Disco – Hostal DWG Block for AutoCAD

Disco – Hostal DWG Block for AutoCAD

PROPOSAL FOR RECREATION NEEDS TO SOLVE BY FUNCTIONAL AREAS THENEEDS OF RECREATION AND REST IN THE SAME LAND

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

npt, first floor, garden, multipurpose room, sshh ladies, sshh men, bar, hall, ceramic floor, passage, projection of eaves, junin, huancayo, csss, palomino bouquets, receptions and, white isabel, project:, owner :, location:, province:, department:, date, scale:, vºbº. :, approved:, tourist, restaurant, lodging, blueprint, architecture, carlos santivañez samaniego, -architecture-, design:, floor plan:, kitchen, umbrellas, mezzaninne, empty, second floor, mezzanine, receptions, entrance, living room, closet , bathroom, bedroom, terrace, ladies, men, salon, raul sanchez and, wife, urinal, main facade, hotel, peru, gourmet, clay brick, detail of, axis a and b., double joist, foundation sections, technical specifications, anchoring, minimum anchor lengths and reinforcement overlays, national building regulations, earthquake resistant design standards, design and construction specifications:, features of confined masonry:, note: foundations:, thickness of mortar joints, observations:, ground, overloads, roof, staircase, rest, coverings, stairs and lightened, banked beams and columns, footings, flat beams, concrete cyclopean, reinforced concrete, overlays, – construction process ivo: the masonry walls will be built according to the details indicated in the corresponding sheets, – they will be built after emptying the beams and columns, proposed foundation., must fit to the bottom level of, proposed with third party property, in the areas where the foundation abuts, note:, dimension, type, detail, side footing, concrete screed, excentric shoe, central shoe, variable, compacted soil, var., cut aa, bb cut, cut cc, cut dd, cut ee, cut ff, cut gg, with beam and lightened, reinforcement – column with, beam, slabs and lightened, overlapping joints for beams, lower, reinforcement, h any, values ​​of m, h minor, upper, h greater, b- in case of not joining in the areas, c- for lightened and flat beams the steel, indicated or the specified percentages, the lower one is joined on the supports, being the, consult the designer., the same section, technical specifications, overload : steel concrete – beams, reinforced concrete: concrete – columns, overlapping, steel cladding, lightened, passageways, lintel detail if used, x – x cut, bending detail of stirrups, columns and beams, column d, plate or girder, specified, center foot, of columns, according to table, without scale, beam, slab, beam vv, see elevation, detail of tapasol, c – c, footing eccentric, foundation, hall, great hall, staircase foundation, of use , multiple, slab lightened mezzanine, empty duct, double height integration, ladder, lightened slab, v.ch., plate, axis b and c, axis a and d, vp, shd, main, large room, corridor, shv, tank, floor ceramic, vestibule, cistern, reinforced slab, stair roof, between b and c, beams section, project, revised:, plan :, date :, owner :, foundation structures, structures lightened

Raw text data extracted from CAD file:

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RAMOS PALOMINO RECEPCIONES Y BLANCA ISABEL PROYECTO : PROPIETARIO : UBICACION: PROVINCIA : DPTO : FECHA ESCALA : VºBº. : APROBADO : TURISTICO RESTAURANTE HOSPEDAJE ANTEPROYECTO ARQUITECTURA CARLOS SANTIVAÑEZ SAMANIEGO -ARQUITECTO- DISEÑO : PLANO DE : A-01 COCINA -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 \W8.52381; \W8.52381; SALON PISO CERAMICO 9.60 M2. 43.50 M2. HALL PISO CERAMICO -721.0792362704975 -721.0792362704975 JARDIN 15.45 M2. COCINA SOMBRILLAS 7 6 1 2 3 4 5 4 3 2 1 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 5 5 5 5 5 -721.0792362704975 5 5 5 5 5 Mezzaninne -721.0792362704975 -721.0792362704975 -721.0792362704975 VACIO -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 Segunda Planta MEZANINNE PISO CERAMICO 11 10 9 8 25 24 -721.0792362704975 -721.0792362704975 RECEPCIONES PISO CERAMICO INGRESO -721.0792362704975 20 PROYECCION DE ALERO 160.78 M2. 0.60 2.10 V-07 2.48 -721.0792362704975 -721.0792362704975 9.60 M2. 43.50 M2. 43.50 M2. 