Upgrades To Classroom Buildings Las Mercedes, Piura, Peru DWG Detail for AutoCAD

Upgrades To Classroom Buildings Las Mercedes, Piura, Peru DWG Detail for AutoCAD

Technical Specifications, general details, foundation and lightened concrete.

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

stirrups, stribucion of stirrups according to picture, of slab, regional government of piura, regional infrastructure management, project management studies, draft:, flat:, place:, district:, province:, Department:, responsible professionals:, scale:, date:, sheet:, arq. franklin chavez towers, arq. franklin chavez towers, plant, plastic seal, microporous jebe, roof lightened first floor pavilion, esc, note the flattened walls will be lifted before the casting of the columns, armed in two senses, roof lightened second floor pavilion m., esc, note the flattened walls will be lifted before the casting of the columns, var., vpa, var., vpa, beam, esc, variable sole, esc, beam, esc, beam, esc, axis of symmetry, beam, esc, beam, esc, beam, esc, rest, beam, esc, esc, Related searches, esc, note for the trace of axes take into account architectural plans, equal cm. for iron of cm. for, splices over the being the splicing length, for lightened beams the lower steel is, join in a consultation with the designer., the percentages specified increase the length of, in case of not splicing in the areas indicated with, not splicing more than the total area of ​​the same, note, section, lower reinforcement, mts values, overlapping, upper reinforcement, anyone, beam, specified, bending detail of stirrups, in columns beams, specified, standard hook detail, column auction, rest, lightened beams, overcoming, foundation, stirrups, stribucion of stirrups according to picture, column anchoring, esc, in running foundation, threads, wires each, nomenclatures used ntn level of natural terrain. nfc foundation fund level. nfe excavation background level. npt finished floor level. nvt level of path completed. nlt finished slab level. nfz level of foundation foundation., stirrup stirrup, typical detail, concentration of stirrups, in columns, rest, rest, vertical reinforcement splicing, splicing as maximum, in columns plates, of reinforcement, beam sill, floor, kind, er floor, of the floor, wires, wires, wires, wires, iii, nlt, column elevation, esc, wires, column, plastic seal, microporous jebe, esc, cut, wires, column, stuffed joint, columneta, esc, columneta, esc, sill, esc:, variable of, variable, beam, esc:, cut, vpa, beam, beam cut, still sound, beam cut, vpa, vtpa var., court of, beam cut, beam, beam cut, nlt, foundation beam, beam, esc, beam, esc, filling, esc, cut, steel temp., beam, esc, beam, esc, nlt, cut level change in foundation plate, classroom overloads, passage, vpa, rooftop overhead, beam, esc, beam, esc:, cut, denied lightening, beam, esc, esc, beam, esc, vpa, esc, lightened, steel temp., they fold, horizontal, horizontal, they fold, parapet at peace tiles, rto., concrete concrete single concrete foundations concrete concrete large-sized cyclopeo of maximum size concrete pavements sidewalks bricks sports slab patio training concrete reinforced slab foundation beams: f’c overcrowding f’c columns tank f’c tank f’c fence beams lightened slabs f’c steel corrugated grade fy masonry the unit of mason

Raw text data extracted from CAD file:

\A1;1.50 \A1;1.60 \A1;1.60 \A1;1.50 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;1.40 \A1;.75 \A1;.75 \A1;2.00 \A1;.75 \A1;2.00 \A1;1.40 \A1;.75 \A1;.75 \A1;2.00 \A1;1.40 \A1;.75 \A1;0.90 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.90 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.90 \A1;1.00 \A1;1.00 \A1;3.20 \A1;3.20 \A1;0.70 \A1;0.70 \A1;0.70 \A1;2.10 \A1;0.25 \A1;0.60 \A1;0.25 \A1;7.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.70 \A1;2.10 \A1;0.90 \A1;0.75 \A1;3.10 \A1;0.57 \A1;3.20 \A1;3.20 \A1;0.70 \A1;0.70 \A1;3.10 \A1;0.575 \A1;0.70 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.20 \A1;0.15 \A1;0.50 \A1;0.25 \A1;0.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.20 \A1;2 ESTRIBOS \A1;D I STRIBUCION DE ESTRIBOS SEGUN CUADRO \A1;0.40 \A1;0.40 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.575 \A1;0.25 \A1;0.40 \A1;a 0.15 \A1;8 a 0.075 \A1;a 0.25 \A1;8 a 0.075 \A1;a 0.15 \A1;8 a 0.075 \A1;a 0.25 \A1;8 a 0.075 \A1;0.05 \A1;0.20 \A1;0.10 \A1;0.30 \A1;VARIABLE DE .50 A 1.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;Variable \A1;.20 \A1;.30 \A1;.20 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.05 \A1;0.20 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.25 \A1;0.60 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.30 \A1;1.10 \A1;1.10 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.00 \A1;0.60 \A1;.30 \A1;.30 \A1;1.60 \A1;1.60 \A1;.30 \A1;.30 \A1;0.90 \A1;0.40 \A1;0.20 \A1;.50 \A1;.50 \A1;0.40 \A1;0.10 \A1;0.075 \A1;0.20 \A1;0.075 \A1;0.25 \A1;2.10 \A1;0.75 \A1;0.25 \A1;7.40 \A1;0.90 \A1;0.20 \A1;1.30 \A1;1.00 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.20 \A1;H de losa \A1;VAR. GOBIERNO REGIONAL DE PIURA GERENCIA REGIONAL DE INFRAESTRUCTURA DIRECCION DE ESTUDIOS Y PROYECTOS PROYECTO: PLANO: LUGAR: DISTRITO: PROVINCIA: DEPARTAMENTO: PROFESIONALES RESPONSABLES: ESCALA: FECHA: LAMINA: N N ARQ. FRANKLIN CHAVEZ TORRES N N 1/XYZ 1/XYZ 1/XYZ AB-XY MES-19XY 1/XYZ ARQ. FRANKLIN CHAVEZ TORRES N N N N \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.25 \A1;0.10 \A1;0.90 \A1;0.25 \A1;SEGUN PLANTA NIV± JUNTA 1"(TIPICO) C/ESPUMA PLASTICA JEBE MICROPOROSO \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 S O L E R A SPA-1 ( 0.25 X 0.25 ) V I G A VPA- 3 ( 0.30 X 0.25 ) TECHO ALIGERADO PRIMER PISO - PABELLON I ESC : 1/50 NOTA : Los Muros Achurados serán levantados antes del vaciado de las Columnas ARMADO EN DOS SENTIDOS H=0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" 2 d 1/2" 1 d 3/8" TECHO ALIGERADO SEGUNDO PISO - PABELLON I H=0.20 m. ESC : 1/50 NOTA : Los Muros Achurados serán levantados antes del vaciado de las Columnas 1 d 1/2" 2 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" ( VAR. X 0.20 ) 0.90 5 5 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" 0.90 0.90 5 5 1 d 1/2" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" 0.90 0.90 5 5 1 d 1/2" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" 5 5 5 5 5 d 3/8" , 1@0.05,8@0.10,Rto@0.20 c/ext. d 3/8" , 1@0.05,8@0.10,Rto@0.20 c/ext. d 3/8" , 1@0.05,8@0.10,Rto@0.20 c/ext. 2 d 5/8" ( 0.25 X 0.50 ) V I G A VPA - 3 ( 0.30 X 0.25 ) V I G A VPA- 3 ( 0.30 X 0.25 ) S O L E R A SPA-2 ( 0.25 X VAR. ) S O L E R A SPA-2 ( 0.25 X VAR. ) S O L E R A SPA-2 ( 0.25 X VAR. ) S O L E R A SPA-2 ( 0.25 X VAR. ) V I G A VPA - 8 ( 0.30 X 0.25 ) ( 0.25 X 0.50 ) ( 0.25 X 0.50 ) S O L E R A SPA-1 ( 0.25 X 0.25 ) S O L E R A S PA-1 ( 0.25 X 0.25 ) S O L E R A SPA-1 ( 0.25 X 0.25 ) VPA-4(0.25X0.70) VPA-4(0.25X0.70) VPA-4(0.25X0.70) VPA-4(0.25X0.70) 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.20 c/ext. 5 3 d 5/8" 2 d 5/8" VIGA VPA-4( 0.25 X 0.70 ) ESC : 1/20 SOLERA SPA-2 ( 0.25 X VARIABLE ) ESC : 1/20 5 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.15 c/ext. 2 d 1/2" VIGA VPA-9( 0.25 X VAR.) ESC : 1/20 5 5 5 5 5 d 3/8",1@0.05, 5@0.10, Rto@0.15 c/ext. 5 2 d 1/2" 5 5 VIGA VPA-7 (0.25 X 0.50) ESC : 1/20 5 5 5 5 5 d 3/8" , 1@0.05,4@0.10,Rto@0.20 c/ext. d 3/8" , 1@0.05,4@0.10,Rto@0.20 c/ext. d 3/8" , 1@0.05,4@0.10,Rto@0.20 c/ext. 2 d 5/8" 2 d 5/8" EJE DE SIMETRIA 5 5 VIGA VPA-2 (0.25 X 0.50) ESC : 1/20 5 5 5 5 5 d 1/4" , 1@0.05,6@0.10, Rto@0.20 c/ext. VIGA VPA-3 (0.30x0.25) ESC : 1/20 5 5 6 d 1/2" d 1/4" , 1@0.05,6@0.10, Rto@0.20 c/ext. VIGA VPA-8 (0.30x0.25) ESC : 1/20 5 5 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 5 5 5 5 ( 0.15 X 0.50 ) d 3/8" :1@0.05,5@0.10, Resto @0.20 VIGA VPA-5 (0.15x0.50) ESC : 1/20 8 d 1/2" 4 d 1/2" (0.30x0.25) (0.30x0.25) (0.30x0.25) ( 0.25 x 0.25) ESC : 1/20 (0.25x0.25) (0.25x0.25) (0.25x0.25) (0.25x0.25) 5 A A A A A A A A 1 2 3 4 5 6 7 P-3 Pb Pb Pb Pb Pb Pb Pb Pb Pb Pb Pb Pb Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa P-2 P-2 P-1 P-2 P-2 P-2 P-1 P-2 P-1 P-1 P-3 P-3 P-4 P-4 P-4 P-4 CIMENTACION PABELLON I : PLATEA H=0.25m ESC : 1/50 NOTA : Para el trazo de ejes tener en cuenta Planos de Arquitectura A B C 5 5 5 IGUAL A 25 cm. PARA FIERROS DE 3/8", 35 cm. PARA 1/2" ó 5/8". EMPALMA SOBRE LOS APOYOS, SIENDO LA LONGITUD DE EMPALME PARA ALIGERADOS Y VIGAS CHATAS, EL ACERO INFERIOR SE EMPALME EN UN 70 % O CONSULTAR CON EL PROYECTISTA. LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON NO EMPALMAR MAS DEL 50% DEL AREA TOTAL DE UNA MISMA NOTA : 3.- 2.- 1.- SECCION REFUERZO INFERIOR VALORES DE m ( mts ) EMPALME TRASLAPADOS PARA d 3/8" 1/2" 5/8" .40 .40 .50 L/4 m L/4 L/3 REFUERZO SUPERIOR .40 .40 .45 L/4 m L/4 L/3 L/3 H H CUALQUIERA .45 .50 .60 H < 0.30 H > 0.30 d DE COLUMNA,PLACA ó VIGA a(cm.) r(cm.) ESPECIFICADO DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS r 45° a 45° ESPECIFICADO 2.0 2.5 2.0 d 1/2" 3/8" 1/4" 8.0 12.5 10.0 DETALLE DE GANCHO ESTANDAR L L .05 3/8" .12 5/8" 1/2" 3/4" .15 .20 .25 d L(m) REMATE DE COLUMNAS Resto s/cuadro @.15 1@.05 5 @10 .30 .30 (Excepto indicado) VIGAS , LOSAS Y ALIGERADOS SOBRECIMIENTO CIMIENTO 5 2 ESTRIBOS D I STRIBUCION DE ESTRIBOS SEGUN CUADRO DE ANCLAJE DE COLUMNAS ESC : 1/20 EN CIMIENTO CORRIDO 5 5 3 HILADAS 2 ALAMBRES #8 CADA NOMENCLATURAS UTILIZADAS NTN : Nivel de Terreno Natural. NFC : Nivel de Fondo de Cimentación. NFE : Nivel de Fondo de Excavación. NPT : Nivel de Piso Terminado. NVT : Nivel de Vereda Terminada. NLT : Nivel de Losa Terminada. NFZ : Nivel de Fondo de Cimentacion. estribo por armado DETALLE TIPICO CONCENTRACION DE ESTRIBOS EN COLUMNAS Resto s/cuadro @.15 1@.05 1@.05 5 @10 Resto s/cuadro 5 @10 EMPALME DE REFUERZO VERTICAL H/6 H H/6 2H/3 .65 3/4" NOTA.- EMPALMAR COMO MAXIMO EN COLUMNAS Y PLACAS Le d 3/8" 5/8" 1/2" Le .40 Le(m) .45 .55 50% DEL REFUERZO (Excepto indicado) (Excepto indicado) d 1/4" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. VIGA SOLERA SPA-1(0.25x0.25) 1 2 3 4 C C U A D R O D E C O L U M N A S PISO TIPO P-3 P-1 P-4 1 er PISO 0.25 x 0.575 0.25 x 0.25 6 Ø 5/8"+4 Ø 1/2" 3/8"Ø a 0.25 2 3/8"Ø a 0.25 1/4"Ø a 0.25 4 Ø 1/2" ( I V ) 2 do PISO ( I I I ) ( I ) 6 Ø 5/8" 0.25 x 0.575 0.25 x 0.25 3/8"Ø a 0.25 2 3/8"Ø a 0.25 ( I ) 6 Ø 5/8" 5 5 5 5 5 5 5 5 5 5 2 alambres N° 8 c/3hiladas 2 alambres N° 8 c/3hiladas 2 alambres N° 8 c/3hiladas ( I ) ( IV ) 5 5 5 5 2 alambres N° 8 c/3hiladas ( III ) NLT (VER CUADRO) a 0.15 8 a 0.075 a 0.25 8 a 0.075 a 0.15 8 a 0.075 a 0.25 8 a 0.075 ELEVACION DE COLUMNA ESC : 1/25 2 alambres N° 8 c/3hiladas columna junta 1"(tipico) c/espuma plastica jebe microporoso 4 d 3/8" P-3 0.25 x 0.70 0.25 x 0.70 5 5 5 5 ESC 1/20 CORTE X-X 2 alambres N° 8 c/3hiladas columna junta rellena c/tecnopor y 2 d 3/8" 1/4" @ 0.15 COLUMNETA Pa(.15x0.25) ESC : 1/20 COLUMNETA Pb(.15x0.25) ESC : 1/20 1/4" @ 0.15 SOLERA SPA-2 ESC: 1/20 2d1/2" 2d1/2" VARIABLE DE .50 A 1.30 0.25 5 5 Variable SPA-2 .20 .30 VIGA .20 4d3/8" ESC: 1/20 CORTE : B-B 4d3/8" 1/4":1@.05,4@.10, Rto@0.25 c/ext. P-2 2 3/8"Ø a 0.25 ( I I ) ( I I ) 0.25 x 0.70 0.25 x 0.70 5 5 ( II ) V I G A VPA - 1 ( 0.25 X 0.50 ) V I G A VPA - 2 ( 0.25 X 0.50 ) 4 d 1/2" VIGA VPA-1 (0.25 X 0.50) corte VIGA VPA-2 sigue d SOLERA sigue d SOLERA 5 5 2 d 5/8" 2 d 5/8" corte VIGA VPA-1 V I G A VPA - 6 ( 0.25 X 0.50 ) V I G A VPA - 7 ( 0.25 X 0.50 ) V I G A VTPA - 1 ( VAR. X 0.20 ) 6d3/8" Corte de corte VIGA VPA-7 0.25 VIGA VPA-6 (0.25 X 0.50) 5 5 2 d 5/8" 2 d 5/8" corte VIGA VPA-6 2 d 1/2" 6 Ø 5/8"+4 Ø 1/2" 6 Ø 5/8"+4 Ø 1/2" 6 Ø 5/8"+4 Ø 1/2" ( I V ) ( I I I ) 4d 1/2" NLT + 39.59 NLT + 39.94 V I G A D E C I M E N T A C I O N VC - 1 ( 0.25 X 0.60 ) V I G A D E C I M E N T A C I O N VC - 1 ( 0.25 X 0.60 ) VIGA DE CIMENTACION VC-4 (0.25 X 0.60) VIGA DE CIMENTACION VC-4 (0.25 X 0.60) VIGA DE CIMENTACION VC-3 (0.25 X 0.60) VIGA DE CIMENTACION VC-4 (0.25 X 0.60) VIGA DE CIMENTACION VC-2 (0.25 X 0.60) VIGA DE CIMENTACION VC-2 (0.25 X 0.60) VIGA DE CIMENTACION VC-2 (0.25 X 0.60) Ø 3/8" @ 0.30 ( S U P E R I O R ) Ø 3/8" @ 0.30 ( I N F E R I O R ) Ø 3/8" @ 0.20 ( S U P E R I O R ) Ø 3/8" @ 0.40 ( I N F E R I O R ) X X 5 5 VIGA VC-1 (0.25x0.60) ESC : 1/20 2 Ø 1/2"+1 Ø 5/8" 2 Ø 3/8" 3 Ø 1/2" 5 5 VIGA VC-2 (0.25x0.60) ESC : 1/20 2 Ø 1/2" 3 Ø 5/8" 4 Ø 1/2" 1/4"Ø a 0.25 RELLENO 5 5 5 5 5 5 5 5 ESC 1/20 CORTE Y-Y 5 X X Y Y ACERO TEMP. d1/4" @.25 ACERO TEMP. d1/4" @.25 Ø 3/8" @ 0.20 ( S U P E R I O R ) Ø 3/8" @ 0.40 ( I N F E R I O R ) Ø 3/8" @ 0.30 ( S U P E R I O R ) Ø 3/8" @ 0.30 ( I N F E R I O R ) 5 5 VIGA VC-3 (0.25x0.60) ESC : 1/20 3 Ø 1/2" 2 Ø 3/8" 3 Ø 1/2" d 3/8" @0.25 . d 3/8" , 1@0.05,6@0.10,4@0.15,Rto@0.30 c/ext. d 3/8" @0.25 . Ø 3/8" @ 0.30 (SUP.) Ø 3/8" @ 0.30 5 Ø 3/8" @ 0.30 5 5 Ø 3/8" @ 0.30 5 Ø 3/8" @ 0.30 5 Ø 3/8" @ 0.30 5 5 5 VIGA VC-4(0.25x0.60) ESC : 1/20 2 Ø 3/8" 3 Ø 1/2" d 3/8" @0.25 . 5 5 5 5 NLT +39.94 NLT +39.59 5 5 CORTE X-X : CAMBIO DE NIVEL EN PLATEA DE CIMENTACION 5 3 Ø 5/8" 3 Ø 1/2" 1 d 3/8" 5 5 1 d 1/2" 5 5 1 d 1/2" 5 5 1 d 1/2" 1 d 3/8" 2 d 1/2" 1 d 3/8" SOBRECARGAS AULAS = 250Kg/m² PASADIZO = 400Kg/m² V I G A VPA - 5 ( 0.15 X 0.50 ) 0.90 1 d 3/8" 1 d 3/8" SOBRECARGAS AZOTEA = 100Kg/m² 2 d 1/4"@0.10 VIGA VTPA-1 (VAR.x0.20) ESC : 1/20 5 6 d 1/2" 0.20 VIGA 5 5 4d 1/2" 2 3/8"Ø a 0.25 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 5 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" ESC: 1/20 CORTE : A-A 2d3/8" 2d3/8" dNEGATIVO DE ALIGERADO 0.20 5 5 1/4":1@.05,4@0.10, Rto@0.20 c/ext. 5 2 d 1/2" 1 d 1/2" 2 d 1/2" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 1/2" 5 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.15 c/ext. 2 d 1/2" VIGA VPA-9( 0.25 X VAR.) ESC : 1/20 5 5 d 3/8",1@0.05, 5@0.10, Rto@0.15 c/ext. 5 3 d 1/2" <> (0.30 x 0.25) ESC : 1/20 3 d 1/2" 1 d 1/2" 2 d 1/2" d 3/8" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. VIGA VPA-8( 0.30 X 0.25 ) ESC : 1/20 V I G A VPA - 8 ( 0.30 X 0.25 ) V I G A VPA - 8 ( 0.30 X 0.25 ) VPA-9 (0.25XVAR.) 5 5 1 d 5/8" 5 5 5 5 0.15 5 5 ESC 1/20 ALIGERADO h=0.20 0.20 ACERO TEMP. d1/4" @.25 A B C A B C VPA-9 (0.25XVAR.) VPA-9 (0.25XVAR.) VPA-9 (0.25XVAR.) VPA-9 (0.25XVAR.) VPA-9 (0.25XVAR.) VPA-9 (0.25XVAR.) 5 <> 5 Pb Pb Pb Pb Pb Pb Pb Pb Pb Pb Pb Pb Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa ( 0.25 X 0.50 ) Px Px Px Px Px Px Px Px T-T 2d3/8" 1/4"@.20 T T 2d3/8" 1/4"@.20 DOBLAN .20cm HORIZONTAL (Típico) 4d3/8" 1/4":1@.05,3@.10, Rto.@.20 Rto.@.20 1/4":1@.05,3@.10, 4d3/8" Px HORIZONTAL (Típico) DOBLAN .20cm PARAPETO EN PAZADISOS 4d3/8" Px (.15x.25) Rto. @.20 c/ext. 1/4":1@.05,3@.10 3 d 1/2" 3 d 1/2" 1.- CONCRETO \W4.00000; CONCRETO SIMPLE : \W4.00000; a) Cimientos Corridos : \W4.00000; Concreto Ciclopeo 1:10 (cemento-Hormigòn) + \W4.00000; 30% de piedra grande de tamaño maximo 8" \W4.00000; b) Solados : Concreto 1:12 (cemento-Hormigòn) \W4.00000; c) Veredas : f'c=140 kg/cm2, e=10cm, bruñas c/1m. \W4.00000; d) Losa Deportiva : f'c=140 kg/cm2, e=10cm. \W4.00000; e) Patio de Formacion : f'c=140 kg/cm2, e=10cm. \W4.00000; CONCRETO ARMADO : a) Losa y vigas de cimentacion: f'c = 210 kg/cm2 \W4.00000; b) Sobrecimientos : f'c = 175 kg/cm2 c) Columnas y placas(Incluido tanque elevado): \W4.00000; f'c = 210 kg/cm2 d) Vigas(Incluido tanque elevado): f'c = 210 kg/cm2 \W4.00000; e) Vigas de Cerco : f'c=175 kg/cm2 \W4.00000; f) Losas Aligeradas : f'c = 210 kg/cm2 2.- ACERO Corrugado Grado 60: fy = 4,200 kg/cm2 3.- ALBAÑILERIA a) La Unidad de Albañileria será Ladrillo de Arcilla Maquinado Muros de Cabeza ----- TIPO IV (13x24x9cm) Muros de Soga ----- TIPO III (12x24x9cm) \W4.00000; b) Los Muros tendrán 2 alambres # 8 cada 3 hiladas \W4.00000; anclados en las Columnas. \W4.00000; c) Mortero 1:4 4.- RECUBRIMIENTOS Zapatas y vigas de cimentacion: 7.5 cm Columnetas y placas de confinamiento: 2.5 cm Columnas y vigas peraltadas: 4.0 cm Aligerados, losas y escaleras: 2.0 cm. \W4.00000; Vigas Soleras : 2.0 cm. 5.- SOBRECARGAS Indicadas en planos de Aligerados. 6.- NORMAS NTE-020 CARGAS NTE-030 DISEÑO SISMORRESISTENTE NTE-060 CONCRETO ARMADO NTE-070 ALBAÑILERIA ESPECIFICACIONES TECNICAS DIRECCION DE ANALISIS Sistema estructural Sismorresistente LONGITUDINAL DESCRIPCION 0.4 Z U C S R Max. desplaz. de ultimo nivel (mm) 1.5 2.5 1.4 8 68 31 TRANSVERSAL Max. desplaz. relativo de entrepiso (mm) PORTICOS C.A. 0.4 1.5 2.5 1.4 6* MUROS ESTRUCTURALES * R=3 para los muros de albanileria 15 6 DIRECCION DE ANALISIS Sistema estructural Sismorresistente LONGITUDINAL DESCRIPCION 0.4 Z U C S R Max. desplaz. de ultimo nivel (mm) 1.5 2.5 1.4 8 30 16 TRANSVERSAL Max. desplaz. relativo de entrepiso (mm) PORTICOS C.A. 0.4 1.5 2.5 1.4 6* MUROS ESTRUCTURALES * R=3 para los muros de albanileria 18 12 PABELLON III (SERVICIOS COMPLEMENTARIOS) DIRECCION DE ANALISIS Sistema estructural Sismorresistente LONGITUDINAL DESCRIPCION 0.4 Z U C S R Max. desplaz. de ultimo nivel (mm) 1.5 2.5 1.4 8 21 12 TRANSVERSAL Max. desplaz. relativo de entrepiso (mm) PORTICOS C.A. 0.4 1.5 2.5 1.4 6* MUROS ESTRUCTURALES * R=3 para los muros de albanileria 5 2 PABELLON IV (SERVICIOS HIGIENICOS) NPT \Q15;d de losa \Q15;Material hormigonado compactado \Q15;Terreno compactado H de losa VAR. SECCION DE LOSA DE CIMENTACION 7.