Two Family Housing DWG Block for AutoCAD

Two Family Housing DWG Block for AutoCAD

Lightened bifamily housing

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, structures stair details, Location:, flat:, cad:, sheet:, date:, draft:, owner:, single family Home, tony alexander cabrera diego, address: lot mz. AC. aa.hh. the gardens, dist. sechura, prov. sechura, dpto. piura, indicated, scale:, tec. j.ch.p, reviewed:, jose a miñope effio, keyla yanina chapilliquen panta, April, empty, solid, slab, solid, slab, solid, slab, plane of, transverse steel, hollow block, plane of, temperature steel, esc, typical lightened slab, specified master, specified, stirrup bent, esc, rto., rto., rto., of bracing, typical detail, of joist, esc, rto., esc, stairs, empty, empty, empty, solid, slab, solid, slab, solid, slab, rest, rest, esc, portico, rest, rest, esc, portico, secc:, esc, secc:, esc, secc:, esc, secc:, esc, secc:, esc, secc:, esc, empty, stairs, empty, pendant beam, floor lightened plant, esc., stairs, empty, empty, solid, slab, solid, slab, empty, stairs, empty, pendant beam, empty, floor lightened plant, esc., box of beams, rto., esc, roofed light plant, esc., empty, solid, slab, solid, slab, solid, slab, empty, solid, slab, solid, slab

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 \A1;0.14 \A1;0.10 \A1;0.24 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 0.14 ALBAÑILERIA : f'm = 45 Kg/cm2 UNIDAD DE ALBAÑILERIA: CORRESPONDIENTE NO EXEDERAN EL 25 ALBAÑILERIA : f'b = 130 Kg/cm2 % 0.10 0.24 \A1;0.40 \A1;0.15 \A1;0.20 \A1;0.25 \A1;0.20 \A1;0.15 \A1;0.20 \A1;0.15 \A1;0.10 \A1;0.025 \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;.15 \A1;4.15 \A1;.40 \A1;2.15 \A1;.15 \A1;4.500 \A1;2.500 \A1;2.50 \A1;.40 \A1;3.10 \A1;.40 \A1;25.20 \A1;.40 \A1;1.75 \A1;.40 \A1;3.60 \A1;.40 \A1;2.07 \A1;.40 \A1;3.11 \A1;.30 \A1;3.93 \A1;.50 \A1;2.32 \A1;.40 \A1;2.32 \A1;.40 \A1;2.150 \A1;4.00 \A1;2.47 \A1;3.455 \A1;4.335 \A1;2.77 \A1;2.92 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;1.35 \A1;1.00 \A1;.60 \A1;1.10 \A1;.60 \A1;.60 \A1;2.70 \A1;1.15 \A1;.60 \A1;2.56 \A1;.60 \A1;1.25 \A1;1.15 \A1;.90 \A1;.60 \A1;2.73 \A1;.60 \A1;1.35 \A1;1.00 \A1;1.00 \A1;1.10 \A1;.60 \A1;.60 \A1;2.70 \A1;.95 \A1;.95 \A1;0.85 \A1;2.10 \A1;2.10 \A1;0.85 \A1;0.60 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.20 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.30 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.30 \A1;0.60 \A1;0.20 \A1;0.40 \A1;0.30 \A1;1.25 \A1;1.25 \A1;0.55 \A1;0.55 \A1;0.20 ESTRUCTURAS - DETALLES ESCALERA UBICACION: PLANO: CAD: E05 LAMINA: FECHA: PROYECTO: PROPIETARIO: VIVIENDA UNIFAMILIAR TONY ALEXANDER CABRERA DIEGO DIRECCION: LOTE 23, MZ. I; CA. N°12 - AA.HH. LOS JARDINES Dist. : SECHURA Prov. : SECHURA Dpto. : PIURA INDICADA ESCALA: Tec. J.CH.P REVISADO: ING° JOSE A. MIÑOPE EFFIO KEYLA YANINA CHAPILLIQUEN PANTA ABRIL - 2012 \A1;3.20 \A1;.35 \A1;3.46 \A1;3.02 \A1;.87 \A1;.40 \A1;2.50 \A1;.40 \A1;3.10 \A1;.40 \A1;25.20 \A1;.40 \A1;1.75 \A1;.40 \A1;3.60 \A1;.40 \A1;2.07 \A1;.40 \A1;3.11 \A1;.30 \A1;2.67 \A1;.50 \A1;2.32 \A1;.40 \A1;2.32 \A1;.40 \A1;2.150 \A1;4.00 \A1;2.47 \A1;3.455 \A1;4.335 \A1;2.77 \A1;2.92 \A1;.15 \A1;2.40 \A1;3.500 \A1;.15 \A1;2.625 \A1;4.275 \A1;.15 \A1;.40 \A1;2.50 \A1;.40 \A1;3.10 \A1;.40 \A1;25.20 \A1;.40 \A1;1.75 \A1;.40 \A1;3.60 \A1;.40 \A1;2.07 \A1;.40 \A1;3.11 \A1;.30 \A1;2.67 \A1;.50 \A1;2.32 \A1;.40 \A1;2.32 \A1;.40 \A1;2.150 \A1;4.00 \A1;2.47 \A1;3.455 \A1;4.335 \A1;2.77 \A1;2.92 \A1;.40 \A1;.87 \A1;3.20 \A1;.35 \A1;3.46 \A1;3.02 \A1;.15 \A1;2.40 \A1;3.500 \A1;.15 \A1;2.625 \A1;4.275 \A1;.15 \A1;.40 \A1;.15 \A1;.15 \A1;4.15 \A1;.40 \A1;2.15 \A1;.15 \A1;4.500 \A1;2.500 \A1;2.50 \A1;.40 \A1;3.10 \A1;.40 \A1;25.20 \A1;.40 \A1;1.75 \A1;.40 \A1;3.60 \A1;.40 \A1;2.07 \A1;.40 \A1;3.11 \A1;.30 \A1;3.93 \A1;.50 \A1;2.32 \A1;.40 \A1;2.32 \A1;.40 \A1;2.150 \A1;4.00 \A1;2.47 \A1;3.455 \A1;4.335 \A1;2.77 \A1;2.92 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;.95 \A1;1.35 \A1;1.00 \A1;.65 \A1;.65 \A1;.90 \A1;1.10 \A1;.60 \A1;.60 \A1;2.70 \A1;1.15 \A1;1.15 \A1;.90 \A1;.60 \A1;2.28 \A1;.60 \A1;1.25 \A1;1.35 \A1;1.00 \A1;1.00 \A1;1.10 \A1;.60 \A1;.60 \A1;2.70 \A1;1.15 \A1;.90 \A1;.60 \A1;2.73 \A1;.60 \A1;1.45 \A1;1.00 \A1;.65 \A1;.65 \A1;.65 \A1;.80 \A1;.60 \A1;1.45 \A1;1.00 \A1;.65 \A1;.65 \A1;.65 \A1;.80 \A1;0.40 \A1;0.15 \A1;.15 \A1;.15 \A1;3.80 \A1;2.65 \A1;.15 \A1;4.400 \A1;2.500 \A1;4.40 \A1;.40 \A1;3.60 \A1;.40 \A1;4.00 \A1;4.75 \A1;.35 \A1;.40 \A1;3.60 \A1;.40 \A1;.550 \A1;4.00 \A1;.15 \A1;4.45 \A1;.15 \A1;1.22 \A1;2.73 \A1;.15 \A1;.15 \A1;.15 \A1;.40 \A1;6.900 \A1;1.75 \A1;.90 \A1;.15 \A1;1.00 \A1;.15 \A1;.90 \A1;1.75 \A1;.15 \A1;.15 \A1;.15 \A1;1.35 \A1;1.00 \A1;.60 \A1;.60 \A1;2.70 0.1500000000282853 0.1500000000296495 3.799999999930606 5 0.1500000000296495 4.400000000008731 2.5 A B C 5 0.3999999999991815 3.600000000006503 0.3999999999953161 4.000000000001819 7 6 5 0.3500000000797172 0.3999999999991815 3.600000000006503 0.3999999999953161 0.5500000000793079 4.000000000001819 7 6 0.1500000000000909 4.44999999996935 0.1500000000000909 1.220000000000255 2.729999999969323 0.1500000000000909 0.1500000000003183 0.1500000000000909 0.3999999999953161 6 A C 5 1.749999981725978 0.9000000000005457 0.15000000002874 0.9999999999545253 0.1500000000000909 0.900000000000091 1.749999999987267 0.1500000000291948 0.149999999996453 VS-300(.40X.20) VS-300(.25X.20) VS-300(.25X.20) VS-300(.25X.20) 0.1500000000278305 