17 16 15 14 13 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 ESTAR PISO CERAMICO -721.0792362704975 Tercera Planta tÍpica 3er. y 4to.piso -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 CLOSET Baño PISO CERAMICO -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 0.90X2.10 CLOSET 0.60 2.10 V-07 2.48 0.60 2.10 V-07 2.48 0.60 2.10 V-07 2.48 0.60 2.10 V-07 2.48 0.60 2.10 V-07 2.48 Dormitorio PISO CERAMICO Dormitorio PISO CERAMICO Terraza PISO CERAMICO Terraza PISO CERAMICO 0.90X2.10 0.90X2.10 0.90X2.10 29 28 27 26 43 37 35 34 9 48 47 46 45 60 53 52 Dormitorio PISO CERAMICO Terraza PISO CERAMICO Dormitorio PISO CERAMICO Baño PISO CERAMICO 0.90X2.10 CLOSET Baño PISO CERAMICO Dormitorio PISO CERAMICO Dormitorio PISO CERAMICO 0.90X2.10 0.90X2.10 CLOSET Baño PISO CERAMICO CLOSET 0.90X2.10 CLOSET 0.90X2.10 CLOSET 0.90X2.10 0.90X2.10 CLOSET Dormitorio PISO CERAMICO Terraza PISO CERAMICO 0.90X2.10 Dormitorio PISO CERAMICO -721.0792362704975 Baño PISO CERAMICO Baño PISO CERAMICO Baño PISO CERAMICO Baño PISO CERAMICO 19 21 22 23 18 12 36 33 32 31 30 38 39 40 41 42 51 50 49 55 56 57 58 59 54 0.60 2.10 V-07 3.45 Damas Varones SALON DE Baño Baño MEZANINNE -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 JUNIN 09-10-11 HUANCAYO HUANCAYO 1:100 C.S.S.S. RAUL SANCHEZ Y RECEPCIONES Y ESPOSA PROYECTO : PROPIETARIO : UBICACION: PROVINCIA : DPTO : FECHA ESCALA : VºBº. : APROBADO : TURISTICO RESTAURANTE HOSPEDAJE ANTEPROYECTO ARQUITECTURA CARLOS SANTIVAÑEZ SAMANIEGO -ARQUITECTO- DISEÑO : PLANO DE : A-01 -721.0792362704975 -721.0792362704975 -721.0792362704975 -721.0792362704975 0.60 2.10 V-07 3.45 Terraza PISO CERAMICO Terraza PISO CERAMICO VACIO 0.60 2.10 V-07 3.45 0.60 2.10 V-07 3.45 Terraza PISO CERAMICO Terraza PISO CERAMICO JARDIN 15.45 M2. JARDIN 15.45 M2. URINARIO 8 9 10 11 12 13 14 15 16 17 18 7 6 8 9 7 6 5 4 3 2 1 Fachada Principal 1.60 1.20 V-07 1.20 -721.0792362704975 -721.0792362704975 HOTEL RESTAURANTE PERU GOURMET HALL -721.0792362704975 -721.0792362704975 HOTEL RESTAURANTE PERU GOURMET HALL Damas Varones Baño URINARIO 1,25 1,25 1,10 1,10 1,10 1,10 0,80 0,60 0,80 0,80 0,60 0,80 0,80 1,25 1,10 1,10 1,10 1,10 0,80 0,80 0,60 1,25 0,60 0,80 0,80 1,25 0,60 0,80 0,80 \A1;4.47 \A1;5.75 \A1;4.47 \A1;4.47 \A1;5.75 \A1;4.47 \A1;3.80 \A1;4.36 \A1;4.31 \A1;3.80 \A1;.97 \A1;1.00 1,25 1,10 1,10 1,10 1,10 0,80 0,80 0,60 1,25 1,10 1,10 1,10 1,10 0,80 \A1;3.80 \A1;4.36 \A1;4.31 \A1;3.80 \A1;.97 \A1;1.00 0,80 0,60 1,25 0,60 0,80 0,80 1,25 0,60 0,80 0,80 \A1;4.47 \A1;5.75 \A1;4.47 \A1;4.47 \A1;5.75 \A1;4.47 \A1;3.80 \A1;4.36 \A1;4.31 \A1;3.80 \A1;.97 \A1;1.00 1,25 1,10 1,10 1,10 1,10 0,80 0,80 0,60 1,25 1,10 1,10 1,10 1,10 0,80 \A1;3.80 \A1;4.36 \A1;4.31 \A1;3.80 \A1;.97 \A1;1.00 0,80 0,60 1,25 \A1;4.47 \A1;5.75 \A1;4.47 \A1;3.80 \A1;4.36 \A1;4.31 \A1;3.80 \A1;3.80 \A1;4.36 \A1;4.31 \A1;3.80 \A1;4.47 \A1;5.75 \A1;4.47 \A1;1.40 \A1;1.00 \A1;1.40 \A1;1.00 \A1;1.10 \A1;.80 \A1;1.10 \A1;.80 \A1;1.10 \A1;.80 \A1;1.10 \A1;.80 4,47 5,75 4,47 \A1;1.40 \A1;1.00 \A1;1.10 \A1;.80 \A1;1.10 \A1;.80 \A1;1.10 \A1;.80 4,47 5,75 4,47 \A1;1.40 \A1;1.00 \A1;1.10 \A1;.80 4,47 4,47 6,48 \A1;1.60 \A1;1.20 \A1;1.60 \A1;1.20 3,80 4,36 4,31 3,80 \A1;.90 \A1;.60 \A1;.90 \A1;.60 \A1;.90 \A1;.90 \A1;.60 \A1;.90 \A1;.60 \A1;.90 3,32 \A1;1.60 \A1;1.20 \A1;1.60 \A1;1.20 6,48 3,70 2,40 \A1;7.40 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.30 \A1;5.00 \A1;4.90 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.30 \A1;5.00 \A1;4.90 \A1;7.40 3,00 2,40 3,00 3,00 3,00 3,00 3,00 1,70 1,70 3,00 3,00 2,40 2,40 3,00 2,40 2,40 3,00 2,40 2,40 3,00 2,40 2,40 3,00 2,40 3,00 1,90 3,00 1,90 2,40 2,40 2,40 2,40 2,40 2,40 2,40 2,40 2,40 2,40 2,00 3,70 1,50 1,50 2,60 1,50 2,00 1,50 2,60 1,50 2,00 2,40 2,00 2,40 2,00 2,60 1,50 1,50 2,00 2,60 1,50 1,50 2,00 \A1;.50 \A1;.40 \A1;.50 \A1;e = 0.15 \A1;.15 \A1;.50 \A1;.50 \A1;e = 0.15 \A1;e = 0.15 \A1;e = 0.15 \A1;1.10 \A1;.50 \A1;.50 \A1;.30 \A1;.50 \A1;1.80 \A1;1.80 \A1;e = 0.15 \A1;1.15 \A1;.50 \A1;.45 1,25 0,60 0,60 1,25 \A1;4.47 \A1;.75 \A1;4.47 \A1;.75 \A1;3.28 1,68 4,80 2,40 2,40 \A1;.30 \A1;.30 \A1;.30 \A1;.20 \A1;.30 \A1;.45 \A1;.45 \A1;.45 \A1;.20 \A1;.30 \A1;.20 \A1;.30 \A1;.20 \A1;.30 \A1;.20 \A1;.30 \A1;.30 \A1;.45 \A1;1.60 \A1;1.20 \A1;1.60 \A1;1.30 \A1;1.60 \A1;1.30 \A1;1.60 \A1;1.20 3,80 4,36 4,31 3,80 \A1;4.47 \A1;.75 4,47 \A1;3.28 \A1;1.10 \A1;1.10 \A1;.80 \A1;.80 0,30 3,70 ALAMBRE N° 8 @ 0.80 5 5 5 \A1;d 1/4" @ 0.20 PARA TEMPERATURA 5 5 5 5 ESC : 1/10 5 5 5 5 5 DETALLE DE LOSA ALIGERADA e=0.20 m LADRILLO DE ARCILLA DETALLE DE BT-01 Y BT-02 bt-1 5 5 d 3/8, 3 @ 0.05, 6 @ 0.10, Rto. 0.15 C/EXTREMO 1 d 1/2" 1 d 1/2" bt-2 5 5 1 d 5/8" 1 d 5/8" d 3/8, 3 @ 0.05, 6 @ 0.10, Rto. 0.15 C/EXTREMO ESC : 1/10 ESC : 1/10 5 A B ESCALA 1:25 VP.101-201-301-401-501 (.25X.40) EJE 1, 2, 3, 4 Y 5. \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 5 5 5 2Ø5/8" 2Ø5/8" a a´ a a´ b b´ b b´ c c´ 5 2Ø5/8" 2Ø5/8" 2Ø5/8" 2 5 1 5 5 VA.101 (.25X.30) EJE A Y B. ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ d d´ d d´ e e´ e e´ 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø1/2" 5 5 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ f f´ f f´ e e´ e e´ e e´ e e´ e e´ e e´ d d´ d d´ d d´ d d´ d d´ d d´ 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2 5 1 5 5 VA.201-301 (.25X.30) EJE A Y B. ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ d d´ d d´ e e´ e e´ 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø1/2" 5 5 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ f f´ f f´ e e´ e e´ e e´ e e´ e e´ e e´ d d´ d d´ d d´ d d´ d d´ d d´ 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" g g´ DOBLE VIGUETA \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 2Ø5/8" 2Ø1/2" 2 5 1 5 5 VA.401 (.25X.30) EJE A Y B. ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ d d´ d d´ e e´ e e´ 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø1/2" 5 5 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ f f´ f f´ e e´ e e´ e e´ e e´ e e´ e e´ d d´ d d´ d d´ d d´ d d´ d d´ 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" g g´ DOBLE VIGUETA \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 2Ø5/8" 2Ø1/2" 5 5 2 VA.501 (.25X.30) EJE A Y B. ESCALA 1:25 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2 2 5 5 5 5 5 5 5 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ f f´ e e´ e e´ e e´ e e´ d d´ d d´ d d´ d d´ 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" g g´ DOBLE VIGUETA \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 2Ø5/8" 2Ø1/2" SECCIONES DE CIMIENTOS ESPECIFICACIONES TECNICAS CIMIENTOS CORRIDOS : CONCRETO CICLOPEO 1:10 ACERO REFUERZO : fy = 4200 Kg/cm2 CONCRETO : f'c = 210Kg/cm2 (CEMENTO-HORMIGON MAS 30% PG (6"max.) (CEMENTO-HORMIGON MAS 25% PG (3"max.) SOBRECIMIENTOS : CONCRETO CICLOPEO 1:8 ANCLAJE 0.60 S/C : INDICADA EN LOS PLANOS DE ALIGERADOS LONGITUDES MINIMAS DE ANCLAJE Y TRASLAPE DE ARMADURAS REGLAMENTO NACIONAL DE CONSTRUCCIONES NORMAS DE DISEÑO SISMO RESISTENTE NORMAS TECNICAS DE EDIFICACION E-020, E-030, E-050, E-060, E070 ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION : CARACTERISTICAS DE LA ALBAÑILERIA CONFINADA : 13 1) - TODAS LAS ZAPATAS TIENEN h = 0.80 ; CONCRETO f'c = 210 Kg/m2. 2) - EL NIVEL DE CIMENTACION SERA = 1.60; SALVO ESTE INDICADO EN PLANTA. 3) - PARA EL TRAZO DE CIMENTACION VER LOS PLANOS DE ARQUITECTURA. NOTA : CIMENTACION : ESPESOR DE JUNTAS DE MORTERO MORTERO P1-C OBSERVACIONES : 0.70 3/4" CAPACIDAD PORTANTE : 1.80 Kg/cm2 (VERIFICAR EN OBRA) TERRENO 0.45 1/4" Ø 0.50 0.45 1/2" 5/8" 3/8" SOBRECARGAS : AZOTEA ESCALERA RESTO RECUBRIMIENTOS ESCALERAS Y ALIGERADOS VIGAS PERALTADAS Y COLUMNAS ZAPATAS VIGAS CHATAS CONCRETO CICLOPEO CONCRETO ARMADO 24 9 : 1:1:4 (CEMENTO : CAL NORMALIZADA : ARENA ) : e min: =0.9 Cm : e max : =1.5 Cm ESTRIBOS (Z) 0.80 0.10 0.15 TRASLAPES 0.60 0.75 0.55 0.55 45° Z : 200 Kg / m2 : 300 Kg / m2 : 250 Kg / m2 : 2 Cm : 7.5 Cm : 4 Cm : 2.5 Cm SE REALIZARA CON LADRILLOS DE ARCILLA K-K 18 HUECOS HECHO EN FABRICA - PROCESO CONSTRUCTIVO: LOS MUROS DE ALBAÑILERIA SE CONSTRUIRAN SEGUN LOS DETALLES INDICADOS EN LAS LAMINAS CORRESPONDIENTES - SE CONTRUYEN DESPUES DE VACIAR LOS TECHOS VIGAS Y COLUMNAS CIMENTACION PROPUESTA. CON CONCRETO f´c=100 kg/cm2 DEBE CALZAR HASTA NIVEL DE FONDO DE PROPUESTA CON PROPIEDAD DE TERCEROS, SE EN LAS ZONAS DONDE COLINDA LA CIMENTACION NOTA: \fArial|b1|i0|c0|p34;CUADRO DE COLUMNAS DIMENSION C - 1 d TIPO DETALLE \fArial|b1|i0|c0|p34;CUADRO DE ZAPATAS \fComic Sans MS|b0|i0|c0|p66;Z - 2 \fComic Sans MS|b0|i0|c0|p66;Z - 1 2.40 X2.40 1.50 x 3.60 \fComic Sans MS|b0|i0|c0|p66;TIPO \fComic Sans MS|b0|i0|c0|p66;AxB \fComic Sans MS|b0|i0|c0|p66;dA \fComic Sans MS|b0|i0|c0|p66;dB \fComic Sans MS|b0|i0|c0|p66;h \fComic Sans MS|b0|i0|c0|p66;H Z - 3 0.30x 0.50 4d3/4" 4d5/8" \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 0.80 1.60 0.80 1.60 0.80 1.60 d5/8"@.0.175 2 ZAPATA LATERAL B A SOLADO DE CONCRETO ZAPATA EXCENTRICA ESCALA 1:25 N.P.T. ± 0.00 5 5 5 \A1;VER CUADRO \A1;h \A1;H 5 5 5 \A1;VARIABLE \A1;VER CUADRO \A1;DE COLUMNAS ZAPATA CENTRAL B A 5 VARIABLE VARIABLE NTN=0.00 NPT=+0.15 NPT=+0.15 TERRENO COMPACTADO VAR. 5 5 VARIABLE NTN=0.00 NPT=+0.15 NPT=+0.15 TERRENO COMPACTADO 5 VARIABLE VARIABLE VARIABLE VIGA DE CIMENTACION 02 - 0.25 X 0.40 ESCALA 1:25 2d5/8" C - 2 4d3/4" 4d5/8" \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 