Plant Canopy, Available Load Beams And Slab DWG Block for AutoCAD

Plant Canopy, Available Load Beams And Slab DWG Block for AutoCAD

Plant Canopy, available load beams and slab of a slab of 30 x 30 m, load beams showing straps and belts as well as secondary and their respective columns with metal.

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

block wall cm wide coated on the outside in stone up to inside ceramic., location for w.c. point for pipes, location for washing machine point for pipes, wall cm block coated on both sides in ceramic., columns of reinforced concrete., lamp type apply., location for hand basin for pipes, Smooth polished finish stop., metallic frame door entamborada of cm., solid brick bricks with horizontal cm separation for ventilation, roof edge line., floor slab edge line, finished ceramic floor., metallic door frame of cm., wooden door frame intamborada cm height mts., location for urinals point for pipes, lamp type apply., tongue and groove roof with asphalt blue tile covering., slab of reinforced concrete., wooden structure to support roof according to design., solid brick bricks with cm separation for ventilation, ceramic of cm. on the wall, External cladding of block wall in stone slabs up to mts height after frieze sobado finish of paint., ladies sanitary floor., facades, cut., sanitary floor of gentlemen., External cladding of block wall in stone slabs up to mts height after frieze sobado rubber paint finish., solid brick bricks with cm separation for ventilation, ceiling., lamp type apply., post, shower, post, post, post, post, slab, post, kiosk, kiosk, sewer, kiosk, channel, drain, elect, post, stop, post, valve, inos, post, post, stop, post, original topography, Juan Ortega, sheet:, date:, scale:, surface:, do not. working:, calculation:, drawn:, reviewed:, approved:, I raise:, topographic survey, sheet no, Juan Ortega, June, Naiguata spa, av. jose maria vargas parish naiguata edo. vragas, Thickness setting, magenta, Red, polygonal coordinates, north, East, point, quota, shower, kiosk, level, slab, detail, hilti double cm type turerca for leveling, griddle, finished base with self-leveling gouting, column, existing concrete column, existing concrete beam, cut, plant view, plant view, detail, side view new enlargement, detail, detail, structural elements: columns beams of load belts slab sigaldeck lime cm materials: concrete the d. reinforcing steel loads: dead load live load level origin, original ceiling slab, new roof slab, space for services, upper level pergola, concrete the, sigaldeck lime cm, detail, cm with two-pronged thread, griddle, detail, this same detail for the, concrete wall, front view, side view, detail no, ipn, secondary beams, main beam loading, union detail, typical welded, ipn, mm flat bars, thick in, both faces, cut, plant, detail

Raw text data extracted from CAD file:

