School Cover DWG Detail for AutoCAD

Cover Detail – Plant Foundations – Trusses – Anchors

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

sequential, notes, date, scale:, indicated, date:, rev:, verif., elab., rev., design:, description, approve, do not., initial issue, elab .:, viewed:, approved, Verif .:, flat:, chm, chm, hydroelectric project manduriacu final lighting implantation details, all measurements are in meters except where otherwise indicated, the posts of concrete are based on the norm inen of the Ecuadorian code of construction, closed luminaire, projected, detail, reinforced concrete pole, symbology, luminary, typical section metal poles, typical section concrete posts, definitive lighting, scale:, water intake, d.a.f gallery, left margin, dump, bottom downloader, coupling, House of machines, dump, wicket, substation, Offices, mechanical workshop, main warehouse, workshops, camp celec ep, concrete plant, reinforced concrete pole, pm metal poles, right bank, dinning room, classroom, service, classroom, coordinator, psychomotor, meson with, handwash, changer, meson with, handwash, changer, meson with, handwash, changer, meson with, handwash, changer, hall, entry, living room, dinning room, classroom, service, classroom, coordinator, psychomotor, meson with, handwash, changer, meson with, handwash, changer, meson with, handwash, changer, hall, entry, living room, block beam, anchoring to reinforcing steel, section, esc:, detail, esc:, section, esc:, portico type, esc:, n.p.t. inside, Exterior, gypsum, slide channel, scissor detail, esc:, plant foundation, esc:, metal roof plant, esc:, replantillo h.s., concrete, concrete, foundation detail, esc:, mooring chain detail, esc:, foundation chain detail, esc:, column type detail, esc: s: e, concrete, support wall cyclopean concrete, column, concrete, dimensions, kind, I cum, foundation chain, armor, plinth detail, esc: s: e, pillar detail, esc: s: e, mortar filling, concrete block, free camera, block type concrete, to adapt to the format of the covered block of, mortar filling, detail block beam, esc:, wall of cyclopean concrete, see detail, see detail, section, detail, block camera, block beam, truss shaft, notes, date, scale:, indicated, date:, rev:, verif., elab., rev., design:, description, approve, do not., initial issue, elab .:, viewed:, approved, Verif .:, flat:, children’s center of buen vivir retoñitos structure of, all measurements are in meters except where otherwise indicated, the quantity of materials will be verified on site, the block pillars will be made in block of concrete, the structure all its elements should be galvanized, lower reinforcement welded mesh

Raw text data extracted from CAD file:

N SECUENCIAL SECUENCIAL HANDLE_ESTRUCTURA NOTAS FECHA ESCALA: INDICADAS 0 FECHA: REV: VERIF. ELAB. REV. DISEÑO: DESCRIPCIÓN APROB. No. DOCUMENTO/DISEÑO: EMISION INICIAL PA ELAB.: VISTO: APROB.: LM VERIF.: LM 1/1 PLANO: CHM PA CHM LM 28-10-2014 0 28-10-2014 PROYECTO HIDROELECTRICO MANDURIACU ILUMINACION DEFINITIVA IMPLANTACION - DETALLES 1.- TODAS LAS MEDIDAS ESTAN EN METROS A EXCEPCION EN LAS QUE SE INDIQUE LO CONTRARIO 2.- LOS POSTEN DE HORMIGON ESTAN BASADOS EN LA NORMA INEN DEL CODIGO ECUATORIANO DE LA CONSTRUCCION PHM-DE3JZM-GE54-0001 LUMINARIA NA CERRADA 250 W PROYECTADO DETALLE POSTE DE HORMIGON ARMADO 11 Y 12M SIMBOLOGIA 134122 134122 ID222639 LUMINARIA (COMAN) SECCION TIPICA POSTES METALICOS SECCION TIPICA POSTES DE CONCRETO ILUMINACION DEFINITIVA ESCALA: ----- 1:100 ESCALA: ----- S/E ESCALA: ----- S/E TOMA DE ÁGUA GALERIA DEL D.A.F MARGEN IZQUIERDA VERTEDERO DESCARGADOR DE FONDO EMBOQUE CASA DE MAQUINAS VERTEDERO GARITA SUBESTACION OFICINAS TALLER MECANICO ALMACEN PRINCIPAL TALLERES CAMPAMENTO CELEC EP PLANTA DE HORMIGON 3.- P = POSTE DE HORMIGON ARMADO 4.- PM = POSTES METALICOS MARGEN DERECHA COMEDOR AULA #2 AULA #1 SERVICIO AULA #3 AULA #4 COORDINADOR SICOMOTRICIDAD meson con lavamanos y cambiador meson con lavamanos y cambiador meson con lavamanos y cambiador meson con lavamanos y cambiador HALL INGRESO SALA N+0.15 \A1;1.20 \A1;1.50 \A1;3.00 \A1;1.50 \A1;2.20 \A1;3.60 \A1;5.60 \A1;3.00 \A1;3.00 \A1;3.00 \A1;7.50 \A1;5.70 \A1;0.45 \A1;0.75 \A1;1.02 \A1;1.02 \A1;1.02 \A1;1.02 \A1;0.99 \A1;3.30 \A1;3.50 \A1;4.43 \A1;3.97 \A1;8.07 \A1;1.20 \A1;0.66 \A1;0.88 \A1;0.64 \A1;0.69 \A1;1.15 \A1;0.95 \A1;8.07 \A1;1.02 \A1;1.02 \A1;1.13 \A1;1.02 \A1;1.02 \A1;1.02 \A1;1.02 \A1;1.40 \A1;0.47 \A1;0.64 \A1;0.52 \A1;0.74 \A1;5.64 \A1;0.05 \A1;0.40 \A1;0.50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.20 \A1;a \A1;b \A1;0.40 \A1;0.30 \A1;1.97 \A1;3.80 \A1;3.81 \A1;3.87 \A1;3.80 \A1;1.83 \A1;3.85 \A1;7.59 \A1;1.97 \A1;3.80 \A1;3.81 \A1;3.87 \A1;3.80 \A1;1.83 \A1;3.85 \A1;7.59 \A1;0.80 \A1;0.80 \A1;3.30 \A1;3.30 \A1;0,19 \A1;0,19 \A1;0.45 \A1;0.20 \A1;0.20 \A1;13.27 COMEDOR AULA #2 AULA #1 SERVICIO AULA #3 AULA #4 COORDINADOR SICOMOTRICIDAD meson con meson con lavamanos y cambiador meson con lavamanos y cambiador meson con lavamanos y cambiador HALL INGRESO SALA N+0.15 1.20 1.50 3.00 1.50 2.20 3.60 5.60 3.00 3.00 3.00 5 5.70 5 2G 100*50*3 2G 100*50*3 2L 50*50*3 Viga de Bloque 2G 100*50*3 Anclaje al acero de refuerzo 2L 50*50*3 A 2 2G 100*50*3 2G 100*50*3 2L 50*50*3 1 \A1;L 40*40*2+ 2pernos Ø \S3/4;*0.50 5 SECCION 1-1 ESC: 1:20 DETALLE 1 ESC: 1:20 SECCION 2-2 ESC: 1:20 L 50*50*3 5 5 5 5 5 SECCION A-A --- PORTICO TIPO (x6) ESC: 1:75 5 5 5 5 N.P.T. Interior +0.20 Exterior 0.00 5 GYPSUM 2mm Canal de lamina D 1.20 5 5 5 5 A 2G 100*50*3 2G 100*50*3" 2L 50x50x3" 2G 100*50*3 2G 