1 2d5/8" C - 3 \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 1 5 5 CORTE A-A 4d5/8" 2d5/8" 5 5 CORTE B-B 4d5/8" ESCALA 1:25 ESCALA 1:20 5 5 CORTE C-C 2d5/8" 4d5/8" 4d5/8" .30 5 CORTE D-D 2d5/8" 2d5/8" .30 5 CORTE E-E .30 5 CORTE F-F 2d5/8" CORTE G-G CASO 1 CON VIGA Y ALIGERADO REFUERZO - COLUMNA CON 5 A 0.10 5 A 0.10 0.05 0.05 5 A 0.10 0.05 0.05 5 A 0.10 VIGA CASO 2 0.20 0.60 0.20 CASO 3 0.20 H L/4 L/4 L/4 L/3 m m L/3 L/4 L/3 LOSAS Y ALIGERADOS EMPALMES TRASLAPADOS PARA VIGAS, 0.40 0.40 0.50 3/8" 1/2" 5/8" 0.40 0.40 0.45 0.50 0.45 0.60 INFERIOR REFUERZO h CUALQUIERA VALORES DE m ø DE 0.30 h MENOR SUPERIOR DE 0.30 h MAYOR REFUERZO NOTA: B- EN CASO DE NO EMPALMARSE EN LAS ZONAS C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o INDICADAS O LOS PORCENTAJES ESPECIFICADOS INFERIOR SE EMPALMARA SOBRE LOS APOYOS, SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y CONSULTAR AL PROYECTISTA. 35cm. PARA ø1/2" Y 5/8". A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION ESPECIFICACIONES TECNICAS fc = 210 kg/cm2 fc = 210 kg/cm2 fy = 4200 kg/cm2 LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). 300 kg/m2 SOBRECARGA: ACERO CONCRETO - VIGAS CONCRETO ARMADO: CONCRETO - COLUMNAS CIMENTACION- 7.5 cm COLUMNA d 1/2" = 50 cm TRASLAPE d 5/8" = 60 cm LOSAS Y ESCALERA- 3.00 cm RECUBRIMIENTO DEL ACERO d 3/8" = 40 cm 250 kg/m2 250 kg/m2 ALIGERADOS ESCALERA PASADIZOS DETALLE DE DINTEL EN CASO A USARSE X X b = Ancho del Muro d3/8" b CORTE X - X .15 d3/8" .25 L < 1.20 .25 d3/8" DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS dDE COLUMNA,PLACA O VIGA ESPECIFICADO a ESPECIFICADO 45° 45° r 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) 2d1/2" 2d5/8" 2d1/2" 2d5/8" 2d1/2" 2d5/8" 2d1/2" 2d1/2" 5 2d5/8" 2d1/2" 5 SOLADO DE CONCRETO ZAPATA CENTRICA ESCALA 1:25 N.P.T. ± 0.00 5 5 5 \A1;VER CUADRO \A1;h \A1;H 5 5 SOLADO DE CONCRETO ZAPATA EXCENTRICA ESCALA 1:25 N.P.T. ± 0.00 5 5 5 \A1;VER CUADRO \A1;h \A1;H 5 5 5 5 5 \A1;VARIABLE \A1;VARIABLE \A1;VER CUADRO \A1;DE COLUMNAS \A1;VER CUADRO \A1;DE ZAPATAS ESCALA 1:20 ESCALA 1:20 ESCALA 1:20 ESCALA 1:20 ESCALA 1:20 DE COLUMNAS S/2 UNIONES TIPICAS DE VIGAS CON COLUMNAS (INTERMEDIO) S/2 SEGUN CUADRO SIN ESCALA .10 .10 .10 S/2 .10 .10 .05 DE COLUMNAS SEGUN CUADRO DE COLUMNAS S S S S S S SEGUN CUADRO SEGUN CUADRO d 3/8" @ 0.10 .10 .10 .05 .10 .10 .10 S/2 DE COLUMNAS .10 .10 .10 .05 .10 H/3 DE COLUMNAS SEGUN CUADRO LONGITUD DE TRASLAPE Ø3/8" @ 0.15 S S H/3 DE COLUMNAS .10 .10 S H/3 SEGUN CUADRO .05 .10 .10 d 3/8" @ 0.10 0.40 (TIP.) SEGUN CUADRO UNIONES TIPICAS DE VIGAS CON COLUMNAS (ESQUINA) SIN ESCALA S DE COLUMNAS SEGUN CUADRO DE COLUMNAS RESTO "S" .10 .10 S S .10 .10 .05 d 3/8" @ 0.10 0.40 (TIP.) Viga \fArial Black|b0|i0|c0|p34;\LDET. ESCALERA ESCALA : 1/25 +0.15 5 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 5 5 5 5 losa 5 5 5 e = 0.15 d 1/2" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 d 3/8" @ 0.20 \fArial Black|b0|i0|c0|p34;\LDET. ESCALERA ESCALA : 1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 02 03 04 05 11 12 13 14 15 16 17 01 07 09 10 01 06 08 TRAMO 1 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 5 5 5 5 1 2 3 ESCALA 1:25 d3/8"@.25 d3/8"@.25 d3/8"@.25 5 5 5 5 d3/8"@.25 TRAMO 2 ESCALA 1:25 d3/8"@.25 5 5 d3/8"@.25 d3/8"@.25 5 5 TRAMO 3 d3/8"@.25 5 5 5 ESCALA 1:25 d 1/2" @ 0.25 d 3/8" @ 0.20 Ø 3/8" @.20 5 5 5 5 ESCALERA 1º TRAMO ESCALA 1:25 5 Ø 3/8" @.20 Ø 3/8" @.20 5 5 ESCALERA 1º TRAMO ESCALA 1:25 5 Ø 3/8" @.20 5 Viga V-V losa d 1/2" @ 0.25 d 1/2" @ 0.25 Ø 3/8" @.20 Ø 3/8" @.20 5 5 5 5 ESCALERA 1º TRAMO ESCALA 1:25 5 Ø 3/8" @.20 Ø 3/8" @.20 5 5 5 5 5 5 e = .15 d3/8"@.25 d3/8"@.20 d3/8"@.20 d3/8"@.25 5 5 d3/8"@.25 2º Y 4º TRAMO 5 e = 0.15 d 3/8" @ 0.20 d 3/8" @ 0.20 d 1/2" @ 0.25 \A1;VER CUADRO \A1;DE ZAPATAS \A1;VER CUADRO \A1;DE ZAPATAS 5 5 2d1/2" 2d1/2" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos V.V. 101-302-402-502 (.25X.20) ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos V.V. 102 (.25X.20) ESCALA 1:25 5 2d1/2" 2d1/2" 5 5 5 3d1/2" 3d1/2" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos VA. 103 (.25X.25) ESCALA 1:25 5 5 3d1/2" 3d1/2" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos V.V. 101-201-301-40 (.25X.20) ESCALA 1:25 S/C = 300 Kg/cm2 S/C = 300 Kg/cm2 VA. 103 (.25X.25) VER ELEVACION ESCALA 1:25 DETALLE TAPASOL 5 5 5 5 5 Ø 3/8" @.20 Ø 3/8" @.20 d 1/2" @ 0.25 5 CORTE 1-1 CORTE 2-2 ESCALA 1:25 CORTE 3-3 ESCALA 1:25 5 5 5 5 NPT NPT 5 5 5 5 5 5 5 5 ESCALA 1:25 d1/4", 3@.05,3@.10, 1@.15, Rto. @.20 