Sports Slab Villa Sucre DWG Section for AutoCAD

Sports Slab Villa Sucre DWG Section for AutoCAD

PLANES DESIGN FOR CONSTRUCTION A SPORTS SLAB ; INCLUDED 02 DRESSINGS AND HEALTH SERVICES FOR EACH ONE ; INCLUDE PLANES OF PLANT; SECTIONS;ELEVATIONS AND DETAILS . DESIGN FOR LOCALITY VILLA SUCRE;MATO DISTRICT – HUAYLAS PROVINCE ANCASH – PERU

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

name, pbase, pvgrid, pegct, pfgct, pegc, pegl, pegr, pfgc, pgrid, pgridt, right, peglt, pegrt, pdgl, pdgr, mato, huaylas, construction of the multisport slab in villa sucre, district of mato, province de huaylas, ancash, project :, plan :, location:, date:, sheet:, indicated, drawing:, detail of cloths, dept., scale:, ancash, province, design:, district, robert yuri liñan melgarejo, plant and cuts, vc: foundation beam, section c – c, section yy, compacted, filling, reinforced wall – column, det. encounter, det. encounter wall, armed and bleachers, court b – b, slab of concrete, affirmed compacted, natural terrain, strip, width of, painted picture of sports slabs, board filled with tar and sand, area of, game, basket, volleyball, fulbito , paint, traffic, color, elect. blue, white, yellow, type of tempering rope, channel for mooring, section aa, given concrete, fixed to concrete., technical specifications, masonry, foundations, electrowelding, sight top of the bow and board, fastening bolts, netting, basketball hoop, side elevation bow and board, front elevation basketball board, smoke white color, black enamel paint frame, net height for men, fixed to the ground , minimum, elevation of the mesh, double band of fine canvas, net height for women, section z -z, compacted filling, cut a – a, section x – x, detail of arches, front, metal mesh, lateral, detail of arch and board, slab, left, ca volleyball court, basketball court, tension cable fixation, pole, floor, concrete columns, brick wall kk, head, —, ss.hh., compacted filling, affirmed, section bb, iron grid, vc, brick wall kk, plywood door, armed, plant – tribune, details, apartment.

Raw text data extracted from CAD file:

\A1;.50 \A1;.40 \A1;.30 \A1;.25 \A1;.30 \A1;.30 \A1;.25 \A1;.30 \A1;.30 \A1;.40 \A1;.40 \A1;.90 \A1;.45 \A1;.15 \A1;.25 \A1;.05 \A1;.15 \A1;.15 0.60 0.40 \A1;.10 \A1;.30 \A1;.20 \A1;.40 \A1;.20 \A1;.10 \A1;.10 \A1;0.025 \A1;.30 \A1;.30 \A1;.30 \A1;.30 \A1;.10 \A1;.10 \A1;.10 \A1;.10 0.50 \A1;.10 \A1;.10 \A1;.125 \A1;.125 \A1;.05 0.30 \A1;.10 \A1;.15 1.10 1.30 0.60 0.25 0.60 3.00 \A1;.45 0.45 0.15 0.40 0.30 0.30 105°51' 2.15 3.35 \A1;.15 1.24 0.15 1.10 0.60 0.25 0.525 0.45 0.525 1.10 1.20 3.10 1.30 1.80 1.30 .25 0.40 0.40 0.60 0.45 0.40 \A1;4.00 \A1;4.00 \A1;36.00 \A1;4.00 \A1;4.20 \A1;20.40 \A1;1.20 \A1;2.50 \A1;1.20 \A1;2.50 \A1;1.00 \A1;1.00 \A1;4.00 \A1;4.20 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;4.00 \A1;9.00 \A1;R1.80 \A1;R3.00 \A1;1.00 \A1;1.00 \A1;R1.80 \A1;1.00 9.50 RED 9,00 CANCHA .70 1,45 1,00 2,45 0,07 0.25 .75 1.00 0,05 0,07 1.00 0,25 .75 .70 0,05 2.24 1,00 1.24 1.20 0,40 0,60 \A1;6.20 \A1;1.00 \A1;.80 \A1;.60 \A1;.60 \A1;.60 \A1;2.40 \A1;.60 \A1;.50 \A1;.30 \A1;0.52 1,80 1,20 1,20 0,55 2,15 3,90 3,10 1,00 1,00 0,60 0,44 0.55 NAME PBASE PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 1 2 50 50 50 0.0 0.0 100.0 0.0 0.0 RIGHT PEGLT PEGRT PDGL PDGR MATO HUAYLAS CONSTRUCCION DE LA LOSA MULTIDEPORTIVA EN VILLA SUCRE ,DISTRITO DE MATO, PROVINCIA DE HUAYLAS , ANCASH PROYECTO: PLANO: UBICACION : SETIEMBRE - 2011 FECHA : LAMINA : INDICADA DIBUJO : DP-01 DETALLE DE PAÑOS DEPTO. ESCALA : ANCASH PROVINCIA DISEÑO : DISTRITO Robert Yuri Liñan Melgarejo Robert Yuri Liñan Melgarejo MATO HUAYLAS PROYECTO: PLANO: UBICACION : SETIEMBRE - 2011 FECHA : LAMINA : INDICADA DIBUJO : PC-01 PLANTA Y CORTES DEPTO. ESCALA : ANCASH PROVINCIA DISEÑO : DISTRITO Robert Yuri Liñan Melgarejo CONSTRUCCION DE LA LOSA MULTIDEPORTIVA EN VILLA SUCRE ,DISTRITO DE MATO, PROVINCIA DE HUAYLAS , ANCASH Robert Yuri Liñan Melgarejo \A1;33.00 \A1;.60 \A1;.60 \A1;.60 \A1;20.00 \A1;36.00 \A1;1.50 \A1;1.50 \A1;4.00 \A1;6.00 \A1;3.00 \A1;4.00 \A1;3.00 \A1;3.00 \A1;3.00 \A1;6.00 \A1;18.00 \A1;26.00 \A1;3.00 \A1;26.00 \A1;3.50 \A1;7.00 \A1;7.00 \A1;14.00 - 1.00 1.00 P10 \A1;.30 \A1;2.70 \A1;.40 \A1;.40 \A1;.40 \A1;2.25 \A1;.40 \A1;.40 \A1;.075 \A1;.60 \A1;.60 \A1;.075 \A1;.60 \A1;.075 \A1;.40 \A1;.40 \A1;.25 \A1;.60 \A1;.50 \A1;.40 \A1;1.95 \A1;.60 \A1;.25 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.20 \A1;.20 \A1;3.90 \A1;.30 \A1;.20 \A1;.30 \A1;.30 \A1;.25 \A1;.60 \A1;1.90 \A1;.30 \A1;3.79 \A1;.30 \A1;3.79 \A1;.30 \A1;3.79 \A1;.30 \A1;3.79 \A1;.30 \A1;3.79 \A1;.30 \A1;3.79 \A1;.30 \A1;3.79 \A1;.30 \A1;3.79 \A1;.30 \A1;33.00 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.25 \A1;.30 rto @ 0.20 d 1/2", 1 @ 0.05 4 d 5/8" 4 d 1/2" rto @ 0.20 d 1/4", 1 @ 0.05 V-1 VC C 5 C 5 5 VC : VIGA DE CIMENTACION 5 5 Esc. 1/20 5 rto @ 0.20 5 5 d 1/4", 1 @ 0.05 5 d 1/2" rto @ 0.20 Esc. 1/20 V-1: VIGA 01 C-1 SECCION C - C Esc. 1/20 4 d 5/8" 5 d 1/2", 1 @ 0.05 5 5 5 Esc. 1/25 5 N.P.T.