VA-300(.25X.20) VA-301 (.15x.20) VA-301 (.15x.20) VA-300(.25X.20) 1.349777073440237 1.00000000933187 Fºd1/2" Fºd1/2" 0.5997647751059958 0.6000000000008185 2.699532391806542 VACIO 1.0 m x 2.05 m MACIZA LOSA MACIZA LOSA MACIZA LOSA \A1;.15 \A1;.15 \A1;3.80 \A1;2.65 \A1;.15 \A1;4.500 \A1;2.500 \A1;4.40 \A1;.40 \A1;3.60 \A1;.40 \A1;4.00 \A1;4.75 \A1;.35 \A1;.40 \A1;3.60 \A1;.40 \A1;.550 \A1;4.00 \A1;.15 \A1;4.45 \A1;.15 \A1;1.22 \A1;2.73 \A1;.15 \A1;.15 \A1;.15 \A1;.40 \A1;6.900 \A1;1.75 \A1;.90 \A1;.15 \A1;1.00 \A1;.15 \A1;.90 \A1;1.75 \A1;.15 \A1;.15 \A1;.15 \A1;1.35 \A1;1.00 \A1;.60 \A1;.60 \A1;2.70 (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" VS;VA-100, 200, 300 ESC : 1/20 Rto. @ 0.20 c/e. 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 2fºd3/8" 2fºd3/8" d1/4"@0.25 0.10 0.025 DE ARRIOSTRE DETALLE TIPICO DE VIGUETA 2fºd1/2" ESC : 1/10 4 Ø3/8" 1/4" 2@ .05 + 3@ .10; VF-100, 200 300 Rto. @ .25 c/e. 5 5 2fºd3/8" 2fºd3/8" (.25X.20) (.15X.20) (.15X.20) (.15X.20) ESC : 1/20 ESC : 1/20 ESC : 1/20 5 5 4.15 5 5 5 4.500 5 A B C 5 9 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 8 7 6 5 4 3 2 1 VS-200(.25X.20) VS-200(.25X.20) VS-200(.25X.20) VS-200(.25X.20) VA-201(.40X.20) VA-201(.40X.20) VS-200(.25X.20) VS-200(.25X.20) VS-200(.25X.20) VS-200(.25X.20) ESCALERA VACIO 1.75 m x 2.55 m VACIO 1.40 m x 1.95 m VACIO 1.0 m x 2.05 m VP-200(.30X.60) VP-202(.50X.20) VA-201 (.15x.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-200(.25X.20) VA-202 (.15x.40) VA-201 (.15x.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.20) VA-201(.40X.20) VA-200(.25X.20) VA-200(.25X.20) VS-200(.25X.20) 5 5 Fºd1/2" Fºd1/2" Fºd1/2" 5 5 Fºd1/2" Fºd1/2" Fºd1/2" 5 5 Fºd1/2" 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 5 5 5 5 Fºd1/2" 5 5 5 5 5 5 Fºd1/2" 5 5 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" 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" MACIZA LOSA MACIZA LOSA MACIZA LOSA 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" ESC : 1/20 2fºd5/8" 2fºd1/2" 2fºd5/8" 2fºd1/2" 3fºd5/8" 2fºd1/2" 3fºd5/8" A C 1 1 3 3 2 2 2 2 1 1 VP-100; 200 (.30 x .60) PORTICO A:(EJES 4-4) 5 5 5 5 5 3fºd5/8" 2fºd1/2" Resto @0.20 3/8" 3@0.05, 4@.10 Resto @0.20 3/8" 3@0.05, 4@.10 2fºd1/2" 3fºd1/2" 2fºd1/2" 2fºd1/2" VP-101; 201 (.40 x .20) ESC : 1/20 C 2 2 3 3 A' PORTICO B:(EJES 1-1;2-2) 3fºd1/2" 2fºd1/2" 1 1 2 2 5 5 2fºd1/2" 2fºd1/2" 3fºd1/2" 2fºd1/2" 5 5 2fºd1/2" 2fºd1/2" 3fºd1/2" 2fºd1/2" 5 5 2fºd1/2" 2fºd1/2" 3fºd1/2" 2fºd1/2" Secc: 1-1 ESC : 1/20 Secc: 2-2 ESC : 1/20 Secc: 3-3 ESC : 1/20 5 5 5 5 2fºd5/8" 2fºd1/2" Secc: 1-1 ESC : 1/20 5 5 5 5 2fºd5/8" 2fºd1/2" Secc: 2-2 ESC : 1/20 5 5 5 5 2fºd5/8" 2fºd1/2" Secc: 3-3 ESC : 1/20 2fºd1/2" 2fºd1/2" 3fºd5/8" 3fºd5/8" 2fºd1/2" 