C/ E d1/4", 3@.05,3@.10, 1@.15, Rto. @.20 C/ E 4d1/2" SECCIONES DE CIMIENTOS 5 5 5 NPT NPT 4d1/2" 1.50 x 2.60 d5/8"@.0.175 d5/8"@.0.175 d5/8"@.0.175 d5/8"@.0.175 d5/8"@.0.175 \fArial|b1|i0|c0|p34;CUADRO DE COLUMNAS DIMENSION C - 1 d 0.30x 0.60 \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 TIPO DETALLE C - 2 2Ø5/8" 0.15x 0.30 2d1/2" 2d1/2" 4d1/2" \A1;d 1/4 "1@0.05,3@0.10,\H0.9997x;3@0.15,Resto@0.20 1 2 2Ø3/4" 2Ø5/8" 2Ø3/4" 4d3/4" 4d5/8" VIGA DE CIMENTACION 01 - 0.30 X 0.45 CORTE 2-2 ESCALA 1:25 CORTE 3-3 5 5 ESCALA 1:25 5 NPT e = 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Viga Viga 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESCALA 1:25 VP.101-201-301-401-501 (.30X.60) EJE 1, 2, 3, 4, 5, 6 Y 7. \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 4\fArial|b0|i0|c186|p34;@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø3/4" 2Ø3/4" 3Ø5/8" 5 A B 5 5 5 5 2Ø3/4" 2Ø3/4" 2Ø3/4" 2Ø3/4" 3Ø5/8" 3Ø5/8" a a´ a a´ b b´ b b´ c c´ 2Ø3/4" 2Ø3/4" 2 5 1 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ d d´ d d´ e e´ e e´ 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø1/2" 5 5 2 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos f f´ f f´ f f´ e e´ e e´ e e´ e e´ e e´ e e´ d d´ d d´ d d´ d d´ d d´ d d´ 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" g g´ DOBLE VIGUETA \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 2Ø5/8" 2Ø1/2" 5 C - c 4d3/4" + 4d5/8" 2d3/4"+1d5/8" 2d3/4"+1d5/8" 2d3/4"+1d5/8" 0.30x 0.50 C - 4 0.30x 0.50 \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 1 0.30x 0.50 \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 1 1 0.25x 0.25 R=0.17 4d3/4" 4d5/8" 1d1/2" 2d5/8"+1d1/2 2d5/8"+1d1/2" 2d5/8" 2d5/8"+1d1/2 2d5/8"+1d1/2" 4d5/8" 4d1/2" 2d3/4"+1d5/8" 6d5/8" 2d1/2" Z - 4 0.80 1.60 2.40 x 2.00 d5/8"@.0.175 d5/8"@.0.175 Z - 5 0.80 1.60 1.50 x 2.00 d5/8"@.0.175 d5/8"@.0.175 5 5 NPT 5 5 5 NPT 5 CORTE 1-1 5 NPT 5 ESCALA 1:25 5 5 ZAPATA EXCENTRICA B A \A1;VER CUADRO \A1;DE ZAPATAS CIMENTACION SALON DE USO MULTIPLE SSHH DAMAS SSHH VARONES SALON GRAN HALL PISO CERAMICO BARRA COCINA HALL PISO CERAMICO Ø5/8" a 0.175 Ø5/8" a 0.175 C - 1 Z - 1 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 1 Z - 1 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 1 Z - 1 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 1 Z - 1 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 1 Z - 1 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 1 Z - 1 Ø5/8" a 0.175 Ø5/8" a 0.175 PL -1 Z - 2 Ø5/8" a 0.175 Ø5/8" a 0.175 PL -1 Z - 2 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 3 Z - 3 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 3 Z - 3 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 3 Z - 3 Ø5/8" a 0.175 Ø5/8" a 0.175 C - 3 Z - 3 Ø5/8" a 0.175 Z - 4 Ø5/8" a 0.175 C - 4 Ø5/8" a 0.175 Z - 4 Ø5/8" a 0.175 C - 4 Ø5/8" a 0.175 Z - 4 Ø5/8" a 0.175 Ø5/8" a 0.175 Z - 4 Ø5/8" a 0.175 C - 4 C - 4 Ø5/8" a 0.175 Ø5/8" a 0.175 Z - 5 C - 5 Ø5/8" a 0.175 Ø5/8" a 0.175 Z - 5 C - 5 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Z - 5 Ø5/8" a 0.175 Ø5/8" a 0.175 Z - 5 C - 5 C - 5 \W5.64399; CIMENTACION \W9.40590; DE \W6.69161; ESCALERA CIMENTACION DE ESCALERA DE USO MULTIPLE Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 C-2 Ø5/8" a 0.15 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 3 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 3 Ø5/8" a 0.15 C-4 Ø5/8" a 0.15 Z - 3 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 3 Ø5/8" a 0.15 C-1 Z - 3 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 3 Ø5/8" a 0.15 C-4 Ø5/8" a 0.15 Ø5/8" a 0.15 Z - 3 Ø5/8" a 0.15 C-4 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 3 C-4 Ø5/8" a 0.15 Ø5/8" a 0.15 Z - 3 C-4 Ø5/8" a 0.15 Ø5/8" a 0.15 Z - 3 C-4 Ø5/8" a 0.15 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 Ø5/8" a 0.15 Ø5/8" a 0.15 C-2 Z - 1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-1 Ø5/8" a 0.15 Z - 1 Ø5/8" a 0.15 C-2 LOSA ALIGERADA MEZANINE V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V . P . 1 0 2 ( . 3 0 X . 4 5 ) VACIO DUCTO INTEGRACION A DOBLE ALTURA V.A. 102 (.30X.20) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.CH.101(.30X.20) V.CH.101(.30X.20) V.CH. 101 (.30X.20) V.CH. 101 (.30X.20) V.CH. 101 (.30X.20) V.CH.102(.25X.20) V.CH.102(.25X.20) 5 5 5 A B C D 5 5 5 A B C D 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 1 2 3 4 5 VACIO DUCTO DE ESCALERA VACIO DUCTO DE ESCALERA ESC 1/50 e = 0.20 m Fc = 210 Kg/cm2 Fy = 4200 Kg/cm2 S/C = 400 Kg/cm2 LOSA ALIGERADA 5 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 5 5 Primera Planta 5 5 5 5 JARDIN 15.45 M2. 