100*50*3 DETALLE DE TIJERA ESC: 1:25 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 1 2 3 4 5 6 D C B A D C B A PLANTA CIMENTACION ESC: 1:75 PLANTA CUBIERTA METALICA ESC: 1:75 G 100*50*3 \A1;Tensores @ \S5/8;" \A1;Tensores @ \S5/8;" \A1;Tensores @ \S5/8;" G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 G 100*50*3 5 5 5 0.20 Replantillo H.S. F'c=140Kg/cm2 Hormigón F'c=210Kg/cm2 Ø12mm@0.15 5 5 5 5 4Ø12mmMc102 Hormigón F'c=210Kg/cm2 Ø8mm@0.20Mc103 N+/-0.00 \A1;L/4 Ø8@0.10cm \A1;L/2 Ø8@0.20cm \A1;L/4 Ø8@0.10cm N+3.30 DETALLE DE CIMENTACION ESC: 1:1 DETALLE CADENA DE AMARRE ESC: 1:20 DETALLE CADENA DE CIMENTACION ESC: 1:1 DETALLE DE COLUMNA TIPO ESC: S:E Hormigón F'c=210Kg/cm2 Muro de Apoyo Hormigón Ciclópeo E:Ø8mm@0.20 4Ø12mm Columna = 4Ø12mm E:Ø8mm Hormigón F'c=210Kg/cm2 Dimensiones = Tipo A a=0.25cm b=0.30cm a b 0.40 0.30 G 100*50*3 CUMBRERO 5 5 5 5 5 5 5 5 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CA P1 CADENA DE CIMENTACION 30*40 CADENA DE CIMENTACION 30*40 CADENA DE CIMENTACION 30*40 CADENA DE CIMENTACION 30*40 CADENA DE CIMENTACION 30*40 CADENA DE CIMENTACION 30*40 CADENA DE CIMENTACION 30*40 CADENA DE CIMENTACION 30*40 CADENA DE CIMENTACION 30*40 5 5 5 5 5 5 5 5 Y-Y X-X 5 5 Armadura X-X 7Ø12mm@0.15 Armadura Y-Y 7Ø12mm@0.15 DETALLE PLINTO TIPO(x20) ESC: S:E N+0.20 N-1.15 DETALLE DE PILAR TIPO(x20) ESC: S:E N+3.50 N+0.20 3.30 N+3.50 N+0.20 3.30 Relleno de Mortero Bloque de Concreto 20*20*40 Bloque de Concreto Camara Libre 5 5 \W9.41366; 2 Ø10mm \W9.30026; (CORRIDO) \W6.93814; BLOQUE DE CONCRETO \W6.99742; TIPO "U" - CANALETA 2 Ø10mm (CORRIDO) ESTRIBO Ø6,3mm C/ 15cm ADAPTAR AL FORMATO DEL BLOQUE CUBIERTA DE 1cm Relleno de Mortero E:Ø8mm @0.15 4Ø12mm DETALLE VIGA DE BLOQUE ESC: 1:1 5 Muro de Hormigon Ciclópeo E:Ø8mm@0.15cm 2 2 VER DETALLE 1 A A VER DETALLE 1 SECCION A-A DETALLE 1 0.20 0.20 Camara de Bloque 5 A A E:Ø8mm@0.15 4Ø12mm Viga de Bloque EJE DE CERCHA NOTAS FECHA ESCALA: INDICADAS 0 FECHA: REV: VERIF. ELAB. REV. DISEÑO: DESCRIPCIÓN APROB. No. DOCUMENTO/DISEÑO: EMISION INICIAL PA ELAB.: VISTO: APROB.: DV VERIF.: DV 1/1 PLANO: DV PA DV DV 14-11-2014 0 14-11-2014 CENTRO INFANTIL DEL BUEN VIVIR RETOÑITOS ESTRUCTURA DE CUBIERTA-CIMENTACION 1.- TODAS LAS MEDIDAS ESTAN EN METROS A EXCEPCION EN LAS QUE SE INDIQUE LO CONTRARIO 2.- LA CANTIDADED DE MATERIALES SERAN VERIFICADOS EN OBRA 3.- LAS PILARES DE BLOQUE SERAN REALIZADOS EN BLOQUE DE HORMIGON VIBRO-COMPACTADO 4.- LA ESTRUCTURA Y TODOS SUS ELEMENTOS DEBERAN SER GALVANIZADOS ARMADURA SUPERIOR E INFERIOR MALLA ELECTROSOLDADA 15*15*8

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	anchors, autocad, barn, cover, dach, decks, DETAIL, DWG, foundations, hangar, lagerschuppen, plant, roof, school, shed, structure, terrasse, toit, trusses

DWG_Blocks

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