Ladder Cuts And Details DWG Detail for AutoCAD

Ladder Cuts And Details DWG Detail for AutoCAD

Details – specification – sizing – Construction cuts

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

client:, design:, drawing:, code:, scale:, flat:, This document is the property of the project eicers is not allowed to reproduce modification without prior written authorization of both., Eicers.sac, Prov., D.E.P., I love you, Dist., place, Huanta, Sivia, Comunid., Improvement of educational services in i.e. Primary level rural area polidocente, Specialty structures, stairs, consultant:, Ebert tinco, Engineering specialists sustainable construction s.a.c., date:, M.d.s., Ebert tinco, According to design, According to location, Staircase structures sivia, Columns, license plate, level, Face painting finish, View portico tipico, Details, Plates, Plant type shoe, Esc:, column, Typical, Column steel, According to design, Shoe steel, According to design, Shoe steel, According to design, natural terrain, Compacted, Cut type shoe, Esc:, According to design, Concrete in shoe, Concrete in columns, Sole, Shoes, to. Structural system, B. Parameters to define the design spectrum, Reinforced concrete plate, Zone factor, Soil factor, Factor of importance, Reduction factor, Earthquake resistant parameters, R.n. R.n. R.n. R.n., Regulations:, Carrying capacity:, Free, Folds splices, Stirrups, Horizontal splicing, Technical specifications, Reinforced concrete:, Cm. On face plates cm. On exposed beams cm. In shoes, According to e.m.s., In slabs slabs solid slabs, reinforcing steel:, Astm, Simple concrete:, Floor, Triboli sivia huanta ayacucho, Chamfer detail, element, Chamfer detail, Note: detail of chamfer in structural elements as in the plate beams of the aisle that are finishing face., structural, Plate anchorage in shoe, natural terrain, The columns are finishing face with chamfer detail of, Cut details of beams, license plate, Stairway shoe, detail of, Chafán, Max. Cm, Tarrajeo of the lower part of steps:, Contrapaso, He passed, Max. Cm, Finishing of the top of steps:, Finished, Contrapaso, He passed, Floor ceramic gress, Material asserted for base, Front of ladder, sidewalk, Face plate, Lightweight polycarbonate cover, Lac tube construction, Lightweight polycarbonate cover, Floor ceramic gress, Front of ladder, Material asserted for base, Solid steel slab reinforcement, sidewalk, break, aisle, Note: unfinished floor, Detail of grandstand, cut, cut, cut, Var., cut, Var., Of the previous grandstand, Shoe, license plate, Rest beams, Beams of the hall, Arched steel