Two Family Structures DWG Block for AutoCAD

Two Family Structures DWG Block for AutoCAD

STRUCTURE – Two family lightened

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

concreted, board of, board of, concreted, board of, concreted, board of, concreted, section, in case of no, sticking to the, indicated areas, inside will be spliced ​​on the supports, the splicing length being equal, for iron of cm. for iron, for lightened beams steel, do not spliced ​​more, of the area, splicing length, mm., mm., lower reinforcement, anyone, lower reinforcement, mm., mm., all longitudinal steel will be corrugated, splicing on beams slabs, total in one, section, with percentages, the length of, join in consulting the designer., cement mortar, if you have alveoli these, of volume, all wall masonry units will be manufactured, with the minimum dimensions indicated in this, may be made of silica clay., classify as minimum with type iv of the itintec standard, masonry f’m, masonry unit:, corresponding, they will not exert the, masonry, fb, mortar types, cement, lime, until, sand, supporting walls, non-load bearing walls, applications, components, kind, see detail, curing should start as soon as the concrete surface, this is hard enough not to be marked by irrigation, the water coverage. the minimum curing time is days., of the land., for columns beams., concrete for foundations false floors floors will be, of a resistance of the days in standard test, resistance breaking by compression the standard, the water used to prepare the concrete will be potable water., for slabs., astm. fc, maximum slump, As minimum., concrete for foundations., maximum aggregate: for foundation, manual compaction system, minimum quantity of cement bags by, creep load, loading, astm corrugations., all bars will be bent to cold., basic specifications for construction, excavations for the wall structures will be carried out, according to the flush lines indicated in the drawings. the, dimensions of the excavations will be such as to enable the, in all their width the corresponding structures., ground:, masonry:, stairs, simple concrete:, lightened plant, lightened roof, steel:, columns, Technical specifications, concrete, false floor thickness, slabs, flat beams, shoes, large stone max., cantilevered beams, fc, slabs, overloads, efforts, simple concrete, coatings, fc, reinforced concrete, foundation:, development:, fc, soles for shoes:, concrete cement, cement type ms to be used, foundation beams, lightened plant, detail of foundations developments, rto., fc, overcoming, foundation, pilca stone, esc., section, rope wall, esc., pilca stone, foundation, section, rope wall, rto., fc, overcoming, esc., pilca stone, foundation, section, ground, concrete, false floor, natural, n.f.p., ground, concrete, rto., fc, overcoming, ground, concrete, false floor, natural, n.f.p., ground, concrete, natural, n.f.p., false floor, n.sup.sc., false floor, confinement detail of, perimeter walls, overcoming, wire spun, beam bottom, column, your B. pvc salt, concrete, wire, brick wall, detail reinforcement in, drainage ventilation, esc., specified master, specified, ribbon bending

Raw text data extracted from CAD file:

HORMIGONADO JUNTA DE 2 r r 2 JUNTA DE HORMIGONADO JUNTA DE HORMIGONADO JUNTA DE HORMIGONADO SECCION D-D 2 r r 2 b h B B b.- En caso de no empalmarse en las zonas indicadas ó de 1/2" o 5/8". interior se empalmara sobre los apoyos siendo la longitud de empalme igual a 25cm. para fierro de 3/8" y 35 cm. para fierro de c.- Para aligerados y vigas chatas, el acero a.- No empalmar mas del 50% del Area N O T A 5 5 Longitud de Empalme (La) Ø mm. 6 mm. 8 Refuerzo Inferior 0.30 0.30 0.35 H Cualquiera Refuerzo Inferior H < 0.30 H > 0.30 mm. 4.7 3/8" 0.35 0.40 0.50 0.60 1/2" 5/8" 3/4" 1.15 1" mm. 12 0.40 0.30 0.30 0.35 0.40 0.40 0.45 0.55 1.00 0.40 0.30 0.35 0.45 0.45 0.50 0.60 0.75 1.30 0.50 d.- todo acero longitudinal sera corrugado 5 5 5 5 5 5 5 H EMPALME EN VIGAS Y LOSAS total en una misma seccion con los porcentajes especificados,aumentar la longitud de empalme en 70% o consultar al proyectista. \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/3 \A1;L/3 \A1;L/3 \A1;H \A1;La \A1;La MORTERO : P1-C CEMENTO :CAL: ARENA 1:1:4 SI TIENE ALVEOLOS ESTOS DEL VOLUMEN TODAS LAS UNIDADES DE ALBAÑILERIA DE MUROS SE FABRICARAN CON LAS DIMENSIONES MINIMAS INDICADAS EN ESTE PLANO, PODRAN SER DE ARCILLA O SILICO CALCAREO, DEBERAN CLASIFICAR COMO MINIMO CON EL TIPO IV DE LA NORMA ITINTEC 0.12 ALBAÑILERIA : f'm = 45 Kg/cm2 UNIDAD DE ALBAÑILERIA: CORRESPONDIENTE NO EXEDERAN EL 25 ALBAÑILERIA : f'b = 130 Kg/cm2 % 0.10 0.22 \A1;.10 \A1;.05 \A1;.60 \A1;.60 \A1;.10 \A1;.20 \A1;.05 \A1;.10 \A1;.05 \A1;.05 \A1;.10 \A1;.05 \A1;.05 \A1;.10 \A1;.10 \A1;.60 \A1;.60 \A1;.30 \A1;.60 \A1;.50 \A1;.15 \A1;.50 \A1;.60 \A1;.30 \A1;.60 \A1;.15 \A1;.50 \A1;a \A1;ESPECIFICADO \A1;45° \A1;45° \A1;0.20 \A1;0.15 \A1;.60 \A1;.60 \A1;0.12 \A1;0.10 \A1;0.22 1 1 TIPOS DE MORTERO 1 CEMENTO 0 a 1/2 0 a 1/4 - CAL 4 a 5 3 a 3 ½ Hasta 6 ARENA Muros Portantes Muros Portantes Muros No Portantes USOS COMPONENTES P2 P1 NP TIPO VER DETALLE EL CURADO DEBE INICIARSE TAN PRONTO LA SUPERFICIE DEL CONCRETO ESTE LO SUFICIENTEMENTE DURA PARA NO QUEDAR MARCADA POR EL RIEGO O LA COBERTURA DE AGUA. EL TIEMPO DE CURADO MINIMO ES DE 7 DIAS. 6.-CURADO. = 1.0 kg/cm² 5.-RESISTENCIA DEL TERRENO. 2.-CONCRETO. 3/4" PARA COLUMNAS Y VIGAS. EL CONCRETO PARA CIMIENTOS CORRIDOS, GRADAS Y FALSO PISOS SERA DE DE UNA RESISTENCIA DE 100Kg/cm² A LOS 28 DIAS EN PRUEBA STANDARD RESISTENCIA A LA ROTURA POR COMPRESION A LOS 28 DIAS, STANDARD EL AGUA EMPLEADA PARA PREPARAR EL CONCRETO SERA AGUA POTABLE. 1/2" PARA LOSAS. ASTM. f'c =210kg/cm2 SLUMP MAXIMO 4" 3.-ACERO. 4.-ALBANILERIA. ASTM, COMO MINIMO. CONCRETO PARA CIMIENTOS. AGREGADO MAXIMO: 2" PARA LA CIMENTACION SISTEMA DE COMPACTACION MANUAL CANTIDAD MINIMA DE CEMENTO 6 BOLSAS POR M³ CARGA DE FLUENCIA 4,200 kg/cm² CARGA DE ROPTURA 5,600 kg/cm² CORRUGACIONES ASTM. 305 TODAS LAS BARRAS SERAN DOBLADAS AL FRIO. ESPECIFICACIONES BASICAS PARA LA CONSTRUCCION LAS EXCAVACIONES PARA LAS ESTRUCTURAS O MUROS SERAN EFECTUADAS DE ACUERDO A LAS LINEAS RASANTES INDICADAS EN LOS PLANOS. LAS DIMENSIONES DE LAS EXCAVACIONES SERAN TALES QUE PERMITAN COLOCAR EN TODO SU ANCHO LAS ESTRUCTURAS CORRESPONDIENTES. 1.-EXCAVACIONES. TERRENO: ALBAÑILERIA: ESCALERA CONCRETO SIMPLE: ALIGERADO 2ª PLANTA ALIGERADO 1ª PLANTA ALIGERADO AZOTEA ACERO: COLUMNAS ESPECIFICACIONES TECNICAS CEMENTO- HORMIGON 1 : 10 + 30% DE FALSO PISO 1:10, ESPESOR 4" LOSAS ESCALERA VIGAS CHATAS ZAPATAS PIEDRA GRANDE MAX. 6" VIGAS PERALTADAS f'c = 100 kg/cm2 Rt = 0.8 kg/cm2 fm = 35 kg/cm2 fy = 4200 kg/cm2 : 300 kg/m2 : 200 kg/m2 : 300 kg/m2 : 300 kg/m2 ZAPATAS,COLUMNAS,VIGAS,ESCALERAS Y LOSAS SOBRECARGAS ESFUERZOS CONCRETO SIMPLE = 3.0 cm = 2.5 cm = 7.5 cm = 4.0 cm = 2.5 cm RECUBRIMIENTOS f'c = 210 kg/cm2 CONCRETO ARMADO CIMIENTO: SOBRECIMIENTO: f'c = 175 kg/cm2 SOLADO PARA ZAPATAS: CEMENTO - HORMIGON 1:12 SE UTILIZARA CEMENTO TIPO MS PARA C° A° VIGAS CIMENTACION = 4.0 cm ALIGERADO 3ª PLANTA : 300 kg/m2 DETALLE DE CIMIENTOS Y SOBRECIMENTOS 3 @ .15, Rto. @ .20 4Ø 3/8" f'c = 175 Kg/cm2 SOBRECIMIENTO 1/4" 3 @ .05,4 @.10, 0.6000000000000001 0.2999999999779903 0.6000000000000001 CIMIENTO 1:10 + 30% Piedra Pilca ESC. 1/20. SECCION 1 - 1 0.4999950000004901 MURO