Civic DWG Section for AutoCAD

Civic DWG Section for AutoCAD

Center – plants – sections – elevations – details

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

design:, drawing:, date:, scale:, architectural plan, region:, huancavelica, project:, plan:, lircay, province:, angara, district:, sheet:, place:, indicated, provincial municipality angara – lircay, public infrastructure creation civic center, in the town center of Chahuarma, district of lircay, center, town of Chahuarma, province of Angara – Huancavelica, Jyt, geometry of the wave, start, end, fixing points by cross support, direction of the wind, installation direction, last fixing element, wood fixing, cap, buoy base plastic washer, andean tile roofing polypropylene tile, note: do not nail the holes with a drill and bit larger than the fixing element. , Andean fiber fiber plate, first floor, second floor, empty staircase, double joist, v-channel, portico c, foundations, deposit, multipurpose room, garden, entrance hall, stage, ss.hh. males, ss.hh. checkers, structures – foundations, overload, design and construction specifications, long. minimum of overlap in armor and standard hooks, technical standard of buildings, technical standard of floors and foundations, technical norm of loads, interiors of environments, technical standard of seismic design, national regulations of buildings, corridors, steel ø, overlap in, compression, traction, hooks, standard, foundation beams, banked beams and columns, coatings, bearing capacity of the ground, lightened, flat beams, shoe, masonry technical standard, technical specifications, table of columns, secc. b-b, secc. a-a, sect. g-g, secc. l-l, plant, secc. x-x, secc. o-o, detail of centric and eccentric shoes, detail of bending of stirrups, in columns and beams, specified concrete, d beam or column, ciment. staircase, secc. f-f, shoe box, stage, false floor, n.p.t., n.t.n., secc. d-d, secc. m-m, secc. c-c, secc. e-e, garden, secc. h-h, secc. i-i, secc. j-j, sect. kk, polished concrete floor, concrete, v – p, v – s, first section, second section, stair detail, warehouse, light section, see roof plan, portico axis a and g, portico axis of b, c, e and f, portico axis d-d ‘, project :, plane :, structures – portico details, sheet :, infrastructure palca, approved :, revised :, scale :, date :, district municipality of palca, dist :, consultant, prov :, region :, palca, arq. pavel agama benavides, place :, chillhuapampa, structures – foundations details, structures – lightened – coverage, structures – portico details, storage, main elevation, meeting room, passageway, balcony, internet, communal room putacca, vinyl latex in ceiling. , vinyl latex in interior and exterior walls, glass, counterzoils, deposit, finishes, internet, ss. hh., meeting room, natural marine varnish in wood carpentry., enamel on anticorrosive base in metallic carpentry., painting, painting of finishes, switches and outlets of bakelite with interchangeable dies, glazed wood, varnished., metallic, enamel paint ., ceiling, ceilings, doors, electrical, instal., sanitary, windows, tarrajeo striped ss. hh., polished cement, colored and burnished every meter, tarrrajeo rubbed in walls, beams, columns, overcim. indoors, environments, floors, walls, zocalos, multipurpose room, stage, court y- y ‘, ss.hh. d., ss.hh. v., x-x ‘cut, roofs, architecture – cuts – elevation, architecture – distribution, ss. hh ladies, ss. hh males, colored and brunado, polished concrete floor, high tank, pvc, auditorium, entrance hall, computer center, registrar’s office, peace court office, municipal management office, mayor’s office, middle office environment, office lieutenant governor, office of organizations, treasury office, office communal president, height, width, windowsill, vain box, arquetectura, detail of doors, second floor, premera plant, elevation and cuts, main elevation plan

Raw text data extracted from CAD file:

PA-1 DISEÑO : NOV. - 2011 DIBUJO : FECHA : ESCALA : PLANO ARQUITECTONICO REGION : HUANCAVELICA PROYECTO : PLANO : LIRCAY PROVINCIA : ANGARAES DISTRITO : LAMINA : LUGAR : INDICADA MUNICIPALIDAD PROVINCIAL ANGARAES - LIRCAY CREACION DE INFRAESTRUCTURA PUBLICA CENTRO CIVICO EN EL CENTRO POBLADO DE CHAHUARMA, DISTRITO DE LIRCAY CENTRO POBLADO DE CHAHUARMA PROVINCIA DE ANGARAES - HUANCAVELICA JYT JYT \LPLANO ARQUITECTONICO - 1er PISO \fCandara|b0|i1|c0|p34;\H0.33333x;\lESC: 1/50 .76 .08 .76 .10 .03 .14 .08 .14 .08 .14 .08 .07 .01 .18 .04 .18 .04 .18 .04 .09 .065 .065 0.13 Traslape Longitudinal .100 GEOMETRIA DE LA ONDA INICIO FIN -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 PUNTOS DE FIJACIÓN POR APOYO TRANSVERSAL CORREA DE MADERA TORNILLO DE 2" x 3" DIRECCIÓN DEL VIENTO SENTIDO DE COLOCACIÓN ULTIMO ELEMETO DE FIJACIÓN TEJAFORTE OPACO DE 1.13 x 0.76 1 2 n FIJACIÓN EN MADERA -238.9161794975339 -238.9161794975339 -238.9161794975339 CAPUCHÓN ARANDELA PLÁSTICA TIPO BASE BOYA PLANCHA TEJA TIPO ANDINA TEJAFORTE DE POLIPROPILENO TIRAFÓN CABEZA HEXAGONAL 1/4" x 5" NOTA: NO CLAVAR REALIZAR LOS AGUJEROS CON TALADRO Y BROCA DE DIAMETRO SUPERIOR AL ELEMENTO DE FIJACIÓN. -238.9161794975339 \LDETALLE DE FIJACION ESC. 1/10 TACO DE MADERA TORNILLO DE 2" x 2" CORREAJE DE MADERA TORNILLO DE 3" x 2" PLANCHA FIBRAFORTE TIPO ANDINA TIRAFÓN CABEZA HEXAGONAL + ACCESORIOS 1/4" x 5" CLAVOS CON CAVEZA DE 3" TIJERAL DE MADERA TORNILLO DE 4" x 2" 3,00 1,85 1,85 1,85 1,85 1,15 1,15 1,15 1,15 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.50 \A2;0.25 \A2;0.25 \A2;0.25 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 1,95 1,20 1,20 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Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 x x VA-201 c c VA-201 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" c c d d -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" a a 1 Ø 1/2" -266.7716296963816 -266.7716296963816 x x Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 y y \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-101 (0.25X0.50) \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. b-b 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. b-b 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 1 Ø 1/2" b b 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-101 (0.25X0.50) \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-201 (0.25X0.35) b b b b 1 Ø 1/2" \LSec. c-c 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. d-d 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" Ø 3/8" d d d d \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-204 (0.25X0.35) 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" \LSec. c-c 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. d-d 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" d d Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : @ 0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Primera Planta ESC. 1/50 Segunda Planta ESC. 1/50 NPT=+0.00 vacio escalera VA-103 (0.25x0.40) VA-103 (0.25x0.40) VCH-101 (.25x0.20) VA-103 (0.25x0.40) VA-103 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-102 (0.25x0.40) VA-102 (0.25x0.40) VA-102 (0.25x0.40) VA-102 (0.25x0.40) VP-103 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-101 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-101 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-101 (0.25x0.50) VP-101 (0.25x0.50) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" VA-101 (0.25x0.40) VA-101 (0.25x0.40) VCH-101 (.25x0.20) -266.7716296963816 -266.7716296963816 1 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA 1 Ø 1/2" 1 Ø 1/2" DOBLE VIGUETA -266.7716296963816 -266.7716296963816 1 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" As d 1/4" @ 0.20 As d 1/4" @ 0.20 1 2 3 DOBLE VIGUETA DOBLE VIGUETA 4 6 5 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 A B C D E F G 1 2 3 1 2 3 A B C D E F G VA-201 (0.25x0.40) VA-201 (0.25x0.30) VA-201 (0.25x0.30) VA-201 (0.25x0.30) VA-203 (0.25x0.30) VA-203 (0.25x0.30) VA-203 (0.25x0.30) VA-203 (0.25x0.30) VA-201 (0.25x0.30) VA-202 (0.25x0.30) VA-202 (0.25x0.30) VA-202 (0.25x0.30) VA-202 (0.25x0.30) VP-203 (0.25x0.35) VP-202 (0.25x0.35) VP-201 (0.25x0.35) VP-205 (0.25x0.35) VP-205 (0.25x0.35) VP-204 (0.25x0.35) VP-205 (0.25x0.35) VP-205 (0.25x0.35) VP-201 (0.25x0.35) VP-204 (0.25x0.35) MADERA 3"x6" VP-202 (0.25x0.35) VA-201 (0.25x0.30) VP-202 (0.25x0.35) VP-202 (0.25x0.35) As d 1/4" @ 0.20 7 10 VA-201 (0.25x0.30) VA-201 (0.25x0.30) VA-201 (0.25x0.30) VCH-201 (0.25x0.20) VCH-201 (0.25x0.20) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 A B C D E F G 1 2 3 1 2 3 A B C D E F G -266.7716296963816 -266.7716296963816 VA-203 VA-202 VA-102 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 V-CANAL -266.7716296963816 VA-101 VA-101 -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" a a b b Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 x x VA-201 e e VA-201 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" e e f f -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" -266.7716296963816 -266.7716296963816 