=+0.40 5 SECCION Y-Y Ø3/8" @ 0.20 COMPACTADO RELLENO Ø1/4" @ 0.20 5 5 NFS. -0.75 Ø3/8" @ 0.20 MURO ARMADO - COLUMNA Ø1/4" @ 0.20 DET. ENCUENTRO Esc. 1/25 5 DET. ENCUENTRO MURO ARMADO Y GRADERIA Ø3/8" @ 0.20 Esc. 1/25 5 Ø1/4" @ 0.20 SOLADO e=5cm ESC. 1/125 CORTE B - B 5 5 Dado de Concreto de 0.30x0.50x0.60 m. a ras del n.p.t. 5 5 LOSA DE CONCRETO SECCION 2-2 AFIRMADO COMPACTADO TERRENO NATURAL Esc. : 1/10 Detalle 1 5 <> 5 Esc. 1/10 LOSA DE CONCRETO AFIRMADO COMPACTADO TERRENO NATURAL SECCION 1-1 FRANJA ANCHO DE CUADRO PINTADO DE LOSAS DEPORTIVAS Esc. 1/10 5 5 Junta rellenada con brea y arena 0.025 LOSA DE CONCRETO AREA DE JUEGO BASKET VOLEY FULBITO PINTURA TRAFICO TRAFICO TRAFICO COLOR DE AZUL ELECT. FRANJA BLANCO AMARILLO TIPO DE 5 cm 5 cm 5 cm de soga templadora Canal para amarre d 3/8" con pata de gallo 5 .30 x .50 x .60 5 Esc. : 1/10 Sección a-a DADO DE CONCRETO TUBO DE F° G° d 2 1/2 " Fijo al Concreto. Esc. : 1/10 Detalle 2 5 CONCRETO f´c = 140 Kg/cm2 CONCRETO f´c = 175 Kg/cm2 ESPECIFICACIONES TECNICAS Tarrajeo de graderias 2.5 Cm. JUNTAS h y v = 2.5 Cm 5 5 5 5 5 f´m = 40 Kg/cm2 ALBAÑILERIA Concreto Ciclopeo 1:10 + 30% P.G ACERO f´y = 4,200 Kg/cm2 CIMIENTOS CORRIDOS Detalle N° 1 en 3D 5 5 5 TUBO DE F° G° d 2 " de Embutir y Sacar. a a 5 5 5 5 Perforación d 4" Platina Fe e= 1/4" Electrosoldado Fierro Liso 3/8" 5 5 Escala 1 : 25 5 5 Vista Superior del Arco y Tablero 0.60 0.25 0.60 5 5 Pernos de Sujeción 5 Redecilla 5 0.40 Aro de Tablero de Básquetbol <> <> Tablero de Madera Cedro e = 1" 5 5 3.35 Escala 1 : 25 5 5 5 Tubo de Fierro d = 2" Elevación Lateral Arco y Tablero 1.10 0.60 0.25 5 5 Pernos de Sujeción Tablero de Madera Cedro e = 1" Plancha Metalica de 30x40 cm. (e = 1/4") 5 Plancha Metalica de 30x40 cm. (e = 1/4") 1.10 5 5 1.30 5 1.30 Escala 1 : 20 Elevación Frontal Tablero de Basquetbol .25 0.40 0.40 5 5 Color Blanco Humo 5 Color Blanco Humo Marco de Pintura Esmalte Color Negro 5 5 5 1 1 1 1 1 1 1 2 2 1 1 2 5 1 5 1 1 5 5 1 Ver Detalle 1 5 1 1 5 2 2 2 2 5 Ver Detalle 2 5 2 2 2 2 2 2 2 2 Ver Detalle 1 5 Ver Detalle 2 5 1 1 2 2 5 1 1 1 2 2 2 2 2 2 5 5 2 5 5 5 1 5 5 5 1 1 (Muro armado, Tribunas ) (Losas ) 5 5 5 5 5 5 5 DETALLE DE PAÑOS E: 1/125 9.50 RED <> CANCHA CINTA DE TELA BLANCA .05 DE ANCHO ALTURA DE RED PARA HOMBRES .70 POSTE DE TUBO NEGRO Ø 2" FIJADO AL TERRENO CABLE TENSOR (CON EQUIPO TENSOR) 5 5 5 5 MINIMO ELEVACIÓN DE LA MALLA ESC 1/50 MALLA DE .10x.10M 5 .75 1.00 5 BANDA DOBLE DE LONA FINA 5 ALTURA DE RED PARA MUJERES MINIMO 1.00 5 .75 .70 5 2.24 5 1.24 Tubo de Fierro d = 2" Tubo de Fierro d = 2" Tubo de Fierro d = 2" Tubo de Fierro d = 2" Tubo de Fierro d = 2" Tubo de Fierro d = 2" Tubo de Fierro d = 2" Tubo de Fierro d = 2" Tubo de Fierro d = 2" SECCION Z -Z Esc. 1/25 NPT + 0.40 d 3/8" @ 0.30 relleno compactado d 1/4" @ 0.20 Junta rellenada con brea y arena CORTE A - A ESC. 1/125 5 5 C° f´c = 140 Kg/cm2 5 VER DET. 1 5 NPT + 0.00 5 5 SECCION X - X Esc. 1/25 5 d 1/4" @ 0.20 d 3/8" @ 0.15 NPT + 1.20 NPT + 0.40 NPT + 0.80 5 5 5 5 1 1 1 1 1 rto @ 0.20 d 1/2", 1 @ 0.05 4 d 5/8" DET. DE COLUMNA C - 1 Esc. 1/20 