0,25 0,15 4,8 3,9 0,1 0,8 0,8 0,25 0,25 0,25 0,5 0,25 0,5 2,11 1,92 0,5 0,65 0,15 2,85 0,95 0,1 0,2 0,05 2,4 4,16 0,3 2,1 1 0,3 2,1 0,15 0,25 4,8 0,8 0,1 3,9 0,25 0,25 0,5 0,25 2,11 0,15 0,95 1,92 0,5 0,65 0,1 2,85 0,15 0,5 0,25 0,95 2,2 0,25 0,25 0,25 0,25 3,9 2,1 0,6 0,3 1,8 2,4 4,79 4,78 8,3 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 Pared de bloque de 0.15 Cm de ancho y revestida por fuera en piedra hasta 0.60 Mts y frisada; y por dentro en cerámica. Ubicación para W.C. y, punto para tuberías de A/B y A/N. Ubicación para lavamopas y, punto para tuberías de A/B y A/N. Pared de bloque de 0.10 Cm de ancho, revestida por ambos lados en cerámica. Columnas de concreto armado. Lampara tipo aplique. Ubicación para lavamanos y, punto para tuberías de A/B y A/N. Tope de concreto, acabado liso y pulido. Puerta y marco metálico entamborada de 0.90 Cm. Ladrillos macizos entramados con separación de 10 Cm en horizontal para ventilación Línea de borde de techo. Línea de borde de losa piso . piso acabado de Cerámica. Marco y puerta metálica de 0.70 Cm. Marco y puerta de madera entamborada de 0.80 Cm y altura 1.80 Mts. Ubicación para Urinarios y, punto para tuberías de A/B y A/N. Lampara tipo aplique. Techo de machihembrado con revestimiento de teja asfaltica color azul. Losa piso de concreto armado. Estructura de madera para soportar techo según diseño. -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 Ladrillos macizos entramados con separación de 10 Cm para ventilación Cerámica de 15 x 15 Cm. en pared. Revestimiento externo de pared de bloque y estructura, en lajas de piedra hasta 0.60 Mts de altura y después de friso sobado y acabado de pintura. PLANTA SANITARIO DE DAMAS. FACHADAS. CORTE. PLANTA SANITARIO DE CABALLEROS. Revestimiento externo de pared de bloque y estructura, en lajas de piedra hasta 0.60 Mts de altura y después de friso sobado y acabado de pintura de caucho. Ladrillos macizos entramados con separación de 10 Cm para ventilación 3,30 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 0,3 0,3 -122.8368378448809 -122.8368378448809 -122.8368378448809 -122.8368378448809 TECHO. S 0,3 2,1 0,3 2,1 0,2 0,05 2,4 4,16 1 Lampara tipo aplique. -13.36814726317624 -13.36814726317624 -13.36814726317624 -13.36814726317624 -13.36814726317624 -13.36814726317624 -13.36814726317624 -13.36814726317624 -13.36814726317624 E 747400 E 747425 E 747450 E 747475 E 747500 E 747525 E 747550 E 747575 E 747600 E 747625 E 747650 E 747675 E 747700 E 747725 E 747750 E 747775 E 747800 E 747825 E 747850 E 747875 E 747900 E 747925 E 747950 E 747975 E 748000 N 1175000 N 1175025 N 1175050 N 1175075 N 1175100 N 1175125 N 1175150 N 1175175 N 1175200 N 1175225 N 1175250 N 1175275 N 1175300 N 1175325 N 1175350 N 1175375 N 1175400 N 1175425 2 88 3 63 3 91 3 50 3 3 89 3 86 3 86 3 79 3 80 3 98 4 05 3 75 3 75 3 74 3 70 3 71 3 26 3 85 3 85 3 88 3 97 3 99 3 94 3 99 3 96 4 17 3 26 3 25 3 22 3 56 3 20 2 83 3 19 3 17 3 17 3 20 3 22 3 29 3 67 3 69 4 55 4 23 3 97 3 84 3 91 4 15 4 26 4 11 4 11 4 05 4 07 4 05 4 05 3 88 3 47 4 13 4 19 4 15 3 46 3 47 3 80 3 80 3 80 3 46 3 45 3 78 3 65 3 65 3 68 3 61 3 74 3 20 3 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4 71 4 75 E11 E12 P A R E D K I O S C O L O S A L O S A L O S A POSTE DUCHA POSTE POSTE EC POSTE E1 POSTE POSTE POSTE POSTE POSTE E6 POSTE LOSA POSTE POSTE POSTE C A N A L KIOSCO E7 E9 KIOSCO C A N A L D E D E S A G U E E10 ALCANTARILLA KIOSCO KIOSCO KIOSCO KIOSCO KIOSCO CANAL DESAGUE E4 E2 ELECT POSTE POSTE POSTE POSTE POSTE POSTE POSTE E3 PARADA POSTE POSTE VALVULA INOS POSTE E16 E15 E14 E13 POSTE POSTE POSTE PARADA POSTE POSTE TOPOGRAFIA ORIGINAL JUAN ORTEGA HOJA: FECHA: ESCALA: (S) SUPERFICIE: No. DE OBRA: CALCULO: DIBUJADO: REVISADO: APROBADO: LEVANTO: LEVANTAMIENTO TOPOGRAFICO HOJA Nº JUAN ORTEGA JUAN ORTEGA JUNIO 2006 1/250 BALNEARIO NAIGUATA AV. JOSE MARIA VARGAS - PARROQUIA NAIGUATA - EDO. VRAGAS T-1 CONFIGURACION DE ESPESORES (3) VERDE----------0.25 (9) --------------0.18 (8) --------------0.13 (7) BLANCO---------0.25 (6) MAGENTA --------0.70 (4) CYAN-----------0.50 (1) ROJO ----------0.80 (2) AMARILLO--------0.35 (5) AZUL-----------0.50 (31) -------------0.25 (30) -------------0.40 REF-2 EG REF-3 M A R C A R I B E M A R C A R I B E M A R C A R I B E 1.26 3.53 3.38 747.791.524 747.667.963 747.599.603 1.175.093.912 1.175.135.569 1.175.185.383 E-7 E-8 E-9 4.66 3.33 3.30 3.37 747.568.069 747.542.680 747.509.137 747.499.024 1.175.227.805 1.175.261.738 1.175.231.449 1.175.209.945 E-3 E-4 E-5 E-6 COORDENADAS DE POLIGONAL NORTE ESTE EC PUNTO E-1 EG 747.434.814 1.175.314.241 1.175.289.083 747.464.959 1.175.322.330 747.379.125 747.428.501 1.175.256.104 E-2 COTA 3.91 3.50 3.71 4.71 REF-3 REF-2 E-16 E-15 E-14 E-13 E-12 E-11 E-10 4.97 2.86 1.175.017.990 747.886.168 747.897.865 1.175.051.742 1.175.123.741 1.175.085.192 1.175.075.269 1.175.039.063 747.843.085 747.715.963 747.689.513 747.639.332 4.65 4.76 5.18 4.68 1.175.170.191 1.175.352.290 1.175.423.174 747.578.316 747.387.780 747.456.346 4.24 2.88 3.63 DUCHA M A L E C O N M A L E C O N KIOSCO 5.00 4.00 3.00 2.00 1.00 1.00 2.00 3.00 4.00 2.00 3.00 4.00 A V E N I D A J O S E M A R I A V A R G A S A V E N I D A J O S E M A R I A V A R G A S E D I F I C I O 64 2 E S C U E L A M A L E C O N M A L E C O N \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;30.00 \A1;9.00 \A1;6.00 \A1;6.00 \A1;9.00 \A1;2.67 \A1;0.30 \A1;4.76 \A1;30.00 \A1;1.35 \A1;7.65 \A1;1.56 \A1;1.56 \A1;1.56 \A1;1.56 \A1;1.56 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.50 \A1;1.56 \A1;1.56 \A1;1.56 \A1;1.56 \A1;1.56 \A1;7.80 \A1;12.00 \A1;7.80 \A1;27.60 \A1;25.00 mm \A1;13.00 mm \A1;50.00 mm \A1;262.00 mm \A1;305.00 mm \A1;290.00 mm \A1;305.00 mm \A1;50.00 mm \A1;100.00 mm \A1;50.00 mm \A1;25.00 mm \A1;77.50 mm \A1;85.00 mm \A1;77.50 mm \A1;25.00 mm \A1;200.00 mm \A1;600.00 mm \A1;500.00 mm \A1;400.00 mm \A1;400.00 mm \A1;1.60 \A1;1.20 \A1;0.10 \A1;63.75 mm \A1;81.25 mm \A1;81.25 mm \A1;73.75 mm \A1;50.00 mm \A1;100.00 mm \A1;50.00 mm \A1;200.00 mm \A1;300.00 mm \A1;0.08 \A1;0.60 HEA-300 HEA-200 IPN-300 NIVEL +886.745 5' 6 7 8 9 10 B C E G H 5 5 5 5 5 5 5 5 5 5 5 B' 5 5 H' 5' 6 7 8 9 10 HEA-300 HEA-200 IPN-300 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 LOSA L-1 LOSA L-1 LOSA L-2 LOSA L-2 DETALLE Nº1 5 5 5 5 \A1;PERNO TIPO HILTI d\S3/4;" x L=35 cm DOBLE TURERCA PARA NIVELACION PLANCHA A-36 ESP=13mm BASE ACABADA CON GOUTING AUTONIVELANTE COLUMNA HEA-200 COLUMNA DE CONCRETO EXISTENTE 5 5 5 5 5 5 5 5 5 5 5 5 VIGA DE CONCRETO EXISTENTE CORTE 1-1 VISTA PLANTA 5 5 5 5 VISTA PLANTA VISTA PLANTA DETALLE Nº1 5 VISTA LATERAL NUEVA AMPLIACION 5 C-80x40 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 HEA-200 DETALLE Nº1 DETALLE Nº2 DETALLE Nº3 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 IPN-240 DETALLE Nº1 DETALLE Nº1 DETALLE Nº2 X ELEMENTOS ESTRUCTURALES: COLUMNAS HEA-200 VIGAS DE CARGA IPN-300 CORREAS IPN-240 LOSA SIGALDECK 12 CAL 20 t=10 cm MATERIALES: CONCRETO f'c=250 Kg/cm2 A LOS 28 d. ACERO DE REFUERZO fy=4200 Kg/cm2 CARGAS: CARGA MUERTA 179 Kg/m2 CARGA VIVA 100 Kg/m2 NIVEL 43.953m SAP2000 \W5.15464; \W5.15464; ORIGEN 5'-B (0,0) Y LOSA DE TECHO ORIGINAL +881.830 +885.950 +886.700 NUEVA LOSA DE TECHO ESPACIO PARA SERVICIOS NIVEL SUPERIOR DE PERGOLA 5 mm IPN-300 IPN-240 5 mm IPN-240 CONCRETO f'c=250 Kg/cm2 A LOS 28 D SIGALDECK 12 CAL 20. t=10 cm 5 DETALLE Nº2 IPN-300 5 5 5 5 5 5 5 5 5 \A1;PERNO A-36 d\S3/4;" x L=30 cm CON ROSCA EN DOS PUNTAS PLANCHA A-36 ESP=13mm DETALLE Nº3 5 mm ESTE MISMO DETALLE PARA LA IPN-240 IPN-300 MURO DE CONCRETO VISTA FRONTAL VISTA LATERAL IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 IPN-300 DETALLE Nº 4 IPN 300 IPN 300 IPN 300 8 mm 8 mm 8 mm 8 mm 8 mm 8 mm VIGAS SECUNDARIAS VIGA PRINCIPAL DE CARGA DETALLE DE UNION SOLDADA TÍPICA IPN 300 IPN 300 IPN 300 5 5 PLETINAS DE 8 mm DE ESPESOR EN AMBAS CARAS 8 mm CORTE PLANTA DETALLE Nº4

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features	Deck / Patio
Tags	autocad, beams, block, canopy, construction details section, cut construction details, DWG, load, plant, showing, slab, straps