x x Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 y y \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-102 (0.25X0.50) \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. d-d 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" b b 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-102 (0.25X0.50) \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-202 (0.25X0.35) b b d d 1 Ø 5/8" Ø 3/8" g g g g \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-205 (0.25X0.35) 2 Ø 1/2" 2 Ø 1/2" 1 Ø 5/8" 1 Ø 5/8" \LSec. e-e 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. g-g 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 5/8" f f Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : @ 0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 VA-203 VA-202 VA-102 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 V-CANAL \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 2 Ø 5/8" \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 2 Ø 5/8" \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 2 Ø 5/8" VCH-201 (EJE C, E) VA-101 VA-101 -266.7716296963816 -266.7716296963816 2 Ø 5/8" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 x x VA-201 VA-201 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" c c d d -266.7716296963816 x x Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-103 (0.25X0.50) 2 Ø 5/8" b b \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-203 (0.25X0.35) b b Ø 3/8" Est. Ø 3/8" : @ 0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 V-CANAL \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 2 Ø 5/8" \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 VCH-201 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" d d V-CANAL Ø 3/8" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 1 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 1 Ø 1/2" \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. b-b 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" c c -266.7716296963816 -266.7716296963816 1 Ø 5/8" \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 1 Ø 5/8" 2 Ø 5/8" 1 Ø 1/2" \LSec. e-e 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. f-f 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" a a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. b-b 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" -266.7716296963816 2 Ø 5/8" -266.7716296963816 \LSec. e-e 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. d-d 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" NPT +0.10 ESCALA 1/50 PORTICO C X X X X y y VP-101 VP-102 VP-102 VP-201 VP-202 VP-202 m m ñ ñ n n -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 G F E D \LSec. y-y -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 m m n n 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" \LSec. x-x \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" n n \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" X X \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT +0.10 NPT +0.10 NPT +0.10 y y x x \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" VP-101 VP-201 m m n n -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 X X VP-102 VP-202 o o 2 Ø 1/2" 2 Ø 1/2" m m ñ ñ 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 ñ ñ n n VP-102 VP-202 A B C -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT +0.10 ESCALA 1/50 PORTICO C X X X X y y \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" VP-101 VP-103 VP-102 VP-102 VP-204 VP-203 VP-205 VP-205 ñ ñ m m n n n n -266.7716296963816 -266.7716296963816 1 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 G F E D \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 m m n n 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" n n \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 1/2" 1 Ø 5/8" X X \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.40) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.40) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT +0.10 NPT +0.10 NPT +0.10 NPT +0.10 NPT +0.10 y y x x \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" VP-101 VP-204 m m n n -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 X X VP-102 VP-205 o o 2 Ø 1/2" 2 Ø 1/2" m m n n 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 n n n n VP-102 VP-205 ñ ñ n n 1 Ø 5/8" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 1/2" 1 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" n A B C -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" 1 Ø 1/2" -266.7716296963816 NPT +0.10 ESCALA 1/50 PORTICO C X X X X y y \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" VP-101 VP-103 VP-102 VP-102 VP-201 VP-203 VP-202 VP-202 ñ ñ m m n n n n -266.7716296963816 -266.7716296963816 1 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 G F E D \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 m m n n 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" n n \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" X X \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.40) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.40) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT +0.10 NPT +0.10 NPT +0.10 NPT +0.10 NPT +0.10 y y x x \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" VP-101 VP-201 m m n n -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 X X VP-102 VP-202 o o 2 Ø 1/2" 2 Ø 1/2" m m n n 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 n n n n VP-102 VP-202 ñ ñ n n 1 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" n A B C -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 p p \LSec. p-p 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) 1 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" 2 Ø 1/2" \LSec. p-p 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) 2 Ø 1/2" p p \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) ñ ñ \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. x-x 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 p p p p -266.7716296963816 -266.7716296963816 VP-201 o o 2 Ø 1/2" 2 Ø 1/2" VP-202 o o 2 Ø 1/2" 2 Ø 1/2" p p -266.7716296963816 -266.7716296963816 VP-202 -266.7716296963816 VP-202 o o 2 Ø 1/2" 2 Ø 1/2" VP-202 o o 2 Ø 1/2" 2 Ø 1/2" p p VP-201 Cimentación ESC. 1/50 deposito salon de usos multiples jardin hall de ingreso deposito NPT=+0.10 NPT=+0.10 NPT=+0.10 NPT=+0.55 escenario NPT=-0.44 ss.hh. varones ss.hh. damas NPT=+0.00 ESTRUCTURAS - CIMENTACION ESCALA 1/50 + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.70 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS ESPECIFICACIONES TÉCNICAS CUADRO DE COLUMNAS C-1 C-3 6 Ø DE 5/8" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. 4 Ø DE 5/8" + 2 Ø DE 1/2" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. Estribos de Fierro de Ø 3/8" Grado 60 segun diseño -266.7716296963816 -266.7716296963816 C-4 4 Ø DE 5/8" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 a b H h Ø Z-1 Z-2 Z-6 1.95 1.85 1.50 0.60 1.00 1.75 0.60 1.85 1.75 1.50 0.60 11 Ø 1/2" @ 0.15 12 Ø 1/2" @ 0.15 Z-5 1.45 1.35 0.60 11 Ø 1/2" @ 0.15 12 Ø 1/2" @ 0.15 09 Ø 1/2" @ 0.15 09 Ø 1/2" @ 0.15 11 Ø 1/2" @ 0.15 07 Ø 1/2" @ 0.15 NPT. + 0.10 NPT. + 0.10 Secc. B-B Secc. A-A ESCALA 1/25 ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Secc. G-G ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. +0.10 NPT. +0.10 Secc. L-L ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 d 1/2" @ 0.14 m d 1/2" @ 0.14 m X X NPT. + 0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. -266.7716296963816 -266.7716296963816 Ø 1/2" Z-1 C1 PLANTA ESCALA 1/25 -266.7716296963816 C1 Z-2 d 1/2" @ 0.14 m d 1/2" @ 0.14 m -266.7716296963816 -266.7716296963816 O O NPT. + 0.10 09 Ø 1/2" @ 0.15 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. -266.7716296963816 Ø 1/2" PLANTA ESCALA 1/25 SECC. X-X ESCALA 1/25 SECC. O-O ESCALA 1/25 DETALLE DE ZAPATAS CENTRICAS Y EXCENTRICAS DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS -266.7716296963816 -266.7716296963816 CONCRETO ESPECIFICADO -266.7716296963816 6.5 1/4" 1.5 8 2 11 3 13 3 6mm 8mm 3/8" d VIGA ó COLUMNA d r(cm) a(cm) Z-4 2.25 1.20 0.60 Z-3 1.40 2.40 0.60 15 Ø 1/2" @ 0.15 08 Ø 1/2" @ 0.15 15 Ø 1/2" @ 0.15 d 1/2" @ 0.15 m Z-1 Z-2 C1 d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m C1 d 1/2" @ 0.15 m Z-2 C1 Z-2 Z-1 C1 C1 C1 C1 C1 C1 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Z-3 Z-3 Z-3 Z-3 Z-3 d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 C1 C2 C2 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-4 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-5 C2 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-5 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 A A A A A A A A D D D D B B E E B B B B B B B B B B F F I I I I L L C2 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-4 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 F F G G G G L L M M C C d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-6 Z-6 C3 C4 C3 d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-6 C3 Z-6 C3 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-7 C4 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-7 C C C C C C C C E E -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 K K K K I I L L I I H H H H I I L L G G J J CIMENT. ESCALERA -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 2 3 1 2 3 A B C D E F G -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 A B C D E F G NPT. +0.10 Secc. F-F ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 C5 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 C-2 4 Ø DE 5/8" + 2 Ø 1/2" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 C-5 4 Ø DE 1/2" Est. Ø 1/4" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. Z-7 1.20 1.20 0.60 10 Ø 1/2" @ 0.14 08 Ø 1/2" @ 0.14 1.50 1.50 1.50 1.50 1.50 CUADRO DE ZAPATAS -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Escenario -266.7716296963816 -266.7716296963816 -266.7716296963816 d 3/8 @ 0.30 m. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Falso Piso N.P.T. N.T.N. -266.7716296963816 -266.7716296963816 N.T.N. N.P.T. Falso Piso -266.7716296963816 -266.7716296963816 -266.7716296963816 d 3/8 @ 0.40 m. -266.7716296963816 N.T.N. -266.7716296963816 -266.7716296963816 Secc. D-D ESCALA 1/25 Secc. M-M ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 N.P.T. Falso Piso -266.7716296963816 -266.7716296963816 -266.7716296963816 d 3/8 @ 0.30 m. N.T.N. Secc. C-C ESCALA 1/25 N.T.N. d 3/8 @ 0.25 m. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 N.P.T. Falso Piso -266.7716296963816 -266.7716296963816 d 3/8 @ 0.30 m. N.T.N. Secc. E-E ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. +0.10 JARDIN N.T.N. Secc. H-H ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. +0.10 Secc. I-I ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. +0.10 Secc. J-J ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. -0.44 NPT. +0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 d 3/8 @ 0.30 m. Secc. K-K ESCALA 1/25 N.T.N. d 3/8 @ 0.25 m. -266.7716296963816 -266.7716296963816 JARDIN NPT. +0.10 N.T.N. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 d 1/2" @ 0.20 -266.7716296963816 d 1/2" @ 0.20 Piso de cemento pulido y bruñado Pend. 0.5% Afirmado 3" f'c=140Kg/cm2 Concreto -266.7716296963816 -266.7716296963816 d1/2"@0.20 -266.7716296963816 d 3/8" @ 0.25 -266.7716296963816 -266.7716296963816 e=0.15 d 1/2" @ 0.20 0.25 x 0.40 V - P d 3/8" @ 0.25 -266.7716296963816 -266.7716296963816 -266.7716296963816 V - P -266.7716296963816 0.25 x 0.40 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 0.25 x 0.40 -266.7716296963816 V - S -266.7716296963816 -266.7716296963816 PRIMER TRAMO ESC: 1/25 SEGUNDO TRAMO ESC: 1/25 DETALLE DE ESCALERA ESC: 1/25 d 1/2" @ 0.20 d 3/8" @ 0.25 d 1/2" @ 0.20 d 3/8" @ 0.25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 I I Almacen SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.70 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS -266.7716296963816 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS -266.7716296963816 -266.7716296963816 CONCRETO ESPECIFICADO -266.7716296963816 6.5 1/4" 1.5 8 2 11 3 13 3 6mm 8mm 3/8" d VIGA ó COLUMNA d r(cm) a(cm) + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: ESPECIFICACIONES TÉCNICAS + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: ESPECIFICACIONES TÉCNICAS SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.70 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: ESPECIFICACIONES TÉCNICAS SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.70 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS -266.7716296963816 -266.7716296963816 C-6 4 Ø DE 1/2" Est. Ø 1/4" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. C6 C6 9 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 ESTRIBO DE SUJECION d 1/4" @ 1.50 -266.7716296963816 -266.7716296963816 -266.7716296963816 ESC : 1/10 SECCION ALIGERADO -266.7716296963816 -266.7716296963816 TEMPERATURA d 1/4" @ 0.20 VER PLANO DE TECHO Portico Eje A y G ESC. 1/50 Portico Eje de B,C,EyF ESC. 1/50 Portico Eje D-D' ESC. 1/50 Portico Eje 1-1' ESC. 1/50 Portico Eje 2-2' ESC. 1/50 Portico Eje 3-3' ESC. 1/50 -266.7716296963816 VA-203 (0.25X0.30) VA-203 (0.25X0.30) VA-203 (0.25X0.30) VA-203 (0.25X0.30) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 8 7 10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 PROYECTO: PLANO: ESTRUCTURAS - DETALLES PORTICOS LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA ES-02 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA PROYECTO: PLANO: ESTRUCTURAS - CIMENTACION DETALLES LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA ES-01 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA PROYECTO: PLANO: ESTRUCTURAS - ALIGERADO - COBERTURA LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA ES-04 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA PROYECTO: PLANO: ESTRUCTURAS - DETALLES PORTICOS LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA ES-03 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" MADERA TORNILLO DE TIJERAL DE 8" ENTRAMADO CON CUARTON DE 2"x2" TRIPLAY DE 1.20 x 2.40 x 4mm. \A1;TAPAJUNTA DE 1"x\S1#2;" TRIPLAY DE 1.20 x 2.40 x 4mm. ENTRAMADO CON CUARTON DE 2"x2" \A1;TAPAJUNTA DE 1"x\S1#2;" ESCALA: 1/5 \LDETALLE CIELORAZO CLAVO DE 1" C/C CLAVO DE 1" C/C CLAVO DE 3" C/C CLAVO DE 3" C/C ,35 5,60 ,35 3,45 ,25 ,10 ,15 5,80 ,25 3,45 ,25 10,00 ,25 3,60 ,25 3,60 ,25 1,53 ,02 ,03 3,15 ,25 3,15 ,03 1,55 ,25 3,60 ,25 1,80 ,25 ,25 9,10 ,15 6,60 ,15 5,35 ,15 3,60 ,25 1,80 25,60 ,35 5,60 ,35 3,45 ,25 ,35 5,65 ,10 1,40 ,15 2,10 ,25 10,00 ,25 1,00 1,60 1,00 ,25 1,00 1,60 1,00 ,25 2,85 1,87 ,25 1,87 2,85 ,25 1,00 1,60 1,00 ,25 3,60 ,25 ,25 20,25 ,15 4,70 ,25 25,60 3,97 3,85 4,97 4,97 3,83 4,00 6,12 3,88 3,97 3,85 4,97 4,97 3,85 3,98 6,13 3,88 ,25 3,60 ,25 3,60 ,25 1,55 6,60 1,55 ,25 3,60 ,25 1,80 1,80 ,25 ,25 9,10 ,15 6,60 ,02 5,48 ,15 3,60 ,25 9,50 6,60 9,50 ,15 1,20 ,15 2,35 ,10 ,15 ,85 ,50 ,50 ,50 1,35 ,15 1,80 6,10 1,80 ,15 1,35 ,50 ,50 ,50 ,85 ,15 ,10 2,35 ,15 1,20 ,15 ,25 3,60 ,15 3,70 ,15 4,92 ,15 4,82 ,15 3,70 ,15 3,60 ,25 25,60 ,25 3,45 ,35 5,60 ,35 ,45 ,15 ,80 ,60 ,25 3,45 ,25 5,80 ,70 ,15 10,60 ,25 1,65 ,30 ,30 ,30 ,30 ,30 ,40 ,25 1,90 ,15 3,55 ,35 ,45 ,15 ,25 3,70 2,00 ,15 3,75 ,60 ,15 10,60 ,65 ,15 ,45 ,15 2,60 1,00 ,50 2,35 1,00 3,97 1,00 4,08 1,00 ,15 1,00 2,35 ,50 3,60 1,80 1,80 ,25 1,10 2,50 ,25 1,72 3,00 ,25 3,00 1,72 ,25 2,60 1,00 ,10 ,60 1,20 1,80 ,25 1,10 ,15 2,35 ,25 1,72 1,00 2,00 ,25 3,00 ,33 1,40 ,25 3,60 ,25 ,90 2,70 1,40 3,00 ,15 1,50 ,80 ,85 ,15 1,65 4,00 3,97 3,85 4,97 4,97 3,83 6,13 3,88 3,97 3,85 4,97 4,97 3,85 3,98 6,12 3,88 ,43 2,60 ,68 3,70 ,73 2,00 ,98 R,30 R,30 R,30 R,30 ,42 2,60 ,34 ,34 ,73 2,00 ,73 ,25 1,00 2,10 ,40 2,62 ,30 ,13 1,26 ,59 2,20 1,00 ,20 ,20 1,00 1,69 ,10 ,25 1,25 ,59 8,40 ,45 2,55 ,30 ,20 4,41 ,18 ,18 ,32 8,40 3,00 ,30 ,20 4,23 ,17 ,18 ,32 8,40 ,52 3,66 ,80 2,14 2,60 ,30 1,33 3,77 4,44 2,62 2,97 5,79 9,72 9,50 Primera Planta ESC. 1/50 almacen salon de usos multiples jardin hall de ingreso oficina 04 Segunda Planta ESC. 1/50 Elevacion Principal ESC. 1/50 oficina 03 oficina 02 oficina 01 oficina 05 sala de reuniones pasadizo balcon internet deposito -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 A B C D E F G 1 2 3 1 2 3 A B C D E F G NPT=+0.00 NPT=+0.10 NPT=+0.10 NPT=+0.10 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 NPT=+0.55 escenario -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 A B C D E F G -614.4230122054723 -614.4230122054723 1 2 3 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 A B C D E F G -614.4230122054723 -614.4230122054723 1 2 3 NPT=+3.60 NPT=+3.60 1.60x1.50 1.60 1.60x1.50 1.60 2.85x1.00 2.10 2.85x1.00 2.10 1.60x1.60 1.60 3.60x3.10 1.00x2.20 1.40x2.60 LOCAL COMUNAL PUTACCA 3.00x3.30 0.80x2.60 0.70x1.80 0.70x1.80 0.70x1.80 0.70x1.80 0.80x2.60 1 2 3 4 5 6 7 9 -1 -2 -3 NPT=-0.44 1.20x2.20 ss.hh. varones ss.hh. damas 2.60x2.50 0.80 2.00x1.00 2.30 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 NPT=-0.10 3 4 5 6 7 8 0.70x1.80 0.70x1.80 ss.hh. varones ss.hh. damas 0.70x1.80 0.70x1.80 0.80x3.60 0.80x2.60 17 16 15 14 13 10 11 12 19 8 9 18 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 Lavatorio Fontana (blanco) Inodoro Rapi Jet (blanco) Fluorescente recto 40 w Fluorescente recto 20 w Làtex Vinìlico en cielo raso. Làtex Vinìlico en muros interiores y exteriores Vidrio Incoloro, doble nacional e= 4 mm. VIDRIOS Triplay de 4 mm mas tapajunta (entramado de madera) Tijerales de madera + teja andina CONTRAZOCALOS DEPOSITO 2º Piso 1º Piso Acabados PASADIZO/CORREDOR INTERNET SS. HH. SALA DE REUNIONES OFICINA O5 OFICINA O4 OFICINA 03 OFICINA O2 OFICINA 01 Barniz Marino Natural en Carpinteria de Madera. Esmalte sobre Base Anticorrosiva en Carpinteria Metalica. PINTURA CUADRO DE ACABADOS Cemento pulido h = 30cm Interruptores y Tomacorrientes de Bakelita con dados intercambiables Tarrajeo con mezcla c/a Madera Apanelada, barnizado. Metálicas, pintura esmalte. Ceramico 20x30 (h=1.80m) Losa aligerada e = 20 cm + vigas peraltadas CIELORASO TECHOS PUERTAS ELECTRICAS INSTAL. SANITARIAS VENTANAS Ceràmica 30x30 cm Color