Complete Project Of Houses Of Social Interest DWG Full Project for AutoCAD

Project design with concrete walls – Plant – Elevation – Section – Details – Technical specifications

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

do not. of reg. :, ing. jose antonio vazquez melendez, signature:, classif. of work:, ced. prof. :, address:, d. r. or. :, project:, owner:, location:, housing complex, construction kratos, s.a. of c.v., charm iii, no. plane:, plane format, date:, scale:, plane:, j. c. r., drawing:, review:, reference, reviewer, revision, no., date, kitchen, living room, bathroom, service patio, access, architectural, architectural floor, roof plant, main facade, cut aa, location , adolfo road, nicolas totzintla, property, av. garci-curl, golf, club, ejido san, orizaba, air field, private, lopez mateos, a puebla, lawrence, armed foundation, cut cc ‘, cut bb’, plant strains, mesh plant in ribs, grill plant, Armed cistern, detail, welding cord, joint detail, anchor detail according to type of union, staple detail, anchor head of wall, rod anchor with epoxy, walls, weld bead, pin, hook, register, lifting, device, reinforced walls, staple, coating, adjusting rod, reinforcement staples, armed type, preparation with polystyrene for subsequent casting, union wall slab, union wall, union wall-wall, union wall-slab, staple union with slab, front, floor, floor plan, floor slab, panel a, panel b, panel c, panel d, armed caissons, b-b ‘cut, cut a-a’, pigeon breast detail, pigeon breast auction, prefabricated slab , band ojillada, band ojillada

Raw text data extracted from CAD file:

No. de Reg. : ING. JOSE ANTONIO VAZQUEZ MELENDEZ PRIV. 3″A” SUR 4118 – 201, COL. HUEXOTITLA, PUEBLA, PUE. 686237 TEL. 237 05 74 Firma : A.I /CN Clasif. de Obra : Ced. Prof. : Domicilio : D. R. O. : Proyecto : Propietario : Ubicacion : CALLE PUEBLA No. 106, CUAUTLANCINGO, PUE. CONJUNTO HABITACIONAL CONSTRUCTORA KRATOS, S.A. DE C.V. ENCANTO III No. de Plano : PLANO FORMATO A1 NOV./00 1 : 75 Fecha : Escala : Plano : J. C. R. Proyecto : Dibujo : Reviso : REFERENCIA REVISOR REVISION No. 01 02 03 FECHA 04 1652 / 88 2.80 2.85 2.85 2.80 11.40 2.70 1.55 1.10 2.70 1.55 1.10 2.80 1.20 1.65 1.65 1.20 2.80 11.40 2.70 4.00 0.90 2.80 4.10 1.00 8.00 0.50 7.90 1.70 0.50 0.30 1.30 0.80 1.70 0.90 1.80 0.60 0.40 1.40 0.90 1.80 1.00 11.40 2.80 2.85 2.80 0.10 0.70 1.20 0.56 0.16 0.25 2.87 2.45 0.16 0.26 0.10 2.97 -34.57452132932593 -34.57452132932593 -34.57452132932593 1 2 -34.57452132932593 -34.57452132932593 5 8 11 15 14 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 2.42 0.15 0.25 0.10 1.20 2.82 0.70 0.10 0.50 0.27 0.15 0.77 1.50 0.55 0.10 0.10 2.70 0.10 1.10 0.10 1.55 0.10 0.10 2.70 1.10 1.55 0.10 0.10 0.10 0.10 2.92 2.85 6.80 0.90 1.70 1.10 2.30 1.70 1.10 2.30 2.70 5.60 2.70 2.30 0.15 0.37 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G A B D F G 5 5 5 5 5 5 5 5 1 4 7 8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 RECAMARA 2 RECAMARA 2 COCINA COCINA S A L A COMEDOR COMEDOR