- ESTUDIO DE MECANICA DE SUELOS \W4.00000; * El Area donde se colocará Pisos y Veredas de Patio \W4.00000; de Formacion y Plataforma Deportiva se mejorará \W4.00000; colocando Material Hormigonado e=0.15m como \W4.00000; minimo, debidamente compactado. \W4.00000; * El Cemento a emplear será del Tipo MS. 8.- PARAMETROS SISMORRESISTENTES Ver cuadros respectivos para cada pabellon A B C 1 2 3 4 5 6 7 ADMINISTRATIVO + AULAS 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 1 2 3 4 5 6 7 A B C A B C A B C A B C EJE DE SIMETRIA 1 2 3 4 ESC : 1/20 ESC : 1/20 5 5 5 5 ESC : 1/20 5 0.90 5 SEGUN PLANTA Px Px Px Px PABELLON I y II (ADMINISTRATIVO + AULAS) NLT CUADRO DE NIVELES AULAS 39.59 39.34 37.70 NLT (Nivel de Losa Terminada) NFL NFR 39.94 39.69 37.70 ADMINISTRACION PABELLON I NFL (Nivel de fondo de Losa) NFR (Nivel de fondo de Relleno) LEYENDA NFL(VER CUADRO) NFR(VER CUADRO) ADMINISTRACION AULA AULA Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm jebe microporoso DISPOSICION DE LADRILLOS EN ALIGERADO ARMADO EN DOS SENTIDOS S O L E R A SPA-1 ( 0.25 X 0.25 ) V I G A VPA- 3 ( 0.30 X 0.25 ) V I G A VPA - 3 ( 0.30 X 0.25 ) S O L E R A SPA-1 ( 0.25 X 0.25 ) VPA-4(0.25X0.70) VPA-4(0.25X0.70) V I G A VPA - 1 ( 0.25 X 0.50 ) V I G A VPA - 2 ( 0.25 X 0.50 ) V I G A VPA - 5 ( 0.15 X 0.50 ) Px 1 2 3 4 1 2 3 4 A B C EJE DE SIMETRIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 5 5 5 5 ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) \A1;1.50 \A1;1.60 \A1;1.60 \A1;1.50 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;1.40 \A1;.75 \A1;.75 \A1;2.00 \A1;.75 \A1;2.00 \A1;1.40 \A1;.75 \A1;0.90 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.90 \A1;1.00 \A1;1.00 \A1;3.20 \A1;0.70 \A1;0.70 \A1;2.10 \A1;0.25 \A1;0.60 \A1;0.25 \A1;7.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.70 \A1;2.10 \A1;0.90 \A1;0.75 \A1;3.10 \A1;0.57 \A1;3.20 \A1;0.70 \A1;3.10 \A1;0.575 \A1;0.70 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.30 \A1;0.25 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.20 \A1;0.15 \A1;0.50 \A1;0.25 \A1;0.50 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.575 \A1;0.25 \A1;0.40 \A1;a 0.15 \A1;8 a 0.075 \A1;a 0.25 \A1;8 a 0.075 \A1;a 0.15 \A1;8 a 0.075 \A1;a 0.25 \A1;8 a 0.075 \A1;0.05 \A1;0.20 \A1;0.10 \A1;0.30 \A1;VARIABLE DE .50 A 1.30 \A1;0.25 \A1;0.25 \A1;0.25 \A1;Variable \A1;.20 \A1;.30 \A1;.20 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.05 \A1;0.20 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.60 \A1;0.10 \A1;1.10 \A1;1.10 \A1;1.10 \A1;1.30 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.60 \A1;.30 \A1;.30 \A1;0.90 \A1;0.40 \A1;0.20 \A1;.50 \A1;.50 \A1;0.40 \A1;0.10 \A1;0.075 \A1;0.20 \A1;0.075 \A1;0.25 \A1;2.10 \A1;0.75 \A1;0.25 \A1;7.40 \A1;0.90 \A1;0.20 \A1;1.30 \A1;1.00 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.20 \A1;0.20 \A1;0.20 GOBIERNO REGIONAL DE PIURA GERENCIA REGIONAL DE INFRAESTRUCTURA DIRECCION DE ESTUDIOS Y PROYECTOS PROYECTO: PLANO: LUGAR: DISTRITO: PROVINCIA: DEPARTAMENTO: PROFESIONALES RESPONSABLES: ESCALA: FECHA: LAMINA: N N ARQ. FRANKLIN CHAVEZ TORRES N N 1/XYZ 1/XYZ 1/XYZ AB-XY MES-19XY 1/XYZ ARQ. FRANKLIN CHAVEZ TORRES N N N N \A1;0.10 \A1;0.15 \A1;0.25 \A1;0.90 \A1;0.25 \A1;0.15 \A1;0.10 \A1;SEGUN PLANTA NIV± \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 S O L E R A SPA-1 ( 0.25 X 0.25 ) V I G A VPA- 3 ( 0.30 X 0.25 ) TECHO ALIGERADO PRIMER PISO - PABELLON II ESC : 1/50 NOTA : Los Muros Achurados serán levantados antes del vaciado de las Columnas ARMADO EN DOS SENTIDOS H=0.25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 TECHO ALIGERADO SEGUNDO PISO - PABELLON II H=0.20 m. ESC : 1/50 NOTA : Los Muros Achurados serán levantados antes del vaciado de las Columnas 1 d 1/2" 2 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" 1d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" 0.90 5 5 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" 0.90 0.90 5 5 1 d 1/2" 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 1/2" 5 5 5 d 3/8" , 1@0.05,8@0.10,Rto@0.20 c/ext. d 3/8" , 1@0.05,8@0.10,Rto@0.20 c/ext. 2 d 5/8" V I G A VPA - 3 ( 0.30 X 0.25 ) S O L E R A SPA-2 ( 0.25 X VAR. ) S O L E R A SPA-2 ( 0.25 X VAR. ) S O L E R A SPA-2 ( 0.25 X VAR. ) S O L E R A SPA-1 ( 0.25 X 0.25 ) S O L E R A SPA-1 ( 0.25 X 0.25 ) VPA-4(0.25X0.70) VPA-4(0.25X0.70) VPA-4(0.25X0.70) 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.20 c/ext. 5 3 d 5/8" 2 d 5/8" VIGA VPA-4( 0.25 X 0.70 ) ESC : 1/20 SOLERA SPA-2 ( 0.25 X VARIABLE ) ESC : 1/20 5 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.15 c/ext. 2 d 1/2" VIGA VPA-9( 0.25 X VAR.) ESC : 1/20 5 5 5 5 5 d 3/8",1@0.05, 5@0.10, Rto@0.15 c/ext. 5 2 d 1/2" 5 5 VIGA VPA-7 (0.25 X 0.50) ESC : 1/20 5 5 5 d 3/8" , 1@0.05,4@0.10,Rto@0.20 c/ext. d 3/8" , 1@0.05,4@0.10,Rto@0.20 c/ext. 2 d 5/8" 2 d 5/8" EJE DE SIMETRIA 5 5 VIGA VPA-2 (0.25 X 0.50) ESC : 1/20 5 5 5 5 5 d 1/4" , 1@0.05,6@0.10, Rto@0.20 c/ext. VIGA VPA-3 (0.30x0.25) ESC : 1/20 5 5 6 d 1/2" d 1/4" , 1@0.05,6@0.10, Rto@0.20 c/ext. VIGA VPA-8 (0.30x0.25) ESC : 1/20 5 5 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 5 5 5 5 