Blanco Serie Piedra junta 5 mm Tarrajeo rayado SS. HH. Cemento pulido, coloreado y bruñado a cada metro Tarrrajeo frotachado en muros, vigas, columnas,sobrecim. en interior Ambientes PISOS MUROS Cerámica Blanco Serie Piedra h = 0.10 m ZOCALOS SS. HH. SALON DE USOS MULTIPLES ESCENARIO INSTAL. Corte Y- Y' ESC. 1/50 1.00x2.60 Y Y Y Y X X X X 2.35x1.94 1.00 0.50x2.20 0.20 0.50x2.20 0.20 0.50x2.20 0.20 0.50x2.20 0.20 2.35x1.94 1.00 1.95x2.14 0.80 1.95x2.14 0.80 1.00x2.60 1.00x2.60 1.00x2.60 1.00x2.60 2.35x1.70 0.90 2.35x1.70 0.90 0.90x2.00 0.90x2.00 2.00x2.60 1.00x2.60 2.60x2.20 0.80 2.00x0.80 2.20 3.00x2.60 0.50 3.00x2.60 0.50 3.00x2.60 0.50 2.00x2.60 0.50 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 NPT=+0.10 NPT=+3.60 oficina 03 salon de usos multiples ss.hh. d. ss.hh. v. ss.hh. d. ss.hh. v. pasadizo Corte X- X' ESC. 1/50 escenario NPT=+3.60 NPT=+0.55 NPT=+0.10 salon de usos multiples hall de ingreso pasadizo pasadizo pasadizo sala de reuniones -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 Techos ESC. 1/125 0.90x2.60 NPT=+0.00 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 0.60x2.60 0.20 0.60x2.60 0.20 -614.4230122054723 3.60x0.73 3.77 3.60x0.73 3.77 3.60x0.73 3.77 3.60x0.73 3.77 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 PROYECTO: PLANO: ARQUITECTURA - CORTES - ELEVACION LAMINA: INDICADA INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA A-02 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA PROYECTO: PLANO: ARQUITECTURA - DISTRIBUCION LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA A-02 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA AGOSTO - 2009 V-01 2.50 2.00 1.10 P-01 1.20 2.70 \A1;1.10 \A1;0.25 \A1;0.36 \A1;2.85 \A1;0.36 \A1;0.25 \A1;0.57 \A1;2.85 \A1;0.57 \A1;0.25 \A1;3.60 \A1;0.25 \A1;3.60 \A1;0.25 \A1;0.38 \A1;2.85 \A1;0.38 \A1;0.25 \A1;1.10 \A1;19.87 \A1;3.83 \A1;4.25 \A1;3.85 \A1;3.85 \A1;3.85 \A1;1.10 \A1;0.25 \A1;1.60 \A1;1.98 \A1;0.25 \A1;1.15 \A1;2.85 \A1;0.25 \A1;1.00 \A1;1.60 \A1;1.00 \A1;0.25 \A1;3.60 \A1;0.25 \A1;0.38 \A1;2.85 \A1;0.38 \A1;0.25 \A1;1.10 \A1;19.87 \A1;3.83 \A1;4.25 \A1;3.85 \A1;3.85 \A1;3.85 \A1;1.30 \A1;0.25 \A1;3.32 \A1;0.35 \A1;3.23 \A1;0.35 \A1;1.92 \A1;7.50 \A1;3.62 \A1;3.58 \A1;1.30 \A1;0.25 \A1;3.32 \A1;0.35 \A1;3.23 \A1;0.35 \A1;1.92 \A1;7.50 \A1;3.62 \A1;3.58 \A1;0.25 \A1;0.77 \A1;2.00 \A1;0.77 \A1;0.25 \A1;1.01 \A1;2.00 \A1;1.01 \A1;0.25 \A1;1.67 \A1;0.25 \A1;3.60 \A1;0.25 \A1;0.80 \A1;2.00 \A1;0.80 \A1;0.25 \A1;19.87 \A1;3.80 \A1;4.28 \A1;3.85 \A1;3.85 \A1;3.85 \A1;0.25 \A1;2.35 \A1;0.28 \A1;0.90 \A1;0.25 \A1;0.90 \A1;1.32 \A1;1.80 \A1;0.25 \A1;1.25 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.85 \A1;0.25 \A1;0.63 \A1;0.63 \A1;0.25 \A1;3.60 \A1;0.25 \A1;19.87 \A1;3.80 \A1;4.27 \A1;3.85 \A1;3.85 \A1;3.85 \A1;1.00 \A1;0.35 \A1;3.23 \A1;0.35 \A1;3.32 \A1;0.25 \A1;7.50 \A1;3.58 \A1;3.62 \A1;0.25 \A1;3.32 \A1;0.35 \A1;3.23 \A1;0.35 \A1;1.00 \A1;7.50 \A1;3.62 \A1;3.58 \A1;2.35 2,20 1,00 1,00 1,49 ,10 4,44 ,20 ,20 2,88 ,25 ,30 ,20 4,23 3,00 ,17 ,18 ,32 ,52 \A1;2.84 \A1;3.10 \A1;1.00 \A1;2.60 \A1;0.70 \A1;2.60 \A1;0.60 \A1;1.80 \A1;0.90 \A1;2.60 \A1;1.80 \A1;3.30 \A1;0.90 \A1;2.60 SS. HH DAMAS SS. HH VARONES 1.90x1.00 2.30 P-04 0.70 2.60 P-04 0.70 2.60 P-05 0.60 1.80 P-05 0.60 1.80 V-06 1.90 1.00 2.30 \A1;0.00 \A1;0.99 \A1;1.93 COLOREADO Y BRUNADO Madera (Clima frio) PISO DE CEMENTO PULIDO TANQUE ALTO DE PVC 1.60x1.00 2.10 AUDITORIO escenario CAMERINO 02 CAMERINO \W2.75703; 01 3 4 5 6 7 8 16 15 14 13 9 10 1 2 12 HALL DE INGRESO NPT=+0.10 11 3 4 5 6 7 8 16 15 14 13 9 10 1 2 12 1.90x1.00 2.30 11 balcon 2.35x1.94 1.00 0.50x2.20 0.20 0.50x2.20 0.20 0.80 0.60x2.60 0.20 2.35x1.94 1.00 1.95x2.14 0.80 2.35x1.70 0.90 CENTRO DE COMPUTO pasadizo NPT=+3.60 OFICINA DE REGISTRADOR V-04 2.00 1.30 1.30 V-04 2.00 1.30 1.30 V-04 2.00 1.30 1.30 P-03 0.90 2.60 P-03 0.90 2.60 P-02 1.80 3.30 P-01 3.60 3.10 V-01 1.60 1.00 2.10 V-02 2.85 1.00 2.10 V-03 1.60 1.60 1.60 \T1.1;CENTRO CIVICO DEL CENTRO POBLADO DE CHAHUARMA P-04 0.70 2.60 P-04 0.70 2.60 PENDIENTE 1 % PENDIENTE 1 % 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 5 5 5 3.23 5 5 7.50 5 3.58 1 2 3 5 5 5 5 3.23 5 5 7.50 5 3.58 1 2 3 B B A A P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-07 0.90 2.60 V-03 0.50 2.20 0.40 V-04 2.35 1.85 1.15 V-05 2.85 1.85 1.15 V-01 2.00 1.30 1.30 0.40 1.50 1.00 V-04 2.00 1.30 1.30 V-04 2.00 1.30 1.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 2.35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 5 5 5 5 5 5 5 5 1 2 3 A 5 5 5 5 5 5 5 5 5 1 2 3 A B B V-02 2.85 1.00 2.10 V-03 0.50 2.20 0.40 V-03 0.50 2.20 0.40 V-03 0.50 2.20 0.40 V-03 1.60 1.60 1.60 P-07 0.90 2.60 0.40 1.50 1.00 5 escenario NPT=+3.60 NPT=+0.55 NPT=+0.10 hall de ingreso pasadizo pasadizo NPT=+0.10 NPT=+3.60 5 5 5 5 5 5 5 5 5 pasadizo 5 V-04 2.00 1.30 1.30 5 5 5 5 5 5 5 5 OFICINA DE JUZGADO DE PAZ OFICINA DE GERENCIA MUNICIPAL OFICINA DE ALCALDIA OFICINA DE MEDIO AMBIENTE OFICINA TENIENTE GOBERNADOR OFICINA DE ORGANIZACIONES OFICINA DE TESORERIA OFICINA PRESIDENTE COMUNAL P-04 0.70 2.60 P-01 3.60 3.10 5 5 5 5 P-06 1.00 2.60 P-05 0.60 1.80 P-03 0.90 2.60 P-02 1.80 3.30 5 5 5 5 5 5 5 5 P-07 0.90 2.60 5 5 VENTANAS V4 V5 V3 V2 V1 P5 P4 P3 P2 P1 PUERTAS 2.35 1.85 1.15 ALTO ANCHO ALFEIZAR 1.85 2.85 1.15 1.60 1.60 1.60 1.00 2.85 2.10 1.00 1.60 2.10 0.60 1.80 - 2.60 0.70 - 2.60 0.90 - 3.30 1.80 - 3.10 3.60 - ALTO ANCHO ALFEIZAR CUADRO DE VANOS P7 P6 0.90 2.60 - 2.60 1.00 - V6 1.00 1.90 2.30 SS. HH DAMAS SS. HH VARONES 1.90x1.00 2.30 P-04 0.70 2.60 P-04 0.70 2.60 P-05 0.60 1.80 P-05 0.60 1.80 V-06 1.90 1.00 2.30 SS. HH DAMAS SS. HH VARONES P-04 0.70 2.60 P-04 0.70 2.60 P-05 0.60 1.80 P-05 0.60 1.80 1.90x1.00 2.30 V-06 1.90 1.00 2.30 5 5 5 R = 0.60 R = 0.60 EP-2 DISEÑO : DIBUJO : FECHA : ESCALA : ARQUETECTURA REGION : HUANCAVELICA PROYECTO : PLANO : LIRCAY PROVINCIA : ANGARAES DISTRITO : LAMINA : LUGAR : INDICADA MUNICIPALIDAD PROVINCIAL ANGARAES - LIRCAY CENTRO NOV. - 2011 CREACION DE INFRAESTRUCTURA PUBLICA CENTRO CIVICO EN EL CENTRO POBLADO DE CHAHUARMA, DISTRITO DE LIRCAY POBLADO DE CHAHUARMA PROVINCIA DE ANGARAES - HUANCAVELICA DETALLE DE PUERTAS SEGUNDA PLANTA ESCALA 1/50 PREMERA PLANTA ESCALA 1/50 EP-2 DISEÑO : DIBUJO : FECHA : ESCALA : ELEVACION Y CORTES REGION : HUANCAVELICA PROYECTO : PLANO : LIRCAY PROVINCIA : ANGARAES DISTRITO : LAMINA : LUGAR : INDICADA MUNICIPALIDAD PROVINCIAL ANGARAES - LIRCAY CENTRO NOV. - 2011 CREACION DE INFRAESTRUCTURA PUBLICA CENTRO CIVICO EN EL CENTRO POBLADO DE CHAHUARMA, DISTRITO DE LIRCAY POBLADO DE CHAHUARMA PROVINCIA DE ANGARAES - HUANCAVELICA PLANO DE ELEVACION PRINCIPAL ESCALA 1/50 CORTE "A - A" ESCALA 1/50 CORTE "B - B" ESCALA 1/50 PA-1 DISEÑO : NOV. - 2011 DIBUJO : FECHA : ESCALA : PLANO ARQUITECTONICO REGION : HUANCAVELICA PROYECTO : PLANO : LIRCAY PROVINCIA : ANGARAES DISTRITO : LAMINA : LUGAR : INDICADA MUNICIPALIDAD PROVINCIAL ANGARAES - LIRCAY CREACION DE INFRAESTRUCTURA PUBLICA CENTRO CIVICO EN EL CENTRO POBLADO DE CHAHUARMA, DISTRITO DE LIRCAY CENTRO POBLADO DE CHAHUARMA PROVINCIA DE ANGARAES - HUANCAVELICA JYT JYT \LPLANO ARQUITECTONICO - 1er PISO \fCandara|b0|i1|c0|p34;\H0.33333x;\lESC: 1/50 .76 .08 .76 .10 .03 .14 .08 .14 .08 .14 .08 .07 .01 .18 .04 .18 .04 .18 .04 .09 .065 .065 0.13 Traslape Longitudinal .100 GEOMETRIA DE LA ONDA INICIO FIN -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 -238.9161794975339 PUNTOS DE FIJACIÓN POR APOYO TRANSVERSAL CORREA DE MADERA TORNILLO DE 2" x 3" DIRECCIÓN DEL VIENTO SENTIDO DE COLOCACIÓN ULTIMO ELEMETO DE FIJACIÓN TEJAFORTE OPACO DE 1.13 x 0.76 1 2 n FIJACIÓN EN MADERA -238.9161794975339 -238.9161794975339 -238.9161794975339 CAPUCHÓN ARANDELA PLÁSTICA TIPO BASE BOYA PLANCHA TEJA TIPO ANDINA TEJAFORTE DE POLIPROPILENO TIRAFÓN CABEZA HEXAGONAL 1/4" x 5" NOTA: NO CLAVAR REALIZAR LOS AGUJEROS CON TALADRO Y BROCA DE DIAMETRO SUPERIOR AL ELEMENTO DE FIJACIÓN. -238.9161794975339 \LDETALLE DE FIJACION ESC. 1/10 TACO DE MADERA TORNILLO DE 2" x 2" CORREAJE DE MADERA TORNILLO DE 3" x 2" PLANCHA FIBRAFORTE TIPO ANDINA TIRAFÓN CABEZA HEXAGONAL + ACCESORIOS 1/4" x 5" CLAVOS CON CAVEZA DE 3" TIJERAL DE MADERA TORNILLO DE 4" x 2" 3,00 1,85 1,85 1,85 1,85 1,15 1,15 1,15 1,15 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.50 \A2;0.25 \A2;0.25 \A2;0.25 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 1,95 1,20 1,20 1,50 ,60 ,80 ,10 ,10 ,60 ,90 1,60 ,10 ,60 ,90 1,60 1,60 1,60 1,60 1,60 1,20 1,20 1,20 ,90 ,90 ,90 1,60 1,20 1,20 1,20 ,90 ,90 ,90 ,90 ,70 ,70 1,20 ,90 1,20 1,20 1,20 ,90 10,00 25,60 10,00 25,60 4,00 3,97 3,85 4,98 4,98 3,85 3,98 3,97 3,85 4,98 4,98 3,83 6,12 3,88 6,13 3,88 10,00 25,60 10,00 25,60 3,98 3,85 4,98 4,98 3,83 4,00 6,13 3,88 3,98 3,85 4,98 4,98 3,85 3,98 6,13 3,88 1,00 1,00 ,50 2,62 ,30 ,86 ,75 ,37 10,01 ,31 2,69 ,20 ,30 8,40 1,90 3,00 1,85 1,85 1,85 1,85 1,15 1,20 1,50 ,10 ,60 ,80 ,10 ,60 ,80 ,10 ,60 ,80 1,50 1,50 ,50 ,86 ,75 ,37 2,69 ,20 ,30 8,40 1,15 1,15 1,15 \A2;0.25 \A2;0.25 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 1,95 1,20 1,50 2,62 ,30 10,01 ,31 3,00 1,90 1,85 1,85 1,85 ,10 ,60 ,80 ,10 ,60 ,80 1,50 1,50 2,69 ,20 ,30 8,40 1,50 ,31 3,00 1,90 1,95 1,20 ,80 ,50 ,80 3,00 1,60 ,50 ,30 1,17 3,43 10,00 1,10 1,10 \A2;0.35 \A2;0.25 1,10 1,05 ,70 ,70 \A2;0.50 \A2;0.25 1,10 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 1,10 ,70 ,70 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 1,10 1,10 ,70 ,70 ,70 ,70 1,10 1,10 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 \A2;0.50 \A2;0.25 \A2;0.35 \A2;0.25 1,10 1,10 \A2;0.35 \A2;0.25 \A2;0.35 \A2;0.25 1,44 1,20 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 3,85 3,85 ,25 3,60 3,60 1,20 1,20 1,20 \A2;0.40 \A2;0.25 ,25 1,55 4,98 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 3,10 1,50 ,40 2,62 ,30 8,02 3,10 1,50 ,40 2,62 ,30 8,02 4,98 1,20 1,20 1,20 ,25 1,55 ,25 3,60 3,60 1,55 1,20 3,85 3,85 ,95 1,20 \A2;0.40 \A2;0.25 1,20 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 ,25 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,70 ,10 ,80 ,10 ,60 ,80 ,25 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 3,10 1,50 ,40 3,48 ,30 8,88 4,73 4,98 ,25 1,60 ,95 ,95 ,95 1,20 3,60 1,20 1,20 1,20 4,73 4,98 1,60 3,10 1,50 ,40 3,48 ,30 9,98 1,20 3,60 1,20 1,20 1,20 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 ,25 \A2;0.40 \A2;0.25 ,95 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 1,60 1,20 3,85 ,25 3,60 ,25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.40 \A2;0.25 ,25 3,60 \A1;2.35 \A2;0.40 \A2;0.25 1,60 1,20 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.30 \A2;0.25 3,85 3,85 ,25 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 1,50 ,10 ,60 ,80 3,10 1,50 ,40 2,94 ,30 8,34 4,73 4,98 ,25 1,60 ,95 ,95 ,95 1,20 3,60 1,20 1,20 1,20 4,73 4,98 1,60 3,10 1,50 ,40 2,94 ,30 8,34 1,20 3,60 1,20 1,20 1,20 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 ,25 \A2;0.40 \A2;0.25 ,95 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 1,60 1,20 3,85 3,85 ,25 3,60 ,25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.40 \A2;0.25 ,25 3,60 \A1;2.35 \A2;0.40 \A2;0.25 1,60 1,20 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.40 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.30 \A2;0.25 3,85 3,85 1,20 ,25 ,25 \A2;0.30 \A2;0.25 \A2;0.30 \A2;0.25 \A2;0.25 \A2;0.25 \A2;0.25 \A2;0.25 \A2;0.25 \A2;0.25 \A2;0.25 \A2;0.25 3,48 ,30 ,80 ,30 3,85 \A1;0.25 \A1;0.25 \A1;0.25 \A1;H \A1;b \A1;a \A1;h \A1;1.00 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.25 \A1;0.45 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.15 \A1;0.35 \A1;0.70 \A1;0.10 \A1;0.80 \A1;0.35 \A1;2.35 \A1;2.50 \A1;1.50 \A1;0.60 \A1;2.85 \A1;1.50 \A1;0.60 \A1;a \A1;45° \A1;45° \A1;r \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.25 \A1;0.45 \A1;0.38 \A1;0.22 \A1;1.18 \A1;0.10 \A1;0.25 \A1;0.14 \A1;1.45 \A1;0.38 \A1;0.22 \A1;1.18 \A1;0.10 \A1;0.25 1,85 1,75 2,40 2,40 1,40 1,40 1,40 2,40 1,40 2,40 1,40 2,40 1,45 2,57 2,57 1,45 1,35 1,45 1,43 1,35 1,45 1,43 1,85 1,75 1,95 1,85 1,85 1,75 1,95 1,85 1,20 2,25 1,20 2,25 1,20 1,20 1,75 1,00 1,75 1,00 1,75 1,00 1,20 1,20 1,75 1,00 1,90 2,10 1,55 3,55 2,05 3,17 1,90 2,05 3,17 1,90 2,10 1,90 10,00 10,00 25,60 6,12 3,88 3,97 3,85 4,98 4,98 3,85 3,98 6,13 3,88 25,60 3,97 3,85 4,98 4,98 3,85 3,98 \A1;0.70 \A1;0.10 \A1;0.80 \A1;0.45 ,10 ,10 ,10 ,10 ,10 ,10 ,10 1,50 1,50 ,10 \A1;0.25 \A1;0.35 \A1;0.35 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.25 \A1;0.45 \A1;0.90 \A1;0.70 \A1;0.55 \A1;.10 \A1;1.35 \A1;0.55 \A1;0.60 \A1;0.45 \A1;.10 \A1;0.30 \A1;0.70 \A1;.15 \A1;0.30 \A1;1.15 \A1;0.15 \A1;.15 \A1;.15 \A1;0.25 \A1;1.00 \A1;0.90 \A1;0.70 \A1;0.10 \A1;.10 \A1;1.90 \A1;0.25 \A1;0.55 \A1;0.55 \A1;0.45 \A1;0.10 \A1;2.10 \A1;0.45 \A1;0.45 \A1;0.45 \A1;1.55 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.15 \A1;0.35 \A1;0.70 \A1;0.10 \A1;0.10 \A1;0.10 \A1;1.00 \A1;0.15 \A1;0.35 \A1;0.45 \A1;0.10 \A1;0.65 \A1;1.20 \A1;0.15 \A1;0.35 \A1;0.45 \A1;1.00 \A1;0.90 \A1;0.70 \A1;0.10 \A1;.10 \A1;1.90 \A1;0.15 R1,00 R1,50 R1,50 \A1;0.30 \A1;0.80 \A1;0.30 \A1;1.00 \A1;0.60 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.155 \A1;0.30 \A1;0.30 \A1;1.00 \A1;1.90 \A1;1.65 \A1;1.90 \A1;1.65 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.80 \A1;0.40 \A1;0.25 \A1;0.40 \A1;0.25 \A1;0.18 \A1;0.40 \A1;0.25 \A1;0.45 \A1;0.69 \A1;a \A1;45° \A1;45° \A1;r \A1;0.15 \A1;0.25 0.10 0.30 0.10 0.30 0.10 0.15 0.05 0.20 0.10 0.30 2,62 6,26 4,05 ,98 3,93 2,31 1,10 ,45 ,80 2,94 ,81 2,82 3,52 3,14 25,60 6,28 7,23 -266.7716296963816 VA-101 VA-101 -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" 1 Ø 1/2" a a b b Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 x x VA-201 c c VA-201 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" c c d d -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" a a 1 Ø 1/2" -266.7716296963816 -266.7716296963816 x x Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 y y \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-101 (0.25X0.50) \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. b-b 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. b-b 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 1 Ø 1/2" b b 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-101 (0.25X0.50) \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-201 (0.25X0.35) b b b b 1 Ø 1/2" \LSec. c-c 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. d-d 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" Ø 3/8" d d d d \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-204 (0.25X0.35) 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" \LSec. c-c 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. d-d 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" d d Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : @ 0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Primera Planta ESC. 1/50 Segunda Planta ESC. 1/50 NPT=+0.00 vacio escalera VA-103 (0.25x0.40) VA-103 (0.25x0.40) VCH-101 (.25x0.20) VA-103 (0.25x0.40) VA-103 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-101 (0.25x0.40) VA-102 (0.25x0.40) VA-102 (0.25x0.40) VA-102 (0.25x0.40) VA-102 (0.25x0.40) VP-103 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-101 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-101 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-102 (0.25x0.50) VP-101 (0.25x0.50) VP-101 (0.25x0.50) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" VA-101 (0.25x0.40) VA-101 (0.25x0.40) VCH-101 (.25x0.20) -266.7716296963816 -266.7716296963816 1 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 1 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA DOBLE VIGUETA 1 Ø 1/2" 1 Ø 1/2" DOBLE VIGUETA -266.7716296963816 -266.7716296963816 1 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" As d 1/4" @ 0.20 As d 1/4" @ 0.20 1 2 3 DOBLE VIGUETA DOBLE VIGUETA 4 6 5 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 A B C D E F G 1 2 3 1 2 3 A B C D E F G VA-201 (0.25x0.40) VA-201 (0.25x0.30) VA-201 (0.25x0.30) VA-201 (0.25x0.30) VA-203 (0.25x0.30) VA-203 (0.25x0.30) VA-203 (0.25x0.30) VA-203 (0.25x0.30) VA-201 (0.25x0.30) VA-202 (0.25x0.30) VA-202 (0.25x0.30) VA-202 (0.25x0.30) VA-202 (0.25x0.30) VP-203 (0.25x0.35) VP-202 (0.25x0.35) VP-201 (0.25x0.35) VP-205 (0.25x0.35) VP-205 (0.25x0.35) VP-204 (0.25x0.35) VP-205 (0.25x0.35) VP-205 (0.25x0.35) VP-201 (0.25x0.35) VP-204 (0.25x0.35) MADERA 3"x6" VP-202 (0.25x0.35) VA-201 (0.25x0.30) VP-202 (0.25x0.35) VP-202 (0.25x0.35) As d 1/4" @ 0.20 7 10 VA-201 (0.25x0.30) VA-201 (0.25x0.30) VA-201 (0.25x0.30) VCH-201 (0.25x0.20) VCH-201 (0.25x0.20) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 A B C D E F G 1 2 3 1 2 3 A B C D E F G -266.7716296963816 -266.7716296963816 VA-203 VA-202 VA-102 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 V-CANAL -266.7716296963816 VA-101 VA-101 -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" a a b b Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 x x VA-201 e e VA-201 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" e e f f -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" -266.7716296963816 -266.7716296963816 x x Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 y y \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-102 (0.25X0.50) \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. d-d 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" b b 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-102 (0.25X0.50) \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-202 (0.25X0.35) b b d d 1 Ø 5/8" Ø 3/8" g g g g \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-205 (0.25X0.35) 2 Ø 1/2" 2 Ø 1/2" 1 Ø 5/8" 1 Ø 5/8" \LSec. e-e 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. g-g 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 5/8" f f Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : @ 0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 VA-203 VA-202 VA-102 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 V-CANAL \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 2 Ø 5/8" \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 2 Ø 5/8" \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 