DE SOGA 0.1499984999805747 0.4999949999999445 ESC. 1/20. Piedra Pilca 1:10 + 30% CIMIENTO SECCION 2 - 2 0.6000000000000001 0.2999981874721925 0.6000000000000001 0.1499984999805747 MURO DE SOGA 3 @ .15, Rto. @ .20 4 Ø 3/8" f'c = 175 Kg/cm2 SOBRECIMIENTO 1/4" 3 @ .05,4 @.10, 0.4999949999999445 ESC. 1/20. Piedra Pilca 1:10 + 30% CIMIENTO SECCION 3 - 3 0.0999990000009348 0.0499995000001945 TERRENO HORMIGON FALSO PISO 0.6000000000000001 NATURAL 0.6000000000001819 N.F.P. + 0.10 0.1000002082924766 TERRENO HORMIGON Y 0.1999980000016876 3 @ .15, Rto. @ .20 4 Ø3/8" f'c = 175 Kg/cm2 SOBRECIMIENTO 1/4" 3 @ .05,4 @.10, 0.0499995000005583 0.0999990000000253 0.0499995000009221 TERRENO HORMIGON FALSO PISO NATURAL N.F.P. + 0.10 0.0499995000003764 0.0999990000009348 0.0499995000001945 TERRENO HORMIGON NATURAL N.F.P. + 0.10 0.0499995000005583 FALSO PISO 0.1000001874699592 N.SUP.SC. + 0.15 0.0999990000009348 FALSO PISO 5 5 DETALLE DE CONFINAMIENTO DE MUROS PERIMETRALES SOBRECIMIENTO 02 ALAMBRE N° 08 C/04 HILADAS 02 ALAMBRE N° 08 C/04 HILADAS 02 ALAMBRE N° 08 C/04 HILADAS 5 FONDO DE VIGA COLUMNA TUB. PVC SAL Ø2" Ø 1/4" CONCRETO f'c=175Kg/cm2 ALAMBRE N° 8 C/0.20 MURO LADRILLO 5 DETALLE REFUERZO EN 5 VENTILACION DESAGUE ESC. S/E. CV - 1 8mm 2 cm 10 cm 3/8" 3 cm 15 cm F PRINCIPAL ESPECIFICADO r a ESPECIFICADO 45° 45° d r a DOBLADO DE ESTRIBO \A1;.40 \A1;2.83 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;.25 \A1;.35 \A1;3.075 \A1;.25 \A1;3.500 \A1;7.000 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.075 \A1;3.500 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;2.83 \A1;.40 \A1;.25 \A1;.25 \A1;.35 \A1;3.075 \A1;.25 \A1;3.500 \A1;7.000 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.075 \A1;3.500 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;2.83 \A1;.40 \A1;.25 \A1;.25 \A1;.35 \A1;3.075 \A1;.25 \A1;3.500 \A1;7.000 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.075 \A1;3.500 \A1;.25 \A1;.25 \A1;.35 \A1;3.075 \A1;.25 \A1;3.500 \A1;7.000 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.075 \A1;3.500 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;2.83 \A1;.40 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.00 \A1;.80 \A1;.80 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.95 \A1;.95 \A1;.65 \A1;.65 \A1;.55 \A1;.55 \A1;2.70 \A1;.80 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.00 \A1;.80 \A1;.80 \A1;.95 \A1;1.00 \A1;.80 \A1;.80 \A1;.95 \A1;.95 \A1;.95 \A1;.65 \A1;.65 \A1;.55 \A1;.55 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.95 \A1;2.70 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.95 \A1;.95 \A1;.95 \A1;.65 \A1;.65 \A1;.55 \A1;.55 \A1;2.70 \A1;0.85 \A1;2.10 \A1;2.10 \A1;0.85 \A1;0.30 \A1;.10 \A1;.15 \A1;.05 \A1;.20 \A1;.10 \A1;0.30 \A1;0.30 \A1;a \A1;ESPECIFICADO \A1;45° \A1;45° \A1;0.60 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.25 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.025 R&J CAD:ESTRUCTURAS UBICACION: PLANO: EA1 LAMINA: FECHA: PROYECTO: PROPIETARIO: VIVIENDA UNIFAMILIAR Sr. ANANIAS SAYACO CRUZ DIRECCION: LOTE 36, MZ. J; AV. BRASIL - A.H. LA FLORIDA - SECHURA Dist. : SECHURA Prov. : SECHURA Dpto. : PIURA E S T R U C T U R A S INDICADA ESCALA: JULIO - 2012 Región : PIURA A L I G E R A D O \A1;1.20 \A1;.15 \A1;.15 \A1;1.20 \A1;4.000 \A1;.15 \A1;2.775 \A1;4.225 \A1;.15 \A1;7.000 \A1;.15 \A1;4.000 \A1;.15 \A1;2.775 \A1;4.225 \A1;.15 \A1;7.000 \A1;2.55 \A1;.15 \A1;4.000 \A1;.15 \A1;2.775 \A1;4.225 \A1;.15 \A1;7.000 \A1;2.55 \A1;0.20 \A1;0.15 \A1;0.70 \A1;1.60 \A1;1.60 \A1;0.70 \A1;0.50 \A1;0.50 \A1;0.20 \A1;0.30 \A1;0.25 \A1;0.50 \A1;0.20 \A1;0.30 \A1;0.25 \A1;0.50 \A1;0.20 \A1;0.30 \A1;0.25 \A1;.15 \A1;4.000 \A1;.15 \A1;2.775 \A1;4.225 \A1;.15 \A1;7.000 \A1;2.55 Resto @0.20 3/8" 3@0.05, 4@.10 2fºd1/2" 2fºd1/2" Resto @0.20 3/8" 3@0.05, 4@.10 2fºd1/2" 5 1fºd1/2" 5 5 5 2fºd1/2" 1fºd1/2" 1fºd1/2" 5 Resto @0.20 3/8" 3@0.05, 4@.10 5 Resto @0.20 3/8" 3@0.05, 4@.10 1fºd1/2" 2fºd1/2" 5 A C B 5 5 5 5 5 5 5 5 5fºd1/2" 4fºd1/2" 4fºd1/2" 5fºd1/2" 3fºd1/2" 2fºd1/2" 3fºd1/2" 2fºd1/2" Secc: 1-1 ESC : 1/20 Secc: 2-2 ESC : 1/20 Secc: 3-3 ESC : 1/20 Secc: 4-4 ESC : 1/20 1 1 2 2 3 3 4 4 VS-100; 200; 300 ESC : 1/20 400 (.25 x .35) PORTICO C:(EJES 4-4; 5-5; 6-6) 1 1 Resto @0.20 3/8" 3@0.05, 4@.10, 3@.15, Resto @0.20 3/8" 3@0.05, 4@.10, 3@.15, 2fºd1/2" VP-100; 200; 300; ESC : 1/20 5 1.600000030419324 1.600000030419688 5 2fºd5/8" 2fºd1/2" 2fºd5/8" 2fºd1/2" 3fºd5/8" 2fºd1/2" 3fºd5/8" 5 A C 5 5 5 5 5 5 5 5 5 5 5 5 2fºd5/8" 2fºd1/2" 3fºd5/8" 3fºd5/8" 3fºd5/8" 2fºd5/8" 2fºd1/2" 2fºd5/8" Secc: 1-1 ESC : 1/20 Secc: 2-2 ESC : 1/20 Secc: 3-3 ESC : 1/20 1 1 3 3 2 2 2 2 1 1 (.25 x .50) PORTICO B:(EJES 2-2) 2fºd1/2" 2fºd1/2" 2fºd1/2" 2fºd1/2" 2fºd1/2" Resto @0.20 3/8" 3@0.05, 4@.10, 3@.15, Resto @0.20 3/8" 3@0.05, 4@.10, 3@.15, 2fºd1/2" VP-100; 200; 300; ESC : 1/20 0.8500000304193236 2.100000030419687 2.100000030419687 0.8500000304189599 2fºd5/8" 2fºd1/2" 2fºd5/8" 2fºd5/8" 3fºd5/8" 2fºd5/8" 3fºd5/8" 5 A C 5 5 5 5 5 5 5 5 5 5 5 5 2fºd5/8" 2fºd1/2" 3fºd5/8" 5fºd5/8" 5fºd5/8" 2fºd5/8" 2fºd1/2" 2fºd5/8" Secc: 1-1 ESC : 1/20 Secc: 2-2 ESC : 1/20 Secc: 3-3 ESC : 1/20 1 1 3 3 2 2 2 2 1 1 (.25 x .60) PORTICO A:(EJES 3-3) 2fºd1/2" 2fºd1/2" 2fºd1/2" \A1;0.90 \A1;0.65 \A1;0.90 \A1;1.20 \A1;0.55 \A1;0.55 \A1;0.35 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 \A1;.15 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;.15 \A1;.60 \A1;.15 \A1;.15 \A1;1.60 \A1;.15 \A1;.15 \A1;1.40 \A1;.15 \A1;1.55 \A1;.35 \A1;.15 \A1;2.05 \A1;.15 \A1;2.50 \A1;.15 \A1;.15 \A1;1.40 \A1;.15 \A1;1.55 \A1;.35 \A1;.15 \A1;2.05 A 5 0.25 0.25 5 5 5 0.25 0.25 0.25 TAPA REGISTRO 5 0.25 0.25 1 Ø3/8" @ 0.20 h. LOSA :0.15 0.25 5 5 5 5 5 5 5 5 5 5 5 1 Ø3/8" @ 0.20 5 A B B \A1;2.50 \A1;.15 \A1;1.60 \A1;.15 \A1;.15 \A1;1.90 \A1;.15 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;.60 \A1;.15 \A1;2.80 \A1;1.90 \A1;.60 \A1;1.90 1d3/8"@.20 0.1500000000007731 1.599999999999909 0.1499999999996362 0.1500000000005457 0.40 1.400000000001 0.1499999999991815 0.1499999999989541 0.1500000000005457 Ø6mm @ 0.10 0.5999999999994543 0.1500000000005457 1.549999999999955 0.3500000000001364 0.1499999999998636 5 0.40 0.40 0.40 1d3/8"@.20 1d3/8"@.20 1d3/8"@.20 1d3/8"@.20 0.1500000000007731 2.500000000000909 0.1499999999996362 0.1499999999996362 0.40 1.400000000001 0.1499999999991815 0.1499999999989541 0.1499999999996362 Ø6mm @ 0.10 0.6000000000003638 0.1499999999996362 1.549999999999955 0.3500000000001364 0.1499999999998636 5 0.40 0.40 0.40 1d3/8"@.20 1d3/8"@.20 1d3/8"@.20 \A1;2.50 \A1;.15 \A1;1.60 \A1;.15 \A1;.15 \A1;1.90 \A1;.15 \A1;.15 \A1;.15 \A1;1.00 \A1;.15 \A1;.60 \A1;.15 \A1;2.80 \A1;1.90 \A1;.60 \A1;1.90 \A1;2.80 A 0.1500000000010004 0.25 0.25 0.1500000000000909 0.1499999999996362 1.000000000000455 0.25 0.25 0.25 TAPA REGISTRO 0.1499999999996362 0.25 0.25 1 Ø3/8" @ 0.20 h. LOSA :0.15 0.25 2.499999999999091 0.1500000000005457 1.600000000001273 0.1499999999996362 0.6000000000003638 0.1499999999996362 0.1500000000010004 2.799999999999272 1.900000000001 1.899999999998727 0.6000000000012733 1 Ø3/8" @ 0.20 1.900000000001 A B B 2.799999999999272 49 50 51 52 53 56 57 54 55 44 43 40 42 41 46 45 47 48 VS-101(.15X.40) 0.2500000000086402 0.2500000000100044 0.3500000000003638 3.07499999997026 0.2500000000300133 3.500000000000455 A B C FONDO= 7.000 7 6 5 4 3 2 1 3.029999999999859 5 0.2499999999986358 0.2499999999998863 