2fºd1/2" 5 5 5 5 5 VA-201(.15x.20) VA-201(.15x.20) 5 9 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 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A' C VP-201(.40X.20) VP-201(.40X.20) VD VACIO 0.80 m x 2.65 m VD VA-201 (.15x.20) VA-VF 200(.25X.20) VA-200(.25X.20) VA-VF 200(.25X.20) VS-200(.25X.20) ESCALERA VACIO 2.40 m x 3.40 m VA-202 (.15x.40) VD-VF VD-VF/ VIGA COLGANTE e=0.10m VD-VF PLANTA ALIGERADO 1° PISO ESC. 1/50 VS-100(.25X.20) 5 5 4.15 5 5 5 4.500 5 A B C 5 9 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 8 7 6 5 4 3 2 1 VS-100(.25X.20) VS-100(.25X.20) VS-100(25X20) VS-100(.25X.20) VS-100(.25X.20) VS-100(.25X.20) VS-100(.25X.20) VA-101(.40X.20) VA-101(.40X.20) ESCALERA VACIO 1.75 m x 2.55 m VACIO 1.40 m x 1.95 m VP-100(.30X.60) VP-102(.50X.20) VA-100(.25X.20) VA-101 (.15x.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-100(.25X.20) VA-102 (.15x.40) VA-101(.40X.20) VA-101 (.15x.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.20) VS-100(.25X.20) 5 5 Fºd1/2" Fºd1/2" Fºd1/2" 5 5 Fºd1/2" Fºd1/2" Fºd1/2" 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 5 5 Fºd1/2" 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" 5 5 5 5 5 5 Fºd1/2" 5 5 5 5 5 5 Fºd1/2" 5 5 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" MACIZA LOSA MACIZA LOSA 5 9 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 8 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A' C VP-101(.40X.20) VP-101(.40X.20) VD VACIO 0.80 m x 2.65 m VD VA-101 (.15x.20) VA-VF 100(.25X.20) VA-100(.25X.20) VA-VF 100(.25X.20) VS-100(.25X.20) VS-100(.25X.20) ESCALERA VACIO 2.40 m x 3.70 m VA-102 (.15x.40) VD-VF VD-VF/ VIGA COLGANTE e=0.10m VD-VF 5 5 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" VA-202 (.15x.40) 5 Fºd1/2" Fºd1/2" VA-202 (.15x.40) VACIO 1.55 m x 2.65 m Fºd1/2" Fºd1/2" PLANTA ALIGERADO 2° PISO ESC. 1/50 5 5 5 5 5 5 Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" Fºd1/2" CUADRO DE VIGAS 4 Ø1/2" 1/4" 2@ .05 + 3@ .10; VA-102, 202 Rto. @ .25 c/e. 5 5 2fºd1/2" 2fºd1/2" (.15X.40) ESC : 1/20 PLANTA ALIGERADO AZOTEA ESC. 1/50 5 5 5 5 5 4.500 5 A B C 5 5 5 5 5 7 6 5 5 5 5 5 5 5 7 6 5 5 5 5 5 5 5 5 5 6 A C 5 5 5 5 5 5 5 5 5 5 VS-300(.40X.20) VS-300(.25X.20) VS-300(.25X.20) VS-300(.25X.20) 5 VA-300(.25X.20) VA-301 (.15x.20) VA-301 (.15x.20) VA-300(.25X.20) 5 5 Fºd1/2" Fºd1/2" 5 5 5 VACIO 1.0 m x 2.05 m MACIZA LOSA MACIZA LOSA MACIZA LOSA VACIO 3.60 m x 2.65 m MACIZA LOSA Fºd1/2" Fºd1/2" VD VD VD MACIZA LOSA

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features	Garden / Park
Tags	autocad, barn, bifamily, block, constructive details, cover, dach, DWG, Family, hangar, Housing, lagerschuppen, lightened, roof, shed, structure, structures, terrasse, toit