Foundations, Staircase, Beams DWG Block for AutoCAD

Foundations, Staircase, Beams DWG Block for AutoCAD

Foundations – step – beams

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

splices, overcoming, foundation, rest, rest, rest, rest, picture of lintels, until, until, wall, cm., cut, elevation, beam, picture, plant: first floor, esc:, foundry, turnery workshop, exhibition sales, office, foundation of, stairs, cut, idem, bxt, idem, column table, no floor, bxt, bxt, kind, idem, concentration detail, of stirrups in columns., concrete columns, horizontal vertical expansion joints, for bricks king kong of fm filling completely, flat roof, overload:, steel, concrete beams, mortar:, concrete armed surgeries, concrete cement, Terrain resistance: in, cement concrete stone large maximum, Technical specifications, reinforced concrete:, Concrete Cyclopean:, development:, foundation:, resistance, median, stone, maximum, shoe box, plant, according to the detail of stirrups., grill, sole, cut, column, column, shoe detail, variable, kind, beam beam, stirrups on columns beams, folded detail of, cistern detail, esc, Tank tank cover, esc, split stone filling, sedimentation pit, n.p.t., cut, of max., sump box, sanitary cap, top, cat stair, rack, Wall, second floor section, roof slab, first floor section, detail of lintels, seismic, dilatation meeting, cut, nfp, cut, sectional, nfp, nfp, cut, plate plant, cut, esc., dimensions, plate box, kind, irons, level, vertical, horizontal, of elevated tank, roof slab, slab background, of elevated tank, down, cut, foundation of, tank, nfp, cut, sectional, lightened: second third floor, esc:, staircase, empty, typical section of, Of temperature, delivery of joists, with light beam, column reinforcement with, case, note, for lightened flat beams steel, in case of not splicing in the zones, do not splice more than the total area in, overlapping splices for, lightened slabs, higher, values ​​of, lower is spliced ​​over the, equal splice length for, for, lower, reinforcement, anyone, less, higher, reinforcement, increase the length of splice in a, indicated the specified percentages, the same section., consult the designer., bending detail of stirrups, beam beam, in columns beams, standard hook detail, splice reinforcements, case, masia, slab, duct, license plate, v.b., beam, lightened: elevated tank, esc:, Wood Ribbons

Raw text data extracted from CAD file:

\A1;4.13 \A1;5.88 \A1;6.25 \A1;4.50 \A1;3.90 \A1;5.35 \A1;.15 \A1;3.73 \A1;.15 \A1;3.73 \A1;.15 \A1;5.88 \A1;4.13 \A1;3.90 \A1;6.25 \A1;4.50 \A1;5.35 \A1;.20 \A1;.10 \A1;4 A .10 \A1;.15 \A1;.10 \A1;.20 \A1;.30 \A1;.10 \A1;.15 \A1;4 A .10 \A1;.30 \A1;COLUMNA \A1;SEGUN EMPALMES \A1;4 A .10 \A1;.15 \A1;7 A .10 \A1;.15 \A1;COLUMNA \A1;.10 \A1;.10 \A1;3 A .25 \A1;0.30 \A1;0.30 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 SOBRECIMIENTO CIMIENTO 