S A L A 80 75 65 85 85 65 80 75 90 90 120 120 70 70 75 75 Cisterna cap. 3.00 m3 Cisterna cap. 3.00 m3 PENDIENTE 1.5% PENDIENTE 1.5% PENDIENTE 1.5% PENDIENTE 1.5% A’ A F 5 B D G A 5 5 5 NPT. +0.10 NPT. +0.10 NPT. +0.10 NPT. +0.10 NPT. +0.10 NPT. +0.10 NPT. +0.10 NPT. +0.10 BAÑO BAÑO PATIO DE SERVICIO ACCESO ACCESO No. de Reg. : Firma : Clasif. de Obra : Ced. Prof. : Domicilio : D. R. O. : Proyecto : Propietario : Ubicacion : No. de Plano : ARQUITECTONICO LA1 MAR./00 1 : 75 Fecha : Escala : Plano : Proyecto : Dibujo : Reviso : REFERENCIA REVISOR REVISION No. 01 02 03 FECHA 04 2.42 8 7 1 5 0.25 5 PLANTA ARQUITECTONICA PLANTA AZOTEA FACHADA PRINCIPAL CORTE AA’ S A L A COMEDOR RECAMARA 2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.10 0.10 LOCALIZACION CALZADA ADOLFO NICOLAS TOTZINTLA PROPIEDAD AV. GARCI-CRESPO GOLF CLUB DE EJIDO SAN A ORIZABA CAMPO AEREO GOLF PRIVADA CLUB DE LOPEZ MATEOS A PUEBLA LORENZO EJIDO SAN PLANTA AZOTEA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 No. de Reg. : ING. JOSE ANTONIO VAZQUEZ MELENDEZ PRIV. 3″A” SUR 4118 – 201, COL. HUEXOTITLA, PUEBLA, PUE. 686237 TEL. 237 05 74 Firma : A.I /CN Clasif. de Obra : Ced. Prof. : Domicilio : D. R. O. : Proyecto : Propietario : Ubicacion : CALLE PUEBLA No. 106, CUAUTLANCINGO, PUE. CONJUNTO HABITACIONAL CONSTRUCTORA KRATOS, S.A. DE C.V. ENCANTO III No. de Plano : PLANO FORMATO A1 NOV./00 1 : 75 Fecha : Escala : Plano : J. C. R. Proyecto : Dibujo : Reviso : REFERENCIA REVISOR REVISION No. 01 02 03 FECHA 04 1652 / 88 2.80 1.20 1.65 2.80 11.40 2.80 1.20 1.65 1.65 1.20 2.80 11.40 1.80 2.70 1.00 8.00 1.80 0.60 1.80 2.70 1.00 0.60 1.80 1.65 1.20 2.80 1.20 1.65 2.80 2.80 1.20 1.65 1.65 1.20 2.80 11.40 2.70 1.00 8.00 1.80 0.60 1.80 2.70 1.00 0.60 1.80 1.65 1.20 2.80 2.80 11.40 11.40 8.00 1.80 1.65 2.80 2.70 1.00 1.80 0.60 1.20 1.20 1.65 1.65 2.80 1.20 1.20 1.65 8.00 1.80 2.70 1.00 1.80 0.60 1.20 2.80 1.20 1.65 1.65 1.80 8.00 1.80 8.00 11.40 2.80 1.20 2.70 2.80 1.00 1.80 0.60 1.20 1.65 1.65 2.70 1.00 1.80 0.60 11.40 2.80 0.15 0.45 0.15 1.63 0.15 2.53 0.15 0.85 0.15 0.15 0.45 0.15 1.63 0.15 2.53 0.15 0.85 0.15 2.60 0.15 1.05 0.15 1.53 0.15 0.15 2.60 0.15 0.15 2.65 0.15 1.03 0.15 0.15 1.03 0.15 2.65 0.15 0.15 0.15 1.65 0.15 0.45 0.15 1.63 0.15 2.53 0.15 0.85 0.15 0.15 1.65 0.15 0.45 0.15 1.63 0.15 2.53 0.85 0.15 0.15 2.65 0.15 1.03 0.15 1.50 0.15 1.50 0.15 1.03 0.15 2.65 0.15 0.15 2.65 1.03 1.50 1.50 1.03 2.65 0.15 1.65 0.15 0.45 0.15 1.63 0.15 2.53 0.15 0.85 0.15 0.15 1.65 0.15 0.45 0.15 1.63 0.15 2.53 0.85 0.15 0.15 2.60 0.15 1.05 0.15 0.15 2.60 0.15 0.15 2.65 1.03 1.50 1.50 1.03 2.65 0.15 1.65 0.15 0.45 0.15 1.63 0.15 2.53 0.15 0.85 0.15 0.15 1.65 0.15 0.45 0.15 1.63 0.15 2.53 0.85 0.15 0.15 2.65 1.03 1.50 1.50 1.03 2.65 0.15 2.78 0.15 2.70 0.15 2.70 0.15 2.63 0.15 0.60 0.80 0.80 0.80 0.60 5.70 0.20 0.15 3.53 0.15 1.63 0.15 0.87 0.60 0.80 0.60 1.20 0.20 0.15 2.53 0.15 4.03 0.15 1.20 1.20 1.20 1.20 1.20 1.20 0.80 .10 .10 0.60 0.60 0.60 0.60 0.60 0.60 0.80 0.60 0.80 0.60 0.80 1.80 1.65 0.15 