Family Structure Seismoresistant DWG Detail for AutoCAD

Family Structure Seismoresistant DWG Detail for AutoCAD

DETAIL OF STRUCTURE OF A HOME – GROUND – DETAILS FOUNDATIONS – TANK – LADDER

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

lintel box, until, until, wall, cm., cut, elevation, beam, cut, n.f.p, n.p.t., n.f.p, splices, overcoming, foundation, rest, rest, rest, rest, beam beam, bending detail of stirrups, in columns beams, foundation: existing first floor, old scale plane, the horizontal vertical expansion joints, for fm king kong bricks filling completely, flat roof, overload:, mortar:, steel, cut, column table, cistern detail, stairway detail, esc., first stretch, concentration detail, of stirrups in columns., concrete cement, resistance of terrain: in, concrete reinforcement, concrete columns, concrete, Technical specifications, concrete cycle:, development:, foundation:, resistance, concrete beams, reinforced concrete:, maximum, median, stone, esc., detail of sardineles., esc, tank tank cap, esc, sedimentation pit, n.p.t., detail of cutting foundation, scale, cut, cut, idem, idem, cut, idem, bxt, bxt, bxt, kind, no floor, idem, detail of lintels, split stone filling, sump box, of max., sanitary cap, top, cat stair, rack, nfp, seismic, dilatation meeting, capacity, location of, tank, existing foundation, to join the new, prick, note:, prick, to join the new, existing foundation, to join the new, prick, note:, garden, living room, dinning room, kitchen, garage, service yard, s.h., bedroom, bedroom, s.h., to be familiar, garden, built area, extension area, sectional, cut, nfp, cut, nfp, cut, nfp, existing, column, cut, n.f.p, n.p.t., garden, ladder foundation, second tranche, third tranche

Raw text data extracted from CAD file:

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;.30 \A1;.075 \A1;.05 \A1;.20 \A1;.05 \A1;.075 CORTE B-B 61.92731913924823 61.92731913924823 61.92731913924823 61.92731913924823 61.92731913924823 61.92731913924823 N.F.P N.P.T. N.F.P \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 12.5 10.0 6.5 a(cm.) 1/4" 3/8" 1/2" d 2.5 2.0 1.3 r(cm.) \A1;ESPECIFICADO \A1;a \A1;r \A1;ESPECIFICADO dDE COLUMNA,PLACA O VIGA -167.5181872026309 -167.5181872026309 -167.5181872026309 45° 45° -167.5181872026309 DETALLE DE DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS \A1;.10 \A1;.80 \A1;.50 \A1;.10 \A1;.05 \A1;.30 \A1;.30 \A1;.10 \A1;.05 \A1;1.80 \A1;2.55 \A1;1.50 \A1;.165 \A1;.20 \A1;.70 \A1;.25 \A1;2.20 \A1;1.60 \A1;.40 \A1;.25 \A1;.30 \A1;.15 \A1;.65 \A1;.15 \A1;.15 \A1;1.60 \A1;.15 \A1;.15 \A1;.60 \A1;.60 \A1;.40 \A1;1.45 \A1;.40 \A1;.80 \A1;.40 \A1;.80 \A1;.15 \A1;.30 \A1;.15 \A1;.15 \A1;.20 \A1;.20 \A1;.20 \A1;1.60 \A1;.20 \A1;1.50 \A1;4.375 \A1;1.50 \A1;3.375 \A1;3.00 \A1;.65 \A1;3.225 \A1;1.40 \A1;3.225 \A1;2.775 \A1;4.55 \A1;2.55 \A1;2.45 \A1;2.90 \A1;3.15 \A1;1.625 \A1;.40 \A1;1.25 \A1;11.00 \A1;2.775 \A1;3.60 \A1;3.50 \A1;2.45 \A1;2.90 \A1;3.15 \A1;1.625 \A1;.15 \A1;.10 \A1;.05 \A1;.20 \A1;.60 \A1;.30 \A1;.10 \A1;.05 \A1;.80 \A1;.40 \A1;.60 \A1;.30 \A1;.05 \A1;.10 \A1;.10 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.25 \A1;.15 \A1;1.60 \A1;.40 \A1;.30 \A1;.075 \A1;.30 \A1;.20 \A1;.05 \A1;1.00 \A1;.50 \A1;1.15 \A1;1.00 \A1;.15 \A1;.25 \A1;.80 \A1;.20 \A1;1.00 \A1;.30 \A1;.80 \A1;.80 \A1;.15 \A1;.15 \A1;.15 \A1;.20 \A1;.80 \A1;.25 \A1;.70 \A1;.30 CIMENTACION: PRIMER PISO EXISTENTE (ver plano antiguo existente) ESCALA : 1 / 50 5.476865097573835 5.476865097573835 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 2 PISO TECHO 3 PISO TECHO 1 PISO SOBRECARGA: MORTERO: ACERO fy = 4200 kg/cm2 8ø1/2" 5.476865097573835 2.273532490997383 2.273532490997383 2.273532490997383 2.273532490997383 2.273532490997383 2.273532490997383 CORTE X-X 1/2" @ 0.25 VOL.= 3.36 M3 1.80 3.654373054105804 CUADRO DE COLUMNAS DETALLE DE CISTERNA 5.74476486858714 8ø1/2" 5.476865097573835 DETALLE DE ESCALERA ESC. 1/25 PRIMER TRAMO ø3/8"@0.25 4.782548518160183 DETALLE DE CONCENTRACION DE ESTRIBOS EN COLUMNAS. CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 2.00kg/cm2 (VERIFICAR EN OBRA) CONCRETO - SOBRECIMIENTOS ARMADOS CONCRETO - COLUMNAS CEMENTO HORMIGON 1:10 + 30% PIEDRA GRANDE 6" MAXIMO ESPECIFICACIONES TECNICAS CONCRETO CICLOPEO: SOBRECIMIENTO: CIMIENTO: RESISTENCIA CONCRETO - VIGAS CONCRETO ARMADO: MAXIMO MEDIANA 3" fc = 140 kg/cm2 fc = 210 kg/cm2 fc = 210 kg/cm2 PIEDRA V-100 8ø1/2" ESC. 1/25 DETALLE DE SARDINELES. 4.782574078896658 5.476865097573835 3.654373054105804 5.476865097573835 NFP+.10 8ø1/2" 5.476865097573835 (TIPICO) (TIPICO) ø3/8"@0.25 8ø1/2" (TIPICO) 5.476865097573835 (TIPICO) 10ø1/2" E=0.15 ESC ; 1/25 3.654373054105804 3.654373054105804 3.654373054105804 3.654373054105804 \A1;45.00° TAPA DE TANQUE CISTERNA 5.74476486858714 5.74476486858714 X 5.74476486858714 ESC ; 1/25 5.74476486858714 5.74476486858714 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 5.74476486858714 1/2" @ 0.25 FOSA DE SEDIMENTACION 3.654373054105804 3.654373054105804 