2.920000000000073 0.25 2.980000000000018 0.25 2.990000000000009 0.25 3.7999999999995 0.2500000000001137 2.580000000000496 0.4000000000000909 3.170000000000073 3.230000000000018 3.240000000000009 4.0499999999995 3.1050000000007 5 3.07499999997026 3.500000000000455 7 6 5 4 3 2 1 3.029999999999859 5 0.2499999999986358 0.2499999999998863 2.920000000000073 0.25 2.980000000000018 0.25 2.990000000000009 0.25 3.7999999999995 0.25 2.580000000000609 0.4000000000000909 3.170000000000073 3.230000000000018 3.240000000000009 4.0499999999995 3.1050000000007 5 2.830000000000723 0.4000000000003183 0.2500000000086402 0.2500000000100044 0.3500000000003638 3.07499999997026 0.2500000000300133 3.500000000000455 A B C FONDO= 7.000 7 6 5 4 3 2 1 3.029999999999859 5 0.2499999999986358 0.2499999999998863 2.920000000000073 0.25 2.980000000000018 0.25 2.990000000000009 0.25 3.7999999999995 0.2500000000001137 2.580000000000496 0.4000000000000909 3.170000000000073 3.230000000000018 3.240000000000009 4.0499999999995 3.1050000000007 5 3.07499999997026 3.500000000000455 7 6 5 4 3 2 1 3.029999999999859 5 0.2499999999986358 0.2499999999998863 2.920000000000073 0.25 2.980000000000018 0.25 2.990000000000009 0.25 3.7999999999995 0.25 2.580000000000609 0.4000000000000909 3.170000000000073 3.230000000000018 3.240000000000009 4.0499999999995 3.1050000000007 5 2.830000000000723 0.4000000000003183 0.2500000000086402 0.2500000000100044 0.3500000000003638 3.07499999997026 0.2500000000300133 3.500000000000455 A B C FONDO= 7.000 7 6 5 4 3 2 1 3.029999999999859 5 0.2499999999986358 0.2499999999998863 2.920000000000073 0.25 2.980000000000018 0.25 2.990000000000009 0.25 3.7999999999995 0.2500000000001137 2.580000000000496 0.4000000000000909 3.170000000000073 3.230000000000018 3.240000000000009 4.0499999999995 3.1050000000007 5 3.07499999997026 3.500000000000455 7 6 5 4 3 2 1 3.029999999999859 5 0.2499999999986358 0.2499999999998863 2.920000000000073 0.25 2.980000000000018 0.25 2.990000000000009 0.25 3.7999999999995 0.25 2.580000000000609 0.4000000000000909 3.170000000000073 3.230000000000018 3.240000000000009 4.0499999999995 3.1050000000007 5 2.830000000000723 0.4000000000003183 0.2500000000086402 0.2500000000100044 0.3500000000003638 3.07499999997026 0.2500000000300133 3.500000000000455 A B C FONDO= 7.000 7 6 5 4 3 2 1 3.029999999999859 5 0.2499999999986358 0.2499999999998863 2.920000000000073 0.25 2.980000000000018 0.25 2.990000000000009 0.25 3.7999999999995 0.2500000000001137 2.580000000000496 0.4000000000000909 3.170000000000073 3.230000000000018 3.240000000000009 4.0499999999995 3.1050000000007 5 3.07499999997026 3.500000000000455 7 6 5 4 3 2 1 3.029999999999859 5 0.2499999999986358 0.2499999999998863 2.920000000000073 0.25 2.980000000000018 0.25 2.990000000000009 0.25 3.7999999999995 0.25 2.580000000000609 0.4000000000000909 3.170000000000073 3.230000000000018 3.240000000000009 4.0499999999995 3.1050000000007 5 2.830000000000723 0.4000000000003183 VS-101(.15X.40) VS-100(.25X.35) VS-100(.25X.35) VS-100(.25X.35) VS-100(.25X.35) VS-100(.25X.35) VS-100(.25X.35) VP-100(.25X.60) VP-101(.25X.50) VP-102(.40X.25) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-101(.15X.40) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VP-102(.40X.25) VA-100(.25X.20) 0.9999547578910324 0.7999999999999545 0.8000000000006366 0.7999999999992724 0.8000000000006366 0.8000000000006366 0.7999999999994998 1.0 0.9999547578910324 0.7999999999999545 0.8000000000006366 0.7999999999992724 0.8000000000006366 0.8000000000006366 0.7999999999994998 0.7999999999999545 0.9500000000000455 0.9500000000000455 0.6499999999999773 0.6500000000019099 0.5499284208739255 0.5499999999999545 