1.65 0.15 11.40 0.15 1.53 1.05 0.15 1.53 1.05 0.15 1.53 0.15 0.15 0.15 2.60 1.05 0.15 0.15 2.60 0.15 1.53 1.05 0.15 1.53 0.60 0.15 2.65 3.30 1.53 -51.55890549826343 -51.55890549826343 1.53 1.53 0.15 0.15 0.764 60° 0.15 0.256 0.38 L L L 0.18 0.764 0.33 0.33 0.256 0.18 0.33 0.38 0.18 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G A B D F G 5 5 5 1 7 8 5 5 5 5 5 5 1 2 3 5 7 8 Cisterna cap. 3.00 m3 Cisterna cap. 3.00 m3 2 3 5 5 5 C E 5 5 5 5 5 7 8 5 3 2 1 5 5 5 A 5 5 5 B 5 C E 5 5 D F 5 5 A B 5 C 5 5 D E F 5 5 5 G 5 8 7 5 5 5 3 2 1 G 5 5 5 5 5 5 5 5 5 A 8 7 5 B 5 5 3 2 5 5 E D 5 C 5 F 5 G 5 8 7 5 5 5 3 2 5 5 1 5 5 A B E 5 D 5 C 5 F 1 G 5 5 5 5 5 5 A 5 5 8 7 5 5 5 3 2 5 5 B 5 C D 1 A 5 5 B 5 C D 5 5 5 5 F E 5 G 5 8 7 5 5 5 3 2 1 5 F E 5 G 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 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 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 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 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 5 5 5 Clasif. de Obra : Ced. Prof. : Domicilio : D. R. O. : Propietario : Ubicacion : Proyecto : No. de Reg. : Firma : 02 03 04 REVISION No. 01 REVISOR CIMENTACION ARMADO REFERENCIA FECHA Proyecto : Dibujo : Plano : Reviso : No. de Plano : LC1 MAR./00 Fecha : 1 : 75 Escala : Clasif. de Obra : Ced. Prof. : Domicilio : D. R. O. : Propietario : Ubicacion : Proyecto : No. de Reg. : Firma : 02 03 04 REVISION No. 01 REVISOR CIMENTACION ARMADO REFERENCIA FECHA Proyecto : Dibujo : Plano : Reviso : No. de Plano : LC2 MAR./00 Fecha : 1 : 75 Escala : ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 A A’ CORTE AA’ CORTE CC’ CORTE BB’ B’ B C’ C ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 FRANJA DE MALLA ELECTROSOLDADA 6×6/10-10 FRANJA DE MALLA ELECTROSOLDADA 6×6/10-10 FRANJA DE MALLA ELECTROSOLDADA 6×6/10-10 FRANJA DE MALLA ELECTROSOLDADA 6×6/10-10 FRANJA DE MALLA ELECTROSOLDADA 6×6/10-10 FRANJA DE MALLA ELECTROSOLDADA 6×6/10-10 ARMEX 15X20 ARMEX 15X20 FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. PARRILLA TEC-60 d1/4″@30 PARRILLA TEC-60 d1/4″@30 PARRILLA TEC-60 d1/4″@30 PARRILLA TEC-60 d1/4″@30 PARRILLA TEC-60 d1/4″@30 PARRILLA TEC-60 d1/4″@30 PARRILLA TEC-60 d1/4″@30 PARRILLA TEC-60 d1/4″@30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. ARMEX 15X20 ARMEX 15X20 ARMEX 15X20 FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 120cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 120cm. PLANTA CEPAS PLANTA MALLA EN NERVADURAS PLANTA PARRILLA 5 5 5 5 FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 60cm. FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 80cm. ARMEX 15X20 D1 D2 ARMEX 15X20 FRANJAS MALLA ELECTROSOLDADA 6X6/10-10 0.80 .10 .10 DETALLE 1 PARRILLA TEC-60 d1/4″@ 30cm. PARRILLA TEC-60 d1/4″@ 30cm. DETALLE 2 C B A A’ C’ B’ C B A A’ C’ B’ C B A A’ C’ B’ 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Cisterna cap. 3.00 m3 Cisterna cap. 3.00 m3 Cisterna cap. 3.00 m3 Cisterna cap. 3.00 m3 Cisterna cap. 3.00 m3 