material Compresible CORTE 1-1 5 5 5 5 Ladrillo Tipo IV Cimiento 1:10 (C:H) +30% P.G.(max. 8") SCR-101 N.F.P.=+0.10 N.T.N.=±0.00 5 N.F.C.=-1.20 5 5 N.F.P.=+0.10 5 5 5 5 N.F.P.=+0.10 5 5 5 5 5 5 N.F.P.=+0.10 5 5 5 5 5 5 VC-101 SCR-101 5 5 5 CORTE 2-2 Ladrillo Tipo IV Cimiento 1:10 (C:H) +30% P.G.(max. 8" ) 5 SCR-101 5 5 5 N.F.P.=+0.10 5 5 5 N.F.P.=+0.10 5 VC-101 5 CORTE 7 -7 5 0.13 Ladrillo Tipo IV 5 5 5 Material Compresible N.F.P.=+0.10 5 5 5 5 5 .35 .15 .05 .10 .10 .05 .10 N.P.T. DETALLE 1 (CAMBIO DE NIVEL EN AULAS) N.P.T. .15 5 5 5 5 5 DETALLE DE UNION DE VEREDA Y PATIO ESCALA: 1 / 25 5 5 5 5 5 5 5 Terreno Natural Afirmado Compactado Concreto \A1;Piso de Cemento Pulido bruñado .50x.50 Cantonera de Aluminio 2"x1" Junta Dilatación e=1" con Relleno Asfaltico Afirmado Apisonado Suelo Natural Falso Piso ESCALA: 1 / 25 Bloque ó Modulo Vereda N.P.T.=+0.10 Canaleta Junta Dilatación Asfaltica e=1" Plataforma Multiuso N.F.P.=-0.05 5 5 CORTE 4-4 VC-101 4d5/8" -1020.950824072608 -1020.950824072608 10Ø5/8"+2d3/8" 1Ø3/8": 2@0.05, 4@0.10,r@0.20 c/ext. VC-102 (.35x.60) 7Ø3/4"+2d3/8" 1Ø3/8": 2@0.05, 4@0.10,r@0.15 c/ext. VC-101 (.30x.60) 6d5/8" 4d5/8" 2d3/8" -1020.950824072608 -1020.950824072608 2d3/8" DETALLES DE VIGA DE CIMENTACION -1020.950824072608 4Ø1/2"+2d3/8" 1Ø3/8": 2@0.05, 4@0.15,r@0.25 c/ext. SCR-101 (.23x.50) 2d1/2" 2d1/2 -1020.950824072608 2d3/8" 3d5/8" \A1;.30 \A1;.10 \A1;0.13 \A1;.60 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.16 \A1;.09 \A1;.10 \A1;.10 \A1;.20 \A1;.40 \A1;.35 \A1;.10 \A1;.15 \A1;.05 \A1;.45 \A1;.10 \A1;.10 \A1;.15 \A1;.10 \A1;.10 \A1;.40 \A1;.25 \A1;.60 \A1;.25 \A1;.40 \A1;.30 \A1;.60 \A1;.30 \A1;.20 \A1;.25 \A1;1.75 \A1;.25 \A1;.60 \A1;.25 \A1;1.20 \A1;1.75 \A1;.45 \A1;.45 \A1;6.40 \A1;.25 \A1;.30 \A1;.10 \A1;0.13 \A1;.60 \A1;.10 \A1;.10 \A1;.55 \A1;.70 \A1;.23 \A1;.23 \A1;.90 \A1;.30 \A1;.10 \A1;.10 \A1;.10 \A1;.70 \A1;.25 \A1;.90 \A1;.50 \A1;.10 \A1;.25 \A1;.15 \A1;.90 \A1;.10 \A1;.10 \A1;.10 \A1;.16 \A1;.09 \A1;.20 \A1;.10 \A1;.10 \A1;.16 \A1;.09 \A1;.60 \A1;.10 \A1;.10 \A1;.25 \A1;.23 \A1;.90 \A1;.25 \A1;.10 \A1;.35 \A1;.10 \A1;.25 \A1;.15 \A1;.23 \A1;.10 \A1;.15 \A1;.80 -1031.692776717473 -1031.692776717473 8 d 5/8" 1@ 0.05, 1 Ø3/8" 6@ 0.10, rto.@0.20 C-1 6d1/2" 1@ 0.05, 1 Ø3/8" 8@ 0.10, rto.@0.20 -1031.692776717473 -1031.692776717473 4d5/8"+1/2" 1@ 0.05, 1 Ø3/8" 8@ 0.10, rto.@0.20 -1031.692776717473 -1031.692776717473 C-2 4d1/2" 1@ 0.05, 1 Ø3/8" 8@ 0.10, rto.@0.20 -1031.692776717473 -1031.692776717473 C-3 C-5 C-4 4d3/8" 1@ 0.05, 1 Ø3/8" 8@ 0.10, rto.@0.20 -1031.692776717473 -1031.692776717473 \A1;35.07 \A1;3.70 \A1;3.70 \A1;7.40 \A1;7.40 \A1;4.40 \A1;3.93 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.93 \A1;3.70 \A1;3.70 \A1;7.40 \A1;3.68 \A1;3.55 \A1;3.35 \A1;3.48 \A1;4.40 \A1;18.48 \A1;3.70 \A1;3.70 \A1;7.40 \A1;5.24 \A1;5.11 \A1;3.67 \A1;3.79 \A1;17.81 \A1;2.00 \A1;1.20 \A1;2.00 \A1;1.20 \A1;2.00 \A1;.60 \A1;5.90 \A1;2.10 \A1;.25 \A1;.65 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.25 \A1;.20 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.25 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.25 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;.85 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;.85 \A1;.85 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;.85 \A1;.85 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 5 5 .05 .10 .05 .10 ABRAZADERA DE UNION SOLDADA AL DISPERSOR CON SOLDADURA FUERTE COBRE DESNUDO 12 AWG-TW COLECTOR DE TIERRA DE TUBO ETERNIT DE 4''d TAPA DE CONCRETO 0.90 x0.90 5 .10 DISPERSOR TUBO DE F°G° DE 2'' d, LONGITUD 3 m. MINIMO TUBO ETERNIT DE 4''d TIERRA CERNIDA Y COMPACTADA HUECOS RADIALES DE 5mm. d 5 5 5 \A1;1.10 \A1;0.80 \A1;.05 \A1;.10 \A1;.05 \A1;.10 \A1;.38 \A1;.10 \A1;1.00 \A1;.60 \A1;0.60 \A1;0.10 \A1;0.10 \A1;0.07 \A1;0.10 \A1;0.10 \A1;0.12 \A1;0.15 \A1;0.12 \A1;0.30 \A1;.07 \A1;Variable Max. 0.80m. \A1;.06 \A1;0.60 \A1;0.30 \A1;1.10 \A1;0.80 \A1;.05 \A1;.10 \A1;.05 \A1;.10 \A1;.38 \A1;.10 \A1;2.00 \A1;.60 \A1;0.60 \A1;.80 \A1;.60 \A1;5.00 \A1;3.40 \A1;.35 \A1;.35 \A1;.35 \A1;.35 \A1;3.00 \A1;.20 \A1;1.00 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.18 \A1;.35 \A1;.35 \A1;1.50 \A1;.35 \A1;.35 \A1;2.00 \A1;1.20 \A1;6.70 \A1;8.75 \A1;2.80 \A1;.35 \A1;.25 \A1;3.85 \A1;.60 \A1;.60 \A1;.25 \A1;.60 \A1;.25 \A1;.20 \A1;.25 C-1 4d5/8"+ 41/2" 1@ 0.05, 1 Ø3/8" 8@ 0.10, rto.