5 5 5 5 SALON DE USO MULTIPLE SSHH DAMAS SSHH VARONES BARRA SALON DE USO MULTIPLE HALL PISO CERAMICO BARRA PASADIZO PROYECCION DE ALERO JUNIN 09-10-11 HUANCAYO HUANCAYO 1:100 C.S.S.S. RAMOS PALOMINO RECEPCIONES Y BLANCA ISABEL PROYECTO : PROPIETARIO : UBICACION: PROVINCIA : DPTO : FECHA ESCALA : VºBº. : APROBADO : TURISTICO RESTAURANTE HOSPEDAJE ANTEPROYECTO ARQUITECTURA CARLOS SANTIVAÑEZ SAMANIEGO -ARQUITECTO- DISEÑO : PLANO DE : A-01 COCINA 5 5 5 5 5 \W8.52381; \W8.52381; SALON PISO CERAMICO 9.60 M2. 43.50 M2. HALL PISO CERAMICO 5 5 JARDIN 15.45 M2. COCINA SOMBRILLAS 7 6 1 2 3 4 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Mezzaninne 5 5 5 VACIO 5 5 5 5 5 5 5 Segunda Planta MEZANINNE PISO CERAMICO 11 10 9 8 25 24 5 5 RECEPCIONES PISO CERAMICO INGRESO 5 20 PROYECCION DE ALERO 160.78 M2. 0.60 2.10 V-07 2.48 5 5 9.60 M2. 43.50 M2. 43.50 M2. 17 16 15 14 13 5 5 5 5 5 5 5 5 ESTAR PISO CERAMICO 5 Tercera Planta tÍpica 3er. y 4to.piso 5 5 5 5 CLOSET Baño PISO CERAMICO 5 5 5 5 0.90X2.10 CLOSET 0.60 2.10 V-07 2.48 0.60 2.10 V-07 2.48 0.60 2.10 V-07 2.48 0.60 2.10 V-07 2.48 0.60 2.10 V-07 2.48 Dormitorio PISO CERAMICO Dormitorio PISO CERAMICO Terraza PISO CERAMICO Terraza PISO CERAMICO 0.90X2.10 0.90X2.10 0.90X2.10 29 28 27 26 43 37 35 34 9 48 47 46 45 60 53 52 Dormitorio PISO CERAMICO Terraza PISO CERAMICO Dormitorio PISO CERAMICO Baño PISO CERAMICO 0.90X2.10 CLOSET Baño PISO CERAMICO Dormitorio PISO CERAMICO Dormitorio PISO CERAMICO 0.90X2.10 0.90X2.10 CLOSET Baño PISO CERAMICO CLOSET 0.90X2.10 CLOSET 0.90X2.10 CLOSET 0.90X2.10 0.90X2.10 CLOSET Dormitorio PISO CERAMICO Terraza PISO CERAMICO 0.90X2.10 Dormitorio PISO CERAMICO 5 Baño PISO CERAMICO Baño PISO CERAMICO Baño PISO CERAMICO Baño PISO CERAMICO 19 21 22 23 18 12 36 33 32 31 30 38 39 40 41 42 51 50 49 55 56 57 58 59 54 0.60 2.10 V-07 3.45 Damas Varones SALON DE Baño Baño MEZANINNE 5 5 5 5 5 5 5 5 5 0.60 2.10 V-07 3.45 Terraza PISO CERAMICO Terraza PISO CERAMICO VACIO 0.60 2.10 V-07 3.45 0.60 2.10 V-07 3.45 Terraza PISO CERAMICO Terraza PISO CERAMICO JARDIN 15.45 M2. JARDIN 15.45 M2. URINARIO 8 9 10 11 12 13 14 15 16 17 18 7 6 8 9 7 6 5 4 3 2 1 Fachada Principal 1.60 1.20 V-07 1.20 5 5 HOTEL RESTAURANTE PERU GOURMET HALL 5 5 HOTEL RESTAURANTE PERU GOURMET HALL Damas Varones Baño URINARIO V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) V.P. 101 (.30X.45) 5 5 V.A. 102 (.30X.20) V.A. 102 (.30X.20) V.A. 102 (.30X.20) V.A. 102 (.30X.20) V.A. 102 (.30X.20) V.A. 102 (.30X.20) V.A. 102 (.30X.20) 5 5 1 Ø 1/2" 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" V.CH. 101 (.30X.20) V.CH. V.CH. V.CH. V.CH. BT - 01 BT - 01 BT - 01 BT - 01 BT - 01 BT - 01 5 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 5 5 1 Ø 1/2" 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 3/8" 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" 1 Ø 1/2" 1 Ø 1/2" LOSA ALIGERADA 2º,3º Y 4ºPISO V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.A. 302 (.30X.20) V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.CH.302(.25X.20) 5 5 5 A B C D 5 5 5 A B C D 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 1 2 3 4 5 VACIO DUCTO DE ESCALERA ESC 1/50 e = 0.20 m Fc = 210 Kg/cm2 Fy = 4200 Kg/cm2 S/C = 400 Kg/cm2 LOSA ALIGERADA 5 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.P. 301 (.30X.45) V.P. 301 (.30X.45) 5 5 V.A. 302 (.30X.20) V.A. 302 (.30X.20) V.A.302 (.30X.20) V.A. 302 (.30X.20) V.A. 302 (.30X.20) V.A. 302 (.30X.20) V.A.302 (.30X.20) 5 5 1 Ø 1/2" 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" V.CH. V.CH. V.CH. V.CH. BT - 01 BT - 01 BT - 01 BT - 01 BT - 01 BT - 01 5 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 5 5 1 Ø 1/2" 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" LOSA ALIGERADA 1º PISO V.P. 201 (.30X.45) V.P. 201 (.30X.45) V.P. 201 (.30X.45) V.P. 201 (.30X.45) V.P. 201 (.30X.45) V.P. 201 (.30X.45) V . P . 2 0 2 ( . 3 0 X . 