Cisterna cap. 3.00 m3 ARMADO CISTERNA DETALLE (plano LE3) 0.15 V. d 3/8″ V. d 3/8″ 0.15 0.764 5 0.15 d CORDON DE SOLDADURA 3/4″ d < 1 1/4" X 1/8" 16mm P P < 0.256 2 V. d 1/4" TEC. 60 0.38 V. d 1/2" 2 V. d 1/4" L L L 3.0cm L 0.18 0.764 V. d 3/4" 0.33 0.33 0.256 DETALLE DE UNION V. d 3/4" 0.18 ARMEX 15X20 CORDON DE 10cm. DE SOLDADURA CORDON DE 10cm. DE SOLDADURA 2 V. d 3/8" 0.33 0.38 2 V. d 3/8" 0.18 ARMEX 15X20 V. d 1/2" V. d 1/2" 2 V. d 3/8" CORDON DE 10cm. DE SOLDADURA DETALLE DE ANCLAJE SEGUN TIPO DE UNION No. de Reg. : ING. JOSE ANTONIO VAZQUEZ MELENDEZ PRIV. 3"A" SUR 4118 - 201, COL. HUEXOTITLA, PUEBLA, PUE. 686237 TEL. 237 05 74 Firma : A.I /CN Clasif. de Obra : Ced. Prof. : Domicilio : D. R. O. : Proyecto : Propietario : Ubicacion : CALLE PUEBLA No. 106, CUAUTLANCINGO, PUE. CONJUNTO HABITACIONAL CONSTRUCTORA KRATOS, S.A. DE C.V. ENCANTO III No. de Plano : PLANO FORMATO A1 NOV./00 1 : 75 Fecha : Escala : Plano : J. C. R. Proyecto : Dibujo : Reviso : REFERENCIA REVISOR REVISION No. 01 02 03 FECHA 04 1652 / 88 2.80 2.85 2.85 2.80 11.40 2.80 1.20 1.65 1.65 1.20 2.80 11.40 2.80 4.10 1.00 8.00 8.00 1.80 0.60 0.40 1.40 0.90 1.80 1.00 0.10 0.70 1.20 0.56 0.16 0.25 2.87 2.45 0.16 0.26 0.10 2.97 -34.57452132932593 -34.57452132932593 -34.57452132932593 1 2 -34.57452132932593 -34.57452132932593 5 8 11 15 14 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 0.10 2.70 0.10 2.75 0.10 2.75 0.10 2.70 0.10 0.10 3.35 0.10 3.35 0.10 0.90 0.10 0.10 3.35 0.10 3.35 0.10 0.90 0.10 0.10 1.85 0.85 0.10 2.75 0.10 2.75 0.10 0.85 1.85 0.10 0.10 2.30 .08 .08 10.00 10.00 10.00 .40 .40 .04 10.00 10.00 10.00 10.00 10.00 10.00 0.15 0.15 10.00 10.00 10.00 10.00 10.00 2.80 2.85 2.85 2.80 11.40 2.80 1.20 1.65 1.65 1.20 2.80 11.40 2.80 4.10 1.00 8.00 8.00 1.80 0.60 0.40 1.40 0.90 1.80 1.00 2.75 0.10 2.75 0.10 2.70 0.10 0.10 3.35 0.10 3.35 0.10 0.90 0.10 3.35 0.10 0.90 0.10 3.35 0.10 0.10 1.85 0.10 0.85 0.10 2.75 2.75 0.10 0.10 0.85 1.85 0.10 1.70 1.90 2.40 0.10 0.75 0.95 1.70 1.90 2.40 0.10 0.75 0.95 1.10 0.10 0.75 0.80 0.10 0.80 0.75 0.10 1.10 0.10 0.10 0.65 0.45 0.10 0.10 0.10 0.10 0.45 0.65 2.30 0.10 0.10 0.10 2.30 0.10 2.65 0.10 2.65 2.70 2.70 0.15 0.15 0.15 0.15 0.15 0.10 0.15 0.10 0.15 0.15 0.15 0.15 10.00 10.00 0.15 0.15 10.00 10.00 10.00 10.00 10.00 10.00 10.00 10.00 2.42 0.15 0.25 2.405 2.70 0.10 0.10 0.15 0.37 2.36 2.39 2.33 2.32 5 5 5 5 5 5 5 5 5 5 5 5 A B C D E F G A B D F G 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 7 8 A' A PLANTA ARQUITECTONICA CORTE AA' RECAMARA 2 S A L A COMEDOR 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 5 5 5 5 5 5 P1 P7 P8 P5 P6 P11 P4 P12 P14 P13 P3 P2 P10 P9 P1 P7 P9 P2 P10 P12 P6 P11 P5 P8 P4 5 UT-3.1 UT-1 UT-3.1 UT-2 UT-1 UT-3 UT-3 UT-2.1 UT-2.1 UT-2.1 UT-2 5 .08 DETALLE GRAPA DESARROLLO 1.20 m. .08 V.d3/4" 10.00 10.00 GRAPA d1/4" U-1 UNION TIPO DE PANEL 10.00 U-2 UNION TIPO DE PANEL .40 .40 .04 GRAPA d1/4" GRAPA d1/4" GRAPA d1/4" 10.00 10.00 V d1/2 10.00 U-3 UNION TIPO DE PANEL 10.00 10.00 GRAPA d1/4" GRAPA d1/4" GRAPA d1/4" 