@0.20 -1013.025123636665 -1013.025123636665 C-2 4d3/8" 1@ 0.05, 1 Ø3/8" rto. @ 0.10, -1013.025123636665 -1013.025123636665 5/8" d 5/8" d 5/8" d 5/8" d 1/2" d 1/2" d \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.35 \A1;.175 \A1;.60 \A1;.60 \A1;.60 \A1;2.67 \A1;2.00 \A1;2.00 SCR-101 (0.23 X 0.50m) Ø 1/2" @ 0.15 Z Ø 1/2" @ 0.15 5 5 5 5 Ø 1/2" @ 0.15 Z Ø 1/2" @ 0.15 5 5 5 5 CIMENTACION PORTICO C C1 Ø 1/2" @ 0.15 Ø 1/2" @ 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Concreto f´c= 175 kg/cm² EMPARRILLADO DE ALERO 5 5 5 5 5 5 5 5 5 5 5 5 5 C2 C2 C2 VS-101 (0.23 X 0.40m) VS-101 (0.23 X 0.40m) \A1;3.80 \A1;.20 \A1;.15 \A1;.12 \A1;1.00 \A1;.12 \A1;1.00 \A1;.12 \A1;.29 \A1;.80 \A1;1.10 \A1;.30 \A1;.20 \A1;1.60 \A1;.10 \A1;4.35 \A1;.15 \A1;.35 \A1;2.00 \A1;.50 \A1;.30 \A1;.50 \A1;.05 \A1;.10 \A1;.50 \A1;1.23 \A1;.25 \A1;.25 \A1;1.40 \A1;.25 \A1;.90 \A1;.50 \A1;.23 \A1;.10 \A1;.15 \A1;.30 \A1;.25 \A1;.20 \A1;.25 \A1;.40 \A1;.40 \A1;.25 \A1;.80 \A1;1.20 \A1;1.20 \A1;.80 \A1;.80 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.80 \A1;1.20 \A1;1.20 \A1;.80 \A1;.80 \A1;.25 \A1;1.95 \A1;.30 \A1;1.65 \A1;.20 \A1;.60 \A1;.60 1 2 3 4 5 6 7 8 9 12 11 10 1 2 3 4 5 6 7 8 9 12 11 10 C.R 0.30 x 0.60 C.R 0.30 x 0.60 CR-01 CR-02 CR-03 CR-04 CR-05 L=10.00 M D= 3" S=1% L=9.23 M D= 3" S=1% L= 10.00 M D= 3" S=1% L= 10.00 M D= 3" S=1% TANQUE ELEVADO TUBERIA DE LLEGADA AGUA 1" d GALVANIZADA TUBERIA DE PVC - SAP 1" CLASE 10 5 5 5 5 5 5 5 5 TUBERIA DE PVC - SAP 1" CLASE 10 Sube agua a segundo piso (laboratorios) A LA RED PUBLICA A LA RED PUBLICA SENTIDO DE EVACUACION DE AGUAS PUBLIALES SENTIDO DE EVACUACION DE AGUAS PUBLIALES SENTIDO DE EVACUACION DE AGUAS PUBLIALES SENTIDO DE EVACUACION DE AGUAS PUBLIALES SENTIDO DE EVACUACION DE AGUAS PUBLIALES SENTIDO DE EVACUACION DE AGUAS PUBLIALES SENTIDO DE EVACUACION DE AGUAS PUBLIALES 5 5 5 4" d 4" d 4" d 4" d 4" d 4" d 2" d Rebose de cisterna a drenaje pluvial 5 \A1;.23 \A1;.50 \A1;.17 \A1;.22 \A1;.22 \A1;.23 \A1;.40 \A1;.17 \A1;.17 \A1;.17 \A1;.60 \A1;1.50 \A1;1.50 \A1;.85 \A1;.40 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.13 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;1.50 \A1;1.50 \A1;.85 \A1;.40 \A1;.12 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;5.05 \A1;.60 \A1;.25 \A1;.85 \A1;.05 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.05 \A1;.15 \A1;.60 \A1;.25 \A1;.60 \A1;.25 \A1;.20 \A1;.25 \A1;2.23 \A1;.20 \A1;2.23 \A1;.20 \A1;2.527 \A1;2.527 \A1;2.80 Caja de pase para interruptor termomagnético 2x20A VIENE C-3 DE TD-02 S Luminaria empotrada en V-01 tipo braquete h=2.45m fluorescente recto ispe 2x40W. Interruptor simple bakelita Bticino. Proyección de tapa cisterna. Electrobomba 0.5HP con rejilla metalica. \A1;14.26 \A1;.55 \A1;11.88 \A1;7.33 \A1;7.62 \A1;7.44 \A1;3.61 \A1;4.94 \A1;2.00 \A1;2.00 \A1;11.40 \A1;1.51 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.00 \A1;.20 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;7.40 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.25 \A1;.80 \A1;.20 \A1;1.25 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.25 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;3.70 \A1;3.70 \A1;7.40 \A1;35.07 \A1;4.40 \A1;3.93 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.80 \A1;3.93 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.20 \A1;1.25 \A1;3.68 \A1;3.55 \A1;3.35 \A1;3.48 \A1;4.40 \A1;18.48 \A1;3.70 \A1;3.70 \A1;7.40 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.75 \A1;.75 \A1;.20 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.75 \A1;.75 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;.85 \A1;.85 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;.85 \A1;.85 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;.85 \A1;.85 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;.85 \A1;.85 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;1.20 \A1;.85 \A1;.20 \A1;.80 \A1;.85 \A1;.85 