2 Ø 5/8" VCH-201 (EJE C, E) VA-101 VA-101 -266.7716296963816 -266.7716296963816 2 Ø 5/8" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 x x VA-201 VA-201 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" c c d d -266.7716296963816 x x Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-103 (0.25X0.50) 2 Ø 5/8" b b \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VP-203 (0.25X0.35) b b Ø 3/8" Est. Ø 3/8" : @ 0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 V-CANAL \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 2 Ø 5/8" \L Est. Ø 3/8" : 1@ 0.05; Rto@0.10 VCH-201 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" d d V-CANAL Ø 3/8" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 1 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 1 Ø 1/2" \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. b-b 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" c c -266.7716296963816 -266.7716296963816 1 Ø 5/8" \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 1 Ø 5/8" 2 Ø 5/8" 1 Ø 1/2" \LSec. e-e 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. f-f 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 1 Ø 1/2" 1 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" a a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. a-a 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. b-b 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" 2 Ø 1/2" -266.7716296963816 2 Ø 5/8" -266.7716296963816 \LSec. e-e 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. d-d 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" NPT +0.10 ESCALA 1/50 PORTICO C X X X X y y VP-101 VP-102 VP-102 VP-201 VP-202 VP-202 m m ñ ñ n n -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 G F E D \LSec. y-y -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 m m n n 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" \LSec. x-x \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" n n \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" X X \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT +0.10 NPT +0.10 NPT +0.10 y y x x \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" VP-101 VP-201 m m n n -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 1 Ø 1/2" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 X X VP-102 VP-202 o o 2 Ø 1/2" 2 Ø 1/2" m m ñ ñ 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 ñ ñ n n VP-102 VP-202 A B C -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT +0.10 ESCALA 1/50 PORTICO C X X X X y y \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" VP-101 VP-103 VP-102 VP-102 VP-204 VP-203 VP-205 VP-205 ñ ñ m m n n n n -266.7716296963816 -266.7716296963816 1 Ø 5/8" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 G F E D \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 m m n n 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" n n \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 1/2" 1 Ø 5/8" X X \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.40) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.40) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT +0.10 NPT +0.10 NPT +0.10 NPT +0.10 NPT +0.10 y y x x \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" VP-101 VP-204 m m n n -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 X X VP-102 VP-205 o o 2 Ø 1/2" 2 Ø 1/2" m m n n 2 Ø 1/2" 2 Ø 1/2" 2 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 n n n n VP-102 VP-205 ñ ñ n n 1 Ø 5/8" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 1/2" 1 Ø 5/8" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" n A B C -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 5/8" 1 Ø 1/2" -266.7716296963816 NPT +0.10 ESCALA 1/50 PORTICO C X X X X y y \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" VP-101 VP-103 VP-102 VP-102 VP-201 VP-203 VP-202 VP-202 ñ ñ m m n n n n -266.7716296963816 -266.7716296963816 1 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 G F E D \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 m m n n 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" n n \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" X X \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.40) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.40) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT +0.10 NPT +0.10 NPT +0.10 NPT +0.10 NPT +0.10 y y x x \LSec. y-y 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" VP-101 VP-201 m m n n -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" n n \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 X X VP-102 VP-202 o o 2 Ø 1/2" 2 Ø 1/2" m m n n 2 Ø 1/2" 2 Ø 1/2" 2 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. m-m 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.25 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3 @ 0.15; rto @ 0.20 n n n n VP-102 VP-202 ñ ñ n n 1 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-101 (0.25X0.40) \LSec. n-n 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. ñ-ñ 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 o o 2 Ø 1/2" 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-201 (0.25X0.30) \LSec. o-o 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" n A B C -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 2 Ø 1/2" -266.7716296963816 -266.7716296963816 -266.7716296963816 p p \LSec. p-p 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 1 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) 1 Ø 1/2" 2 Ø 1/2" 1 Ø 1/2" 2 Ø 1/2" \LSec. p-p 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) 2 Ø 1/2" p p \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-202 (0.25X0.30) \LEst. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.20 VA-102 (0.25X0.40) ñ ñ \LSec. x-x 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 5/8" 2 Ø 5/8" -266.7716296963816 -266.7716296963816 2 Ø 1/2" \LSec. x-x 2 Ø 1/2" 2 Ø 1/2" -266.7716296963816 -266.7716296963816 p p p p -266.7716296963816 -266.7716296963816 VP-201 o o 2 Ø 1/2" 2 Ø 1/2" VP-202 o o 2 Ø 1/2" 2 Ø 1/2" p p -266.7716296963816 -266.7716296963816 VP-202 -266.7716296963816 VP-202 o o 2 Ø 1/2" 2 Ø 1/2" VP-202 o o 2 Ø 1/2" 2 Ø 1/2" p p VP-201 Cimentación ESC. 1/50 deposito salon de usos multiples jardin hall de ingreso deposito NPT=+0.10 NPT=+0.10 NPT=+0.10 NPT=+0.55 escenario NPT=-0.44 ss.hh. varones ss.hh. damas NPT=+0.00 ESTRUCTURAS - CIMENTACION ESCALA 1/50 + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.70 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS ESPECIFICACIONES TÉCNICAS CUADRO DE COLUMNAS C-1 C-3 6 Ø DE 5/8" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. 4 Ø DE 5/8" + 2 Ø DE 1/2" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. Estribos de Fierro de Ø 3/8" Grado 60 segun diseño -266.7716296963816 -266.7716296963816 C-4 4 Ø DE 5/8" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 a b H h Ø Z-1 Z-2 Z-6 1.95 1.85 1.50 0.60 1.00 1.75 0.60 1.85 1.75 1.50 0.60 11 Ø 1/2" @ 0.15 12 Ø 1/2" @ 0.15 Z-5 1.45 1.35 0.60 11 Ø 1/2" @ 0.15 12 Ø 1/2" @ 0.15 09 Ø 1/2" @ 0.15 09 Ø 1/2" @ 0.15 11 Ø 1/2" @ 0.15 07 Ø 1/2" @ 0.15 NPT. + 0.10 NPT. + 0.10 Secc. B-B Secc. A-A ESCALA 1/25 ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Secc. G-G ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. +0.10 NPT. +0.10 Secc. L-L ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 d 1/2" @ 0.14 m d 1/2" @ 0.14 m X X NPT. + 0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. -266.7716296963816 -266.7716296963816 Ø 1/2" Z-1 C1 PLANTA ESCALA 1/25 -266.7716296963816 C1 Z-2 d 1/2" @ 0.14 m d 1/2" @ 0.14 m -266.7716296963816 -266.7716296963816 O O NPT. + 0.10 09 Ø 1/2" @ 0.15 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Est. Ø 3/8" : @ 0.10 Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. -266.7716296963816 Ø 1/2" PLANTA ESCALA 1/25 SECC. X-X ESCALA 1/25 SECC. O-O ESCALA 1/25 DETALLE DE ZAPATAS CENTRICAS Y EXCENTRICAS DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS -266.7716296963816 -266.7716296963816 CONCRETO ESPECIFICADO -266.7716296963816 6.5 1/4" 1.5 8 2 11 3 13 3 6mm 8mm 3/8" d VIGA ó COLUMNA d r(cm) a(cm) Z-4 2.25 1.20 0.60 Z-3 1.40 2.40 0.60 15 Ø 1/2" @ 0.15 08 Ø 1/2" @ 0.15 15 Ø 1/2" @ 0.15 d 1/2" @ 0.15 m Z-1 Z-2 C1 d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m C1 d 1/2" @ 0.15 m Z-2 C1 Z-2 Z-1 C1 C1 C1 C1 C1 C1 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Z-3 Z-3 Z-3 Z-3 Z-3 d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 C1 C2 C2 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-4 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-5 C2 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-5 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 A A A A A A A A D D D D B B E E B B B B B B B B B B F F I I I I L L C2 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-4 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 F F G G G G L L M M C C d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-6 Z-6 C3 C4 C3 d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-6 C3 Z-6 C3 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-7 C4 d 1/2" @ 0.15 m d 1/2" @ 0.15 m Z-7 C C C C C C C C E E -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 K K K K I I L L I I H H H H I I L L G G J J CIMENT. ESCALERA -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 1 2 3 1 2 3 A B C D E F G -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 A B C D E F G NPT. +0.10 Secc. F-F ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 C5 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 C-2 4 Ø DE 5/8" + 2 Ø 1/2" Est. Ø 3/8" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 C-5 4 Ø DE 1/2" Est. Ø 1/4" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. Z-7 1.20 1.20 0.60 10 Ø 1/2" @ 0.14 08 Ø 1/2" @ 0.14 1.50 1.50 1.50 1.50 1.50 CUADRO DE ZAPATAS -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Escenario -266.7716296963816 -266.7716296963816 -266.7716296963816 d 3/8 @ 0.30 m. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 Falso Piso N.P.T. N.T.N. -266.7716296963816 -266.7716296963816 N.T.N. N.P.T. Falso Piso -266.7716296963816 -266.7716296963816 -266.7716296963816 d 3/8 @ 0.40 m. -266.7716296963816 N.T.N. -266.7716296963816 -266.7716296963816 Secc. D-D ESCALA 1/25 Secc. M-M ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 N.P.T. Falso Piso -266.7716296963816 -266.7716296963816 -266.7716296963816 d 3/8 @ 0.30 m. N.T.N. Secc. C-C ESCALA 1/25 N.T.N. d 3/8 @ 0.25 m. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 N.P.T. Falso Piso -266.7716296963816 -266.7716296963816 d 3/8 @ 0.30 m. N.T.N. Secc. E-E ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. +0.10 JARDIN N.T.N. Secc. H-H ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. +0.10 Secc. I-I ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. +0.10 Secc. J-J ESCALA 1/25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 NPT. -0.44 NPT. +0.10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 d 3/8 @ 0.30 m. Secc. K-K ESCALA 1/25 N.T.N. d 3/8 @ 0.25 m. -266.7716296963816 -266.7716296963816 JARDIN NPT. +0.10 N.T.N. -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 d 1/2" @ 0.20 -266.7716296963816 d 1/2" @ 0.20 Piso de cemento pulido y bruñado Pend. 0.5% Afirmado 3" f'c=140Kg/cm2 Concreto -266.7716296963816 -266.7716296963816 d1/2"@0.20 -266.7716296963816 d 3/8" @ 0.25 -266.7716296963816 -266.7716296963816 e=0.15 d 1/2" @ 0.20 0.25 x 0.40 V - P d 3/8" @ 0.25 -266.7716296963816 -266.7716296963816 -266.7716296963816 V - P -266.7716296963816 0.25 x 0.40 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 0.25 x 0.40 -266.7716296963816 V - S -266.7716296963816 -266.7716296963816 PRIMER TRAMO ESC: 1/25 SEGUNDO TRAMO ESC: 1/25 DETALLE DE ESCALERA ESC: 1/25 d 1/2" @ 0.20 d 3/8" @ 0.25 d 1/2" @ 0.20 d 3/8" @ 0.25 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 I I Almacen SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.70 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS -266.7716296963816 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS -266.7716296963816 -266.7716296963816 CONCRETO ESPECIFICADO -266.7716296963816 6.5 1/4" 1.5 8 2 11 3 13 3 6mm 8mm 3/8" d VIGA ó COLUMNA d r(cm) a(cm) + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: ESPECIFICACIONES TÉCNICAS + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: ESPECIFICACIONES TÉCNICAS SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.70 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS + CIMENTACION Y ESTRUCTURAS EN CONTACTO CON TERRENO : PORTLAND TIPO I + CIMIENTO CORRIDO (30% piedra desplazadora d=0.25 m max.) : 100 kg/mc2 + CONCRETO VACEADO CONTRA EL SUELO Y ZAPATA = 7.00 cm. + BARRAS CORRUGADAS ASTM A-615 (grado 60) 2. RESISTENCIA DEL CONCRETO + SOBRECIMIENTO (25% piedra desplazadora d= 0.10 m. max.) : 100 kg/cm2 + VIGA PERALTADA COLUMNAS Y PLACAS = 4.00 cm. + ZAPATAS : 210 kg/cm2 + VIGAS Y LOSAS :210 kg/cm2 + COLUMNAS : 210 kg/cm2 + ESCALERAS : 210 kg/cm2 3. ACERO DE REFUERZO : f'y = 4200 kg/cm2 4. RECUBRIMIENTOS: + RESTO DEL TERRENO :PORTLAND TIPO I 1. CEMENTO: ESPECIFICACIONES TÉCNICAS SOBRECARGA : 300.00 Kg/cm² : 400.00 Kg/cm² : NTE - 030 : NTE - 050 : NTE - 020 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION LONG. MINIMAS DE TRASLAPE EN ARMADURA Y GANCHOS ESTANDAR NORMA TECNICA DE EDIFICACIONES NORMA TECNICA DE SUELOS Y CIMENTACIONES NORMA TECNICA DE CARGAS INTERIORES DE AMBIENTES 1.27 cm. 1.59 cm. 0.95 cm. DIAM. (cm) 1.91 cm. 2.54 cm. NORMA TECNICA DE DISEÑO SISMORESISTENTE REGLAMENTO NACIONAL DE CONSTRUCCIONES CORREDORES Ø DEL ACERO 5/8" 1/2" 3/8" 3/4" 1" 60 cm. TRASLAPE EN 30 cm. 45 cm. 40 cm. 30 cm. COMPRESION 1.27 cm² 1.98 cm. 0.71 cm² AREA (cm²) 5.07 cm² 2.85 cm² 35 cm. 45 cm. 20 cm. 30 cm. 25 cm. 85 cm. 45 cm. 55 cm. 65 cm. 40 cm. TRASLAPE EN TRACCION GANCHOS ESTANDAR : r = 4.00 cm. MINIMO : r = 5.00 cm. MINIMO : T = 1.70 Kg/cm² : r = 2.00 cm. MINIMO : r = 2.50 cm. MINIMO : r = 7.00 cm. MINIMO VIGAS DE CIMENTACION VIGAS PERALTADAS Y COLUMNAS RECUBRIMIENTOS CAPACIDAD PORTANTE DEL TERRENO ALIGERADO VIGAS CHATAS ZAPATA NORMA TECNICA DE ALBAÑILERIA : NTE - 070 : NTE - 060 ESPECIFICACIONES TÉCNICAS -266.7716296963816 -266.7716296963816 C-6 4 Ø DE 1/2" Est. Ø 1/4" : 1@ 0.05; 5@0.10; 3@0.15; Rto @ 0.25. C6 C6 9 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 ESTRIBO DE SUJECION d 1/4" @ 1.50 -266.7716296963816 -266.7716296963816 -266.7716296963816 ESC : 1/10 SECCION ALIGERADO -266.7716296963816 -266.7716296963816 TEMPERATURA d 1/4" @ 0.20 VER PLANO DE TECHO Portico Eje A y G ESC. 1/50 Portico Eje de B,C,EyF ESC. 1/50 Portico Eje D-D' ESC. 1/50 Portico Eje 1-1' ESC. 1/50 Portico Eje 2-2' ESC. 1/50 Portico Eje 3-3' ESC. 1/50 -266.7716296963816 VA-203 (0.25X0.30) VA-203 (0.25X0.30) VA-203 (0.25X0.30) VA-203 (0.25X0.30) -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 8 7 10 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 -266.7716296963816 PROYECTO: PLANO: ESTRUCTURAS - DETALLES PORTICOS LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA ES-02 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA PROYECTO: PLANO: ESTRUCTURAS - CIMENTACION DETALLES LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA ES-01 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA PROYECTO: PLANO: ESTRUCTURAS - ALIGERADO - COBERTURA LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA ES-04 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA PROYECTO: PLANO: ESTRUCTURAS - DETALLES PORTICOS LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA ES-03 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" MADERA 3"x6" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" CORREA 3"x2" MADERA TORNILLO DE TIJERAL DE 8" ENTRAMADO CON CUARTON DE 2"x2" TRIPLAY DE 1.20 x 2.40 x 4mm. \A1;TAPAJUNTA DE 1"x\S1#2;" TRIPLAY DE 1.20 x 2.40 x 4mm. ENTRAMADO CON CUARTON DE 2"x2" \A1;TAPAJUNTA DE 1"x\S1#2;" ESCALA: 1/5 \LDETALLE CIELORAZO CLAVO DE 1" C/C CLAVO DE 1" C/C CLAVO DE 3" C/C CLAVO DE 3" C/C ,35 5,60 ,35 3,45 ,25 ,10 ,15 5,80 ,25 3,45 ,25 10,00 ,25 3,60 ,25 3,60 ,25 1,53 ,02 ,03 3,15 ,25 3,15 ,03 1,55 ,25 3,60 ,25 1,80 ,25 ,25 9,10 ,15 6,60 ,15 5,35 ,15 3,60 ,25 1,80 25,60 ,35 5,60 ,35 3,45 ,25 ,35 5,65 ,10 1,40 ,15 2,10 ,25 10,00 ,25 1,00 1,60 1,00 ,25 1,00 1,60 1,00 ,25 2,85 1,87 ,25 1,87 2,85 ,25 1,00 1,60 1,00 ,25 3,60 ,25 ,25 20,25 ,15 4,70 ,25 25,60 3,97 3,85 4,97 4,97 3,83 4,00 6,12 3,88 3,97 3,85 4,97 4,97 3,85 3,98 6,13 3,88 ,25 3,60 ,25 3,60 ,25 1,55 6,60 1,55 ,25 3,60 ,25 1,80 1,80 ,25 ,25 9,10 ,15 6,60 ,02 5,48 ,15 3,60 ,25 9,50 6,60 9,50 ,15 1,20 ,15 2,35 ,10 ,15 ,85 ,50 ,50 ,50 1,35 ,15 1,80 6,10 1,80 ,15 1,35 ,50 ,50 ,50 ,85 ,15 ,10 2,35 ,15 1,20 ,15 ,25 3,60 ,15 3,70 ,15 4,92 ,15 4,82 ,15 3,70 ,15 3,60 ,25 25,60 ,25 3,45 ,35 5,60 ,35 ,45 ,15 ,80 ,60 ,25 3,45 ,25 5,80 ,70 ,15 10,60 ,25 1,65 ,30 ,30 ,30 ,30 ,30 ,40 ,25 1,90 ,15 3,55 ,35 ,45 ,15 ,25 3,70 2,00 ,15 3,75 ,60 ,15 10,60 ,65 ,15 ,45 ,15 2,60 1,00 ,50 2,35 1,00 3,97 1,00 4,08 1,00 ,15 1,00 2,35 ,50 3,60 1,80 1,80 ,25 1,10 2,50 ,25 1,72 3,00 ,25 3,00 1,72 ,25 2,60 1,00 ,10 ,60 1,20 1,80 ,25 1,10 ,15 2,35 ,25 1,72 1,00 2,00 ,25 3,00 ,33 1,40 ,25 3,60 ,25 ,90 2,70 1,40 3,00 ,15 1,50 ,80 ,85 ,15 1,65 4,00 3,97 3,85 4,97 4,97 3,83 6,13 3,88 3,97 3,85 4,97 4,97 3,85 3,98 6,12 3,88 ,43 2,60 ,68 3,70 ,73 2,00 ,98 R,30 R,30 R,30 R,30 ,42 2,60 ,34 ,34 ,73 2,00 ,73 ,25 1,00 2,10 ,40 2,62 ,30 ,13 1,26 ,59 2,20 1,00 ,20 ,20 1,00 1,69 ,10 ,25 1,25 ,59 8,40 ,45 2,55 ,30 ,20 4,41 ,18 ,18 ,32 8,40 3,00 ,30 ,20 4,23 ,17 ,18 ,32 8,40 ,52 3,66 ,80 2,14 2,60 ,30 1,33 3,77 4,44 2,62 2,97 5,79 9,72 9,50 Primera Planta ESC. 1/50 almacen salon de usos multiples jardin hall de ingreso oficina 04 Segunda Planta ESC. 1/50 Elevacion Principal ESC. 1/50 oficina 03 oficina 02 oficina 01 oficina 05 sala de reuniones pasadizo balcon internet deposito -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 A B C D E F G 1 2 3 1 2 3 A B C D E F G NPT=+0.00 NPT=+0.10 NPT=+0.10 NPT=+0.10 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 NPT=+0.55 escenario -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 A B C D E F G -614.4230122054723 -614.4230122054723 1 2 3 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 A B C D E F G -614.4230122054723 -614.4230122054723 1 2 3 NPT=+3.60 NPT=+3.60 1.60x1.50 1.60 1.60x1.50 1.60 2.85x1.00 2.10 2.85x1.00 2.10 1.60x1.60 1.60 3.60x3.10 1.00x2.20 1.40x2.60 LOCAL COMUNAL PUTACCA 3.00x3.30 0.80x2.60 0.70x1.80 0.70x1.80 0.70x1.80 0.70x1.80 0.80x2.60 1 2 3 4 5 6 7 9 -1 -2 -3 NPT=-0.44 1.20x2.20 ss.hh. varones ss.hh. damas 2.60x2.50 0.80 2.00x1.00 2.30 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 NPT=-0.10 3 4 5 6 7 8 0.70x1.80 0.70x1.80 ss.hh. varones ss.hh. damas 0.70x1.80 0.70x1.80 0.80x3.60 0.80x2.60 17 16 15 14 13 10 11 12 19 8 9 18 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 Lavatorio Fontana (blanco) Inodoro Rapi Jet (blanco) Fluorescente recto 40 w Fluorescente recto 20 w Làtex Vinìlico en cielo raso. Làtex Vinìlico en muros interiores y exteriores Vidrio Incoloro, doble nacional e= 4 mm. VIDRIOS Triplay de 4 mm mas tapajunta (entramado de madera) Tijerales de madera + teja andina CONTRAZOCALOS DEPOSITO 2º Piso 1º Piso Acabados PASADIZO/CORREDOR INTERNET SS. HH. SALA DE REUNIONES OFICINA O5 OFICINA O4 OFICINA 03 OFICINA O2 OFICINA 01 Barniz Marino Natural en Carpinteria de Madera. Esmalte sobre Base Anticorrosiva en Carpinteria Metalica. PINTURA CUADRO DE ACABADOS Cemento pulido h = 30cm Interruptores y Tomacorrientes de Bakelita con dados intercambiables Tarrajeo con mezcla c/a Madera Apanelada, barnizado. Metálicas, pintura esmalte. Ceramico 20x30 (h=1.80m) Losa aligerada e = 20 cm + vigas peraltadas CIELORASO TECHOS PUERTAS ELECTRICAS INSTAL. SANITARIAS VENTANAS Ceràmica 30x30 cm Color Blanco Serie Piedra junta 5 mm Tarrajeo rayado SS. HH. Cemento pulido, coloreado y bruñado a cada metro Tarrrajeo frotachado en muros, vigas, columnas,sobrecim. en interior Ambientes PISOS MUROS Cerámica Blanco Serie Piedra h = 0.10 m ZOCALOS SS. HH. SALON DE USOS MULTIPLES ESCENARIO INSTAL. Corte Y- Y' ESC. 1/50 1.00x2.60 Y Y Y Y X X X X 2.35x1.94 1.00 0.50x2.20 0.20 0.50x2.20 0.20 0.50x2.20 0.20 0.50x2.20 0.20 2.35x1.94 1.00 1.95x2.14 0.80 1.95x2.14 0.80 1.00x2.60 1.00x2.60 1.00x2.60 1.00x2.60 2.35x1.70 0.90 2.35x1.70 0.90 0.90x2.00 0.90x2.00 2.00x2.60 1.00x2.60 2.60x2.20 0.80 2.00x0.80 2.20 3.00x2.60 0.50 3.00x2.60 0.50 3.00x2.60 0.50 2.00x2.60 0.50 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 NPT=+0.10 NPT=+3.60 oficina 03 salon de usos multiples ss.hh. d. ss.hh. v. ss.hh. d. ss.hh. v. pasadizo Corte X- X' ESC. 1/50 escenario NPT=+3.60 NPT=+0.55 NPT=+0.10 salon de usos multiples hall de ingreso pasadizo pasadizo pasadizo sala de reuniones -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 Techos ESC. 1/125 0.90x2.60 NPT=+0.00 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 0.60x2.60 0.20 0.60x2.60 0.20 -614.4230122054723 3.60x0.73 3.77 3.60x0.73 3.77 3.60x0.73 3.77 3.60x0.73 3.77 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 -614.4230122054723 PROYECTO: PLANO: ARQUITECTURA - CORTES - ELEVACION LAMINA: INDICADA INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA A-02 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA PROYECTO: PLANO: ARQUITECTURA - DISTRIBUCION LAMINA: INDICADA AGOSTO - 2009 INFRAESTRUCTURA PALCA APROBADO: REVISADO: ESCALA: FECHA: MUNICIPALIDAD DISTRITAL DE PALCA A-02 INFRAESTRUCTURA PALCA \W5.23895; CONSTRUCCION LOCAL ARTESANAL MULTIUSO \W5.23895; CHILLHUAPAMPA DISTRITO DE PALCA - HUANCAVELICA HUANCAVELICA DIST: CONSULTOR PROV: REGION: PALCA HUANCAVELICA ARQ. PAVEL AGAMA BENAVIDES LUGAR: CHILLHUAPAMPA AGOSTO - 2009 V-01 2.50 2.00 1.10 P-01 1.20 2.70 \A1;1.10 \A1;0.25 \A1;0.36 \A1;2.85 \A1;0.36 \A1;0.25 \A1;0.57 \A1;2.85 \A1;0.57 \A1;0.25 \A1;3.60 \A1;0.25 \A1;3.60 \A1;0.25 \A1;0.38 \A1;2.85 \A1;0.38 \A1;0.25 \A1;1.10 \A1;19.87 \A1;3.83 \A1;4.25 \A1;3.85 \A1;3.85 \A1;3.85 \A1;1.10 \A1;0.25 \A1;1.60 \A1;1.98 \A1;0.25 \A1;1.15 \A1;2.85 \A1;0.25 \A1;1.00 \A1;1.60 \A1;1.00 \A1;0.25 \A1;3.60 \A1;0.25 \A1;0.38 \A1;2.85 \A1;0.38 \A1;0.25 \A1;1.10 \A1;19.87 \A1;3.83 \A1;4.25 \A1;3.85 \A1;3.85 \A1;3.85 \A1;1.30 \A1;0.25 \A1;3.32 \A1;0.35 \A1;3.23 \A1;0.35 \A1;1.92 \A1;7.50 \A1;3.62 \A1;3.58 \A1;1.30 \A1;0.25 \A1;3.32 \A1;0.35 \A1;3.23 \A1;0.35 \A1;1.92 \A1;7.50 \A1;3.62 \A1;3.58 \A1;0.25 \A1;0.77 \A1;2.00 \A1;0.77 \A1;0.25 \A1;1.01 \A1;2.00 \A1;1.01 \A1;0.25 \A1;1.67 \A1;0.25 \A1;3.60 \A1;0.25 \A1;0.80 \A1;2.00 \A1;0.80 \A1;0.25 \A1;19.87 \A1;3.80 \A1;4.28 \A1;3.85 \A1;3.85 \A1;3.85 \A1;0.25 \A1;2.35 \A1;0.28 \A1;0.90 \A1;0.25 \A1;0.90 \A1;1.32 \A1;1.80 \A1;0.25 \A1;1.25 \A1;0.50 \A1;0.50 \A1;0.50 \A1;0.85 \A1;0.25 \A1;0.63 \A1;0.63 \A1;0.25 \A1;3.60 \A1;0.25 \A1;19.87 \A1;3.80 \A1;4.27 \A1;3.85 \A1;3.85 \A1;3.85 \A1;1.00 \A1;0.35 \A1;3.23 \A1;0.35 \A1;3.32 \A1;0.25 \A1;7.50 \A1;3.58 \A1;3.62 \A1;0.25 \A1;3.32 \A1;0.35 \A1;3.23 \A1;0.35 \A1;1.00 \A1;7.50 \A1;3.62 \A1;3.58 \A1;2.35 2,20 1,00 1,00 1,49 ,10 4,44 ,20 ,20 2,88 ,25 ,30 ,20 4,23 3,00 ,17 ,18 ,32 ,52 \A1;2.84 \A1;3.10 \A1;1.00 \A1;2.60 \A1;0.70 \A1;2.60 \A1;0.60 \A1;1.80 \A1;0.90 \A1;2.60 \A1;1.80 \A1;3.30 \A1;0.90 \A1;2.60 SS. HH DAMAS SS. HH VARONES 1.90x1.00 2.30 P-04 0.70 2.60 P-04 0.70 2.60 P-05 0.60 1.80 P-05 0.60 1.80 V-06 1.90 1.00 2.30 \A1;0.00 \A1;0.99 \A1;1.93 COLOREADO Y BRUNADO Madera (Clima frio) PISO DE CEMENTO PULIDO TANQUE ALTO DE PVC 1.60x1.00 2.10 AUDITORIO escenario CAMERINO 02 CAMERINO \W2.75703; 01 3 4 5 6 7 8 16 15 14 13 9 10 1 2 12 HALL DE INGRESO NPT=+0.10 11 3 4 5 6 7 8 16 15 14 13 9 10 1 2 12 1.90x1.00 2.30 11 balcon 2.35x1.94 1.00 0.50x2.20 0.20 0.50x2.20 0.20 0.80 0.60x2.60 0.20 2.35x1.94 1.00 1.95x2.14 0.80 2.35x1.70 0.90 CENTRO DE COMPUTO pasadizo NPT=+3.60 OFICINA DE REGISTRADOR V-04 2.00 1.30 1.30 V-04 2.00 1.30 1.30 V-04 2.00 1.30 1.30 P-03 0.90 2.60 P-03 0.90 2.60 P-02 1.80 3.30 P-01 3.60 3.10 V-01 1.60 1.00 2.10 V-02 2.85 1.00 2.10 V-03 1.60 1.60 1.60 \T1.1;CENTRO CIVICO DEL CENTRO POBLADO DE CHAHUARMA P-04 0.70 2.60 P-04 0.70 2.60 PENDIENTE 1 % PENDIENTE 1 % 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 5 5 5 3.23 5 5 7.50 5 3.58 1 2 3 5 5 5 5 3.23 5 5 7.50 5 3.58 1 2 3 B B A A P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-06 1.00 2.60 P-07 0.90 2.60 V-03 0.50 2.20 0.40 V-04 2.35 1.85 1.15 V-05 2.85 1.85 1.15 V-01 2.00 1.30 1.30 0.40 1.50 1.00 V-04 2.00 1.30 1.30 V-04 2.00 1.30 1.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 2.35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 5 5 5 5 5 5 5 5 1 2 3 A 5 5 5 5 5 5 5 5 5 1 2 3 A B B V-02 2.85 1.00 2.10 V-03 0.50 2.20 0.40 V-03 0.50 2.20 0.40 V-03 0.50 2.20 0.40 V-03 1.60 1.60 1.60 P-07 0.90 2.60 0.40 1.50 1.00 5 escenario NPT=+3.60 NPT=+0.55 NPT=+0.10 hall de ingreso pasadizo pasadizo NPT=+0.10 NPT=+3.60 5 5 5 5 5 5 5 5 5 pasadizo 5 V-04 2.00 1.30 1.30 5 5 5 5 5 5 5 5 OFICINA DE JUZGADO DE PAZ OFICINA DE GERENCIA MUNICIPAL OFICINA DE ALCALDIA OFICINA DE MEDIO AMBIENTE OFICINA TENIENTE GOBERNADOR OFICINA DE ORGANIZACIONES OFICINA DE TESORERIA OFICINA PRESIDENTE COMUNAL P-04 0.70 2.60 P-01 3.60 3.10 5 5 5 5 P-06 1.00 2.60 P-05 0.60 1.80 P-03 0.90 2.60 P-02 1.80 3.30 5 5 5 5 5 5 5 5 P-07 0.90 2.60 5 5 VENTANAS V4 V5 V3 V2 V1 P5 P4 P3 P2 P1 PUERTAS 2.35 1.85 1.15 ALTO ANCHO ALFEIZAR 1.85 2.85 1.15 1.60 1.60 1.60 1.00 2.85 2.10 1.00 1.60 2.10 0.60 1.80 - 2.60 0.70 - 2.60 0.90 - 3.30 1.80 - 3.10 3.60 - ALTO ANCHO ALFEIZAR CUADRO DE VANOS P7 P6 0.90 2.60 - 2.60 1.00 - V6 1.00 1.90 2.30 SS. HH DAMAS SS. HH VARONES 1.90x1.00 2.30 P-04 0.70 2.60 P-04 0.70 2.60 P-05 0.60 1.80 P-05 0.60 1.80 V-06 1.90 1.00 2.30 SS. HH DAMAS SS. HH VARONES P-04 0.70 2.60 P-04 0.70 2.60 P-05 0.60 1.80 P-05 0.60 1.80 1.90x1.00 2.30 V-06 1.90 1.00 2.30 5 5 5 R = 0.60 R = 0.60 EP-2 DISEÑO : DIBUJO : FECHA : ESCALA : ARQUETECTURA REGION : HUANCAVELICA PROYECTO : PLANO : LIRCAY PROVINCIA : ANGARAES DISTRITO : LAMINA : LUGAR : INDICADA MUNICIPALIDAD PROVINCIAL ANGARAES - LIRCAY CENTRO NOV. - 2011 CREACION DE INFRAESTRUCTURA PUBLICA CENTRO CIVICO EN EL CENTRO POBLADO DE CHAHUARMA, DISTRITO DE LIRCAY POBLADO DE CHAHUARMA PROVINCIA DE ANGARAES - HUANCAVELICA DETALLE DE PUERTAS SEGUNDA PLANTA ESCALA 1/50 PREMERA PLANTA ESCALA 1/50 EP-2 DISEÑO : DIBUJO : FECHA : ESCALA : ELEVACION Y CORTES REGION : HUANCAVELICA PROYECTO : PLANO : LIRCAY PROVINCIA : ANGARAES DISTRITO : LAMINA : LUGAR : INDICADA MUNICIPALIDAD PROVINCIAL ANGARAES - LIRCAY CENTRO NOV. - 2011 CREACION DE INFRAESTRUCTURA PUBLICA CENTRO CIVICO EN EL CENTRO POBLADO DE CHAHUARMA, DISTRITO DE LIRCAY POBLADO DE CHAHUARMA PROVINCIA DE ANGARAES - HUANCAVELICA PLANO DE ELEVACION PRINCIPAL ESCALA 1/50 CORTE "A - A" ESCALA 1/50 CORTE "B - B" ESCALA 1/50

Language	Spanish
Drawing Type	Section
Category	Office
Additional Screenshots
File Type	dwg
Materials	Concrete, Glass, Masonry, Plastic, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park
Tags	autocad, banco, bank, bureau, buro, bürogebäude, business center, center, centre d'affaires, centro de negócios, civic, civic center, details, DWG, elevations, escritório, immeuble de bureaux, la banque, office, office building, plants, prédio de escritórios, section, sections