10.00 V. d1/2 5 5 GRAPA d1/4" GRAPA d1/4" 10.00 10.00 10.00 10.00 10.00 GRAPA d1/4" ANCLAJE CABEZAL DE MURO MALLA ELECTROSOLDADA 6X6/22 LONGITUD DE GANCHO 40 d SEGUN EL ANCLAJE DETALLE GRAPA 0.30 .15 .10 PASADOR 25cm. d EL INDICADO EN CADA CASO ANCLAJE DE VARILLA CON EPOXICO 5 5 5 5 5 5 5 5 5 P4 5 5 5 5 C PLANTA ARQUITECTONICA 5 5 5 5 5 5 5 A 5 8 7 5 5 5 5 5 A' B P5 P11 5 P7 P8 5 4 5 5 5 5 P10 5 P2 P5 5 5 5 5 P6 5 5 5 5 D P14 P6 5 5 E F 5 5 P11 5 P12 5 5 5 5 5 5 5 P13 5 5 5 5 5 P12 P3 5 5 5 5 5 5 5 P4 5 P10 P2 5 5 5 5 7 5 G 5 5 5 5 8 4 3 6 5 5 P8 5 P7 5 5 5 2 5 5 5 5 5 1 5 P1 P9 5 A A B 5 5 5 5 5 5 5 5 P9 P1 5 5 1 D F G 5 5 5 5 5 5 5 5 5 5 5 5 AN/T1 AN/T1 AN/T1 AN/T2 AN/T2 AN/T2 SOLDADO CON 2 CORDONES DE 10cm. UT-2 AN/T1 AN/T1 UT-2 UT-1 AN/T2 AN/T2 UT-2.1 AN/T1 UT-2.1 UT-3 UT-3 UT-2.1 AN/T2 10.00 GRAPA d1/4" U-2.1 UNION TIPO DE PANEL 10.00 5 5 V. d3/8'' 10.00 10.00 GRAPA d1/4" GRAPA d1/4" 10.00 10.00 10.00 U-3.1 UNION TIPO DE PANEL GRAPA d1/4" 10.00 V.d1/2'' 10.00 10.00 GRAPA d1/4" GRAPA d1/4" Ubicacion : Propietario : Proyecto : D. R. O. : Domicilio : Ced. Prof. : Clasif. de Obra : Firma : No. de Reg. : Fecha : MAR./00 MUROS FECHA 02 04 03 REVISION No. 01 REVISOR REFERENCIA Dibujo : Proyecto : Plano : Reviso : Escala : 1 : 75 LE1 No. de Plano : 5 5 5 5 ANCLAJE TIPO 1 ANCLAJE TIPO 2 GANCHO d #4 PASADOR d #6 GANCHO d #3 PASADOR d #4 P11 P9 P10 P5 P6 P1 CORDON DE SOLDADURA PASADOR GANCHO 5 5 5 5 5 5 5 5 5 7 8 1 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.30 \A1;2.70 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;1.10 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.30 \A1;0.45 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;2.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.42 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.22 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.12 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.42 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;1.85 \A1;2.42 \A1;2.75 \A1;2.42 \A1;2.75 \A1;3.35 \A1;2.30 \A1;3.35 \A1;2.30 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.30 \A1;0.95 \A1;2.40 \A1;2.30 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.10 \A1;2.30 \A1;1.70 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;2.30 \A1;2.30 \A1;0.20 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.50 \A1;1.20 \A1;0.70 \A1;0.35 \A1;2.00 \A1;0.35 \A1;0.20 \A1;0.20 \A1;0.55 \A1;0.55 \A1;0.23 \A1;0.23 \A1;0.35 \A1;1.15 \A1;0.35 \A1;0.15 \A1;0.35 \A1;2.65 \A1;0.35 \A1;0.35 \A1;2.65 \A1;0.35 \A1;0.48 \A1;0.48 \A1;0.35 \A1;1.70 \A1;0.35 \A1;0.35 \A1;1.00 \A1;0.35 \A1;0.35 \A1;1.60 \A1;0.35 \A1;2.30 \A1;2.65 \A1;0.35 \A1;1.95 \A1;0.35 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 4.0 20.0 8 10.00 10.00 .04 .40 .08 .08 .40 0.15 MALLA ELECTROSOLDADA 66/22 DISPOSITIVO DE IZAJE (EL CUAL DEBERA SUJETARSE EN LA PARTE POSTERIOR DE LA PARRILLA) 1 DETALLE 1 REGISTRO -26401.74597818849 RECUBRIMIENTO 2.5 cm. VARILLA DE AJUSTE d 1/4 TEC. 60 GRAPAS DE REFUERZO DE 50cm DE d 1/4'' TEC. 