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;5.24 \A1;5.11 \A1;3.67 \A1;3.79 \A1;17.81 \A1;3.70 \A1;3.70 \A1;7.40 A B C D E F G H I J K 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC-101 (0.25 X 0.50m) VC-101 (0.25 X 0.50m) SCR - 101 SCR - 101 SCR - 101 SCR - 101 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 5 5 5 5 5 5 5 5 VC-102 (0.30 X 0.60m) VC-101 (0.30 X 0.60m) VC-103 (0.35 X 0.60m) VC-103 (0.35 X 0.60m) VC-103 (0.35 X 0.60m) VC-103 (0.35 X 0.60m) VC-102 (0.30 X 0.60m) VC-101 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-101 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-101 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-101 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-101 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-101 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-101 (0.30 X 0.60m) Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z1 Z2 Z3 Z3 Z3 Z2 Z2 Z2 Z1 Z1 Z2 Z3 Z3 Z3 Z2 Z2 Z2 Z1 5 5 5 5 5 5 5 5 5 5 5 5 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 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 3 3 4 4 5 5 4 4 5 5 4 4 5 5 4 4 6 6 2 2 2 2 2 1 Ñ O L LL M N 5 5 5 5 5 5 5 P 5 5 3 R S T U 1 2 3 5 5 5 5 5 5 5 5 5 Q VC-101 (0.25 X 0.50m) VC-101 (0.25 X 0.50m) SCR - 101 SCR - 101 SCR - 101 SCR - 101 VC-103 (0.35 X 0.60m) Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z2 Z2 5 5 5 5 4 4 VC-103 (0.35 X 0.60m) Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z2 Z2 5 5 5 5 4 4 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z3 Z3 5 5 5 5 5 5 VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) 6 6 3 3 1 1 1 1 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z1 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z1 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z1 Z1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z1 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z1 VC-103 (0.35 X 0.60m) Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z2 Z2 5 5 5 5 4 4 VC-103 (0.35 X 0.60m) Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z2 Z2 5 5 5 5 4 4 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z3 Z3 5 5 5 5 5 5 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Ø 5/8" @ 0.20 Z1 Z1 5 5 5 5 VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) VC-102 (0.30 X 0.60m) 1 1 x x x x x x x x x x x x x x x x 1 1 1 1 1 1 1 1 2 2 1 1 1 1 2 2 1 1 2 2 6 6 6 6 MODULO ESTRUCTURAL 1 MODULO ESTRUCTURAL 2 MODULO ESTRUCTURAL 3 CUADRO DE COLUMNAS C1 C1 C1 C1 C2 C2 C3 C4 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C3 C3 C4 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C3 C3 C4 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C3 C1 C1 C3 C4 C4 C4 C3 C4 C4 C3 C4 C4 C3 C4 C3 C1 C1 C5 C5 C5 C5 C5 C5 C5 C5 C4 C5 C2 C2 C3 C4 C3 C4 C4 C3 C4 C4 C3 C4 C4 C4 C3 C4 C4 C3 C4 C3 C4 C4 C3 C4 C4 C3 C4 C5 C5 C5 C5 \W2.79973; GERENCIA SUB REGIONAL DE CUTEVO - \W2.79973; CAJAMARCA \W2.13084; "MEJORAMIENTO Y AMPLIACION DE LA INFRAESTRUCTURA EDUCATIVA I.E.S \W2.13084; CARLOS MATTA CONTRERAS - MAMABAMBA - CUTERVO - CAJAMARCA" PLANO DE CIMENTACIONES Y DETALLES ESTRUCTURALES ERICK ALONSO FARFAN GUERRERO ARQUITECTO CAP: 11943 ING. CIVIL. PROYECTO: PLANO: PROYECTISTAS: LOCALIDAD: MAMABAMBA LAMINA: E - 1 DIBUJO: REVISADO: ESCALA: FECHA: E.F.G - S.G.R 1-50 JULIO - 2013 DISTRITO : CUTERVO PROVINCIA : CUTERVO DEPARTAMENTO : CAJAMARCA GOBIERNO REGIONAL DE CAJAMARCA GERENCIA SUB REGIONAL CUTERVO REGION CAJAMARCA E.F.G - S.G.R \W2.79973; GERENCIA SUB REGIONAL DE CUTEVO - \W2.79973; CAJAMARCA \W2.13084; "MEJORAMIENTO Y AMPLIACION DE LA INFRAESTRUCTURA EDUCATIVA I.E.S \W2.13084; CARLOS MATTA CONTRERAS - MAMABAMBA - CUTERVO - CAJAMARCA" PLANO DE ALIGERADOS Y DETALLES ESTRUCTURALES PROYECTO: PLANO: PROYECTISTAS: LOCALIDAD: MAMABAMBA LAMINA: E - 2 DIBUJO: REVISADO: ESCALA: FECHA: E.F.G - S.G.R 1-50 JULIO - 2013 DISTRITO : CUTERVO PROVINCIA : CUTERVO DEPARTAMENTO : CAJAMARCA GOBIERNO REGIONAL DE CAJAMARCA GERENCIA SUB REGIONAL CUTERVO REGION CAJAMARCA E.F.G - S.G.R A B C D E F G H I J K 1 2 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 1 Ñ O L LL M N 5 5 5 5 5 5 5 P 5 5 3 R S T U 1 2 3 