Design Concrete Slab DWG Block for AutoCAD

CONCRETE STRUCTUR FOR UNIFAMILY HOUSING

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

n.p.t., n.p.t., a.xxx, a.xxx, a.xxx, a.xxx, a.xxx, scale, lateral facade, work:, owner, content:, architectural design, date:, Location:, scale:, sheet:, resp. technique:, arq. I’m from soft loor, newton toledo mendoza, arq. newton toledo m., reg. prof., architectural design:, file: work: rita ruiz, draft:, resp. technique, owner:, content:, scale:, indicated, arq. newton toledo m., cuts, ground floor high, arq. rocky veliz r., date:, drawing:, Location:, sheet:, work:, urbanization:, canton:, parish:, sector:, Apple:, solar:, tarqui, guayacanes, Guayaquil, seals:, implantation, Location, facades, rita ruiz lopez, solar:, Apple:, sector:, urbanization:, guayacanes, solar, towards samanes, sector, towards willows, urb. guayacanes, file: work: rita ruiz, rita ruiz lopez, drawing:, date:, arq. rocky veliz r., ground floor high, cuts, arq. newton toledo m., indicated, scale:, reg. prof., arq. newton toledo m., seals:, resp. technique, architectural design:, draft:, content:, owner:, work:, Location:, Apple:, implantation, sheet:, facades, Location, solar:, guayacanes, urbanization:, sector:, foundation, scale, well of light, lt, lt, lt, lt, lt, reg. prof, first pillar slab design, resp. technique:, electric design, work:, owner, content:, scale:, sheet:, Canton: jaramijo, province: manabi, solar:, Apple:, urb: blue horizon, Location:, January, date:, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, shaft beams, lt, lt, shaft beams, lt, lt, lt, lt, lt, lt, lt, lt, lt, cross beams, transverse nerves, level, longitudinal beams, longitudinal nerves, lt, lt, beam, slab, braces, plinths, deck beams, pillars, upstairs section, ground floor section, section, it’s mm, plinths, pillars, joists, braces, plinths, plinths, pillars, joists, plinths, section, braces, it’s mm, it’s mm, it’s mm, section stretch, staircase plant, axes axes, lt, lt, it’s mm, section, it’s mm, section, lt, lt, lt, lt, lt, lt, lt, lt, lt, lt, axes a ‘, section braces, it’s mm, axle struts, axes axes, it will be used:, f’c:, f’y:, it’s mm, section, it’s mm, section

Raw text data extracted from CAD file:

.80 10 N.P.T. A.101 1. A.101 1. N.P.T. \A1;8.00 \A1;8.80 \A1;0.30 A.XXX 1 A.XXX 1 1 A.XXX A.XXX \A1;1.50 \A1;1.50 \A1;3.76 V1 V1 V1 V1 V1 V1 A.XXX A.XXX 1 A.XXX ESCALA : 1 ___ 50 FACHADA LATERAL +O.20 6. +O.15 +O.30 OBRA: PROPIETARIO CONTENIDO: DISEÑO ARQUITECTONICO FECHA: UBICACION: ESCALA: LAMINA: RESP. TECNICA: ARQ. ELOY DE LOOR MACIAS ARQ. ELOY DE LOOR MACIAS NEWTON TOLEDO MENDOZA NEWTON TOLEDO MENDOZA M s \A1;3.90 \A1;3.90 \A1;4.40 \A1;4.00 \A1;16.20 \A1;3.60 \A1;3.85 \A1;4.15 \A1;6.00 \A1;1.00 \A1;4.80 \A1;3.90 \A1;4.40 \A1;4.00 \A1;1.90 \A1;3.00 \A1;3.00 \A1;4.15 \A1;3.85 \A1;3.60 \A1;4.80 \A1;3.90 \A1;4.40 \A1;4.00 \A1;4.80 \A1;3.90 \A1;4.40 \A1;4.00 \A1;3.00 \A1;4.15 \A1;3.85 \A1;1.00 \A1;3.00 \A1;0.30 \A1;0.34 \A1;0.35 \A1;0.35 \A1;0.30 \A1;1.00 \A1;1.45 \A1;1.40 \A1;0.15 \A1;0.25 \A1;1.60 \A1;1.60 \A1;1.30 \A1;1.30 \A1;0.20 \A1;0.15 \A1;0.40 \A1;3.06 \A1;2.60 \A1;0.60 \A1;0.40 \A1;3.06 \A1;0.60 \A1;0.60 \A1;0.40 \A1;3.06 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.35 \A1;1.00 \A1;2.89 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;2.30 \A1;1.33 \A1;1.33 \A1;0.30 \A1;1.08 \A1;0.35 \A1;0.25 \A1;0.35 \A1;0.25 \A1;0.35 \A1;3.60 \A1;3.85 \A1;4.15 \A1;6.00 \A1;0.21 \A1;0.40 \A1;0.30 \A1;0.21 ARQ. NEWTON TOLEDO M. ARQ. NEWTON TOLEDO M. REG. PROF. G-3102 DISENO ARQUITECTONICO: ARCHIVO:OBRA:RITA RUIZ LOPEZ.DWG/A-1 PROYECTO: RESP. TECNICA ~ PROPIETARIO: CONTENIDO: A-1 ESCALA: INDICADAS ARQ. NEWTON TOLEDO M. CORTES A-A’ – B-B’ PLANTA BAJA – ALTA ARQ. ROCKY VELIZ R. FECHA: JUL/2000 DIBUJO: UBICACION: LAMINA: OBRA: URBANIZACION: CANTON: PARROQUIA: SECTOR: MANZANA: SOLAR: TARQUI 4 151 1 GUAYACANES GUAYAQUIL N SELLOS: IMPLANTACION UBICACION FACHADAS RITA RUIZ LOPEZ SOLAR: MANZANA: SECTOR: URBANIZACION: GUAYACANES 1 151 4 SOLAR #1 MZ 151 HACIA SAMANES SECTOR #4 HACIA SAUCES URB. GUAYACANES ARCHIVO:OBRA:RITA RUIZ LOPEZ.DWG/A-1 RITA RUIZ LOPEZ DIBUJO: JUL/2000 FECHA: ARQ. ROCKY VELIZ R. PLANTA BAJA – ALTA CORTES A-A’ – B-B’ ARQ. NEWTON TOLEDO M. INDICADAS ESCALA: REG. PROF. G-3102 ARQ. NEWTON TOLEDO M. ARQ. NEWTON TOLEDO M. SELLOS: RESP. TECNICA DISENO ARQUITECTONICO: PROYECTO: ~ CONTENIDO: PROPIETARIO: OBRA: UBICACION: 151 MANZANA: A-1 IMPLANTACION LAMINA: FACHADAS UBICACION SOLAR: 1 GUAYACANES URBANIZACION: SECTOR: 4 CIMENTACION 1. ESCALA : 1 ___ 50 POZO DE LUZ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 R1 R2 R3 R4 R5 R6 R7 R8 R9 R10 R11 R12 P16 P17 P18 P19 P20 R13 R14 R15 R16 R17 R18 P21 P22 P23 P24 A A’ C D E F G 1 2 3 4 5 F E D C B 5 4 3 2 1′ 1 V1 V2 V3 V4 V5 V6 V8 V9 V10 V7 V11 V12 V13 V14 V15 V16 V17 V18 V19 V20 V21 V22 V23 V24 VB1 VB2 VB3 VB4 P1 P2 P3 P4 P5 P6 P7 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 5 5 5 5 A’ C D E F \A1; 3 Ø 12 mm LT: 10.60m LT: 6.40m 3 Ø 12 mm LT: 12 m 3 Ø 12 mm LT: 10.60m 3 Ø 12 mm LT: 2.40m 3 Ø 12 mm LT: 5,25 m 3 Ø 12 mm 5 5 5 5 A’ C D E F REG. PROF.. REG. PROF.. DISEÑO