60 DETALLE 2 -26710.67094344086 DETALLE 2 -26223.94436669488 1.00 REGISTRO MALLA ELECTROSOLDADA 66/22 DISPOSITIVO DE IZAJE (EL CUAL DEBERA SUJETARSE EN LA PARTE POSTERIOR DE LA PARRILLA) -26453.45152549098 -26453.45152549098 -26453.45152549098 DETALLE GRAPA DESARROLLO 1.20 m. -26453.45152549098 -26453.45152549098 GRAPA d5/16 -26082.87463125935 -26082.87463125935 -26082.87463125935 DE IZAJE DISPOSITIVO \A1;.40 \A1;.04 \A1;.08 \A1;.08 \A1;.40 \A1;0.15 \A1;0.50 \A1;0.70 \A1;0.15 \A1;0.10 \A1;0.15 \A1;0.15 \A1;0.15 \A1;2.30 \A1;0.55 \A1;1.50 \A1;0.37 \A1;0.75 \A1;1.25 \A1;0.75 \A1;0.75 \A1;1.25 \A1;0.75 \A1;0.12 \A1;0.08 \A1;0.40 \A1;0.04 \A1;0.40 \A1;0.35 \A1;0.35 \A1;0.925 \A1;0.90 \A1;0.925 \A1;0.925 \A1;0.90 \A1;0.925 \A1;0.30 \A1;1.20 \A1;0.35 \A1;1.70 \A1;1.95 \A1;2.65 \A1;2.70 \A1;0.40 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.30 \A1;0.35 \A1;0.40 \A1;0.40 \A1;0.40 \A1;2.36 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.95 \A1;0.34 \A1;0.35 \A1;0.40 \A1;0.40 \A1;0.36 \A1;0.40 \A1;1.55 \A1;0.55 \A1;0.40 \A1;0.75 \A1;0.75 \A1;0.40 \A1;1.55 \A1;0.40 \A1;0.10 \A1;0.40 \A1;0.40 \A1;0.15 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.55 \A1;2.70 \A1;2.70 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.75 \A1;0.40 \A1;0.40 \A1;0.75 \A1;0.15 \A1;0.10 \A1;0.30 \A1;0.075 \A1;0.33 \A1;0.075 \A1;0.33 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.15 \A1;0.47 \A1;0.12 \A1;3/16" \A1;0.12 Ubicacion : Propietario : Proyecto : D. R. O. : Domicilio : Ced. Prof. : Clasif. de Obra : Proyecto : Plano : ARMADO MUROS REVISOR Firma : No. de Reg. : 02 04 03 REVISION 01 No. FECHA REFERENCIA MAR./00 Dibujo : Reviso : Fecha : 1 : 50 Escala : LE2 No. de Plano : P1 P2 P4 P5 P6 P7 P8 P9 P10 P11 P12 P14 P6' 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 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 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 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 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 MALLA ELECTROSOLDADA 66/22 MALLA ELECTROSOLDADA 66/22 MALLA ELECTROSOLDADA 66/22 .40 .04 .08 DETALLE GRAPA DESARROLLO 1.20 m. .08 .40 GRAPA \U+2205 1/4" RECUBRIMIENTO 2.5 cm. VARILLA DE AJUSTE \U+2205 1/4 TEC. 60 GRAPAS DE REFUERZO DE 50cm DE \U+2205 1/4'' TEC. 60 DETALLE 1 0.15 ARMADO TIPO 5 5 D1 D1 D1 PREPARACION CON POLIESTIRENO PARA POSTERIOR COLADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.12 GRAPA d3/8" 0.08 0.40 0.04 DETALLE union muro losa 0.40 union muro muro UNION MURO-MURO DETALLE GRAPA UNION MURO-LOSA DETALLE GRAPA GRAPA UNION CON LOSA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P13 5 5 5 5 5 5 5 5 5 5 5 5 MALLA ELECTROSOLDADA 66/22 5 5 5 5 5 5 5 5 PREPARACION CON POLIESTIRENO PARA POSTERIOR COLADO 5 5 5 P3' 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 5 P3 5 5 5 5 5 5 5 5 5 5 5 GRAPA UNION CON LOSA 5 5 5 5 PL-1 PL-1 5 5 5 5 5 5 PL-1 SOLERAS RECTAS DE 2.5x10cm 5 FRENTE 3/16" 5 PLANTA No. de Reg. : ING. JOSE ANTONIO VAZQUEZ MELENDEZ PRIV. 