5 5 5 5 5 5 5 5 5 Q 5 5 5 5 VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-102 (0.25 X 0.60m) VS-102 (0.25 X 0.60m) VS-102 (0.25 X 0.60m) VS-102 (0.25 X 0.60m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-2 (0.25 X 0.40m) VS-2 (0.25 X 0.40m) V1- (0.25 X 0.60m) V1- (0.25 X 0.60m) VB- (0.15 X 0.20m) Ver d en escalera VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 MODULO ESTRUCTURAL 1 1° y 2° NIVEL MODULO ESTRUCTURAL 2, 1° PISO MODULO ESTRUCTURAL 3, 1° PISO VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VS-2 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VS-102 (0.25 X 0.60m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-102 (0.25 X 0.60m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-2 (0.25 X 0.40m) V1- (0.25 X 0.60m) V1- (0.25 X 0.60m) VB- (0.15 X 0.20m) Ver d en escalera VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-102 (0.25 X 0.60m) 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) \W2.79973; GERENCIA SUB REGIONAL DE CUTEVO - \W2.79973; CAJAMARCA \W2.13084; "MEJORAMIENTO Y AMPLIACION DE LA INFRAESTRUCTURA EDUCATIVA I.E.S \W2.13084; CARLOS MATTA CONTRERAS - MAMABAMBA - CUTERVO - CAJAMARCA" INSTALACIONES ELECTRICAS INTERIORES PROYECTO: PLANO: PROYECTISTAS: LOCALIDAD: MAMABAMBA LAMINA: IE -1 DIBUJO: REVISADO: ESCALA: FECHA: E.F.G - S.G.R 1-50 JULIO - 2013 DISTRITO : CUTERVO PROVINCIA : CUTERVO DEPARTAMENTO : CAJAMARCA GOBIERNO REGIONAL DE CAJAMARCA GERENCIA SUB REGIONAL CUTERVO REGION CAJAMARCA E.F.G - S.G.R 1 2 3 4 5 6 7 8 9 12 11 10 13 14 15 16 17 18 TD-01 a a b b S 2(a,b) a a b b a a b b a a b b S 2(a,b) S 2(a,b) S 2(a,b) C-1 S x x x x x x x x x x S x C-2 S Sube conmutador a 2° piso 1/2". T-1 a a a S a a b b b b b a b a b a S 2(a,b) S 2(a,b) S 2(a,b) C-3 S x x x x x x x x x x S x C-4 S Llega conmutador a 2° piso 1/2". T-2 S TD-02 TG C-3 C-4 T-2 VIENE DE TG. DE DIRECCION CABLE ALIMENTADOR VIENE DE MEDIDOR A LA CALLE CABLE ALIMENTADOR VA HACIA TD - 01 CABLE ALIMENTADOR S x x x x x S x Sube conmutador a 2° piso 1/2". S C-2 T-2 C-1 T-1 Sube circuitos en tubo de 5/8". C-2 T-2 Llega circuitos en tubo de 5/8". S Sube conmutador a 2° piso 1/2". S S x x x x x CABLE ALIMENTADOR VA HACIA TD - 03 TD-03 S S S S a a b b S 2(a,b) x x x x x x x S x a a b b a a b b C-3 T-2 C-3 T-2 SIMBOLO D E S C R I P C I O N Conductor 2 N° 10 AWG. Salida para caja octogonal y braquete simple. Salida para caja octogonal y tomacorriente. Salida para caja rectangular e interruptor simple. s Salida para caja rectangular e interruptor de conmutación. 2 s Tubo PVC SAP 3/4 "d (Tomacorriente). Tablero de distribución. L E Y E N D A Salida para caja octogonal y fluorescente rectangular a h=0.5m. Salida para caja octogonal y fluorescente circular. Caja cuadrada de aluminio de 0.13 x 0.13 pase. \W2.79973; GERENCIA SUB REGIONAL DE CUTEVO - \W2.79973; CAJAMARCA \W2.13084; "MEJORAMIENTO Y AMPLIACION DE LA INFRAESTRUCTURA EDUCATIVA I.E.S \W2.13084; CARLOS MATTA CONTRERAS - MAMABAMBA - CUTERVO - CAJAMARCA" INSTALACIONES ELECTRICAS EXTERIORES Y DETALLES PROYECTO: PLANO: PROYECTISTAS: LOCALIDAD: MAMABAMBA LAMINA: IE -2 DIBUJO: REVISADO: ESCALA: FECHA: E.F.G - S.G.R 1-50 JULIO - 2013 DISTRITO : CUTERVO PROVINCIA : CUTERVO DEPARTAMENTO : CAJAMARCA GOBIERNO REGIONAL DE CAJAMARCA GERENCIA SUB REGIONAL CUTERVO REGION CAJAMARCA E.F.G - S.G.R 1 2 3 4 5 6 7 8 9 12 11 10 1 2 3 4 5 6 7 8 9 12 11 10 TD-01 TD-02 TG TD-03 Kw-3 2 N° 10 AWG PVC - SAP 1" d NYY-1KV 3-1x16+10mm² PVC - SAP 2" d NYY-1KV 3-1x16+10mm² PVC - SAP 2" d 2 N° 10 AWG PVC - SAP 1" d 2 N° 10 AWG PVC - SAP 1" d 2 N° 10 AWG PVC - SAP 1" d A LA RED ELECTRONORTE NYY-1KV 3-1x16+10mm² MODULO ESTRUCTURAL 1 1 y 2° PISO MODULO ESTRUCTURAL 1 3° PISO MODULO ESTRUCTURAL 2 1° PISO MODULO ESTRUCTURAL 2 2° PISO MODULO ESTRUCTURAL 3 1° PISO MODULO ESTRUCTURAL 3 2° PISO ESC: 1/25 POZO PUESTA TIERRA DE TABLEROS DE DISTRIBUCION DESCRIPCION AREA TECHADA PLANTA 1 PISO CANT. AREA (m²) C.U (W/m²) C.E (W) DEMANDA 307.55 18 5,535.90 RESERVA 01 1000 1000 SUB TOTAL (W) FACTOR SIMULTANEIDAD (F.S) MAXIMA DEMANDA (KW) 12,071.80 0.80 9.66 CUADRO DE CARGAS MODULO 1 PLANTA 2 PISO 307.55 18 5,535.90 DESCRIPCION AREA TECHADA PLANTA 1 