beams of the catwalk, detail of, Chafán, detail of, Chafán, detail of, Chafán, detail of, Chafán, detail of, Chafán, detail of, Chafán, detail of, Chafán, license plate, Of the built-in steps, Of the built-in steps, Last hires are from, Last hires are from, detail, Lightweight polycarbonate cover, Lac tube construction, Lightweight polycarbonate cover, detail of, Chafán, detail of, Chafán, steel structures, Longitudinal reinforcement, ceiling, Stairway ceiling, Lightweight polycarbonate cover, Longitudinal reinforcement, Transverse reinforcement, Lightweight polycarbonate cover, Longitudinal reinforcement, Transverse reinforcement, license plate, Cross beam, Longitudinal reinforcement, Lac tube construction, Variable according to location, Armed slab, Armed plate, cut, Asphalt seal, ceramic floor, sidewalk, finish, Tarragon, Asphalt seal, Concrete cycle, natural terrain, Material asserted for base, Material selected for filling, Concrete foundation beam, finish, Tarragon, Plant ladder type ii: see architecture, Machine room, Concierge room

Raw text data extracted from CAD file:

Cliente: Diseño: Dibujo: Código: Escala: Plano: Este documento es propiedad del Proyecto y de EICERS SAC, y no se permite su reproducción y/o modificación sin previa autorización por escrito de ambos. EICers.SAC \W5.45952; PROV. \W5.95952; DEP. \W4.00000; : AYACUCHO \W5.86429; DIST. \W5.26905; LUGAR \W4.00000; :HUANTA \W4.00000; : SIVIA : 07 COMUNID. MEJORAMIENTO DE LOS SERVICIOS EDUCATIVOS EN 07 I.E. NIVEL PRIMARIO ZONA RURAL MODALIDAD POLIDOCENTE ESPECIALIDAD ESTRUCTURAS ESCALERA Consultor: Ebert Tinco 10/01/2013 Especialistas en Ingeniería y Construcción Sostenible S.A.C. Fecha: M.D.S. Ebert Tinco \A1;30cm \A1;30cm \A1;L = Según diseño \A1;S = Según diseño \A1;h=0.65m \A1;X \A1;z \A1;r \A1;r \A1;h(solado)=0.10m \A1;1.05 \A1;4#3/8",@0.15m \A1;#3/8", 1@0.05m,12@0.10m, r@0.20m \A1;.30 \A1;.65 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.17 \A1;.10 \A1;.10 \A1;.25 \A1;.25 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.20 \A1;.85 \A1;3.30 \A1;.85 \A1;5.00 \A1;1.60 \A1;.30 \A1;1.60 \A1;3.50 \A1;.30 \A1;3.30 \A1;.40 \A1;.40 \A1;1.62 \A1;.40 \A1;.40 \A1;.30 \A1;.30 \A1;R3.91 \A1;.30 \A1;.17 \A1;.30 \A1;.17 \A1;.30 \A1;.17 \A1;.30 \A1;.17 \A1;.30 \A1;.17 \A1;.30 \A1;.17 \A1;.30 \A1;.14 \A1;.12 \A1;.14 \A1;.12 \A1;.12 \A1;.17 \A1;.17 \A1;.14 \A1;.30 \A1;.12 \A1;.14 \A1;.30 \A1;.17 \A1;.03 \A1;.015 \A1;.03 \A1;.20 \A1;.315 \A1;.30 \A1;.20 \A1;.315 \A1;.30 \A1;.00 \A1;.00 \A1;1.20 \A1;1.00 \A1;.15 \A1;var. \A1;.27 \A1;.15 \A1;var. \A1;.27 \A1;.50 \A1;1.50 \A1;1.50 \A1;1.00 \A1;.175 \A1;.30 \A1;.17 \A1;.30 \A1;.17 \A1;.30 \A1;.17 \A1;.17 \A1;.175 \A1;.175 \A1;.175 \A1;.175 \A1;.175 \A1;.17 \A1;.17 \A1;.175 \A1;.175 \A1;.175 \A1;.175 \A1;.175 \A1;1.00 \A1;1.00 \A1;1.10 \A1;1.50 \A1;1.44 \A1;1.61 \A1;1.50 \A1;1.10 \A1;8.30 \A1;.50 \A1;2.00 \A1;.30 \A1;2.00 \A1;.50 \A1;5.30 \A1;.60 \A1;2.05 \A1;2.05 \A1;.60 \A1;5.30 \A1;.60 \A1;2.05 \A1;2.05 \A1;.60 \A1;2.00 \A1;.30 \A1;2.00 \A1;variable según ubicación \A1;5.30 \A1;2.485 \A1;2.50 \A1;.95 \A1;.95 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.15 \A1;.15 \A1;.15 \A1;.12 \A1;.50 \A1;.15 \A1;.10 \A1;.80 \A1;.75 \A1;.80 \A1;.15 \A1;.05 \A1;.15 \A1;.30 \A1;.90 \A1;.25 \A1;1.10 \A1;.25 \A1;.30 \A1;2.50 \A1;2.50 \A1;.25 \A1;2.80 \A1;.25 \A1;3.30 \A1;.30 \A1;.01 \A1;.25 \A1;1.99 \A1;.25 \A1;2.49 ESTRUCTURAS ESCALERA - SIVIA COLUMNAS PLACA NIVEL CUADRO DE PLACA, ACABADO CARAVISTA \A1;[] 3/8", VER PORTICO TIPICO DETALLES PLACAS \A1;10cm \A1;10cm \A1;10cm \A1;10cm ZAPATA TIPO EN PLANTA ESC: 1/10 COLUMNA TIPICA \A1;10cm \A1;10cm \A1;10cm \A1;10cm 30cm 30cm \A1;10.0cm h=0.65m Acero de columna según diseño Acero de zapata según diseño Acero de zapata según diseño Terreno natural compactado ZAPATA TIPO EN CORTE ESC: 1/10 L = Según diseño S = Según diseño Y X Concreto en zapata (metrado estructuras) Concreto en columnas (metrado estructuras) SOLADO ZAPATAS ZAPATAS A. SISTEMA ESTRUCTURAL SISMO-RESISTENTE B. PARAMETROS PARA DEFINIR EL ESPECTRO DE DISEÑO - PLACA DE CONCRETO ARMADO - FACTOR DE ZONA (ZONA 2) : Z=0.30 - FACTOR DE SUELO (TIPO S2): S=1.20 Tp=0.6s - FACTOR DE IMPORTANCIA : U=1.50 - FACTOR DE REDUCCIÓN : Rxx=6.00 PARAMETROS SISMO - RESISTENTE (PORTICO) E-020, R.N.E. - 2006 E-030, R.N.E. - 2006 E-060, R.N.E. - 2009 E-070, R.N.E. - 2006 REGLAMENTOS: CAPACIDAD PORTANTE: \LRECUBRIMIENTOS LIBRES (r)\l: EMPALMES Y DOBLECES Estribos Empalme Horizontal (Vigas y Lozas) ESPECIFICACIONES TECNICAS CONCRETO ARMADO: X z .90 .70 .40 3/4'' d 1/4" 1/2'' 5/8'' 3/8'' --- Z --- --- 0.10 0.08 .50 .30 X 04.0 cm. en Placas caravista 04.0 cm. en Vigas caravista 10.0 cm. en zapatas qs=1.266 kgf/cm2 según E.M.S. r r En zapatas y placas fc'=210 Kgf/cm2 Vigas, losas Macizas fc'=210 Kgf/cm2 ACERO DE REFUERZO: fy=4200 Kg/cm2 ASTM - A615-G60 CONCRETO SIMPLE: SOLADO : C:H-1:12 FALSO PISO : C:H-1:10+30%PG Triboline - Sivia - Huanta - Ayacucho \A1;.02 \A1;.02 DETALLE DE CHAFLÁN ESC:1/1 Elemento DETALLE DE CHAFLÁN NOTA: detalle de chaflán en elementos estructurales como en la placa y Vigas del pasillo que son de acabado caravista. Estructural h(solado)=0.10m 5 ANCLAJE DE PLACA EN ZAPATA (ESC :1/25) 5 TERRENO