CIMENTACION, LOSA DE PRIMER NIVEL, PILARES RESP. TECNICA: DISEÑO ELECTRICO OBRA: PROPIETARIO CONTENIDO: ESCALA: E-1 1 : 50 LAMINA: CANTON: JARAMIJO PROVINCIA: MANABI SOLAR: 96 MANZANA: H URB: HORIZONTE AZUL UBICACION: ENERO / 2006 FECHA: LT: 4.60 m 3 Ø 12 mm LT: 8.6 m 3 Ø 12 mm LT: 12 m 3 Ø 12 mm LT: 6.00m 2Ø 14 + 1 Ø12 mm LT: 5.25 m 2 Ø14 + 1Ø 12 mm LT: 5.35m 1 Ø 12 mm LT: 5.50 m 1 Ø 10 mm LT: 2.80 m 1 Ø 10 mm LT: 2.45 m 1Ø 10 mm LT: 2.20 m 1 Ø 10 mm LT: 8.60 m 1Ø 10 mm LT: 2.60m 1 Ø 10 mm LT: 4.50 m 1 Ø 10 mm LT: 4.40 m 1 Ø 10 mm LT: 1.80 m 1 Ø 10 mm 1 Ø 10 mm LT: 1.20 m 1Ø 10 mm LT: 4.40 m 1 Ø 10 mm LT: 1.20 m 1 Ø 10 mm LT: 1.25 m 1 Ø 10 mm LT: 10.70 m 1 Ø 10 mm LT: 2.00 m 1 Ø 10 mm LT: 5.50 m 1Ø 10mm LT: 5.35m LT: 8.50 m 4 Ø 14 mm 4Ø 12 mm LT: 6,40 m LT: 8.20m 4 Ø 12 mm 5 5 5 2 4Ø 14 mm LT: 6.80 m 4Ø 12 mm LT: 8.60m 4 Ø 14 mm LT: 8.20m Vigas eje 3,4 Vigas eje 2 Vigas eje 1, 1′ 5 5 5 3Ø 12 mm LT: 6.50m 3Ø 14 mm LT: 6.50 m 5 5 5 1′ 1 3 4 Vigas eje 3,4 Vigas eje 3,4 Vigas eje 3,4 1 Ø 10 mm LT: 4 m LT: 4 m 1Ø 10 mm LT: 6.50 m 1Ø 10 mm 5 LT: 6.50m 1Ø 10 mm LT: 2.20 m 1Ø 10 mm 5 LT: 9.20m 1 Ø 10 mm 1 Ø 10 mm LT: 9.20m 1 Ø 10 mm LT: 2.20m LT: 5.50m 1 Ø 10 mm 1 Ø 10 mm LT: 5.50m 5 LT: 3.20m 1 Ø 10 mm VIGAS TRANSVERSALES NERVIOS TRANSVERSALES LOSA NIVEL + 3.46 VIGAS LONGITUDINALES NERVIOS LONGITUDINALES 2Ø 12 mm LT: 3.15m LT: 3.15 m 2Ø 112 mm 5 2 Ø 12 mm LT: 1.90m LT: 1.90m 2Ø 12mm Viga VB 1 Viga VB 4 5 5 5 5 13Ø14 mm 13Ø14 mm 5 5 5 5 5 5 5 LOSA RIOSTRAS PLINTOS VIGAS DE CUBIERTA 3 Ø14 mm 2 Ø14 mm 3 Ø14 mm 2 Ø14 mm PILARES P7, P8, P9, P10, P12, P13, P14, P15, Sección planta alta Sección planta baja 4 Ø 14 mm 6 Ø 14 mm 5 Sección EST Ø 8 mm 5 5 PLINTOS PILARES P1, P2, P3, P4, P5, P6, P11 3 Ø12 mm VIGUETAS 3 Ø12 mm RIOSTRAS 5 6 Ø 12 mm PLINTOS P7, P8, P9, P10, P12 a P24 P17, P18, P19, P20 PLINTOS P1, P2, P3, P4, P5, P6, P11 PILARES P16, P21, P22, P23, P24 3 Ø12 mm VIGUETAS 5 5 PLINTOS Sección 5 3 Ø12 mm RIOSTRAS 6 Ø 12 mm 5 5 C/ 10-15-10 EST Ø 8 mm C/ 10-15-10 5 5 C/ 10-15-10 EST Ø 8 mm C/ 10-15-10 EST Ø 8 mm 5 5 5 5 3 Ø12 mm 3 Ø12 mm 7 Ø12 mm 7 Ø12 mm 7 Ø12 mm 7 Ø12 mm 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION TRAMO 2 SECCION TRAMO 1 ESCALERA : PLANTA 3Ø 12mm 3Ø 12mm RIOSTRAS ejes 1 – 1′ RIOSTRAS ejes 2, 3, 4, 5 LT: 4.30m 2Ø 12mm 3 Ø 12 mm 3Ø 12 mm 2 Ø 12 mm LT: 4.30m EST Ø 8 mm C/ 10-15-10 4 Ø 12 mm 5 5 Sección 5 C/ 10-15-10 EST Ø 8 mm Sección 5 6 Ø 12 mm LT: 4.30m 2Ø 12mm LT: 4.30m 2Ø 12mm LT: 4.30m 2Ø 12mm LT: 4.30m 2Ø 12mm LT: 4.30m 2Ø 12mm LT: 4.30m 2 Ø 12 mm LT: 4.30m 2 Ø 12 mm LT: 4.30m 2 Ø 12 mm LT: 4.30m 2 Ø 12 mm LT: 4.30m 2 Ø 12 mm RIOSTRAS ejes A’ 5 SECCION RIOSTRAS A’, B, C, D, E, F C/ 10-15-10 EST Ø 8 mm 4 Ø 12 mm RIOSTRAS eje B RIOSTRAS eje C RIOSTRAS ejes D, E, F Y X 0 SE USARA: F’c: 240 Kg./ cm2 F’Y: 4200 KG./cm2 5 5 1 2 5 5 3 5 4 C/ 10-15-10 EST Ø 8 mm 5 5 6 Ø 14 mm Sección 5 6 Ø 12 mm EST Ø 8 mm C/ 10-15-10 5 Sección