PISO CANT. AREA (m²) C.U (W/m²) C.E (W) DEMANDA 107.91 18 1,942.38 RESERVA 01 1000 1000 SUB TOTAL (W) FACTOR SIMULTANEIDAD (F.S) MAXIMA DEMANDA (KW) 4,884.76 0.80 3.91 CUADRO DE CARGAS MODULO 2 PLANTA 2 PISO 107.91 18 1,942.38 DESCRIPCION AREA TECHADA PLANTA 1 PISO CANT. AREA (m²) C.U (W/m²) C.E (W) DEMANDA 157.63 18 2,837.34 RESERVA 01 1000 1000 SUB TOTAL (W) FACTOR SIMULTANEIDAD (F.S) MAXIMA DEMANDA (KW) 6,674.68 0.80 5.34 CUADRO DE CARGAS MODULO 3 PLANTA 2 PISO 157.63 18 2,837.34 MAXIMA DEMANDA TOTAL M.D. MODULO 01: 9.66 KW M.D. MODULO 02: 3.91 KW M.D. MODULO 03: 5.34 KW M.D. TOTAL: 18.91 KW C - 1 ALUMBRADO DIAGRAMA UNIFILAR TD-2 2 x 16 A PVC - SAP 5/8" d 2 x 32 A Ida 30 mA 2 polos 2 N° 10 AWG PVC - SAP 1" d NOTA: Ida: interruptor diferencial de 25A sensibilidad de 30 mA, 2 polos TD3 C - 1 ALUMBRADO RESERVA DIAGRAMA UNIFILAR TD-3 2 x 16 A PVC - SAP 5/8" d 2 x 32 A Ida 30 mA 2 polos 2 N° 10 AWG PVC - SAP 1 1/2" d TG KW - H MEDIDOR RESERVA T - 1 TOMACORRIENTE 2 x 20 A PVC - SAP 3/4" d TW - 2 N° 12 AWG. T - 1 TOMACORRIENTE 2 x 20 A PVC - SAP 3/4" d T - 2 TOMACORRIENTE 2 x 20 A PVC - SAP 3/4" d 2 N° 10 AWG PVC - SAP 1" d TD1 C - 2 ALUMBRADO C - 1 ALUMBRADO RESERVA T - 1 TOMACORRIENTE 2 x 20 A 2 x 16 A 2 x 16 A PVC - SAP 5/8" d PVC - SAP 5/8" d TW - 2 N° 12 AWG. PVC - SAP 3/4" d 2 x 32 A Ida 30 mA 2 polos 2 N° 10 AWG PVC - SAP 1" d 2 x 16 A PVC - SAP 5/8" d C - 3 ALUMBRADO DIAGRAMA UNIFILAR TD-1 TD2 2 x 16 A PVC - SAP 5/8" d C - 4 ALUMBRADO C - 2 ALUMBRADO 2 x 16 A PVC - SAP 5/8" d C - 2 ALUMBRADO 2 x 16 A PVC - SAP 5/8" d A LA RED ELECTRONORTE NYY-1KV 3-1x16+10mm² PVC - SAP 2" d NYY-1KV 3-1x16+10mm² PVC - SAP 2" d TW - 2 N° 14 AWG. TW - 2 N° 14 AWG. TW - 2 N° 14 AWG. TW - 2 N° 14 AWG. TW - 2 N° 14 AWG. TW - 2 N° 14 AWG. TW - 2 N° 14 AWG. TW - 2 N° 14 AWG. TW - 2 N° 12 AWG. TW - 2 N° 12 AWG. C - 3 ALUMBRADO 2 x 16 A PVC - SAP 5/8" d TW - 2 N° 14 AWG. T - 2 TOMACORRIENTE 2 x 20 A TW - 2 N° 12 AWG. PVC - SAP 3/4" d DETALLES DE TABLEROS DE DISTRIBUCION C-1 C-2 T-1 x x x x x x x S x S 2(a,b) contraria. 1. El tablero general será para empotrar con marco y puerta con tirador. 2. Los interruptores del tabledro general serán del tipo ticino 322 de 20 A o similar, 3. Los conductores será de alambre unipolar de cobre electrolítico de 99.90 % de conductibilidad con aislamiento termoplástico tipo Tw con calibre en mm. 4. Los conductores de calibre mínimo a emplearse serán de 14AWG salvo indicación 5. Las tuberías de cloruro de ponivinilo del tipo pesado de 15 mm o mínimo, salvo 6. Las cajas de paso, salidas dce interruptores, serán de fierro galvanizado, clase aseguradas a las cajas. No se aceptan orejas soldadas. 7. Los accesorios para la salida, tales como interruptores, tomacorrientes, pulsadores 8. La altura de los reflectores será de 2.30. m.s.n.p.t., de una potencia de 200 watts 9. Para los accesorios y detalles no especificados se tomarán los indicados por el con fusible a alambre de 20 y 15 A - 250. indicación contraria. liviano o pesado. Las orejas de la fijación de los accesorios estarán mecánicamente a los de la serie domino de Ticino, con placa de baquelita. halógeno y metálico. Código Nacional de electricidad Tomo V. Especificaciones Técnicas KW - H TD-1 PVC - SAP 11/2" d TG DIAGRAMA UNIFILAR TABLEROS DE DISTRIBUCION NYY-1KV 3-1x16+10mm² PVC - SAP 2" d NYY-1KV 2-1x16+10mm² MODULO 1 TD-2 NYY-1KV 2-1x16+10mm² MODULO 2 PVC - SAP 11/2" d TD-3 NYY-1KV 2-1x16+10mm² MODULO 3 PVC - SAP 11/2" d \W2.79973; GERENCIA SUB REGIONAL DE CUTEVO - \W2.79973; CAJAMARCA \W2.13084; "MEJORAMIENTO Y AMPLIACION DE LA INFRAESTRUCTURA EDUCATIVA I.E.S \W2.13084; CARLOS MATTA CONTRERAS - MAMABAMBA - CUTERVO - CAJAMARCA" INSTALACIONES SANITARIAS INTERIORES Y DETALLES PROYECTO: PLANO: PROYECTISTAS: LOCALIDAD: MAMABAMBA LAMINA: IS -2 DIBUJO: REVISADO: ESCALA: FECHA: E.F.G - S.G.R 1-50 JULIO - 2013 DISTRITO : CUTERVO PROVINCIA : CUTERVO DEPARTAMENTO : CAJAMARCA GOBIERNO REGIONAL DE CAJAMARCA GERENCIA SUB REGIONAL CUTERVO REGION CAJAMARCA E.F.G - S.G.R LABORATORIOS EN 3° PISO 1/2" 1/2" 1/2" 1/2" 3/4" 1/2" 1/2" 1/2" 3/4" Viene agua de primer piso. 3/4" 3/4" \W2.79973; GERENCIA SUB REGIONAL DE CUTEVO - \W2.79973; CAJAMARCA \W2.13084; "MEJORAMIENTO Y AMPLIACION DE LA INFRAESTRUCTURA EDUCATIVA I.E.S \W2.13084; CARLOS MATTA CONTRERAS - MAMABAMBA - CUTERVO - CAJAMARCA" PLANTEAMIENTO SANITARIO GENERAL - AGUA - DESAGÜE PROYECTO: PLANO: PROYECTISTAS: LOCALIDAD: MAMABAMBA LAMINA: IS -1 DIBUJO: REVISADO: ESCALA: FECHA: E.F.G - S.G.R 1-75 JULIO - 2013 DISTRITO : CUTERVO PROVINCIA : CUTERVO DEPARTAMENTO : CAJAMARCA GOBIERNO REGIONAL DE CAJAMARCA GERENCIA SUB REGIONAL CUTERVO REGION CAJAMARCA E.F.G - S.G.R 1" 1" 1" 3/4" 3/4" 3/4" 1/2" 3/4" 3/4" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1/2" 1" BAÑOS MODULO 03 - 1° PISO LABORATORIOS EN 3° PISO BAÑOS MODULO 03 - 1° PISO 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 4" 4" 4" 4" 4" 4" 4" 4" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 4" 4" 4" 4" 4" 2" 2" 4" 4" 4" 4" 4" 4" 4" 4" 2" 2" 2" 2" 2" 2" 2" 2" 2" 2" 4" 4" 4" 4" 4" A LA RED PUBLICA 4" C.R 0.30 x 0.60 C.R 0.30 x 0.60 Baja desagüe a primer piso L E Y E N D A CODO 90° SALIDA DE AGUA TEE SANITARIA SIMPLE DESCRIPCION TUB. DE AGUA FRIA PVC-SAP CLASE 10 VALVULA COMPUERTA DE BRONCE EN LA HORIZONTAL/VERTICAL RED DE AGUA SIMBOLOS DESCRIPCION REGISTRO ROSCADO DE BRONCE EN PISO SUMIDERO CON TRAMPA "P" CODO DE 90° EN SUBIDA/BAJADA TUB. DE DESAGUE PVC-SAL, CLASE 7.5 RED DE DESAGUE L E Y E N D A CODO DE 45° YEE SIMPLE / DOBLE CAJA DE REGISTROS SIMBOLOS Malla d1/4" @ 0.10 Dos Sentidos \A1;Fº Liso d 1/2" \A1;2 d 1/2" 0.07 3 Angulos 2"x2"x3/16" Perimetral \A1;Ver Det. F \A1;Rebaje \A1;REGISTRO ROSCADO CORTE G-G d 1/4" @ 0.20m. Tuerca d 1/2" 0.10 0.10 LAS PAREDES DE LAS CAJAS DE REGISTRO DE DESAGÜE DE A CUERDO AL DETALLE, SALVO DONDE SE PRESENTE TERRENOS AGRESIVOS QUE DE ACUERDO AL ESTUDIO DE SUELOS SE DEBE UTILIZAR, CAJAS DE CONCRETO. IMPERMEABILIZAR LAS TAPAS DE LA CAJA DE REGISTRO CON EMULSIÓN ASFÁLTIVCA PARA EVITAR MALOS OLORES 0.12 0.15 0.12 0.30 CORTE F-F CAJA DE REGISTRO Rebaje \A1;Concreto Fc=175 kg/cm2 Ladrillo de arcilla Corriente 6x11x24 de Soga 6 d 1/4" d1/4" @ 0.10m. .07 \A1;2 d 1/2" Ang. 2"x2"x3/16" Perimetral Ver Det. K Variable Max. 0.80m. d1/4" @0.20 \A1;Tarrajeo Pulido \A1;Tipo 1/2 Caña .06 \A1;Fª Liso d1/2" Malla d1/4" @ 0.10 2 Sentidos \A1;Tuerca 1/2" 0.10 0.10 G Ang. 2"x2"x3/16" Perimetral Detalle K \A1;Ladrillo de arcilla Corriente 6 x 11 x 24 de Soga 0.60 \A1;Tarrajeo 1.5 cm Mezcla 1:4 0.30 PLANTA ESCALA : 1/10 \A1;Tirador F Ang. 2"x1"x3/16" Perimetral F G Sube ventilación adosada a columna de 2" con sombrero Sube ventilación adosada a columna de 2" con sombrero Sube ventilación adosada a columna de 2" con sombrero Sube ventilación adosada a columna de 2" con sombrero S S S S a a a a b b b b S 2(a,b) S 2(a,b) Z4 Z4 Z4 Z4 C3 A A B B ESC: 1/25 POZO PUESTA TIERRA DE MEDIDOR GENERAL 1.10 0.80 .05 .10 .05 .10 ABRAZADERA DE UNION SOLDADA AL DISPERSOR CON SOLDADURA FUERTE COBRE DESNUDO 12 AWG-TW COLECTOR DE TIERRA DE TUBO ETERNIT DE 4''d TAPA DE CONCRETO 0.90 x0.90 .38 .10 DISPERSOR TUBO DE F°G° DE 2'' d, LONGITUD 3 m. MINIMO TUBO ETERNIT DE 4''d TIERRA CERNIDA Y COMPACTADA HUECOS RADIALES DE 5mm. d 2.00 .60 0.60 5 5 5 5 5 I.E.S CARLOS MATTA RIVERA - MAMABAMBA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MURO DE CONTENCION CERCO PERIMETRICO MURO DE CONTENCION Bruña de 1/2" Bruña de 1/2" 5 ELEVACION PRINCIPAL ESC:1/75 CORTE X-X ESC:1/75 5 PUERTA METALICA Jardinera 5 5 5 5 5 5 5 5 5 5 \W2.79973; GERENCIA SUB REGIONAL DE CUTEVO - \W2.79973; CAJAMARCA \W2.13084; "MEJORAMIENTO Y AMPLIACION DE LA INFRAESTRUCTURA EDUCATIVA I.E.S \W2.13084; CARLOS MATTA CONTRERAS - MAMABAMBA - CUTERVO - CAJAMARCA" PORTON METALICO EN PORTICO DE INGRESO. PROYECTO: PLANO: PROYECTISTAS: LOCALIDAD: MAMABAMBA LAMINA: E - 7 DIBUJO: REVISADO: ESCALA: FECHA: E.F.G - S.G.R 1-50 JULIO - 2013 DISTRITO : CUTERVO PROVINCIA : CUTERVO DEPARTAMENTO : CAJAMARCA GOBIERNO REGIONAL DE CAJAMARCA GERENCIA SUB REGIONAL CUTERVO REGION CAJAMARCA E.F.G - S.G.R PROYECCION DE ALERO CUADRO DE COLUMNAS 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 9 10 11 12 5 5 Emparrillado estructural con acero f´c=4200 kg/cm² de 1/2" Acero estructural de 1/2" d Concreto dado de ciclopeo con 140 kg/cm² Concreto de 