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 64.03210028904832 64.03210028904832 63.91851455129047 64.03210028904832 64.03210028904832 64.03210028904832 64.03210028904832 RESTO A .25 64.03210028904832 RESTO A .25 63.89988387283425 63.89988387283425 64.03210028904832 2ø3/8" 2ø1/2" 2ø5/8" CUADRO DE DINTELES 20 20 HASTA 2.00 HASTA 1.50 ø h (Cms.) 10 L (Mts.) HASTA 1.00 \A1;ESPESOR DE MURO \A1;1.5 cm. 56.63100555417726 (LIBRES) CORTE A-A 56.63100555417726 \A1;0.20 \A1;L \A1;0.20 ELEVACION 52.89167223022362 52.89167223022362 A 52.89167223022362 A VIGA \A1;.20 \A1;.45 \A1;.15 \A1;.35 \A1;.30 \A1;.45 \A1;.30 \A1;.35 \A1;.15 \A1;.15 \A1;.30 \A1;.45 \A1;.20 \A1;.20 \A1;.45 \A1;0.30 \A1;0.10 \A1;b \A1;a \A1;0.25 \A1;VER CUADRO \A1;0.05 \A1;0.60 \A1;0.10 \A1;b \A1;0.25 \A1;a \A1;ESPESOR \A1;a \A1;ESPECIFICADO \A1;r \A1;.20 \A1;.20 \A1;1.60 \A1;1.60 \A1;.20 \A1;.20 \A1;.15 \A1;.30 \A1;2.55 \A1;2.00 \A1;2.20 \A1;.15 \A1;.65 \A1;.15 \A1;.30 \A1;1.45 \A1;.40 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.50 \A1;.80 \A1;.25 \A1;.10 \A1;.25 \A1;.15 \A1;.25 \A1;.15 \A1;.20 \A1;.25 \A1;.30 \A1;.15 \A1;1.20 \A1;.25 \A1;.20 \A1;.25 \A1;.15 \A1;.25 \A1;.25 \A1;.30 \A1;.20 \A1;1.20 \A1;.25 \A1;.16 \A1;.25 \A1;.16 \A1;.15 \A1;.25 \A1;.25 \A1;.15 \A1;.30 \A1;1.00 \A1;.75 \A1;.15 \A1;.80 \A1;.50 \A1;.05 \A1;.10 \A1;.30 \A1;.80 \A1;.50 \A1;.05 \A1;.10 \A1;.15 \A1;.40 \A1;.80 \A1;.30 \A1;.05 \A1;.10 \A1;1.95 \A1;2.00 \A1;L \A1;t \A1;1.00 \A1;.60 \A1;.10 \A1;.60 \A1;.15 \A1;.75 \A1;.30 \A1;1.38 \A1;1.83 \A1;1.75 \A1;.10 \A1;.10 \A1;.10 \A1;1.78 \A1;.10 \A1;.10 \A1;1.75 \A1;.10 \A1;.10 \A1;1.78 \A1;.10 \A1;.25 \A1;.25 \A1;.40 \A1;.20 \A1;.40 \A1;.15 \A1;.20 \A1;.10 \A1;.05 \A1;.30 \A1;.80 \A1;.40 \A1;.15 \A1;.20 \A1;1.60 \A1;.20 \A1;.20 \A1;1.60 \A1;.20 5.130766335383043 5.130766335383043 5.130766335383043 PLANTA: PRIMER PISO 5.130766335383043 03 ESC: 1/50 5.130766335383043 02 01 5.130766335383043 A FUNDICION TALLER DE TORNERIA NFT.-0.05 5.130766335383043 SH(D) SH(V) 5.130766335383043 5.130766335383043 5.130766335383043 B C VENTAS Y EXHIBICION OFICINA 5.130766335383043 D E 5.130766335383043 03 5.130766335383043 02 01 5.130766335383043 5.130766335383043 A 5.130766335383043 B 5.130766335383043 C D E CIMIENTO DE ESCALERA Z4 Z2 Z2 Z1 Z1 Z1 Z3 Z2 Z2 Z2 Z4 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C5 C4 C2 P-1 C1 C3 C3 C5 CORTE 3 2 IDEM 1ºPISO .45x.30 6ø5/8" ø3/8"@.25 ø bxt ø IDEM 1ºPISO IDEM 1ºPISO C-5 4ø1/2" ø1/4"@.25 .15x.35 CUADRO DE COLUMNAS ø1/4"@.25 8d1/2" 1 Nº PISO ø3/8"@.25 6d5/8"+2d3/4" bxt ø bxt TIPO ø3/8"@.25 5ø5/8"+3d3/4" .30x.45 C-3 ø1/4"@.25 6ø1/2" .20x.45 C-4 2ø3/4" 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 3.976715085000393 6ø5/8" .45x.30 C-1 C-2 IDEM 1ºPISO IDEM 1ºPISO Z3 Z3 Z3 Z3 DETALLE DE CONCENTRACION DE ESTRIBOS EN COLUMNAS. fc = 210 kg/cm2 CONCRETO - COLUMNAS 200 kg/m. 200 kg/m. 200 kg/m. LAS JUNTAS VERTICALES