Architecture Multifamily Housing – Details DWG Detail for AutoCAD

Architecture Multifamily Housing – Details DWG Detail for AutoCAD

Multifamily housing with 3 departments – Details of structures

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

cut, n.f.p, n.p.t., n.f.p, splices, sobrecimiento, foundation, rest, rest, rest, rest, beam beam, Folding detail of stirrups, in columns beams, dilatation, dilatation, dilatation, for, arq jose luis cotrina vilchez c.a.p., multifamily housing, jr. the zumanques mz. lot urb. san ignacio san juan de lurigancho, Mrs. light urban escalator, arq antonio cossio ale, architecture, owners, draft, design, Location, professional, specialty, date, scale, feb, luis t., flat:, file: luzmila, s.h., bedroom, son, principal, bedroom, s.h., yard, service, yard, living room, dinning room, car port, entry, horizontal vertical expansion joints, for bricks king kong of fm filling completely, flat roof, overload:, mortar:, steel, cut, column box, cistern detail, stair detail, esc, concentration detail, of stirrups in columns., cement concrete, Terrain resistance: in, concrete armed surgeries, concrete columns, cement concrete stone large maximum, Technical specifications, Concrete Cyclopean:, Surplus:, foundation:, resistance, concrete beams, reinforced concrete:, maximum, median, stone, esc, detail of sardineles., esc, Tank tank cover, esc, sedimentation pit, n.p.t., shoe detail, foundation cut detail, esc, scale, cut, cut, cut, idem, bxt, bxt, kind, no floor, idem, idem, cut, cut, split stone filling, sump box, of max., sanitary cap, top, cat stair, rack, nfp, seismic, dilatation meeting, nfp, seismic, dilatation meeting, nfp, foundation, esc, kitchen, s.h., capacity, cistern location, seismic, seismic, stairs, foundation of, seismic, cut, nfp, cut, cut, n.f.p, n.p.t., n.j., first stretch, third stretch, second quarter stretch, esc, plant of, flooring, according to the detail of stirrups., grill, foundation structure, Location, dec, scale, date, jr. circumvallation cumbaza nº maorales, multifamily housing, flat, owners, Ms. diana magaly siccha colonel, max henry arevalo reyna, student, code, course, budget costs, ing e. samame zata

Raw text data extracted from CAD file:

\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;.30 \A1;.05 \A1;.10 \A1;.10 \A1;.05 \A1;.10 \A1;.05 \A1;.30 \A1;.30 \A1;.10 \A1;.05 \A1;4.60 \A1;2.55 \A1;1.50 \A1;2.20 \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;.50 \A1;.80 \A1;.40 \A1;.50 \A1;.80 \A1;.15 \A1;.40 \A1;.40 \A1;.50 \A1;.80 \A1;.60 \A1;.30 \A1;.15 \A1;.15 \A1;.15 \A1;3.30 \A1;4.05 \A1;3.95 \A1;2.78 \A1;2.78 \A1;3.15 \A1;JNUTA DE DILATACION \A1;3.30 \A1;4.05 \A1;3.95 \A1;2.78 \A1;2.78 \A1;3.15 \A1;JNUTA DE DILATACION \A1;JUNTA DE DILATACION \A1;1.43 \A1;1.55 \A1;3.02 \A1;2.32 \A1;2.02 \A1;2.98 \A1;3.02 \A1;2.725 \A1;1.05 \A1;20.00 \A1;6.00 \A1;1.10 \A1;1.00 \A1;.50 \A1;1.90 \A1;1.00 \A1;1.00 \A1;JNUTA DE DILATACION \A1;.20 \A1;1.50 \A1;.20 \A1;.20 \A1;1.60 \A1;.20 \A1;1.85 \A1;.40 \A1;.15 \A1;.10 \A1;.05 \A1;.30 \A1;.80 \A1;.50 \A1;.25 \A1;.30 \A1;.075 \A1;.30 \A1;.20 \A1;.05 \A1;.80 \A1;.50 \A1;.80 \A1;.25 \A1;.20 \A1;.80 \A1;.15 \A1;.15 \A1;1.00 \A1;.30 \A1;1.15 \A1;.25 \A1;.70 \A1;.15 \A1;1.35 \A1;.30 \A1;.20 \A1;.70 \A1;.80 \A1;.15 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.80 \A1;.80 \A1;.30 \A1;.30 \A1;1.00 \A1;1.00 \A1;0.25 \A1;0.25 \A1;0.60 \A1;1.00x1.00 PARA ZPT.-01 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.05 \A1;ESPESOR \A1;1.00 \A1;.80 ARQ. JOSE LUIS COTRINA VILCHEZ C.A.P. 4805 VIVIENDA MULTIFAMILIAR Jr. Los Zumanques MZ. A lote 9 URB. SAN IGNACIO - SAN JUAN DE LURIGANCHO SRA. LUZMILA ESCALANTE URBANO ARQ. ANTONIO COSSIO ALE ARQUITECTURA - (DISTRIBUCION) PROPIETARIOS PROYECTO DISEÑO UBICACION PROFESIONAL ESPECIALIDAD FECHA ESCALA FEB 2000 1 / 50 LUIS T. PLANO: 2/8 ARCHIVO: LUZMILA ESCALANTE-A2.DWG \A1;1.30 \A1;1.48 \A1;.50 \A1;.20 S.H. DORMITORIO HIJO PRINCIPAL DORMITORIO S.H. PATIO SERVICIO PATIO SALA COMEDOR CAR PORT INGRESO 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 1 PISO SOBRECARGA: MORTERO: ACERO fy = 4200 kg/cm2 5 5 5 5 5 5 5 5 5 5 5 CORTE X-X 1/2" @ 0.25 VOL.= 3.36 M3 5 2.55 CUADRO DE COLUMNAS DETALLE DE CISTERNA 1.50 DETALLE DE ESCALERA ESC. 1/25 DETALLE DE CONCENTRACION DE ESTRIBOS EN COLUMNAS. CEMENTO HORMIGON 1:8 + 25% RESISTENCIA DE TERRENO: 1.5Kg/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 ESC. 1/25 DETALLE DE SARDINELES. 2.20 ESC ; 1/25 .30 5 .65 .15 \A1;45.00° TAPA DE TANQUE CISTERNA .15 1.60 X .15 ESC ; 1/25 .15 .60 d3/8"@.25 d3/8"@.25 d3/8"@.25 d3/8"@.25 .60 1/2" @ 0.25 FOSA DE SEDIMENTACION .40 1.45 N.P.T. - 0.05 N.P.T. + 0.00 / 0 3/8" @ .25 DETALLE DE ZAPATAS DETALLE DE CORTE CIMENTACION ESC. 1/25 5 ESCALA 1/25 CORTE 2-2 CORTE 3-3 5 CORTE 1-1 5 5 5 X .15 CORTE IDEM 1ºPISO bxt ø bxt ø ø3/8"@.25 4ø5/8"+ .15x.30 2 TIPO C-1 1 Nº PISO .15x.25 4ø3/8" ø1/4"@.25 6ø1/2" C-3 IDEM 1ºPISO .15x.30 C-2 IDEM 1ºPISO 5 CORTE 6-6 CORTE 5-5 5 5 5 CORTE 7-7 5 .30 5 RELLENO DE PIEDRA PARTIDA CAJA SUMIDERO DE .30x.30x.30 DE d 1" MAX. TAPA SANITARIA TAPA .60x.60 ESCALERA DE GATO REJILLA 5 NFP -0.05 SISMICA 3Cm. JUNTA DE DILATACION NFP -0.05 NFP -0.05 NFP -0.05 SISMICA 3Cm. JUNTA DE DILATACION 5 NFP -0.05 CIMENTACION ESC. 1/50 A NFP.