d 3/8" :1@0.05,5@0.10, Resto @0.20 VIGA VPA-5 (0.15x0.50) ESC : 1/20 8 d 1/2" 4 d 1/2" (0.30x0.25) (0.30x0.25) ( 0.25 x 0.25) ESC : 1/20 (0.25x0.25) (0.25x0.25) (0.25x0.25) 5 A A A A A A A A 5 4 3 2 1 P-3 Pb Pb Pb Pb Pb Pb Pb Pb Pa Pa Pa Pa Pa Pa Pa Pa P-2 P-2 P-2 P-2 P-1 P-1 P-3 P-3 P-4 P-4 P-4 CIMENTACION PABELLON II : PLATEA H=0.25m ESC : 1/50 NOTA : Para el trazo de ejes tener en cuenta Planos de Arquitectura 5 5 5 d 1/4" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. VIGA SOLERA SPA-1(0.25x0.25) 5 4 3 E C U A D R O D E C O L U M N A S PISO TIPO P-3 P-1 P-4 1 er PISO 0.25 x 0.575 0.25 x 0.25 6 Ø 5/8"+4 Ø 1/2" 3/8"Ø a 0.25 2 3/8"Ø a 0.25 1/4"Ø a 0.25 4 Ø 1/2" ( I V ) 2 do PISO ( I I I ) ( I ) 6 Ø 5/8" 0.25 x 0.575 0.25 x 0.25 3/8"Ø a 0.25 2 3/8"Ø a 0.25 ( I ) 6 Ø 5/8" 5 5 5 5 5 5 5 5 5 5 2 alambres N° 8 c/3hiladas 2 alambres N° 8 c/3hiladas 2 alambres N° 8 c/3hiladas ( I ) ( IV ) 5 5 5 5 2 alambres N° 8 c/3hiladas ( III ) a 0.15 8 a 0.075 a 0.25 8 a 0.075 a 0.15 8 a 0.075 a 0.25 8 a 0.075 ELEVACION DE COLUMNA ESC : 1/25 2 alambres N° 8 c/3hiladas columna 4 d 3/8" P-3 0.25 x 0.70 0.25 x 0.70 5 5 5 5 ESC 1/20 CORTE X-X 2 alambres N° 8 c/3hiladas columna 2 d 3/8" 1/4" @ 0.15 COLUMNETA Pa(.15x0.25) ESC : 1/20 COLUMNETA Pb(.15x0.25) ESC : 1/20 1/4" @ 0.15 SOLERA SPA-2 ESC: 1/20 2d1/2" 2d1/2" VARIABLE DE .50 A 1.30 0.25 5 5 Variable SPA-2 .20 .30 VIGA .20 4d3/8" ESC: 1/20 CORTE : B-B 4d3/8" 1/4":1@.05,4@.10, Rto@0.25 c/ext. P-2 2 3/8"Ø a 0.25 ( I I ) ( I I ) 0.25 x 0.70 0.25 x 0.70 5 5 ( II ) V I G A VPA - 1 ( 0.25 X 0.50 ) V I G A VPA - 2 ( 0.25 X 0.50 ) 4 d 1/2" VIGA VPA-1 (0.25 X 0.50) corte VIGA VPA-2 sigue d SOLERA sigue d SOLERA 5 5 2 d 5/8" 2 d 5/8" corte VIGA VPA-1 V I G A VPA - 6 ( 0.25 X 0.50 ) V I G A VTPA - 1 ( VAR. X 0.20 ) 6d3/8" Corte de corte VIGA VPA-7 0.25 VIGA VPA-6 (0.25 X 0.50) 5 5 2 d 5/8" 2 d 5/8" corte VIGA VPA-6 2 d 1/2" 6 Ø 5/8"+4 Ø 1/2" 6 Ø 5/8"+4 Ø 1/2" 6 Ø 5/8"+4 Ø 1/2" ( I V ) ( I I I ) 4d 1/2" NLT + 39.59 VIGA DE CIMENTACION VC-4 (0.25 X 0.60) VIGA DE CIMENTACION VC-4 (0.25 X 0.60) VIGA DE CIMENTACION VC-4 (0.25 X 0.60) VIGA DE CIMENTACION VC-2 (0.25 X 0.60) VIGA DE CIMENTACION VC-2 (0.25 X 0.60) Ø 3/8" @ 0.30 ( S U P E R I O R ) Ø 3/8" @ 0.30 ( I N F E R I O R ) Ø 3/8" @ 0.20 ( S U P E R I O R ) Ø 3/8" @ 0.40 ( I N F E R I O R ) 5 5 VIGA VC-1 (0.25x0.60) ESC : 1/20 2 Ø 1/2"+1 Ø 5/8" 2 Ø 3/8" 3 Ø 1/2" 5 5 VIGA VC-2 (0.25x0.60) ESC : 1/20 2 Ø 1/2" 3 Ø 5/8" 4 Ø 1/2" 1/4"Ø a 0.25 RELLENO 5 5 5 5 5 5 5 5 ESC 1/20 CORTE Y-Y 5 X X Y Y ACERO TEMP. d1/4" @.25 ACERO TEMP. d1/4" @.25 d 3/8" @0.25 . d 3/8" , 1@0.05,6@0.10,4@0.15,Rto@0.30 c/ext. Ø 3/8" @ 0.30 (SUP.) Ø 3/8" @ 0.30 5 Ø 3/8" @ 0.30 5 5 Ø 3/8" @ 0.30 5 5 5 VIGA VC-4 (0.25x0.60) ESC : 1/20 2 Ø 3/8" 3 Ø 1/2" d 3/8" @0.25 . 5 5 5 5 3 Ø 5/8" 3 Ø 1/2" 1 d 3/8" 5 5 1 d 1/2" 1 d 3/8" 2 d 1/2" SOBRECARGAS AULAS = 250Kg/m² PASADIZO = 400Kg/m² V I G A VPA - 5 ( 0.15 X 0.50 ) 0.90 1 d 3/8" SOBRECARGAS AZOTEA = 100Kg/m² 2 d 1/4"@0.10 VIGA VTPA-1 (VAR.x0.20) ESC : 1/20 5 6 d 1/2" 0.20 VIGA 5 5 4d 1/2" 2 3/8"Ø a 0.25 2 d 5/8" 2 d 5/8" 2 d 5/8" 5 2 d 5/8" 2 d 5/8" 2 d 5/8" ESC: 1/20 CORTE : A-A 2d3/8" 2d3/8" dNEGATIVO DE ALIGERADO 0.20 5 5 1/4":1@.05,4@0.10, Rto@0.20 c/ext. 5 2 d 1/2" 1 d 1/2" 2 d 1/2" 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 1/2" 5 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.15 c/ext. 2 d 1/2" VIGA VPA-9( 0.25 X VAR.) ESC : 1/20 5 5 d 3/8",1@0.05, 5@0.10, Rto@0.15 c/ext. 5 3 d 1/2" <> (0.30 x 0.25) ESC : 1/20 3 d 1/2" 1 d 1/2" 2 d 1/2" d 3/8" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. VIGA VPA-8( 0.30 X 0.25 ) ESC : 1/20 V I G A VPA - 8 ( 0.30 X 0.25 ) V I G A VPA - 8 ( 0.30 X 0.25 ) VPA-9 (0.25XVAR.) 5 5 1 d 5/8" 5 5 5 5 0.15 5 5 ESC 1/20 ALIGERADO h=0.20 0.20 ACERO TEMP. d1/4" @.25 K H E K H E VPA-9 (0.25XVAR.) VPA-9 (0.25XVAR.) VPA-9 (0.25XVAR.) VPA-9 (0.25XVAR.) 5 <> 5 Pb Pb Pb Pb Pb Pb Pb Pb Pa Pa Pa Pa Pa Pa Pa Pa Px Px Px Px Px 3 d 1/2" 3 d 1/2" Px Px Px K H E AULAS EJE DE SIMETRIA 5 4 3 K H E V I G A D E C I M E N T A C I O N VC - 1 (0.25 X 0.60 ) V I G A D E C I M E N T A C I O N VC - 1 (0.25 X 0.60 ) 5 4 3 2 1 K H E K H E K H E K H E 5 4 3 2 5 4 3 2 5 4 3 2 5 4 3 2 V I G A VPA - 7 ( 0.25 X 0.50 ) 1 1 T-T 2d3/8" 1/4"@.20 T T 2d3/8" 1/4"@.20 DOBLAN .20cm HORIZONTAL (Típico) 4d3/8" 1/4":1@.05,3@.10, Rto.@.20 Rto.@.20 1/4":1@.05,3@.10, 4d3/8" Px HORIZONTAL (Típico) DOBLAN .20cm PARAPETO EN PAZADISOS 4d3/8" Px (.15x.25) Rto. @.20 c/ext. 1/4":1@.05,3@.10 ESC : 1/20 ESC : 1/20 5 5 5 5 ESC : 1/20 5 0.90 5 SEGUN PLANTA 1 1 Px Px Px Px NLT CUADRO DE NIVELES NLT (Nivel de Losa Terminada) NFL NFR 39.59 39.34 38.00 AULAS PABELLON II NFL (Nivel de fondo de Losa) NFR (Nivel de fondo de Relleno) LEYENDA NLT (VER CUADRO) NFL(VER CUADRO) NFR(VER CUADRO) Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm junta 1"(tipico) c/espuma plastica jebe microporoso junta 1"(tipico) c/espuma plastica jebe microporoso S O L E R A SPA-1 ( 0.25 X 0.25 ) V I G A VPA- 3 ( 0.30 X 0.25 ) S O L E R A SPA-1 ( 0.25 X 0.25 ) VPA-4(0.25X0.70) VPA-4(0.25X0.70) V I G A VPA-1 ( 0.25 X 0.50 ) V I G A VPA - 5 ( 0.15 X 0.50 ) K H E 5 4 3 5 4 3 V I G A VPA-2 ( 0.25 X 0.50 ) DISPOSICION DE LADRILLOS EN ALIGERADO ARMADO EN DOS SENTIDOS EJE DE SIMETRIA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 d 1/2" 1 d 1/2" ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) 5 5 1 d 1/2" 5 1 d 1/2" 5 ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) \A1;.75 \A1;.75 \A1;.75 \A1;1.50 \A1;.75 \A1;1.20 \A1;1.60 \A1;2.10 \A1;0.50 \A1;6.90 \A1;0.50 \A1;1.20 \A1;1.50 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.70 \A1;.50 \A1;1.20 \A1;2.10 \A1;0.50 \A1;1.20 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.25 \A1;3.20 \A1;3.20 \A1;0.70 \A1;0.70 \A1;3.10 \A1;0.575 \A1;0.70 \A1;3.20 \A1;0.70 \A1;4.20 \A1;0.58 \A1;0.15 \A1;0.50 \A1;0.25 \A1;3.20 \A1;3.20 \A1;0.70 \A1;0.70 \A1;3.10 \A1;0.575 \A1;0.70 \A1;3.20 \A1;0.70 \A1;4.20 \A1;0.58 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.575 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.70 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;2.10 \A1;0.75 \A1;0.25 \A1;7.40 \A1;0.90 \A1;0.20 \A1;VARIABLE DE .50 A 1.30 \A1;0.25 \A1;0.25 \A1;2.10 \A1;0.75 \A1;7.40 \A1;0.20 \A1;0.25 \A1;1.30 \A1;1.00 \A1;0.20 \A1;Variable \A1;.20 \A1;.30 \A1;.20 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.25 \A1;0.50 \A1;0.25 \A1;0.50 \A1;0.15 \A1;0.25 \A1;0.40 \A1;0.20 \A1;1.00 \A1;0.25 \A1;0.25 \A1;a 0.15 \A1;8 a 0.075 \A1;a 0.25 \A1;8 a 0.075 \A1;a 0.15 \A1;8 a 0.075 \A1;a 0.25 \A1;8 a 0.075 \A1;0.25 \A1;0.60 \A1;0.25 \A1;0.60 \A1;1.10 \A1;1.10 \A1;.50 \A1;.50 \A1;1.10 \A1;1.10 \A1;0.25 \A1;0.25 \A1;0.60 \A1;1.20 \A1;1.90 \A1;1.20 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;1.90 \A1;1.90 \A1;1.50 \A1;.75 \A1;2.00 \A1;1.40 \A1;.75 \A1;0.05 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.25 \A1;0.05 \A1;0.20 \A1;0.10 \A1;0.60 \A1;0.25 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.60 \A1;0.10 \A1;0.30 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.25 \A1;0.70 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.90 \A1;1.00 \A1;1.00 \A1;0.90 \A1;0.30 \A1;0.20 \A1;1.60 \A1;1.60 \A1;.30 \A1;.30 \A1;0.10 \A1;0.075 \A1;0.20 \A1;0.075 \A1;0.90 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 GOBIERNO REGIONAL DE PIURA GERENCIA REGIONAL DE INFRAESTRUCTURA DIRECCION DE ESTUDIOS Y PROYECTOS PROYECTO: PLANO: LUGAR: DISTRITO: PROVINCIA: DEPARTAMENTO: PROFESIONALES RESPONSABLES: ESCALA: FECHA: LAMINA: N N ARQ. FRANKLIN CHAVEZ TORRES N N 1/XYZ 1/XYZ 1/XYZ AB-XY MES-19XY 1/XYZ ARQ. FRANKLIN CHAVEZ TORRES N N N N \A1;0.10 \A1;0.15 \A1;0.25 \A1;0.90 \A1;0.25 \A1;0.15 \A1;0.10 \A1;SEGUN PLANTA \A1;.40 NIV± NLT CUADRO DE NIVELES SUM 39.59 39.34 37.70 NLT (Nivel de Losa Terminada) NFL NFR 39.94 39.69 37.70 SALA DE PROFES. PABELLON II NFL (Nivel de fondo de Losa) NFR (Nivel de fondo de Relleno) LEYENDA \A1;0.25 \A1;0.40 \A1;0.25 \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.10 \A1;.30 \A1;.10 \A1;.30 \A1;.00 \A1;.30 \A1;.30 \A1;.30 S O L E R A SSC-2 ( 0.25 X 0.25 ) S O L E R A SSC-2 ( 0.25 X 0.25 ) VSC-7(0.25 X 0.70) 5 5 5 1 d 1/2" V I G A VSC-3 ( 0.30 X 0.25) 1 d 1/2" 5 1 d 1/2" 5 5 5 VIGA VSC-6 ( 0.25 X 0.70 ) ESC : 1/20 5 5 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.20 c/ext. d 3/8" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. 5 5 5 5 3 d 5/8" VSC-6 5 5 3 d 5/8" 2 d 5/8" 3 d 5/8" dobla 1 d 5/8" 2 d 5/8" 3 d 5/8" TECHO ALIGERADO PRIMER PISO - PABELLON III ( H=0.25m.) ESC : 1/50 NOTA : Los Muros Achurados serán levantados antes del vaciado de las Columnas 1 d 1/2" 1 d 1/2" 1 d 1/2" 5 1 d 1/2" 5 VIGA VSC-7 ( 0.25 X 0.70 ) ESC : 1/20 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.20 c/ext. 5 d Solera SSC-2 d Solera SSC-2 3 d 5/8" 3 d 5/8" 2 d 5/8" 5 5 5 5 5 VIGA VSC-2 (0.25 X 0.50) ESC : 1/20 5 5 5 5 5 5 5 5 5 5 5 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. TECHO ALIGERADO SEGUNDO PISO - PABELLON III H=0.20m ESC : 1/50 NOTA : Los Muros Achurados serán levantados antes del vaciado de las Columnas V I G A VSC - 11 ( 0.25 X 0.40 ) INC. ( 0.25 X 0.50 ) ( 0.25 X 0.50 ) (0.25 X 0.20) (0.25 X VAR.) (0.25 X VAR.) (0.25 X 0.20) (0.25 X 0.20) (0.25 X 0.20) (0.25 X 0.20) (0.25 X 0.20) S O L E R A SSC-3 ( 0.25 X VAR. ) 1 d 1/2" (0.25x0.20) (0.25x0.20) (0.25x0.20) A A A A A A 5 5 <> d 1/4" , 1@0.10,4@0.15, Rto@0.25 c/ext. VIGA VSC-5 (0.15x0.50) ESC : 1/20 4 d 1/2" S O L E R A SSC-3 ( 0.25 X VAR. ) A A P-3 Pb Pb Pb Pb Pb Pb Pb Pb Pa Pa Pa Pa Pa Pa Pa Pa P-6 P-5 P-6 P-6 P-5 P-6 P-6 P-6 P-3 P-3 P-3 P-4 P-4 CIMENTACION PABELLON III : PLATEA H=0.25m ESC : 1/50 NOTA : Para el trazo de ejes tener en cuenta Planos de Arquitectura VIGA VSC-9 (0.25 X 0.50) ESC : 1/20 5 5 5 5 5 5 5 5 5 5 5 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" 2 d 5/8" d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. d 3/8" , 1@0.05, 5@0.10, 3@0.15, Rto@0.25 c/ext. C U A D R O D E C O L U M N A S PISO TIPO P-3 P-5 P-4 1 er PISO 0.25 x 0.575 0.25 x 0.25 VER CLAVE 10 Ø 5/8" 3/8"Ø a 0.25 2 3/8"Ø a 0.25 1/4"Ø a 0.25 4 Ø 1/2" ( I I I ) 2 do PISO 5 5 ( V ) ( I V ) 5 5 5 5 2 alambres N° 8 c/3hiladas ( I I ) 6 Ø 5/8" 5 5 5 P-6 0.25 x 0.70 3/8"Ø a 0.25 ( V ) 8 Ø 5/8" P-7 0.15 x 0.25 1/4"Ø a 0.25 4 Ø 1/2" 5 5 5 5 5 5 2 alambres N° 8 c/3hiladas 2 alambres N° 8 c/3hiladas ( I I I ) 2 alambres N° 8 c/3hiladas columna 4 d 3/8" 2 alambres N° 8 c/3hiladas columna 2 d 3/8" 1/4" @ 0.15 COLUMNETA Pa(.15x0.25) ESC : 1/20 COLUMNETA Pb(.15x0.25) ESC : 1/20 1/4" @ 0.15 d 1/4" @0.25 c/ext. Viga Solera SSC-2(0.25x0.25) 5 5 ESC : 1/20 SOLERA SSC-3 ( 0.25 X VARIABLE ) ESC : 1/20 5 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.15 c/ext. 2 d 5/8" VIGA VSC-10 ( 0.25 X VAR. ) ESC : 1/20 5 5 d 3/8",1@0.05, 5@0.10, Rto@0.15 c/ext. 5 2 d 1/2" 5 ( 0.25 x 0.20) ESC : 1/20 1 1 6d 3/8" 2 d1/2" 2 d1/2" VARIABLE DE .50 A 1.30 0.25 VSC-11 ( 0.25 X 0.40 ) ESC : 1/20 5 5 5 d 3/8" , 1@0.05, 5@0.10, Rto@0.15 c/ext. d 3/8" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. 