Y HORIZONTALES DE DILATACION 1" (USAR TECNOPORT). PARA LADRILLOS KING KONG DE Fm = 35 Kg/cm ( 1:4 CEMENTO, ARENA) LLENANDO COMPLETAMENTE TECHO 4 PISO TECHO 3 PISO TECHO 2 PISO TECHO 1 PISO SOBRECARGA: ACERO CONCRETO - VIGAS MORTERO: 200 kg/m fy = 4200 kg/cm2 fc = 210 kg/cm2 CONCRETO - SOBRECIMIENTOS ARMADOS CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 1.5Kg/cm2 (VER EN OBRA) CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ESPECIFICACIONES TECNICAS CONCRETO ARMADO: CONCRETO CICLOPEO: SOBRECIMIENTO: CIMIENTO: RESISTENCIA 3" fc = 140 kg/cm2 MEDIANA PIEDRA MAXIMO NF.-1.00 -40.51098497229739 -40.51098497229739 -40.51098497229739 -40.51098497229739 CUADRO DE ZAPATAS PLANTA ø1/2" A 0.15 ø1/2" A 0.15 -40.51098497229739 -40.51098497229739 SEGUN DETALLE DE ESTRIBOS. PARRILLA ø1/2" A 0.15 -40.51098497229739 -40.51098497229739 -40.51098497229739 SOLADO Fc=100Kg/cm2 CORTE -40.51098497229739 -40.51098497229739 COLUMNA -40.51098497229739 COLUMNA DETALLE DE ZAPATAS -40.51098497229739 VARIABLE Z-2 Z-1 TIPO Z-4 Z-3 1.40 a 1.50 1.30 1.30 1.30 1.40 b 1.30 1.50 r(cm.) -3.476269370702248 dDE COLUMNA,PLACA O VIGA 45° -3.476269370702248 45° -3.476269370702248 1/2" 1/4" 3/8" d 2.0 ESTRIBOS EN COLUMNAS Y VIGAS DETALLE : DOBLADO DE 1.3 2.5 12.5 10.0 6.5 a(cm.) DETALLE DE CISTERNA VOL.= 3.36 M3 ESC ; 1/25 TAPA DE TANQUE CISTERNA ESC ; 1/25 RELLENO DE PIEDRA PARTIDA 1/2" @ 0.25 3/8" @ .25 FOSA DE SEDIMENTACION 20.11953404193193 20.11953404193193 20.11953404193193 20.11953404193193 20.11953404193193 20.11953404193193 20.11953404193193 20.11953404193193 / 0 N.P.T. + 0.10 N.F.P.-0.05 20.11953404193193 CORTE X-X 1/2" @ 0.25 \A1;45.00° 20.11953404193193 20.11953404193193 DE d 1" MAX. CAJA SUMIDERO DE .30x.30x.30 TAPA SANITARIA TAPA .60x.60 ESCALERA DE GATO REJILLA 21.52557183396609 21.52557183396609 21.52557183396609 X 21.52557183396609 21.52557183396609 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 X 21.52557183396609 -0.0185448195344193 -7.774523851225744 -0.0185448195344193 2Ø1/2" -0.0185448195344193 24.87851481047253 ø1/2"@0.25 ø1/2"@0.25 ø3/8"@0.25 24.87851481047253 24.87851481047253 ø1/2"@0.25 24.87851481047253 24.87851481047253 e=.15 ø3/8"@0.25 ø1/2"@0.25 24.87851481047253 24.87851481047253 24.87851481047253 ø3/8"@0.25 e=.15 MURO ø3/8"@0.25 24.77851481047255 0.7183203697283851 0.7183203697283851 ø1/2"@0.25 ø3/8"@0.25 24.57851481047252 1.20 ø1/2"@0.25 e=.15 ø3/8"@0.25 1.765349392964534 3.976715085000393 1.765349392964534 ø1/2"@0.25 ø3/8"@0.25 1.765349392964534 TRAMO SEGUNDO PISO ø3/8"@0.25 ø1/2"@0.25 e=.15 1.765349392964534 1.765349392964534 1.765349392964534 ø3/8"@0.25 -1.26461222684873 1.600086797555637 ø1/2"@0.25 -1.286339160212638 -1.286339160212638 8 -4.753005826879278 -4.753005826879278 1.765349392964534 -1.26461222684873 -1.26461222684873 2.20205443981791 -1.26461222684873 -1.26461222684873 -1.286339160212638 Losa de techo