+0.10 NFP.-0.05 NFP.+ 0.10 NFP.+ 0.10 NFP.+ 0.10 NFP.-0.05 NFP.+ 0.10 NFP.+ 0.10 NFP.+ 0.10 COCINA NFP.-0.05 S.H. CAPACIDAD 3.36M3 UBICACION DE CISTERNA -1.020870244749176 1 2 3 4 6 7 5 5 -1.020870244749176 -1.020870244749176 -1.020870244749176 5 -1.020870244749176 SISMICA 3cm. 5 5 3 7 6 5 -1.020870244749176 -1.020870244749176 -1.020870244749176 4 -1.020870244749176 2 1 -1.020870244749176 SISMICA 3cm. SISMICA 3cm. -1.020870244749176 -1.020870244749176 -1.020870244749176 -1.020870244749176 B C D -1.020870244749176 -1.020870244749176 B -1.020870244749403 -1.020870244749176 A D C 2.725 1.05 -1.020870244749176 0.1159219632547774 7 7 7 7 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 7 7 2 2 2 2 2 2 2 2 2 2 4 4 3 3 3 3 3 3 3 3 3 3 1A 1A 3 3 3 3 3 3 1A 1A 5 5 6 6 6 6 6 6 5 5 C1 ZPT.1 C1 C1 C2 C2 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C1 C2 C3 C3 C3 C3 C3 C3 C3 C3 ESCALERA CIMIENTO DE -1.020870244749176 -1.020870244749176 -1.020870244749176 -1.020870244749176 -1.020870244749176 -1.020870244749176 C3 -14.90087024474894 SISMICA 3cm. -1.020870244749176 -1.020870244749176 -1.020870244749176 -1.020870244749176 -1.020870244749176 -1.020870244749176 -1.020870244749176 .40 CORTE 1A-1A .15 .25 5 5 5 5 5 NFP -0.05 NFP -0.05 CORTE 4-4 ø1/4"@.25 16.67736118635253 16.67736118635253 CORTE A-A 16.67736118635253 16.67736118635253 N.F.P 16.67736118635253 N.P.T. N.J. A B .80 7ø1/2" .50 (TIPICO) .80 7ø1/2" 6ø1/2" 7ø1/2" PRIMER TRAMO 4ø1/2" .25 .20 .80 .15 (TIPICO) .15 1.00 TERCERO TRAMO .30 1.15 .25 (TIPICO) .70 .15 1.35 .30 SEGUNDO Y CUARTO TRAMO .20 .70 ø3/8"@0.25 ø3/8"@0.25 NFP+.10 (TIPICO) E=0.15 .80 (TIPICO) .15 .30 .30 .15 .15 .80 .80 7ø1/2" 6ø1/2" 7ø1/2" ø3/8"@0.25 6ø1/2" 4ø1/2" .30 .30 ø3/8"@0.25 V-100 C1 0.6723750221743785 0.6723750221743785 ESC. 1/25 PLANTA DE ZAPATA(ZPT.1) 0.0 0.0 0.0 0.0 0.0 SOLADO Fc=100Kg/cm2 0.0 0.0 SEGUN DETALLE DE ESTRIBOS. PARRILLA ø1/2" A 0.15 N.P.T.+.10 0.0 0.0 ø1/2" A 0.15 ø1/2" A 0.15 1.00 6ø1/2" 7ø1/2" 7ø1/2" ø3/8"@0.25 4ø1/2" 6ø1/2" ø3/8"@0.25 V-100 .80 (TIPICO) E=0.15 E=0.15 (TIPICO) C1 C1 C1 5 5 5 5 2ø1/2" ESTRUCTURA - CIMENTACIÓN UBICACION DIC 2009 ESCALA FECHA 1 / 50 Jr. CIRCUNVALACION CUMBAZA Nº 19 - MAORALES VIVIENDA MULTIFAMILIAR PLANO PROPIETARIOS SRTA. DIANA MAGALY SICCHA CORONEL 033003 MAX HENRY AREVALO REYNA ALUMNO CODIGO CURSO COSTOS Y PRESUPUESTOS Ing E. SAMAME ZATA

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features	Deck / Patio, Escalator
Tags	architecture, autocad, departments, DETAIL, details, DWG, Housing, multifamily, stahlrahmen, stahlträger, steel, steel beam, steel frame, structure en acier, structures