V-1 VC C 5 C 5 5 DETALLE DE ARCOS E: 1/50 FRONTAL malla metálica 5 LATERAL 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE ARCO Y TABLERO E: 1/100 losa PEGCT PVGRID PEGCT PFGCT PEGC PEGL PEGR PFGC PGRID PGRIDT 2 3 20.00000000000000 20.00000000000000 20.00000000000000 1.896742062959001E+005 9.000903692966609E+006 2260.000000000000 0.000000000000000 36.00100000000000 LEFT PEGLT PEGRT PDGL PDGR 5 5 CANCHA DE VOLEY 5 5 5 CANCHA DE BASQUET 5 5 5 FIJACION DE CABLE TENSOR LINEA DE ATAQUE 0.05 ANCHO LINEA DE LIMITE VOLEY 0.05M.ANCHO 5 5 POSTE LINEA DE LIMITE BASKET 0.05 ANCHO 5 5 5 LINEA DE LIMITE BASKET 0.05M.ANCHO LINEA DE LIMITE FULBITO 0.05M.ANCHO 5 5 5 5 5 A A A A B B B B 5 5 PLANTA E: 1/125 5 COLUMNAS DE CONCRETO ARMADO DE 0.30m x 0.30m 5 5 5 MURO DE LADRILLO K K DE CABEZA Y Y B B Y Y X 1 2 3 4 C-1 NPT. +1.20 NPT. +0.40 NPT. +0.80 NPT. +1.60 --- 2.10 0.90 P-1 --- 2.10 0.90 P-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-1 C-1 C-1 C-1 C-1 --- 1.80 0.60 P-3 --- 1.80 0.60 P-3 --- 1.80 0.60 P-3 --- 1.80 0.60 P-3 SS.HH. --- 2.10 0.80 P-2 --- 2.10 0.80 P-2 2.00 0.40 0.60 V-2 2.00 0.40 0.60 V-2 1.50 1.00 1.10 V-2 1.50 1.00 1.10 V-2 1.50 1.00 1.10 V-2 SS.HH. C A M E R I N O - 0 1 C A M E R I N O - 0 2 Relleno Compactado Afirmado 5 5 d 1/4" @ 0.20 5 5 SECCION B-B Esc. 1/20 4 d 1/2" .075 5 5 5 C° f´c = 175 Kg/cm2 Afirmado d 1/4" @ 0.20 5 .075 5 d 1/4" @ 0.15 5 d 1/4" @ 0.30 Afirmado C:H 1:10 + 30% P.G. 5 NPT + 0.00 SECCION 1-1 5 REJILLA DE FIERRO d 1/2" @ 0.05 C° f´c = 140 Kg/cm2 5 5 5 C:H 1:10 + 30% P.G. 5 5 C:H 1:10 + 30% P.G. 5 V1 V.C Afirmado V1 d 1/4" @ 0.30 d 1/2" @ 0.18 Fierro d 3/8" 4 d 1/2" V.C 5 5 5 5 5 5 5 5 5 5 d 1/2" @ 0.18 Fierro d 3/8" 5 Fierros d 1/2" 5 d 1/2" 5 C° f´c = 175 Kg/cm2 C° f´c = 175 Kg/cm2 MURO DE LADRILLO KK 5 5 5 5 5 X 5 SS.HH. Puerta contraplacada 5 NPT. +0.40 NPT. +0.80 NPT. +1.20 NPT. +1.60 NPT. +2.00 NPT. +2.40 NPT. +2.80 NPT. +3.20 \A1;1.70 \A1;3.30 1 2 3 4 5 6 7 8 MURO DE LADRILLO K K DE CABEZA COLUMNAS DE CONCRETO ARMADO COLUMNAS DE CONCRETO ARMADO COLUMNAS DE CONCRETO ARMADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA - TRIBUNA Esc. 1/100 NPT. +0.80 NPT. +1.60 NPT. +1.20 NPT. +0.40 NPT. +2.00 NPT. +2.40 NPT. +2.80 NPT. +3.20 5 5 5 5 5 5 5 5 5 SS.HH. Puerta contraplacada \A1;.30 5 1.50 1.00 1.10 V-2 1.50 1.00 1.10 V-2 1.50 1.00 1.10 V-2 MATO HUAYLAS PROYECTO: PLANO: UBICACION : SETIEMBRE - 2011 FECHA : LAMINA : INDICADA DIBUJO : D-01 DETALLES DPTO. ESCALA : ANCASH PROVINCIA DISEÑO : DISTRITO Robert Yuri Liñan Melgarejo CONSTRUCCION DE LA LOSA MULTIDEPORTIVA EN VILLA SUCRE ,DISTRITO DE MATO, PROVINCIA DE HUAYLAS , ANCASH Robert Yuri Liñan Melgarejo

Language	Spanish
Drawing Type	Section
Category	Entertainment, Leisure & Sports
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	autocad, construction, Design, DWG, health, include, included, PLANES, projet de centre de sports, section, Services, slab, sports, sports center, sports center project, sports slab, sportzentrum projekt, sucre, villa