NATURAL 5 4#3/8",@0.15m #3/8", 1@0.05m,12@0.10m, r@0.20m \A1;NOTA: Las columnas son de acabado caravista y con chaflán (ver detalle de chafllán) CORTE Y DETALLES DE VIGAS PLACA ZAPATA DE ESCALERA ESC:1/25 \A1;15Ø5/8"@0.17m \A1;2Ø5/8"@0.25m \A1;20Ø5/8"@0.20m 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 14d3/4" 5 5 \A1;[] 3/8", 1@5cm, 12@10cm, resto@20cm 5 5 5 5 5 \A1;[] 1/4", 1@5cm, resto@20cm 14d3/8" 14d3/4" \A1;[] 3/8", 1@5cm, 12@10cm, resto@20cm detalle de chafán ESC:1/25 : máx. 1.5 cm : máx. 1.5 cm TARRAJEO DE LA PARTE INFERIOR DE GRADAS: Contrapaso Paso : máx. 1.5 cm : máx. 1.5 cm ACABADO DE LA PARTE SUPERIOR DE GRADAS: S/C(ESCALERA)=400kgf/m2 P.Acabados =120kgf/m2 Contrapaso Paso N.P.T.+0.00 RC-250 (e=1") PISO GRESS CERAMICO Material Afirmado para Base PARTE FRONTAL DE ESCALERA Vereda 5 PLACA CARAVISTA COBERTURA LIVIANA DE POLICARBONATO EXTRUCTURA DE TUBO LAC Ø=2" EXTRUCTURA DE TUBO LAC Ø=2" COBERTURA LIVIANA DE POLICARBONATO COBERTURA LIVIANA DE POLICARBONATO NP+1.82 N.P.T.+0.00 RC-250 (e=1") PISO GRESS CERAMICO PARTE FRONTAL DE ESCALERA 5 Material Afirmado para Base 6Ø1/2" Ø3/8"@0.25 3Ø3/8"@0.30 \A1;Ø3/8"@0.20m \A1;1Ø3/4" \A1;1Ø1/2" \A1;Ø3/8"@0.20m \A1;1Ø3/4" \A1;1Ø1/2" \A1;Ø1/2"@0.20m \A1;Ø1/2"@0.20m \A1;Ø3/8"@0.20m \A1;Ø3/8"@0.20m Ø3/8"@0.25 3Ø3/8"@0.30 Ø3/8"@0.25 3Ø3/8"@0.30 \A1;Ø1/2"@0.20m \A1;Ø1/2"@0.20m \A1;Ø3/8"@0.20m \A1;Ø3/8"@0.20m \A1;Ø1/2"@0.20m \A1;Ø1/2"@0.20m \A1;Ø3/8"@0.20m \A1;Ø3/8"@0.20m Ø3/8"@0.25 3Ø3/8"@0.30 Ø3/8"@0.25 3Ø3/8"@0.30 \A1;Ø1/2"@0.20m \A1;Ø1/2"@0.20m \A1;Ø3/8"@0.20m \A1;Ø3/8"@0.20m ARMADO DE ACERO DE LOSA MACIZA Y GRADERÍA \A1;ESC: 1/25 Vereda \A1;VIGA DESCANSO \A1;VIGA DESCANSO \A1;VIGA PASILLO \A1;VIGA PASILLO \W6.73016; NOTA: \W5.95238; NP=NIVEL DE PISO SIN ACABAR NP+5.585 NP+8.935 5 NP+3.715 NP+7.48 NP+10.83 \A1;Ø3/8"@0.20m \A1;1Ø3/4" \A1;1Ø1/2" \A1;Ø3/8"@0.20m \A1;1Ø3/4" \A1;1Ø1/2" Ø3/8"@0.25 3Ø3/8"@0.30 Ø3/8"@0.25 3Ø3/8"@0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 DETALLE DE GRADERIA ESC:1/25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 .015 5 CORTE E3-E3 ESC:1/25 5 .315 5 11Ø3/4" CORTE E4-E4 ESC:1/25 5 .315 5 6Ø3/4" 5 5 5 5 \A1;3Ø3/4" E3 E3 \A1;3Ø3/4" \A1;3Ø3/4" CORTE E1-E1 ESC:1/25 5 var. 5 6Ø3/4" \A1;3Ø3/4" E1 E1 E2 E2 CORTE E2-E2 ESC:1/25 5 var. 5 9Ø3/4" 5 \A1;proyeccion de la gradería porterior \A1;proyeccion de la gradería porterior ZAPATA PLACA PLACA \A1;1Ø3/4" \A1;3Ø3/4" E4 E4 \A1;3Ø3/4" \A1;3Ø3/4" \A1;4Ø3/4" 5 5 5 VIGAS DEL DESCANSO VIGAS DEL PASILLO ARMADO DE ACERO DE LAS VIGAS DEL DESCANSO Y PASADIZO \A1;ESC: 1/25 detalle de chafán detalle de chafán detalle de chafán