ø1/2"@0.25 ø3/8"@0.25 TRAMO PRIMER PISO 5 5 DETALLE DE DINTELES 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 1 1 3 3 3 3 3 3 SISMICA 3Cm. JUNTA DE DILATACION 0.5199375443918939 0.5199375443918939 0.5199375443918939 CORTE 1-1 0.5199375443918939 0.5199375443918939 NFP -0.05 0.5199375443918939 CORTE 2-2 0.5199375443918939 0.5199375443918939 0.5199375443918939 0.5199375443918939 EN CORTE 3-3 0.5199375443918939 NFP -0.05 0.5199375443918939 0.5199375443918939 0.5199375443918939 0.5199375443918939 0.5199375443918939 NFP -0.05 CORTE 3-3 C4 C4 C4 C5 C5 5.130766335383043 5.130766335383043 3.976715085000393 PLANTA DE PLACA A A 3.976715085000393 3.976715085000389 3.976715085000393 3.976715085000393 CORTE A-A 4.176715085000019 3.976715085000393 ESC. 1/25 DIMENCIONES CUADRO DE PLACAS L TIPO P-1 1.00 .15 t FIERROS d 1/2" @.15 3º 1º 2º 2.60 2.60 3.00 h NIVEL d 3/8" @.15 ø3/8"@0.25 ø1/2"@0.25 ø1/2"@0.25 ø3/8"@0.25 VERTICAL HORIZONTAL 5 5 C2 5 5 \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; DE TANQUE ELEVADO LOSA DE TECHO LOSA DE FONDO DE TANQUE ELEVADO 5 1d1/2" Abajo 1.75 1.75 d3/8"@.25 d3/8"@.25 5 X d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 5 X 5 5 5 5 d3/8"@.25 1.78 1.78 5 5 5 d3/8" @ .20 .20 CORTE X - X 2d5/8" 2d1/2" .40 .15 d3/8" @ .25 2d5/8" 2d1/2" .20 .40 CIMIENTO DE CISTERNA NFT.-0.25 0.0 0.0 NFP -0.05 0.0 CORTE 2-2 0.0 0.0 0.0 EN CORTE 3-3 5 5 5 5 5 5 \A1;4.13 \A1;5.88 \A1;3.13 \A1;4.50 \A1;3.90 \A1;5.35 \A1;5.88 \A1;4.13 \A1;3.90 \A1;6.25 \A1;4.50 \A1;5.35 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) 1/2" 3/4" 5/8" 1" 3/8" .15 .12 .25 .20 .30 d L(m) \A1;.05 \A1;L \A1;L -152.4298671692187 -152.4298671692187 -152.4298671692187 \A1;.15 \A1;.02 -153.4665031580878 -153.4665031580878 \A1;L/3 \A1;L/4 \A1;m \A1;m \A1;L/4 \A1;L/4 \A1;L/4 \A1;L/3 \A1;L/3 \A1;H \A1;.30 \A1;.10 \A1;.20 \A1;.10 \A1;.10 \A1;.30 \A1;.15 \A1;.05 \A1;0.05 \A1;VIGA \A1;5 A 0.10 \A1;0.20 \A1;5 A 0.10 \A1;0.20 \A1;0.20 \A1;0.05 \A1; 5 A 0.10 \A1; 5 A 0.10 \A1;0.60 \A1;0.05 \A1;0.05 \A1;ESPECIFICADO \A1;a \A1;ESPECIFICADO \A1;r \A1;1.50 \A1;1.50 \A1;.50 \A1;1.50 \A1;1.50 \A1;.50 \A1;1.10 \A1;1.10 \A1;1.50 \A1;.85 \A1;.85 \A1;.85 \A1;1.50 \A1;.55 \A1;.55 \A1;1.00 \A1;1.00 \A1;1.50 \A1;1.50 \A1;1.00 \A1;1.00 \A1;1.10 \A1;.85 \A1;.85 \A1;1.50 \A1;.50 \A1;.55 \A1;.55 \A1;.35 \A1;.30 \A1;.30 \A1;3.30 \A1;2.30 \A1;.40 \A1;.45 \A1;5.21 \A1;.45 \A1;3.46 \A1;.45 \A1;.45 \A1;2.35 \A1;.45 \A1;2.51 \A1;.35 \A1;.90 \A1;.15 \A1;2.86 \A1;.30 \A1;5.80 \A1;.30 \A1;4.20 \A1;.30 \A1;2.55 \A1;.35 \A1;.30 \A1;5.80 \A1;.30 \A1;4.20 \A1;.30 \A1;3.60 \A1;.30 \A1;4.90 \A1;.30 \A1;.75 \A1;.30 \A1;5.80 \A1;.30 \A1;4.20 \A1;.30 \A1;3.60 \A1;.30 \A1;1.90 \A1;.45 \A1;2.85 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.30 \A1;.90 \A1;1.00 \A1;1.00 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.00 \A1;1.00 \A1;.40 \A1;1.00 \A1;1.00 \A1;1.46 \A1;1.45 \A1;1.45 \A1;1.05 \A1;1.05 \A1;1.00 \A1;1.00 \A1;1.46 \A1;1.45 \A1;1.45 \A1;1.05 \A1;1.05 \A1;1.00 \A1;.20 \A1;.90 \A1;.90 \A1;1.30 \A1;1.30 \A1;1.30 \A1;1.46 \A1;1.00 \A1;1.45 \A1;1.45 \A1;1.00 \A1;1.05 \A1;1.05 \A1;.90 \A1;1.00 \A1;.45 \A1;5.21 \A1;.45 \A1;2.51 \A1;.15 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.40 \A1;.20 \A1;.20 \A1;.20 \A1;.15 \A1;.40 \A1;1.95 \A1;4.30 \A1;2.00 \A1;2.10 \A1;2.00 \A1;1.95 \A1;2.00 \A1;2.03 \A1;.50 5 -0.8328161644548686 ALIGERADO: PRIMER, SEGUNDO Y TERCER PISO (TIPICO) 5 03 ESC: 1/50 5 02 01 A 5 B C 5 D E 5 03 5 02 01 5 5 A 5 B 5 C D E VANO DE ESCALERA VACIO VACIO 2.476333052886673 d1/4"@.25 SECCION TIPICA DE ALIGERADO(h=.20) ESCALA:1/10 2.476333052886673 2.476333052886673 2.476333052886673 DE TEMPERATURA 2.476333052886673 2.476333052886673 2.476333052886673 2.476333052886673 ENTREGA DE VIGUETAS CON VIGA Y ALIGERADO REFUERZO - COLUMNA CON -16.21192000218588 -16.21192000218588 -16.21192000218588 -16.21192000218588 -16.21192000218588 -16.21192000218588 -16.21192000218588 -16.21192000218588 CASO 3 CASO 2 -4.5853798148664 -4.5853798148664 -4.5853798148664 -4.5853798148664 -4.5853798148664 -4.5853798148664 -4.5853798148664 -4.5853798148664 -4.5853798148664 -4.5853798148664 NOTA 3/8" 1/2" 3/4" 5/8" C- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO B- EN CASO DE NO EMPALMARSE EN LAS ZONAS A- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN EMPALMES TRASLAPADOS PARA VIGAS, 1" ø LOSAS Y ALIGERADOS DE 0.30 h MAYOR VALORES DE m 0.50 0.45 0.75 0.60 INFERIOR SE EMPALMARA SOBRE LOS APOYOS,SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm. PARA ø3/8" Y 1.30 0.40 0.40 0.60 0.50 1.15 0.40 0.40 0.55 0.45 1.00 35cm. PARA ø1/2" Y 5/8". INFERIOR REFUERZO h CUALQUIERA DE 0.30 h MENOR SUPERIOR REFUERZO AUMENTAR LA LONGITUD DE EMPALME EN UN 70% o INDICADAS O LOS PORCENTAJES ESPECIFICADOS UNA MISMA SECCION. CONSULTAR AL PROYECTISTA. DETALLE DE DOBLADO DE ESTRIBOS a dDE COLUMNA,PLACA O VIGA EN COLUMNAS Y VIGAS 16.92539637726065 16.92539637726065 45° r 45° DETALLE DE GANCHO ESTANDARD EMPALME DE REFUERZOS 23.66589876512285 23.66589876512285 23.66589876512285 23.66589876512285 23.66589876512285 CASO 1 E=.20 MASIZA LOSA 5 5 1d1/2" 1d3/8" 1d3/8" 1d1/2" 5 1d3/8" 5 5 1d1/2" 1d1/2" 1d3/8" 5 5 5 1d1/2" 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 0.0 0.0 5 1d3/8" 1d3/8" 1d1/2" 2 3 1 5 5 5 5 DUCTO 4 1d3/8" 1d3/8" 1d1/2" 1d1/2" 1 0.0 0.0 1d3/8" 1d3/8" 1d1/2" 0.0 1d3/8" 0.0 0.0 1d3/8" 1d3/8" 1d1/2" 1d1/2" 1d3/8" 0.0 1d3/8" 0.0 NPT.