2 d 5/8" ( 0.25 X VAR. ) ESC : 1/20 5 d 3/8",1@0.05, 5@0.10, Rto@0.15 c/ext. 5 2 d 5/8" 5 ( 0.25 x 0.20) ESC : 1/20 5 5 5 VSC-10 (0.25XVAR.) A B C A C Variable S-1 .20 .30 VIGA .20 4d3/8" ESC: 1/20 CORTE : B-B 4d3/8" 1/4":1@.05,4@.10, Rto@0.25 c/ext. V I G A VSC - 5 ( 0.15 X 0.50 ) V I G A VSC - 8 ( 0.25 X 0.50 ) V I G A VSC - 9 ( 0.25 X 0.50 ) 5 5 5 2 d 5/8" 2 d 5/8" corte VIGA VSC-2 5 5 2 d 5/8" 2 d 5/8" corte VIGA VSC-1 VIGA VSC-1 (0.25 X 0.50) VIGA VSC-2 (0.25 X 0.50) ESC : 1/20 VIGA VSC-1 (0.25 X 0.50) 5 5 2 d 5/8" 2 d 5/8" corte VIGA VSC-9 5 5 2 d 5/8" 2 d 5/8" corte VIGA VSC-8 VIGA VSC-8 (0.25 X 0.50) SOLERA SSC-3 ESC: 1/20 Corte de 4 d 1/2" Viga Solera SSC-1(0.15x0.25) 5 5 d 1/4" , 1@0.05,Rto@0.20 c/ext. VIGA VTSC-1 (VAR.x0.20) ESC : 1/20 5 6 d 1/2" 0.20 V I G A VTSC - 1 ( VARIABLE X 0.20 ) NLT + 39.94 0.25 x 0.575 0.25 x 0.25 VER CLAVE 10 Ø 5/8" 2 3/8"Ø a 0.25 1/4"Ø a 0.25 4 Ø 1/2" ( I I I ) ( I I ) ( I V ) 6 Ø 5/8" 0.25 x 0.70 3/8"Ø a 0.25 8 Ø 5/8" 0.15 x 0.25 1/4"Ø a 0.25 4 Ø 1/2" ( I V ) 5 5 3 d 5/8" ( I ) Pb Pb Pb Pb Pb Pb Pb Pb Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa Pa V I G A VSC-6 ( 0.25 X 0.70 ) V I G A VSC-3 ( 0.30 X 0.25 ) VSC-3 (0.30X0.25) d 1/4" @0.25 c/ext. 4 d 1/2" 2 d 1/2" 3 d 5/8" V I G A D E C I M E N T A C I O N VC - 4 ( 0.25 X 0.60 ) VIGA DE CIMENTACION VC-5 (0.25 X 0.70) VIGA DE CIMENTACION VC-2 (0.25 X 0.60) VIGA DE CIMENTACION VC-2 (0.25 X 0.60) VIGA DE CIMENTACION VC-2 (0.25 X 0.60) VIGA DE CIMENTACION VC-4 (0.25 X 0.60) a 0.15 8 a 0.075 a 0.25 8 a 0.075 a 0.15 8 a 0.075 a 0.25 8 a 0.075 ELEVACION DE COLUMNA ESC : 1/20 0.25 RELLENO A C (0.25 X VAR.) (0.25 X VAR.) Ø 3/8" @ 0.30 ( S U P E R I O R ) Ø 3/8" @ 0.30 ( I N F E R I O R ) Ø 3/8" @ 0.25 ( S U P E R I O R ) Ø 3/8" @ 0.25 ( I N F E R I O R ) Ø 3/8" @ 0.25 ( S U P E R I O R ) Ø 3/8" @ 0.25 ( I N F E R I O R ) 5 5 VIGA VC-4 (0.25x0.60) ESC : 1/20 3 Ø 1/2" 2 Ø 3/8" 3 Ø 1/2" 5 5 VIGA VC-2 (0.25x0.60) ESC : 1/20 2 Ø 1/2" 3 Ø 5/8" d 3/8" @0.25 . d 3/8" , 1@0.05,6@0.10,4@0.15,Rto@0.30 c/ext. Ø 3/8" @ 0.30 5 5 5 5 Ø 3/8" @ 0.30 5 Ø 3/8" @ 0.30 Ø 3/8" @ 0.30 5 5 5 3 Ø 5/8" 5 VIGA 3 d 5/8" 5 1 d 1/2" 5 5 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 1 d 1/2" 1 d 1/2" 5 5 5 5 5 1 d 1/2" 1 d 3/8" 1 d 3/8" 2 d 1/2" VSC-3 (0.30X0.25) 2 2 1 1 SOBRECARGAS = 400Kg/m² 5 5 5 5 5 5 5 ESC 1/20 CORTE 2-2 5 5 5 5 5 5 5 5 ESC 1/20 CORTE 1-1 5 ACERO TEMP. d1/4" @.25 ACERO TEMP. d1/4" @.25 CORTES DE ALIGERADO 5 5 d 1/4" , 1@0.05 Rto@0.25 c/ext. VIGA VSC-3 (0.30x0.25) ESC : 1/20 8 d 1/2" 5 2 d 5/8" ESC : 1/20 ESC : 1/20 5 5 5 5 5 5 2 d 5/8" 2 d 5/8" VIGA VSC-4 0.90 5 5 1 d 1/2" 1 d 3/8" 1 d 1/2" 1 d 3/8" 1 d 1/2" 0.90 V I G A VSC - 12 ( 0.30 X 0.20 ) INC. SOBRECARGAS AZOTEA = 100Kg/m² 5 5 d 1/4" , 1@0.05 Rto@0.25 c/ext. VIGA VSC-12 (0.30x0.20) ESC : 1/20 8 d 1/2" d 3/8" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. ( I I ) ( V ) 5 5 5 5 1 d 1/2" 1 d 5/8" 3/8"Ø a 0.25 2 d 1/2" 2 d 1/2" ESC: 1/20 CORTE : A-A 2d3/8" 2d3/8" dNEGATIVO DE ALIGERADO 0.20 5 5 1/4":1@.05,4@0.10, Rto@0.20 c/ext. 5 2 d 3/8" 2 d 3/8" 2 d 3/8" 2 d 1/2" 2 d 1/2" 1 d 1/2" 2 d 1/2" 2 d 5/8" 3 d 5/8" 2 d 1/2" 1 d 1/2" 5 VSC-7(0.25 X 0.70) d 3/8" @0.25 c/ext. VIGA VSC-9 (0.25 X 0.50) VIGA VSC-8 (0.25 X 0.50) VSC-10 (0.25XVAR.) V I G A VSC - 12 ( 0.30 X 0.20 ) INC. 5 5 5 5 0.15 5 5 ESC 1/20 ALIGERADO h=0.20 0.20 ACERO TEMP. d1/4" @.25 Px Px Px Px Px Px P-4 VIGA DE CIMENTACION VC-4 (0.25 X 0.60) V I G A D E C I M E N T A C I O N VC - 4 ( 0.25 X 0.60 ) SERVICIOS COMPLEMENTARIOS NLT + 39.94 A B C A B C 12 13 14 15 16 17 12 13 14 15 16 17 SERVICIOS COMPLEMENTARIOS C SERVICIOS COMPLEMETARIOS S O L E R A SSC-2 ( 0.25 X 0.25 ) VSC-7(0.25 X 0.70) V I G A VSC - 1 ( 0.25 X 0.50 ) V I G A VSC - 2 ( 0.25 X 0.50 ) T-T 2d3/8" 1/4"@.20 T T 2d3/8" 1/4"@.20 DOBLAN .20cm HORIZONTAL (Típico) 4d3/8" 1/4":1@.05,3@.10, Rto.@.20 Rto.@.20 1/4":1@.05,3@.10, 4d3/8" Px HORIZONTAL (Típico) DOBLAN .20cm PARAPETO EN PAZADISOS 4d3/8" Px (.15x.25) Rto. @.20 c/ext. 1/4":1@.05,3@.10 ESC : 1/20 ESC : 1/20 5 5 5 5 ESC : 1/20 5 0.90 5 SEGUN PLANTA V I G A VSC - 11 ( 0.25 X 0.40 ) INC. 1 d 1/2" 2 d 1/2" 5 1 d 3/8" LOSA ARMADA EN DOS SENTIDOS 1 d 1/2" 12 13 14 15 16 17 12 13 14 15 16 17 12 13 14 15 16 17 12 13 14 15 16 17 12 13 14 15 16 17 A B C A B C A B C A B C 12 13 14 15 16 17 Pa Pa Pa Pa Px Px Px Px Px NLT CUADRO DE NIVELES SUM 39.94 39.69 37.70 NLT (Nivel de Losa Terminada) NFL NFR 39.94 39.69 37.70 SALA DE PROFES. PABELLON III NFL (Nivel de fondo de Losa) NFR (Nivel de fondo de Relleno) LEYENDA SALA DE PROF. SUM NLT (VER CUADRO) NFL(VER CUADRO) NFR(VER CUADRO) 5 5 5 d 5/8" 5 d 3/8" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. VSC-11 ( 0.25 X 0.40 ) ESC : 1/20 Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm junta 1"(tipico) c/espuma plastica jebe microporoso junta 1"(tipico) c/espuma plastica jebe microporoso S O L E R A SSC-2 ( 0.25 X 0.25 ) S O L E R A SSC-2 ( 0.25 X 0.25 ) VSC-7(0.25 X 0.70) V I G A VSC-3 ( 0.30 X 0.25) V I G A VSC - 5 ( 0.15 X 0.50 ) Pb Pb Pb V I G A VSC-6 ( 0.25 X 0.70 ) V I G A VSC-3 ( 0.30 X 0.25 ) VSC-3 (0.30X0.25) VSC-3 (0.30X0.25) VSC-7(0.25 X 0.70) Px A B C A B C 12 13 14 15 16 17 12 13 14 15 16 17 S O L E R A SSC-2 ( 0.25 X 0.25 ) VSC-7(0.25 X 0.70) V I G A VSC - 1 ( 0.25 X 0.50 ) V I G A VSC - 2 ( 0.25 X 0.50 ) LOSA ARMADA EN DOS SENTIDOS DISPOSICION DE LADRILLOS EN ALIGERADO PRIMER NIVEL 5 5 5 5 5 5 5 5 5 5 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 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 1 d 1/2" 5 ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) ENSANCHE POR CORTE (RETIRAR EN FORMA ALTERNADA 1 LADRILLO DE TECHO) \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.075 \A1;0.10 \A1;VARIABLE DE 0.50 A 1.00 \A1;0.25 \A1;0.20 \A1;0.075 NIV± \A1;0.25 \A1;0.60 \A1;0.50 \A1;0.20 \A1;0.25 \A1;1.20 \A1;0.50 \A1;0.20 \A1;0.15 \A1;a 0.15 \A1;8 a 0.075 \A1;a 0.25 \A1;8 a 0.075 \A1;0.25 \A1;0.60 DETALLE CONTINUA DEBAJO \A1;0.15 \A1;0.60 \A1;2.150 \A1;0.25 \A1;2.150 \A1;0.05 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.20 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.60 \A1;0.15 \A1;0.25 \A1;0.60 \A1;0.15 GOBIERNO REGIONAL DE PIURA GERENCIA REGIONAL DE INFRAESTRUCTURA DIRECCION DE ESTUDIOS Y PROYECTOS PROYECTO: PLANO: LUGAR: DISTRITO: PROVINCIA: DEPARTAMENTO: PROFESIONALES RESPONSABLES: ESCALA: FECHA: LAMINA: N N ARQ. FRANKLIN CHAVEZ TORRES N N 1/XYZ 1/XYZ 1/XYZ AB-XY MES-19XY 1/XYZ ARQ. FRANKLIN CHAVEZ TORRES N N N N Geómembrana de PVC e=0.5mm PABELLON ADMINISTRATIVO 5 5 2 d 5/8" 2 d 5/8" C U A D R O D E C O L U M N A S PISO TIPO P-4 1 er PISO 0.25 x 0.25 1/4"Ø a 0.25 4 Ø 1/2" ( I ) P-7 0.15 x 0.25 1/4"Ø a 0.25 4 Ø 1/2" 5 5 5 5 5 5 5 5 5 2 alambres N° 8 c/3hiladas 2 alambres N° 8 c/3hiladas 2 alambres N° 8 c/3hiladas ( I I ) ( I ) d 1/4" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. d 1/4" , 1@0.05,Rto@0.20 c/ext. VIGA VTSH-1 (VAR.x0.20) ESC : 1/20 5 6 d 1/2" ESC: 1/20 CORTE : A-A 2d3/8" 2d3/8" dNEGATIVO DE ALIGERADO 4 3/8" 2d1/2" 2d 1/2" 0.20 5 5 1/4":1@.05Rto@0.20 c/ext. VARIABLE DE 0.50 A 1.00 0.25 0.20 5 VIGA VSH-1 (0.25 X 040) ( 0.25 x 0.20) SOLERA SH-1 ( 0.25 X VARIABLE ) ( 0.25 x 0.20) 5 0.50 d 3/8",Rto@0.10 c/ext. 5 2 d 1/2" 2 d 1/2" 5 K 5 0.50 d 3/8",Rto@0.10 c/ext. 5 2 d 1/2" 5 G J SOLERA SH-1 ESC: 1/20 Corte de 4 d 1/2" d 1/4" , 1@0.05, 5@0.10, 4@0.15, Rto@0.25 c/ext. 4 d 1/2" 2 d 1/2" a 0.15 8 a 0.075 a 0.25 8 a 0.075 ELEVACION DE COLUMNA ESC : 1/20 5 RELLENO 5 5 VIGA VC-4 (0.25x0.60) ESC : 1/20 3 Ø 1/2" 2 Ø 3/8" 3 Ø 1/2" d 3/8" @0.25 . 5 5 5 5 5 ESC : 1/20 2 d 3/8" 2 d 3/8" 2 d 1/2" 2 d 1/2" NLT +39.59 5 5 5 5 0.15 5 5 ESC 1/20 ALIGERADO h=0.20 0.20 ACERO TEMP. d1/4" @.25 Viga (0.25X0.20) 5 5 Viga Solera SH-2(0.15x0.20) 5 5 ESC : 1/20 ESC : 1/20 PLATEA H=0.15m ESC : 1/50 NOTA : Para el trazo de ejes tener en cuenta Planos de Arquitectura SERVICIOS HIGIENICOS + DEPOSITO Ø 3/8" @ 0.40 ( SUPERIOR ) Ø 3/8" @ 0.20 ( INFERIOR ) Ø 3/8" @ 0.40 ( SUPERIOR ) Ø 3/8" @ 0.20 ( INFERIOR ) Ø 3/8" @ 0.40 ( SUPERIOR ) Ø 3/8" @ 0.20 ( INFERIOR ) Ø 3/8" @ 0.40 ( SUPERIOR ) Ø 3/8" @ 0.20 ( INFERIOR ) Ø 3/8" @ 0.40 ( SUPERIOR ) Ø 3/8" @ 0.20 ( INFERIOR ) P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-7 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 P-4 NLT +39.59 NLT +39.59 NLT +39.59 NLT +39.59 NLT +39.59 NLT +39.49 NLT +39.49 NLT +39.49 NLT +39.49 X X X X X X X X X X K I F D 16a 16 15a 14b 13b 13a 12a 13b 12a 13a 14a 14b 15a 16 16a K J G F D' D 4 V I G A VC - 4 ( 0.25 X 0.60 ) V I G A VC - 4 ( 0.25 X 0.60 ) 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" V I G A VTSH-1 (Variable x 0.20) V I G A VTSH-1 ( Variable X 0.20 ) V I G A VSH-1 (0.25 X 0.40) V I G A VSH-1 ( 0.25 X 0.40 ) V I G A VSH-1 ( 0.25 X 0.40 ) V I G A VSH-1 ( 0.25 X 0.40 ) SOLERA SH-1 (0.25 x VAR.) SOLERA SH-1 (0.25 x VAR.) SOLERA SH-1 (0.25 x VAR.) S O L E R A SH-1 (0.25 x VAR.) S O L E R A SH-1 (0.25 x VAR.) SH-1 (0.25xVAR.) SH-2 (0.15x0.20) SOLERA SH-2 (0.15x0.20) SH-2 (0.15x0.20) SOLERA SH-2 (0.15x0.20) SH-2(0.15x0.20) PABELLON IV s/c:250 kg/cm2 ESC : 1/50 NOTA : Los Muros Achurados serán levantados antes del vaciado de las Columnas TECHO ALIGERADO H=0.20m SERVICIOS HIGIENICOS + DEPOSITO (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) (0.25x0.20) A A A A A A A A A A (0.25x0.20) VC - 4 ( 0.25 X 0.60 ) VC - 5 ( 0.25 X 0.60 ) VC - 4 (0.25 X 0.60 ) VC - 4 ( 0.25 X 0.60 ) VC - 4 ( 0.25 X 0.60 ) Ø 3/8" @ 0.40 ( SUPERIOR ) Ø 3/8" @ 0.20 ( INFERIOR ) Ø 3/8" @ 0.40 ( SUPERIOR ) Ø 3/8" @ 0.20 ( INFERIOR ) VC-4(0.25 x0.60) VC-4 (0.25 x 0.60) VC - 4 ( 0.25 X 0.60 ) VC-5(0.25x0.60) VC-5(0.25x0.60) VC-4 (0.25 x 0.60) VC-5 (0.25 x 0.60) 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 1 d 3/8" 5 5 VIGA VC-4 (0.25x0.60) ESC : 1/20 3 Ø 1/2" 2 Ø 3/8" 3 Ø 1/2" d 3/8" @0.25 . 5 NLT +39.49 CORTE X-X : CAMBIO DE NIVEL EN PLATEA DE CIMENTACION NLT +39.59 5 5 VIGA VC-5 (0.25x0.60) ESC : 1/20 3 Ø 1/2" 2 Ø 3/8" 3 Ø 1/2" d 3/8" @0.25 . 5 NLT +39.49 CIMENTACION PABELLON IV : SH-2 (0.15x0.20) INF. SH-2 INF. d 3/8" , 1@0.05, 4@0.10, 2@0.15, Rto@0.25 c/ext. X X Ø 3/8" @ 0.40 ( SUPERIOR ) Ø 3/8" @ 0.20 ( INFERIOR ) VC - 5 ( 0.25 X 0.60 ) V I G A VC - 4 ( 0.25 X 0.60 ) VC - 5 ( 0.25 X 0.60 ) 12b 16a 16 15a 14b 13b 13a 12a K J G 4 K I F D F D' D 13b 12a 13a 14a 14b 12b 15a 16a 16 NLT (VER CUADRO) NFL(VER CUADRO) NFR(VER CUADRO) NLT CUADRO DE NIVELES SH. ALUMNAS Y ALUMNOS 39.59 39.44 NLT (Nivel de Losa Terminada) NFL NFR 39.49 39.34 38.00 VEST. NIÑOS Y NIÑAS PABELLON IV NFL (Nivel de fondo de Losa) NFR (Nivel de fondo de Relleno) LEYENDA VEST. NIÑOS VEST. NIÑAS S.H.ALUMNOS S.H.ALUMNAS S.H.DISCAPACIT. S.H.PROFESORES S.H.PROFESORAS DEPOSITO SH.ADM. NLT +39.59 39.59 39.49 SH. DISCAPACITADO DEPOSITO SH. ADMINISTRATIVO CUB. DE LIMPIEZA SH. PROFESORES Y PROFESORAS NLT +39.59 LIMPIEZA 39.59 39.59 39.59 39.34 39.44 39.44 39.44 39.44 38.00 38.00 38.00 38.00 38.00 38.00 Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm Geómembrana de PVC e=0.5mm

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Plastic, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, buildings, classroom, concrete, dach, dalle, DETAIL, details, DWG, escadas, escaliers, FOUNDATION, general, lajes, las, lightened, mezanino, mezzanine, PERU, piura, platte, reservoir, roof, school, slab, specifications, stair, technical, telhado, toiture, treppe