2.699999999999591 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" ESCALERA VACIO 2.40 m x 3.80 m ESCALERA VACIO 2.40 m x 3.80 m ESCALERA VACIO 2.40 m x 3.80 m VACIO 0.90 m x 2.08 m VACIO 1.95 m x 1.75 m VACIO 0.90 m x 2.08 m VACIO 0.90 m x 2.08 m VACIO 0.90 m x 2.08 m VACIO 1.95 m x 1.75 m VA-100(.25X.20) VA-200(.25X.20) VA-200(.25X.20) 0.9999547578910324 0.7999999999999545 0.8000000000006366 0.7999999999992724 0.8000000000006366 0.8000000000006366 0.7999999999994998 1.0 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 0.9999547578910324 0.7999999999999545 0.8000000000006366 0.7999999999992724 0.8000000000006366 0.8000000000006366 0.7999999999994998 1.0 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 0.9999547578910324 0.7999999999999545 0.8000000000006366 0.952376659532888 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 0.9999547578910324 0.7999999999999545 0.8000000000006366 0.952376659532888 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 0.9999547578910324 0.7999999999999545 0.8000000000006366 0.7999999999992724 0.8000000000006366 0.9537891975215871 0.9500000000000455 0.9500000000000455 0.6499999999999773 0.6500000000019099 0.5499284208739255 0.5499999999999545 2.699999999999591 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" .VD. VIGA COLGANTE e=0.10m 0.7500000054455995 0.7502407148950851 Fºd1/2" Fºd1/2" Fºd1/2" 0.7500000054455995 0.7502407148950851 Fºd1/2" Fºd1/2" Fºd1/2" 0.7500000054455995 0.7502407148950851 Fºd1/2" Fºd1/2" Fºd1/2" 0.9999547578910324 0.7999999999999545 0.8000000000006366 0.7999999999992724 0.8000000000006366 0.9537891975215871 0.9500000000000455 0.9500000000000455 0.6499999999999773 0.6500000000019099 0.5499284208739255 0.5499999999999545 2.699999999999591 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" (ver plano de aligerado) ACERO TRANSVERSAL 5 .10 5 .05 5 .10 BLOQUE HUECO 30x30x12cm. 5 (ver plano de aligerado) ACERO DE TEMPERATURA d 1/4" @ 0.25 ESC : 1/10 5 LOSA ALIGERADA TIPICA 8mm 2 cm 10 cm 3/8" 3 cm 15 cm F PRINCIPAL ESPECIFICADO r a ESPECIFICADO 45° 45° d r a DOBLADO DE ESTRIBO 4 Ø3/8" 1/4" 2@ .05 + 3@ .10; 4 Ø1/2" 4 Ø1/2" 3/8" 3@ 0.05 + 4@ 0.10; 3/8" 3@ 0.05 + 4@ 0.10; 5 5 2fºd1/2" 2fºd1/2" VA-100, 200, 300 ESC : 1/20 Rto. @ 0.20 c/e. VS.VA-101, 201, 301 Rto. @ 0.20 c/e. VD-101, 201, 301 Rto. @ .25 c/e. 5 5 2fºd1/2" 2fºd1/2" 5 5 4fºd3/8" d1/4"@0.25 5 0.025 DE ARRIOSTRE DETALLE TIPICO DE VIGUETA 2fºd1/2" ESC : 1/10 400 (.25X.20) 401 (.15X.40) (.10X.40) ESC : 1/20 ESC : 1/20 0.1500000000005457 1.199999999999818 3.999999999998636 0.1500000000014552 5 5 0.1500000000005457 A A' C ENTRADA= 5 1.199999999999818 0.1500000000005457 PLANTA ALIGERADO 1° PISO ESC. 1/50 0.1500000000005457 3.999999999998636 0.1500000000014552 5 5 0.1500000000005457 A A' C ENTRADA= 5 2.549999999999272 PLANTA ALIGERADO 2° PISO ESC. 1/50 0.1500000000005457 3.999999999998636 0.1500000000014552 5 5 0.1500000000005457 A A' C ENTRADA= 5 2.549999999999272 PLANTA ALIGERADO 3° PISO ESC. 1/50 5 5 2fºd1/2" 2fºd1/2" R&J CAD:ESTRUCTURAS UBICACION: PLANO: EA2 LAMINA: FECHA: PROYECTO: PROPIETARIO: VIVIENDA UNIFAMILIAR Sr. ANANIAS SAYACO CRUZ DIRECCION: LOTE 36, MZ. J; AV. BRASIL - A.H. LA FLORIDA - SECHURA Dist. : SECHURA Prov. : SECHURA Dpto. : PIURA E S T R U C T U R A S INDICADA ESCALA: JULIO - 2012 Región : PIURA A L I G E R A D O ESCALERA ALIGERADO 2ª PLANTA ALIGERADO 1ª PLANTA ALIGERADO AZOTEA ACERO: ESPECIFICACIONES TECNICAS fy = 4200 kg/cm2 : 300 kg/m2 : 200 kg/m2 : 300 kg/m2 : 300 kg/m2 ZAPATAS,COLUMNAS,VIGAS,ESCALERAS Y LOSAS SOBRECARGAS ESFUERZOS f'c = 210 kg/cm2 CONCRETO ARMADO ALIGERADO 3ª PLANTA : 300 kg/m2 LOSAS ESCALERA VIGAS CHATAS VIGAS PERALTADAS = 2.5 cm = 4.0 