+0.10 -2.708880753113561 1d3/8" 1d1/2" -2.708880753113561 V-100 V-100 V-100 V-100 V-101 V-102 V-100 V-101 V-102 V-100 V-103 V-103 V-103 V-104 V-104 V-104 V-104 V-105 V-105 V-105 V-105 V-105 V-105 V-105 V-100 V-B V-B V-D V-B V-D V-B V-105 V-102 V-106 V-106 V-106 V-B V-B V-B V-B 0.0 5 5 5 5 5 5 03 02 01 2.313027345664409 2.313027345664409 2.313027345664409 2.313027345664409 2.313027345664409 2.313027345664409 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 03 02 01 03 02 01 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 5 A V - 100 (.30x.40) V - 102 (.30x.40) V - 103 (.30x.40) V - 101 (.30x.40) B C D E V - 104 (.30x.40) A B C A B D C E V - 105 (.30x.40) 2.457190569439064 2.313027345664409 2.313027345664409 2.313027345664409 2.313027345664409 2.313027345664409 2.313027345664409 -1.033796484816261 -1.033796484816261 -1.033796484816261 -1.033796484816261 -1.033796484816261 2d5/8"+1d1/2" 1d1/2" 1d1/2" 2d5/8"+1d1/2" 2d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" -1.033796484816261 PLACA 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d1/2" 1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 1d1/2" 1d1/2" 1d1" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2d5/8"+1d1/2" 2d5/8"+1d1/2" 1d1/2" 2d1/2" 1d1/2" 2d5/8"+1d1/2" 2d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 1d1/2" 2d5/8"+1d1/2" -0.8820718286637685 1d1/2" -0.8820718286637685 2d5/8"+1d1/2" 2d1/2" 2d5/8"+1d1/2" -0.8820718286637685 1d1/2" -0.8820718286637685 -0.8820718286637685 -0.8820718286637685 2d5/8"+1d1/2" 2d1/2" 2d5/8"+1d1/2" 1d1/2" -0.8820718286637685 2d5/8"+1d1/2" 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2.457190569439064 2d5/8"+1d1/2" 1d1/2" 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2d1/2" 1d1/2" 2d5/8"+1d1/2" 2d1/2" 1d1/2" -0.8974798828483266 -0.8974798828483266 2d5/8"+1d1/2" 2d1/2" 2d5/8"+1d1/2" -0.8974798828483266 -0.8974798828483266 2d1/2" 2d5/8"+1d1/2" 1d1/2" -0.8974798828483266 2d5/8"+1d1/2" -0.8974798828483266 2d5/8"+1d1/2" 1d1/2" 2d5/8"+1d1/2" 1d1/2" -0.8974798828483266 -0.8974798828483266 2d5/8"+1d1/2" 2d5/8"+1d1/2" 2.457190569439064 1d1" 2d5/8"+1d1/2" \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; \A1; d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,5@10,R.@15 d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,5@10,R.@15 d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. -1.033796484816261 -1.033796484816261 -1.033796484816261 -1.033796484816261 -1.033796484816261 d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. d 3/8",1@.05,4@10,3@15,R.@20ambos/ext. -0.8974798828483301 -4.252150335135724 -7.606820787423114 -10.96149123971051 d 3/8",1@.05,1@10,R.@15ambos/ext. d 3/8",1@.05,R.@10 21.09802475408236 6d1/2" V-CH -9.795606258242316 V-D 22.93675909440535 -9.795606258242316 4d1/2" V.B. \A1;.20 \A1;0.15 ø1/4" 4ø3/8" V-B V-B V-CH 16.79549949459363 16.79549949459363 VIGA 106 6d 1/2" V-B 5 5 5 5 -8.167446351852533 01 -8.167446351852533 A ALIGERADO: TANQUE ELEVADO ESC: 1/50 V-CH V-106 V-106 V-106 V-106 V-106 5 5 LISTONES DE MADERA 5

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Wood
Measurement Units
Footprint Area
Building Features
Tags	autocad, beams, block, construction details section, cut construction details, DWG, foundations, staircase, step