175 kg/cm² TERRENO NATURAL TERRENO NATURAL NTN + 2100.00m NTN + 2102.10m Losa de patio cívico. Junta de dilatación asfáltica. DETALLE DE CORTE DE GRADERIA DE ACCESO PRINCIPAL 1 2 3 4 5 6 7 8 9 10 11 12 Dicroico Dicroico Dicroico 5 5 5 5 5 5 Viene de TD-03 C-4 A pórtico de ingreso C - 4 ALUMBRADO 2 x 16 A PVC - SAP 5/8" d TW - 2 N° 14 AWG. a a a a a S a INSTALACION ELECTRICO DE PORTICO Dicroico empotrado en pared h=0.6m Luminaria empotrada en losa armada 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Tubo perimetral de 1 1/2" d galvanizado. Tubo perimetral de 2" d galvanizado. Plancha perfil gran onda metálico Marco de perfil metálico de 1" lado tipo "L". Ventanilla metálica con plancha estriada. Acero liso 3/4" para picaporte en piso. Bisagra metálica de 6" x 6" acerada soldada en obra. Bisagra metálica de 6" x 6" acerada soldada en obra. 5 Proyección de tranquera metálica con acero liso de 3/4" d y candado. ELEVACION DE PORTON METALICO. 5 5 Valv. de Compuerta ELECTROBOMBA ISOMETRICO EQUIPO DE BOMBEO SISTEMA DE AGUA POTABLE NOTA : TODAS LAS TUBERIAS INSTALADAS DENTRO Y FUERA DE LA CAMARA DE BOMBEO, CISTERNA Y TANQUE ELEVADO SERAN DE FºGº Union Universal Valvula Check d 1 1/2" Tuberia Impulsion. d1 1/2" al Tanque Elevado d 2 " d 2" Valv. de Pie y Canastilla Tapon d 2" - POTENCIA ESTIMADA DE 1.00 HP - A.D.T. = 18.85 mts. CARACTERISTICAS TECNICAS - ELECTROBOMBA CENTRIFUGA ELECTROBOMBA - RED DE AGUA POTABLE: DEL EQUIPO DE BOMBEO - GASTO = 1.36 LPS ELECTROBOMBA DE PRESION CONSTANTE EL EQUIPO DE BOMBEO DEBERA DOTARSE DE LOS SIGUIENTES IMPLEMENTOS: EL CONTROL DE NIVEL DEL AGUA EN LOS TANQUES, SE HARA elevado descienda hasta la mitad de su altura util. elevado ascienda hasta el nivel maximo previsto. descienda a 0.05 m. por encima de la canastilla de succion POR MEDIO DE INTERUPTORES AUTOMATICOS QUE PERMITA : - Parar la bomba cuando el nivel del agua en la cisterna - Arrancar la bomba cuando el nivel de agua en el Tanque - Parar la bomba cuando el nivel del agua en el tanque NOTAS CAJUELA DE SUCCION 5 5 5 5 DETALLE DE ESC. 1 : 25 CORTE A - A CORTE ESQUEMATICO DE INSTALACIONES UNION UNIVERSAL VALVULA CHECK VALVULA COMPUERTA Ø 1/2" Ø 2" FLOTADOR CAJUELA DE REBOSE 30 x 30 x 30 cm. Ø 2" HACIA RED DE DESAGÜE TAPA SANITARIA 60 x 60 x 60 cms. Na = - 0.075 UNION UNIVERSAL Ø 1 1/2" Ø 1 1/2" N.P.T. + 0.15 ROMPE AGUA BRIDA ROMPE AGUA BRIDA EN CAJUELA NIV. + 0.30 VIENE DE LA RED VALVULA CISTERNA Ø 2" VENTILACION DE HACIA TQ. ELEVADO SUBE IMPULSION Ø 1 1/2" ELECTROBOMBA 1.00 HP CON MALLA METALICA N° 100 EN SALIDA TUB. DE REBOSE Ø 3" NIVEL - 1.80 TUB. PVC Ø 2" SUCCION CANASTILLA Y VALVULA DE PIE CISTERNA CAP. 2.90m3 5 Ø 1/2" A LA MONTANTE DE DESAGÜE TUBERIA DE TUBERIA DE IMPULSION Ø 1 1/2" AL INTERRUPTOR ELECTRICO BRECHA DE AIRE Ø 3" .05 .10 .50 TECHO REBOSE Ø 2" 01 Tanque Elevado Rotoplast de 1100 litros de capacidad RESERVORIO ELEVADO soportados por muretes de ladrillo ESQUEMA INSTALACION PURGA Ø 1 1/2" Ø 2" TUBERIA DE DISTRIBUCION Tuberia de limpieza ø2" CAP. 1100 Lts. TQ. ELEV. ROTOPLAS REBOSE Ø 2" TUBERIA DE IMPULSION Ø 1 1/2" 5 Ø 1 1/2" CISTERNA Ø 2" Ø 2" Ø 1 1/2" Ø 1 1/2" 10 30 30 1" COTAS EN cmts. CAJA DE MADERA PARA VALVULAS LAS DIMENSIONES FINALES SERAN VERIFICADAS EN OBRA,ACORDE A LOS ACCESORIOS A USAR:NIPLES CODOS,VALVULA ,UNION UNIVERSAL 10 C 25 25 B A ENCHAPES DE PARED ETC. 10 25 25 C 1/2" 3/4" DE TUBERIA DIAMETRO A B A CAJA DE MADERA PARA VALVULAS E IRAN ENTRE UNIONES UNIVERSALES. REALIZAR LA SIGUIENTE PRUEBA : LAS VALVULAS COMPUERTAS SERAN DE BRONCE TIPO "CIM", " CRANE " ó SIMILAR PARA UNA PRESION DE 125 ANTES DE CUBRIR LAS TUBERIAS DE AGUA SE DEBERA LAS TUBERIAS DE AGUA SERAN DE PVC - SAP CLASE TODAS LAS TUBERIAS DE AGUA CORREN DE PREFERENCIA Lb. / pulg. INSTALADAS EN NICHOS ( Ver Detalle ) 1O ROSCADO. POR LA PARED. MINUTOS SIN PERMITIR ESCAPES. UNA PRESION DE 1OO Lb. / pulg. DURANTE 3O MEDIANTE BOMBA DE MANO DEBERAN SOPORTAR ESPECIFICACIONES TECNICAS Z1 C1 C-1 4d1/2" 1@ 0.05, 1 Ø3/8" 8@ 0.10, rto.@0.20 5 5 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Z1 C1 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Z1 C1 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 Z1 Ø 1/2" @ 0.20 Ø 1/2" @ 0.20 CORTE 1-1 5 5 5 5 Cimiento 1:10 (C:H) +30% P.G.