4 5 ) VACIO DUCTO INTEGRACION A DOBLE ALTURA V.A. 202 (.30X.20) V.P. 201 (.30X.45) V.P.201 (.30X.45) V.P. 201 (.30X.45) V.P.201 (.30X.45) V.CH.201(.30X.20) V.CH.201(.30X.20) V.CH. 201 (.30X.20) V.CH. 201 (.30X.20) V.CH. 201 (.30X.20) V.CH.202(.25X.20) 5 5 5 A B C D 5 5 5 A B C D 5 5 5 5 5 5 1 2 3 4 5 5 5 5 5 5 5 1 2 3 4 5 VACIO DUCTO DE ESCALERA ESC 1/50 e = 0.20 m Fc = 210 Kg/cm2 Fy = 4200 Kg/cm2 S/C = 400 Kg/cm2 LOSA ALIGERADA 5 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" V.P. 101 (.30X.45) V.P. 201 (.30X.45) V.P. 201 (.30X.45) V.P. 201 (.30X.45) 5 5 V.A. 202 (.30X.20) V.A. 202 (.30X.20) V.A.202 (.30X.20) V.A. 202 (.30X.20) V.A. 202 (.30X.20) V.A. 202 (.30X.20) V.A. 202 (.30X.20) 5 5 1 Ø 1/2" 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 1 Ø 1/2" V.CH. 201 (.30X.20) V.CH. V.CH. V.CH. V.CH. BT - 01 BT - 01 BT - 01 BT - 01 BT - 01 BT - 01 5 5 1 Ø 3/8" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 3/8" 5 5 5 5 1 Ø 1/2" 5 5 5 5 5 5 1 Ø 1/2" 1 Ø 3/8" 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" 1 Ø 1/2" 1 Ø 1/2" V.CH.301(.30X.20) V.CH.302(.25X.20) V.CH.301(.30X.20) VACIO DUCTO DE ESCALERA 5 5 5 A B C D 5 5 5 5 1 2 3 4 5 5 5 5 5 1 2 3 4 5 5 5 5 A B C D ESC 1/50 5 5 5 5 5 5 5 5 5 5 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos VP.101,201,301,401,501 (.30X.45) EJE 5 Y 1 ESCALA 1:25 5 5 5 A B C D 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø1/2" 2Ø1/2" 2Ø1/2" e f e' f' e f e' f' e f e' f' e f e' f' g g' g g' g g' e f e' f' e f e' f' 5 5 5 5 5 5 5 5 5 5 5 5 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos VP.301,401,501 (.30X.45) EJE 3 ESCALA 1:25 5 5 5 A B C D 2Ø5/8" 2Ø5/8" 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø5/8" 2Ø5/8" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø1/2" 2Ø1/2" 2Ø1/2" e f e' f' e f e' f' e f e' f' e f e' f' g g' g g' g g' e f e' f' e f e' f' PLACA PLACA PLACA 5 C D 3Ø5/8" 3Ø5/8" i i' 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" VP.101 Y 201 (.30X.45) EJE 3 ESCALA 1:25 PLACA 5 B A 3Ø5/8" 3Ø5/8" i i' 2Ø1/2" 2Ø1/2" VP.101 Y 201 (.30X.45) EJE 3 ESCALA 1:25 5 5 5 5 5 3 5 VP.101 Y 201 (.30X.45) EJE B Y C ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø1/2" DOBLE VIGUETA \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 e f e' f' e f e' f' g g' h h´ 2Ø1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 DOBLE VIGUETA 2Ø1/2" 2Ø1/2" VA.101,201,301,401,501 (.30X.20) EJE A Y D ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 PLACA DOBLE VIGUETA 2Ø1/2" 2Ø1/2" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 1 2 3 4 5 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" a a´ a a´ a a´ a a´ a a´ a a´ a a´ b b´ b b´ d d´ d d´ b b´ b b´ c c´ c c´ a a´ \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 VP. 101 VCH.102,202,302,402,502 (.25X.20) ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 VP. 101 5 d d´ d d´ 5 5 5 5 5 3 1 VP.101 Y 201 (.30X.45) EJE B Y C ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos 2Ø5/8" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø5/8" 2Ø1/2" DOBLE VIGUETA \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 e f e' f' e f e' f' f f' h h´ 2Ø1/2" V.P. V.P. \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 5 VA.102 (.30X.20) EJE 2' ESCALA 1:25 A B 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" d d´ d d´ 5 8 9 7 6 5 4 3 2 1 S.H.D NPT + 0.15 PRINCIPAL NPT + 0.15 GRAN SALON NPT + 0.15 CORREDOR NPT + 0.15 CORREDOR NPT + 0.15 CORREDOR NPT + 0.15 CORREDOR NPT + 0.15 HALL NPT + 0.15 S.H.V NPT + 0.15 DEPOSITO NPT + 0.15 PISO CERÁMICO VESTIBULO CIMENTACION ESC 1/50 C - 1 C - 2 VC2 - (0.25X0.40) CIMENTACION DE ESCALERA VC1 - (0.30X0.45) VC1 - (0.30X0.45) VC1 - (0.30X0.45) VC1 - (0.30X0.45) VC1 - (0.30X0.45) VC1 - (0.30X0.45) VC1 - (0.30X0.45) JUNTA DE DILATACION 1" CAP.=3.00m3 CISTERNA A 5 B 5 5 5 5 5 5 7 6 5 4 3 2 1 5 5 5 5 5 5 7 6 5 4 3 2 1 A 5 B JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" JUNTA DE DILATACION 1" Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 Ø5/8" a 0.175 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) VC2 - (0.25X0.40) 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 3' 3 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 2' 2 2' 2 2' 2 2' 2 2' 2 2' 2 2' 2 2' 2 2' 2 4' 4 4' 4 4' 4 4' 4 4' 4 4' 4 C - 1 C - 1 C - 1 C - 1 C - 1 C - 1 C - 1 C - 1 C - 1 C - 1 C - 1 C - 1 C - 1 C - 2 C - 2 C - 2 C - 2 C - 2 C - 2 Z - 2 Z - 2 Z - 1 Z - 1 Z - 1 Z - 1 Z - 1 Z - 1 Z - 1 Z - 1 Z - 1 Z - 1 Z - 3 Z - 3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 1' 1 3' 3 11 10 9 8 25 24 12 5 5 d 3/8" @ 0.20 d 1/2" @ 0.25 5 VP-102 losa PLACA e = 0.15 5 5 5 d 3/8" @ 0.20 e = 0.15 d 1/2" @ 0.25 LOSA ARMADA LOSA ARMADA d 3/8" @ 0.20 e = 0.15 d 3/8" @ 0.20 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 \fArial Black|b0|i0|c0|p34;\LDET. ESCALERA ESCALA : 1/25 S/C = 300 Kg/cm2 \fArial Black|b0|i0|c0|p34;\LDET. ESCALERA ESCALA : 1/25 S/C = 300 Kg/cm2 \fArial Black|b0|i0|c0|p34;\LDET. ESCALERA ESCALA : 1/25 S/C = 300 Kg/cm2 +0.15 5 5 5 .30 5 1º TRAMO d 3/8" @ 