cm = 2.5 cm RECUBRIMIENTOS COLUMNAS = 3.0 cm 0.1500000000005457 3.999999999998636 0.1500000000014552 5 5 0.1500000000005457 A A' C ENTRADA= 5 2.549999999999272 PLANTA ALIGERADO AZOTEA ESC. 1/50 2fºd1/2" 4 Ø1/2" 3/8" 3@ 0.05 + 4@ 0.10; VF-100, 200, 300 Rto. @ 0.20 c/e. (.15X.20) ESC : 1/20 VS-201(.15X.40) VS-201(.15X.40) VS-200(.25X.35) VS-200(.25X.35) VS-200(.25X.35) VP-200(.25X.60) VP-202(.40X.25) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-201(.15X.40) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VP-202(.40X.25) VA-200(.25X.20) VS-301(.15X.40) VS-301(.15X.40) VS-300(.25X.35) VS-300(.25X.35) VS-300(.25X.35) VP-300(.25X.60) VP-302(.40X.25) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-301(.15X.40) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VP-302(.40X.25) VA-300(.25X.20) VS-401(.15X.40) VS-401(.15X.40) VS-400(.25X.35) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VS-400(.25X.35) VS-200(.25X.35) VS-200(.25X.35) VS-200(.25X.35) VS-300(.25X.35) VS-300(.25X.35) VS-300(.25X.35) VA-300(.25X.20) VP-201(.25X.50) VP-301(.25X.50) VS-400(.25X.35) VS-400(.25X.35) VA-300(.25X.20) VA-301(.15X.40) VA-300(.25X.20) VA-200(.25X.20) VA-201(.15X.40) VA-200(.25X.20) VF-201(.15X.20) VF-301(.15X.20) \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.15 \A1;.25 \A1;.25 \A1;.35 \A1;3.075 \A1;.25 \A1;3.500 \A1;7.000 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.075 \A1;3.500 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;2.83 \A1;.40 \A1;.25 \A1;.25 \A1;.35 \A1;3.075 \A1;.25 \A1;3.500 \A1;7.000 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.075 \A1;3.500 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;2.83 \A1;.40 \A1;.25 \A1;.25 \A1;.35 \A1;3.075 \A1;.25 \A1;3.500 \A1;7.000 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.075 \A1;3.500 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;2.83 \A1;.40 \A1;.25 \A1;.25 \A1;.35 \A1;3.075 \A1;.25 \A1;3.500 \A1;7.000 \A1;3.03 \A1;3.405 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;3.075 \A1;3.500 \A1;3.03 \A1;3.405 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.95 \A1;.95 \A1;.65 \A1;.65 \A1;.55 \A1;.55 \A1;2.70 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;1.00 \A1;1.00 \A1;.80 \A1;.80 \A1;.95 \A1;1.00 \A1;.80 \A1;.80 \A1;.95 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.95 \A1;.95 \A1;.95 \A1;.65 \A1;.65 \A1;.55 \A1;.55 \A1;2.70 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;.75 \A1;1.00 \A1;.80 \A1;.80 \A1;.80 \A1;.80 \A1;.95 \A1;.95 \A1;.95 \A1;.65 \A1;.65 \A1;.55 \A1;.55 \A1;2.70 \A1;0.30 \A1;.10 \A1;.15 \A1;.05 \A1;.20 \A1;.10 \A1;0.30 \A1;0.30 \A1;a \A1;ESPECIFICADO \A1;45° \A1;45° \A1;.15 \A1;4.000 \A1;.15 \A1;2.775 \A1;4.225 \A1;.15 \A1;7.000 \A1;2.55 \A1;0.20 \A1;0.10 \A1;0.10 \A1;0.025 \A1;.15 \A1;1.20 \A1;4.000 \A1;.15 \A1;2.775 \A1;4.225 \A1;.15 \A1;7.000 \A1;1.20 \A1;.15 \A1;.15 \A1;4.000 \A1;.15 \A1;2.775 \A1;4.225 \A1;.15 \A1;7.000 \A1;2.55 \A1;.15 \A1;4.000 \A1;.15 \A1;2.775 \A1;4.225 \A1;.15 \A1;7.000 \A1;2.55 \A1;0.20 \A1;0.15 \A1;.25 \A1;.25 \A1;2.92 \A1;.25 \A1;2.98 \A1;.25 \A1;2.99 \A1;.25 \A1;3.80 \A1;.25 \A1;2.58 \A1;.40 \A1;3.170 \A1;3.230 \A1;3.240 \A1;4.050 \A1;3.105 \A1;20.20 \A1;2.83 \A1;.40 49 50 51 52 53 56 57 54 55 44 43 40 42 41 46 45 47 48 VS-101(.15X.40) 5 5 5 5 5 5 A B C FONDO= 7.000 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 6 5 4 3 2 1 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 A B C FONDO= 7.000 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 6 5 4 3 2 1 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 A B C FONDO= 7.000 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 6 5 4 3 2 1 