detalle de chafán detalle de chafán detalle de chafán detalle de chafán PLACA \A1;proyeccion de la gradería empotrada .175 5 5 5 \A1;proyeccion de la gradería empotrada \A1;los ultimos 5 contrapasos son de h=17.5cm 5 5 \A1;los ultimos 5 contrapasos son de h=17.5cm \A1;los ultimos 5 contrapasos son de h=17.5cm 5 5 .175 .175 .175 .175 .175 5 5 .175 .175 .175 .175 .175 \A1;ver detalle N°:1 \A1;ver detalle N°:1 \A1;18 [] 3/8", 1@5cm, 9@10cm, 3@15cm, resto@20cm \A1;18 [] 3/8", 1@5cm, 9@10cm, 3@15cm, resto@20cm \A1;3Ø1/2" \A1;9 [] 3/8", 1@5cm, 5@10cm, 3@20cm \A1;4Ø1/2" \A1;6Ø1/2" 5 \A1;3Ø1/2" \A1;3Ø1/2" \A1;9 [] 3/8", 1@5cm, 5@10cm, 3@20cm \A1;4Ø1/2" \A1;6Ø1/2" 5 COBERTURA LIVIANA DE POLICARBONATO EXTRUCTURA DE TUBO LAC Ø=2" EXTRUCTURA DE TUBO LAC Ø=2" COBERTURA LIVIANA DE POLICARBONATO COBERTURA LIVIANA DE POLICARBONATO \A1;3Ø1/2" detalle de chafán detalle de chafán 03 ESTRUCTURAS DE ACERO ARMADURA LONGITUDINAL \A1;5Ø3/4" \A1;2Ø1/2" \A1;5Ø3/4" \A1;2Ø1/2" \A1;7Ø3/4" \A1;7Ø3/4" TECHO TECHO DE ESCALERA ESC:1/25 1 COBERTURA LIVIANA DE POLICARBONATO ARMADURA LONGITUDINAL ARMADURA LONGITUDINAL ARMADURA TRANSVERSAL ARMADURA TRANSVERSAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 COBERTURA LIVIANA DE POLICARBONATO ARMADURA LONGITUDINAL ARMADURA TRANSVERSAL ARMADURA TRANSVERSAL \A1;ESC: 1/25 1 PLACA VIGA TRANSVERSAL ARMADURA LONGITUDINAL ARMADURA LONGITUDINAL ARMADURA LONGITUDINAL EXTRUCTURA DE TUBO LAC Ø=2" EXTRUCTURA DE TUBO LAC Ø=2" EXTRUCTURA DE TUBO LAC Ø=2" 5 5 5 5 5 5 5 variable según ubicación 5 2.485 5 5 5 5 5 5 5 5 5 5 LOSA ARMADA e=15cm LOSA ARMADA e=15cm LOSA ARMADA e=20cm LOSA ARMADA e=20cm PLACA ARMADA e=30cm PLACA ARMADA e=30cm .12 CORTE 1-1 .50 5 5 N.P.T.+0.00 RC-250 (e=1") JUNTA ASFALTICA PISO CERAMICO Vereda 5 N.S.C.-0.30 ACABADO TARRAJEO e=1.5cm N.V.+0.00 ESC:1/25 Junta Asfaltica RC-250, e=1" Concreto Ciclopeo C:H-1:8+25%PM Concreto Ciclopeo C:H-1:10+30%PG Terreno Natural Material Afirmado para Base Material propio Selecionado para relleno 5 5 5 5 5 Concreto f'c=210 kgf/cm2 Viga de Cimentación 5 N.F.C.-1.25 N.V.C.-1.15 ACABADO TARRAJEO e=1.5cm 1 1 1 1 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PLANTA ESCALERA TIPO II: VER ARQUITECTURA ESC:1/25 CUARTO DE MAQUINA Y/O CUARTO DE CONSERJE

Language	Spanish
Drawing Type	Detail
Category	Stairways
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Car Parking Lot
Tags	autocad, construction, cuts, degrau, DETAIL, details, DWG, échelle, escada, escalier, étape, ladder, leiter, sizing, specification, staircase, staircase detail staircase construction, stairway, step, stufen, treppe, treppen