0.20 e = 0.15 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.20 \fArial Black|b0|i0|c0|p34;\LDET. ESCALERA ESCALA : 1/25 S/C = 300 Kg/cm2 VP-102 losa 5 +0.15 5 e = 0.15 d 1/2" @ 0.25 d 1/2" @ 0.25 d 1/2" @ 0.25 d 3/8" @ 0.20 VP-101 d 3/8" @ 0.20 Ø 3/8" @.20 d3/8"@.25 1.15 5 \fArial Black|b0|i0|c0|p34;\LDET. ESCALERA 2 ESCALA : 1/25 S/C = 300 Kg/cm2 d 3/8" @ 0.20 d 1/2" @ 0.25 5 5 1 Ø 1/2" 1 Ø 1/2" 5 5 5 1 Ø 3/8" 1 Ø 1/2" V.P. 301 (.30X.45) V.P. 301 (.30X.45) A C C B A B A B C D V.CH. - 601 (.30X.20) V.CH. - 601 (.30X.20) V.CH. (.30X.20) V.CH. (.30X.20) 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 5 5 5 A B A B V.P. 301 (.30X.45) V.P. 301 (.30X.45) A e = 0.20 m Fc = 210 Kg/cm2 Fy = 4200 Kg/cm2 S/C = 250 Kg/cm2 LOSA ALIGERADA TECHO DE ESCALERA ESC 1/50 5 5 V.CH.301,401 Y 501 (.30X.45) ENTRE B Y C ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 Ambos Sentidos V.P. V.P. 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" d d´ d d´ d d´ d d´ 2' 2 2' 2 3' 3 3' 3 3' 3 3' 3 5 5 3' 3 3' 3 3' 3 5 5 2 d 1/2" CORTE f-f´ ESCALA 1:25 2d5/8" 5 5 2 d 1/2" CORTE e-e´ ESCALA 1:25 2d5/8" 5 5 2 d 1/2" CORTE g-g´ ESCALA 1:25 2d1/2" 5 CORTE h-h´ ESCALA 1:25 2d5/8"+2d1/2" 5 4d1/2" 5 CORTE c-c´ ESCALA 1:25 2d1/2" 5 4d1/2" 5 CORTE b-b´ ESCALA 1:25 4d1/2" 5 2d1/2" 5 CORTE a-a´ ESCALA 1:25 5 4d1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2d1/2" 5 CORTE d-d´ ESCALA 1:25 2d1/2" 5 2d5/8"+2d1/2" 2d5/8"+2d1/2" 2d5/8"+2d1/2" 2d5/8"+2d1/2" 3Ø5/8" 3Ø5/8" 3Ø5/8" 3Ø5/8" 3d5/8" 5 5 2 d 1/2" CORTE i-i´ ESCALA 1:25 3d5/8" 5 5 5 5 DOBLE VIGUETA 2Ø1/2" 2Ø1/2" VA.301,401 y 501 (.30X.20) EJE B Y C ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 DOBLE VIGUETA 2Ø1/2" 2Ø1/2" \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" a a´ a a´ a a´ a a´ a a´ b b´ b b´ b b´ b b´ c c´ c c´ a a´ \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 5 5 2Ø1/2" 2Ø1/2" 5 5 5 5 5 5 1 2 3 4 5 SECCION DE VIGAS V.CH. - 601 (.30X.20) V.CH. - 601 (.30X.20) V.CH. (.30X.20) V.CH. (.30X.20) 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 1 Ø 1/2" 5 5 5 5 A B A B A e = 0.20 m Fc = 210 Kg/cm2 Fy = 4200 Kg/cm2 S/C = 250 Kg/cm2 LOSA ALIGERADA DOBLE VIGUETA a a´ 5 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 2Ø1/2" 5 5 5 2Ø1/2" VCH.601 (.30X.20) ESCALA 1:25 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 a a´ b b´ b b´ c c´ \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 \U+00D8 3/8", 5@ 0.05, 3@ 0.10, 2@ 0.15 y Resto @ 0.20 i i' i i' i i' i i' \fArial|b1|i0|c0|p34;CUADRO DE COLUMNAS DIMENSION d TIPO DETALLE \fArial|b1|i0|c0|p34;CUADRO DE ZAPATAS \fComic Sans MS|b0|i0|c0|p66;Z - 2 \fComic Sans MS|b0|i0|c0|p66;Z - 1 2.40 X2.40 1.50 x 3.60 \fComic Sans MS|b0|i0|c0|p66;TIPO \fComic Sans MS|b0|i0|c0|p66;AxB \fComic Sans MS|b0|i0|c0|p66;dA \fComic Sans MS|b0|i0|c0|p66;dB \fComic Sans MS|b0|i0|c0|p66;h \fComic Sans MS|b0|i0|c0|p66;H Z - 3 0.80 1.60 0.80 1.60 0.80 1.60 d5/8"@.0.175 C - 3 \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 1.50 x 2.60 d5/8"@.0.175 d5/8"@.0.175 d5/8"@.0.175 d5/8"@.0.175 d5/8"@.0.175 C - 1 4d3/4" + 4d5/8" 0.30x 0.40 \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 1 1 0.30x 0.30 R=0.25 4d1/2" 4d5/8" 2d5/8" 2d5/8"+1d1/2 2d5/8"+1d1/2" 6d1/2" 2d2/8" Z - 4 0.80 1.60 2.40 x 2.00 d5/8"@.0.175 d5/8"@.0.175 Z - 5 0.80 1.60 1.50 x 2.00 d5/8"@.0.175 d5/8"@.0.175 PL -1 \A1;d 1/2@0.25 \A1;d 1/2@0.25 \A1;d 1/2@0.25 5 5 C - 4 4d3/4" + 4d5/8" \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 1 R=0.20 4d1/2" 4d5/8" C - 3 6d1/2" \A1;d \S3/8;\H1.429x; "1@0.05,3@0.10,\H0.9997x;3@0.15,\H1x;Resto@0.20 6d1/2" PROYECTO \W6.23316; PLANO REVISADO: PLANO: Fecha: Escala: \W5.15464; INDICADA. E1 PROPIETARIO: UBICACION: ESTRUCTURAS CIMENTACION PROYECTO \W6.23316; PLANO PLANO: Fecha: Escala: \W5.15464; INDICADA. E4 PROPIETARIO: UBICACION: REVISADO: \W9.59575; JUNIO 2011 \W9.59575; JUNIO 2011 E2 ESTRUCTURAS ALIGERADO PROYECTO \W6.23316; PLANO REVISADO: PLANO: Fecha: Escala: \W5.15464; INDICADA. PROPIETARIO: UBICACION: \W9.59575; JUNIO 2011 E3 ESTRUCTURAS ALIGERADO PROYECTO \W6.23316; PLANO REVISADO: PLANO: Fecha: Escala: \W5.15464; INDICADA. PROPIETARIO: UBICACION: \W9.59575; JUNIO 2011

Language	Spanish
Drawing Type	Block
Category	Hotel, Restaurants & Recreation
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Imperial
Footprint Area
Building Features	Garden / Park
Tags	accommodation, areas, autocad, block, casino, disco, DWG, functional, hostal, hostel, Hotel, land, proposal, recreation, rest, Restaurant, restaurante, spa