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 A B C FONDO= 7.000 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 VS-101(.15X.40) VS-100(.25X.35) VS-100(.25X.35) VS-100(.25X.35) VS-100(.25X.35) VS-100(.25X.35) VS-100(.25X.35) VP-100(.25X.60) VP-101(.25X.50) VP-102(.40X.25) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-101(.15X.40) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VP-102(.40X.25) VA-100(.25X.20) 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" ESCALERA VACIO 2.40 m x 3.80 m ESCALERA VACIO 2.40 m x 3.80 m ESCALERA VACIO 2.40 m x 3.80 m VACIO 0.90 m x 2.08 m VACIO 1.95 m x 1.75 m VACIO 0.90 m x 2.08 m VACIO 0.90 m x 2.08 m VACIO 0.90 m x 2.08 m VACIO 1.95 m x 1.75 m VA-100(.25X.20) VA-200(.25X.20) VA-200(.25X.20) 5 5 5 5 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 5 5 5 5 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" .VD. VIGA COLGANTE e=0.10m 5 5 Fºd1/2" Fºd1/2" Fºd1/2" 5 5 Fºd1/2" Fºd1/2" Fºd1/2" 5 5 Fºd1/2" Fºd1/2" Fºd1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" (ver plano de aligerado) ACERO TRANSVERSAL 0.30 .10 .15 .05 .20 .10 BLOQUE HUECO 30x30x12cm. 0.30 (ver plano de aligerado) ACERO DE TEMPERATURA d 1/4" @ 0.25 ESC : 1/10 0.30 LOSA ALIGERADA TIPICA 8mm 2 cm 10 cm 3/8" 3 cm 15 cm F PRINCIPAL ESPECIFICADO r a ESPECIFICADO 45° 45° d r a DOBLADO DE ESTRIBO 4 Ø3/8" 1/4" 2@ .05 + 3@ .10; 4 Ø1/2" 4 Ø1/2" 3/8" 3@ 0.05 + 4@ 0.10; 3/8" 3@ 0.05 + 4@ 0.10; 5 5 2fºd1/2" 2fºd1/2" VA-100, 200, 300 ESC : 1/20 Rto. @ 0.20 c/e. VS.VA-101, 201, 301 Rto. @ 0.20 c/e. VD-101, 201, 301 Rto. @ .25 c/e. 5 5 2fºd1/2" 2fºd1/2" 5 5 4fºd3/8" d1/4"@0.25 0.10 0.025 DE ARRIOSTRE DETALLE TIPICO DE VIGUETA 2fºd1/2" ESC : 1/10 400 (.25X.20) 401 (.15X.40) (.10X.40) ESC : 1/20 ESC : 1/20 5 5 5 5 5 5 5 A A' C ENTRADA= 5 5 5 PLANTA ALIGERADO 1° PISO ESC. 1/50 5 5 5 5 5 5 A A' C ENTRADA= 5 5 PLANTA ALIGERADO 2° PISO ESC. 1/50 5 5 5 5 5 5 A A' C ENTRADA= 5 5 PLANTA ALIGERADO 3° PISO ESC. 1/50 5 5 2fºd1/2" 2fºd1/2" ESCALERA ALIGERADO 2ª PLANTA ALIGERADO 1ª PLANTA ALIGERADO AZOTEA ACERO: ESPECIFICACIONES TECNICAS fy = 4200 kg/cm2 : 300 kg/m2 : 200 kg/m2 : 300 kg/m2 : 300 kg/m2 ZAPATAS,COLUMNAS,VIGAS,ESCALERAS Y LOSAS SOBRECARGAS ESFUERZOS f'c = 210 kg/cm2 CONCRETO ARMADO ALIGERADO 3ª PLANTA : 300 kg/m2 LOSAS ESCALERA VIGAS CHATAS VIGAS PERALTADAS = 2.5 cm = 4.0 cm = 2.5 cm RECUBRIMIENTOS COLUMNAS = 3.0 cm 5 5 5 5 5 5 A A' C ENTRADA= 5 5 PLANTA ALIGERADO AZOTEA ESC. 1/50 2fºd1/2" 4 Ø1/2" 3/8" 3@ 0.05 + 4@ 0.10; VF-100, 200, 300 Rto. @ 0.20 c/e. (.15X.20) ESC : 1/20 VS-201(.15X.40) VS-201(.15X.40) VS-200(.25X.35) VS-200(.25X.35) VS-200(.25X.35) VP-200(.25X.60) VP-202(.40X.25) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-201(.15X.40) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VP-202(.40X.25) VA-200(.25X.20) VS-301(.15X.40) VS-301(.15X.40) VS-300(.25X.35) VS-300(.25X.35) VS-300(.25X.35) VP-300(.25X.60) VP-302(.40X.25) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-301(.15X.40) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VA-300(.25X.20) VP-302(.40X.25) VA-300(.25X.20) VS-401(.15X.40) VS-401(.15X.40) VS-400(.25X.35) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VA-400(.25X.20) VS-400(.25X.35) VS-200(.25X.35) VS-200(.25X.35) VS-200(.25X.35) VS-300(.25X.35) VS-300(.25X.35) VS-300(.25X.35) VA-300(.25X.20) VP-201(.25X.50) VP-301(.25X.50) VS-400(.25X.35) VS-400(.25X.35) VA-300(.25X.20) VA-301(.15X.40) VA-300(.25X.20) VA-200(.25X.20) VA-201(.15X.40) VA-200(.25X.20) VF-201(.15X.20) VF-301(.15X.20)

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, block, DWG, Family, lightened, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure, structure en acier, structures