N.P.T. - 0.05 N.P.T. + 0.00 / 0 3/8" @ .25 DETALLE DE CORTE CIMENTACION 2.446770410363712 ESCALA 1/25 CORTE 2-2 2.273532490997383 CORTE 1-1 2.796203602890699 2.273532490997383 X 5.74476486858714 ø IDEM 1ºPISO 3 IDEM 1ºPISO CORTE IDEM 1ºPISO bxt ø bxt ø bxt ø1/4"@.25 .25x.25 2 TIPO C-1 1 Nº PISO C-3 .15x.35 C-2 IDEM 1ºPISO DETALLE DE DINTELES 3.654373054105804 3.654373054105804 RELLENO DE PIEDRA PARTIDA CAJA SUMIDERO DE .30x.30x.30 DE d 1" MAX. TAPA SANITARIA TAPA .60x.60 ESCALERA DE GATO REJILLA 2.273532490997383 NFP +0.10 SISMICA 3Cm. JUNTA DE DILATACION 1.38763497659491 1.38763497659491 2.341928802127853 2.341928802127853 2.341928802127853 1.38763497659491 CAPACIDAD 3.36M3 UBICACION DE 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 2.341928802127853 CISTERNA 1 1 1 1 2 2 4 3 3 3 3 CIMIENTO EXISTENTE CIMIENTO EXISTENTE CIMIENTO EXISTENTE CIMIENTO EXISTENTE EXISTENTE PARA UNIR EL NUEVO PICAR CIMIENTO NOTA: NOTA: PICAR CIMIENTO EXISTENTE PARA UNIR EL NUEVO 4 5 5 CIMIENTO EXISTENTE EXISTENTE PARA UNIR EL NUEVO PICAR CIMIENTO NOTA: A C A B D F G 2.341928802127853 1C E G F 1 2 3 4 5 6 7 8 2.341928802127853 2.341928802127853 8 7 2.341928802127853 2.341928802127853 6 5 2.341928802127853 2A 2.341928802127853 2.341928802127853 4 2.341928802127853 2 1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C2 4 4 C3 C3 C2 C2 A A NFT.+ 0.10 NJ.-0.05 JARDIN LIVING COMEDOR NFT.+ 0.10 COCINA NFT.+ 0.10 GARAGE NFP.-0.05 PATIO DE SERVICIO NFT.+ 0.10 S.H. NFT.+ 0.10 DORMITORIO DORMITORIO NFT.+ 0.10 DORMITORIO NFT.+ 0.10 S.H. ESTAR FAMILIAR NFT.+ 0.10 NJ.-0.05 JARDIN L E Y E N D A AREA CONSTRUIDA AREA DE AMPLIACION 2.445418413453211 EN CORTE 2-2 2.446770410363712 2.846770410363717 CORTE 3-3 2.446770410363712 2.446770410363712 2.446770410363712 2.848075791141241 NFP +0.10 NFP +0.10 2.446770410363712 CORTE 4-4 2.446770410363712 NFP +0.10 2.446770410363712 2.446770410363712 CORTE 5-5 2.446770410363712 2.446770410363712 NFP +0.10 2.446770410363712 2.446770410363712 12.67597803716097 12.67597803716097 12.67597803716097 12.67597803716097 EXISTENTE COLUMNA ø1/4"@.25 4ø1/2" 4ø3/8" ø1/4"@.25 .15x.25 4ø1/2" 12.79999088398827 12.67597803716097 9.121474425739308 5.397088867536866 0.8668163407805025 0.8668163407805025 CORTE A-A 0.8668163407805025 0.8668163407805025 N.F.P 0.8668163407805025 N.P.T. JARDIN 2.169467176157724 2.169467176157724 2.169467176157724 B B CIMIENTO DE ESCALERA SEGUNDO TRAMO -11.16148026010455 6ø1/2" -11.16148026010453 E=0.15 (TIPICO) V-100 6ø1/2" 4ø1/2" ø3/8"@0.25 7ø1/2" 7ø1/2" (TIPICO) -11.16148026010455 (TIPICO) -11.16148026010455 -11.16148026010455 6ø1/2" TERCER TRAMO 7ø1/2" (TIPICO) E=0.15 -7.391396059464682 ø3/8"@0.25 -7.391396059464682 4ø1/2" 6ø1/2" ø3/8"@0.25 7ø1/2" -7.391396059464682 -7.391396059464682 -7.391396059464682 -7.391396059464682 V-100 -11.16148026010453 -7.391396059464682 -13.27909722137534 -19.3228895643056 -19.3228895643056 -19.3228895643056

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Garage, Deck / Patio, Garden / Park
Tags	autocad, DETAIL, details, DWG, earthquake resistant structure, erdbebensicher strukturen, Family, foundations, ground, home, ladder, seismic structures, seismoresistant, structure, strukturen, tank