3"A" SUR 4118 - 201, COL. HUEXOTITLA, PUEBLA, PUE. 686237 TEL. 237 05 74 Firma : A.I /CN Clasif. de Obra : Ced. Prof. : Domicilio : D. R. O. : Proyecto : Propietario : Ubicacion : CALLE PUEBLA No. 106, CUAUTLANCINGO, PUE. CONJUNTO HABITACIONAL CONSTRUCTORA KRATOS, S.A. DE C.V. ENCANTO III No. de Plano : PLANO FORMATO A1 NOV./00 1 : 75 Fecha : Escala : Plano : J. C. R. Proyecto : Dibujo : Reviso : REFERENCIA REVISOR REVISION No. 01 02 03 FECHA 04 1652 / 88 0.10 0.70 1.20 0.56 0.16 0.25 2.87 2.45 0.16 0.26 0.10 2.97 -34.57452132932593 -34.57452132932593 -34.57452132932593 1 2 -34.57452132932593 -34.57452132932593 5 8 11 15 14 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 -33.16586778144969 2.85 2.85 2.80 2.80 11.40 8.00 8.00 0.25 0.15 0.10 2.40 2.42 2.30 2.30 2.30 0.10 0.30 0.10 0.10 0.10 0.40 0.15 0.45 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.10 1.30 0.10 1.30 0.10 1.30 0.15 1.30 0.10 1.30 0.10 1.30 0.10 1.30 0.10 0.10 1.30 0.10 1.30 0.15 1.30 0.10 1.30 0.10 1.30 0.15 1.30 0.10 1.30 0.10 0.10 0.10 0.40 0.15 0.45 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.10 0.50 0.10 0.50 0.10 0.50 0.10 0.50 1.10 0.10 0.10 0.50 0.10 0.50 0.10 0.50 0.10 0.50 1.10 0.10 0.10 0.30 0.10 0.15 1.30 0.10 1.30 0.60 2.70 0.10 4.10 0.60 2.70 0.10 4.10 2.70 2.75 2.70 2.70 0.100 0.600 0.100 0.600 0.100 0.600 0.097 0.603 0.100 0.600 0.100 0.600 0.100 0.600 0.100 0.600 0.100 0.600 0.100 0.450 0.150 0.400 0.100 0.500 0.100 1.300 0.100 1.300 0.150 1.300 0.100 1.300 0.100 1.300 0.100 1.300 0.150 1.300 0.100 1.300 0.100 0.10 0.15 0.10 3.350 3.500 1.300 1.300 1.375 1.375 1.375 1.375 1.300 1.300 1.10 2.30 1.10 2.30 0.12 0.08 0.12 0.08 0.13 0.12 CAPA DE COMPRESION 4cm. 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.55 0.10 0.45 0.10 0.30 0.10 0.60 0.10 0.60 0.10 0.60 0.10 0.55 0.10 0.45 0.10 0.30 0.100 1.300 0.045 1.445 0.600 0.100 0.600 0.100 0.600 0.100 0.550 0.100 0.450 0.100 0.300 1.900 1.700 3.600 0.050 1.300 1.350 3.600 1.300 0.045 1.345 0.029 0.600 0.100 0.600 0.100 0.600 0.100 0.600 0.100 0.450 3.350 0.045 1.300 0.050 3.350 0.750 1.900 0.700 1.300 0.045 1.395 1.345 0.600 0.100 0.600 0.100 0.600 0.100 0.600 0.100 0.600 0.050 3.450 0.045 1.300 1.345 0.600 0.100 0.600 0.100 0.600 0.100 0.600 0.100 0.600 0.050 3.450 0.010 0.500 0.090 0.500 0.090 0.500 0.090 0.500 0.010 0.020 1.050 0.020 1.090 1.395 0.15 0.37 1.10 0.50 0.045 1.35 1.35 1.40 1.35 1.40 1.35 1.35 1.35 0.050 1.300 0.150 0.150 0.03 0.12 0.03 0.12 0.03 0.12 0.05 0.07 0.05 0.38 3.40 1.50 1.50 5.80 0.10 1.50 3.30 1.50 1.50 0.10 1.20 0.10 0.20 0.10 0.20 0.10 1.20 0.10 0.10 0.16 1.40 0.20 0.20 0.20 1.47 0.20 0.10 0.60 1.80 0.20 1.47 0.60 1.53 0.58 0.61 1.33 0.10 0.60 0.20 0.20 0.10 3.30 0.16 0.16 0.07 1.47 0.10 0.20 0.10 0.20 0.20 0.20 0.20 0.20 0.20 1.47 0.10 0.07 0.20 0.20 0.20 0.20 0.20 0.12 0.61 0.10 0.20 0.20 5 5 CORTE AA' 5 03 04 02 REVISION Clasif. de Obra : Ced. Prof. : Ubicacion : No. de Reg. : Firma : A A 5 5 F PLANTA CASETONES 5 8 A' A 4 7 1 2 5 Domicilio : D. R. O. : C B Proyecto : Propietario : D F E 8 G 01 No. 4 3 6 5 7 B D 1 G LE3 Proyecto : Fecha : MAR./00 Reviso : Dibujo : Escala : 1 : 75 5 5 5 5 5 5 5 5 PLANTA DE LOSA No. de Plano : REFERENCIA REVISOR FECHA Plano : 1 COMEDOR RECAMARA 2 4 S A L A 8 7 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 B' B 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 CAPA DE MALLA ELECTROSOLDADA 6x6/10-10 GENERAL \A1;3d \S5#16;"TEC-60 (f'y=6000kg/cm2) 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 \A1;3d \S5#16;"TEC-60 (f'y=6000kg/cm2) 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 15 11 14 8 A F B D G 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 \A1;4d \S5#16;"TEC-60 (f'y=6000kg/cm2) CAPA DE MALLA ELECTROSOLDADA 6x6/10-10 GENERAL 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 5 5 5 5 5 5 5 5 5 5 5 5 5 PA PA-1 PA-2 PB PB-2 PB-1 PC PC-2 PC-1 PD PA PA-1 PA-2 PB PB-2 PB-1 PC PC-2 PC-1 PD PANEL A PA-1 PA-2 PANEL B PANEL C PANEL D 03 04 02 REVISION Clasif. de Obra : Ced. Prof. : Ubicacion : No. de Reg. : Firma : Domicilio : D. R. O. : Proyecto : Propietario : 01 No. LE4 Proyecto : Fecha : MAR./00 Reviso : Dibujo : Escala : 1 : 75 ARMADO CASETONES No. de Plano : REFERENCIA REVISOR FECHA Plano : A A F 15 11 14 8 B D G B' B 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 0.10 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 0.15 \A1;3d \S5#16;"TEC-60 (f'y=6000kg/cm2) 0.10 CAPA DE MALLA ELECTROSOLDADA 6x6/10-10 GENERAL CAPA DE MALLA ELECTROSOLDADA 6x6/10-10 GENERAL CAPA DE MALLA ELECTROSOLDADA 6x6/10-10 GENERAL DETALLE 1 DETALLE 2 DETALLE 3 D1 D2 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2v. d 5/16'' 2.6m. TEC.-60 EN LECHO INFERIOR 2v. d 5/16'' 2.6m. TEC.-60 EN LECHO INFERIOR A' CORTE B-B' CORTE A-A' 2v.d 5/16''TEC.-60 EN LECHO INFERIOR 2v. d 5/16''TEC.-60 EN LECHO INFERIOR 0.12 0.08 0.12 0.08 0.13 0.12 E(AFY5) #8@15 E(AFY5) #8@15 E(AFY5) #8@15 DETALLE PECHO DE PALOMA CAPA DE COMPRESION 4cm. REMATE PECHO DE PALOMA REMATE PECHO DE PALOMA PB-2 PB-1 PC-2 PC-1 PD 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 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 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 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 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 5 5 0.045 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 5 5 5 5 5 5 5 5 5 5 4d 5/16" TEC.-60 (Fy=6000 Kg./cm.2) E(AFY5) #8@15 AREA DE MALLA 6 X 6 - 6/6 EL RESTO 6 X 6 - 10/10 CAPA DE MALLA ELECTROSOLDADA 6x6/10-10 GENERAL <> 5 0.03 0.12 0.03 0.12 0.03 0.12 D3 0.05 0.07 0.05 MALLA ELECTROSOLDADA 6X6 / 6-6 0.38 3.40 LOSA PREFABRICADA 5 5 5 ARMEX 12 X 12 -4 MALLA 6X6 / 10-10 MALLA ELECTROSOLDADA 6X6/6-6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 BANDA OJILLADA ARMEX 12 X 12 -4 5 5 5 ARMEX 12 X 20 -4 5 5 5 5 5 BANDA OJILLADA BANDA OJILLADA ARMEX 12 X 12 -4 5 ARMEX 12 X 20 -4 5 ARMEX 12 X 20 -4 5 5 5 5 5 5 5 CAPA DE COMPRESION 5cm. 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 5 5 ARMADO CISTERNA (plano LC1)