(max. 8") N.F.P.=+0.10 N.T.N.=±0.00 5 N.F.C.=-1.20 5 5 SCR-101 1 1 1 1 1 1 1 1 V-1 V-1 V-2 V-2 5 \A1;2d5/8" 5 \A1;2d5/8" V-1 5 \A1;2d1/2" 5 \A1;2d1/2" V-2 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A 5 5 DESARROLLO DE TANQUE ELEVADO PLANTA TECHOS CISTERNA 2" DESCRIPCION TUB. DE DESAGUE PVC-SAL, CLASE 7.5 RED DE DESAGUE L E Y E N D A CAJA DE REGISTROS SIMBOLOS L E Y E N D A CODO 90° TEE SANITARIA SIMPLE DESCRIPCION TUB. DE AGUA FRIA PVC-SAP CLASE 10 VALVULA COMPUERTA DE BRONCE EN LA HORIZONTAL/VERTICAL RED DE AGUA SIMBOLOS 1" d 1" d 1" d 1" d 1" d Sube agua a tanque elevado Viene agua de red pública SRC-101 5 5 5 5 5 6 d5/8" 2@ 0.05, 1 Ø3/8" 2@ 0.10, 2.@0.20 RTO .@0.25 VS-101 5 5 5 5 5 4 d5/8" + 2d1/2" 2@ 0.05, 1 Ø3/8" 2@ 0.10, 2.@0.20 RTO .@0.25 CUADRO DE VIGAS 5 5 VISTA LATERAL DE ESTRUCTURA VISTA FRONTAL C-3 C - 3 ELECTROBOMBA 2 x 20 A 2 N° 14 AWG. PVC - SAP 5/8" d C-3 DE TD-02 ELECTRICAS CISTERNA HACIA ELECTROBOMBA 1 2 3 5 5 5 5 VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-102 (0.25 X 0.60m) VS-102 (0.25 X 0.60m) VS-102 (0.25 X 0.60m) VS-102 (0.25 X 0.60m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-2 (0.25 X 0.40m) VS-2 (0.25 X 0.40m) V1- (0.25 X 0.60m) V1- (0.25 X 0.60m) VB- (0.15 X 0.20m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 A B C D E F G H I J K 5 5 5 5 5 5 5 5 5 5 V1 V1 V1 V1 V1 V1 V1 V1 V1 VB- (0.15 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) MODULO ESTRUCTURAL 1 3° NIVEL VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VS-2 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VS-102 (0.25 X 0.60m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-102 (0.25 X 0.60m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-1 (0.25 X 0.20m) VS-2 (0.25 X 0.40m) V1- (0.25 X 0.60m) V1- (0.25 X 0.60m) VB- (0.15 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" V1 V1 VB- (0.15 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) V1 V1 V1 V1 V1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 1d 1/2" VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) Ñ O L LL M N 5 5 5 5 P 5 5 2 1 5 5 5 3 MODULO ESTRUCTURAL 2, 2° PISO 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 1d 1/2" 5 1d 1/2" 5 1d 1/2" 5 5 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 1d 1/2" VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) V1 V1 V - C V - C VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) V - C VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) V - C VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VP-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-101 (0.25 X 0.40m) VS-102 (0.25 X 0.60m) 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) A A B B VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) V - C VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) V1 V1 V1 V1 V1 VCH1- (0.25 X 0.20m) 5 5 5 5 5 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 1d 1/2" 5 5 5 1d 1/2" 5 5 1d 1/2" 1d 1/2" 1d 1/2" VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VIGA CUMBRERA (0.20 X 0.47m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) VCH1- (0.25 X 0.20m) R S T U 5 5 5 5 5 Q 1 2 3 5 5 5 MODULO ESTRUCTURAL 3, 2° PISO ERICK ALONSO FARFAN GUERRERO ARQUITECTO CAP: 11943 ING. CIVIL. ERICK ALONSO FARFAN GUERRERO ARQUITECTO CAP: 11943 ING. CIVIL. ERICK ALONSO FARFAN GUERRERO ARQUITECTO CAP: 11943 ING. CIVIL. ERICK ALONSO FARFAN GUERRERO ARQUITECTO CAP: 11943 ING. CIVIL. ERICK ALONSO FARFAN GUERRERO ARQUITECTO CAP: 11943 ING. CIVIL. ERICK ALONSO FARFAN GUERRERO ARQUITECTO CAP: 11943 ING. CIVIL.

Language	Spanish
Drawing Type	Detail
Category	Mechanical, Electrical & Plumbing (MEP)
Additional Screenshots
File Type	dwg
Materials	Concrete, Plastic, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, College, cortes, DETAIL, details, DWG, earthquake resistant structure, einrichtungen, facilities, gas, gesundheit, high, l'approvisionnement en eau, la sant, le gaz, machine room, maquinas, maschinenrauminstallations, multiple, plant, provision, school, structural, structures, wasser bestimmung, water