Map Lightened DWG Section for AutoCAD

Plane containing lightened lightened FIRST FLOOR AND SECOND FLOOR; DETAIL STANDARD HOOK; DELIVERY VIGUETAS; BENT stirrups; BEAM JOINTS; PLATFORM FOR HIGH TANK; COLUMN DETAIL BORN IN BEAM; STRENGTHENING BEAM AND COLUMN WITH LIGHTWEIGHT AND TYPICAL SECTION OF LIGHTWEIGHT

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

date:, esc:, draft:, course:, student:, note:, cycle:, lam:, or. n. toribio rodriguez de mendoza, e.a.p of civil engineering, d. t. computer assisted, I remember, single family Home, iii, vig., vig., vig., vig., vig., vig., is born, is born, vig., vig., see detail, projection, elevated tank see detail, lightened first floor, scale, lightened second floor, scale, typical section of lightened, standard hook detail, cut, rest, rest, rest, rest, rest, beam, cut, column beam board, specified, column reinforcement with lightened beam, case, bending of stirrups in columns beams, values ​​of, lower reinforcement, upper reinforcement, anyone, less than, greater than, do not splice more than one of the total area in the same section, in case of not being spliced ​​in the zones indicated the specified percentages increase the length of splicing in a consult to the designer, for lightened flat steel lower beams would be spliced ​​over the being the same length of splice for, note, splices for beams lightened slabs, empty, indicated, platform for raised tank, scale:, joist delivery, detail, scale:, level, column detail that is born in beam, scale:, indicated, column, indicated, beam, rest, scale:

Raw text data extracted from CAD file:

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N. TORIBIO RODRIGUEZ DE MENDOZA E.A.P DE INGENIERIA CIVIL \W1.96355; D. T. ASISTIDO POR COMPUTADORA \W0.30125; ARANA YOPLAC SEGUNDO MAXIMO VIVIENDA UNIFAMILIAR \W2.02031; III E-2 \W5.46585; 12/12/14 INDICADA\H1.1667x; \A1;0.30 \A1;1.25 \A1;1.25 \A1;0.15 \A1;0.02 \A1;0.25 \A1;0.25 \A1;0.10 \A1;0.25 \A1;0.25 D C B A C B A 2 3 4 5 6 2 3 D V-1(0.25×0.50) V-1(0.25×0.50) V-1(0.25×0.50) V-1(0.25×0.50) V-1(0.25×0.50) V-1(0.25×0.50) V-2(0.25×0.20) V-1(0.25×0.50) V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) VA-1(0.25×0.20) VA-1(0.25×0.20) VA-1(0.25×0.20) VS-1(0.25×0.20) VS-1(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) VS-1(0.25×0.20) C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-1 C-1 C-1 VS – 1 VS – 1 VA – 1 VA – 1 \W0.90064; A \W1.65845; 6 vig. \W0.80540; B \W1.68226; 7 vig. \W0.82921; C \W1.68226; 5 vig. \W0.80540; D \W1.65845; 6 vig. \W0.82921; E \W1.68226; 7 vig. \W0.82921; F \W1.68226; 5 vig. 5 5 5 5 5 5 5 5 5 A C D B A D B C VB(0.15×0.20) VB(0.15×0.20) VB(0.15×0.20) VB(0.15×0.20) V-1 Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø3/8″ Ø3/8″ Ø3/8″ Ø3/8″ V-2 VA-1(0.25×0.20) 2 Ø3/8″ 2 Ø3/8″ VB (0.15×0.20) Nace C-5 Ø1/2″ Ø1/2″ Ø3/8″ Ø3/8″ VB VB VB Ø1/2″ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) VB(0.15×0.20) VB(0.15×0.20) VB(0.15×0.20) V-3(0.15×0.45) V-3(0.15×0.45) V-3(0.15×0.45) V-1 VS – 1 VS – 1 C-2 C-2 V-2(0.25×0.20) V-2(0.25×0.20) V-2(0.25×0.20) VB(0.15×0.20) VB(0.15×0.20) V-1(0.25×0.50) V-2(0.25×0.20) V-2(0.25×0.20) VA-1(0.25×0.20) VS-1(0.25×0.20) VS-1(0.25×0.20) V-2(0.25×0.20) C-2 C-2 C-1 V-1(0.25×0.50) V-1(0.25×0.50) V-1(0.25×0.50) VA-1(0.25×0.20) VA-1(0.25×0.20) VS-1(0.25×0.20) C-2 VS-1(0.25×0.20) C-2 C-2 C-2 V-2(0.25×0.20) VB (0.15×0.20) VB (0.15×0.20) VB (0.15×0.20) V-2 VA – 1 VA – 1 V-4 (0.15×0.20) V-2(0.25×0.20) V-2(0.25×0.20) VA-2(0.15×0.20) C-3 V-2(0.25×0.20) Nace C-5 VS-2(0.15×0.20) VB VB VB \W0.82921; C \W1.68226; 5 vig. \W1.68226; 5 vig. \W0.82921; C \W1.68226; 5 vig. \W0.82921; C Ver detalle 1 Proyeccion Tanque Elevado Ver detalle 2 VB(0.15×0.20) Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø1/2″ Ø3/8″ Ø3/8″ Ø3/8″ Ø3/8″ Ø1/2″ Ø1/2″ Ø1/2″ VA-2(0.15×0.20) Ø3/8″ C-2 C-2 C-2 5 5 5 5 5 5 5 5 4 5 6 C-2 C-2 5 5 5 5 2 3 4 5 6 2 3 5 5 5 5 5 4 5 6 5 5 5 5 5 5 5 5 ALIGERADO PRIMER PISO ESCALA 1/50 ALIGERADO SEGUNDO PISO ESCALA 1/50 5 5 5 5 5 5 5 5 5 5 5 5 SECCION TIPICA DE ALIGERADO (h=.20) \W2.73526; Ø L(m) 3/8″ 1/2″ 5/8″ 3/4″ .15 .20 .25 .30 \W3.08610; DETALLE DE \W3.08610; GANCHO STANDARD 5 5 5 5 5 5 5 5 5 5 5 5 5 A B C D A B C D CORTE 1-1 CORTE 2-2 5 5 23 Ø 3/8″ 1@0.05, 5@0.10, 3@0.15, Resto @0.20 21 Ø 3/8″ 1@0.05, 5@0.10, 3@0.15, Resto @0.20 22 Ø 3/8″ 1@0.05, 5@0.10, 3@0.15, resto @0.20 23 Ø 1/4″ 1@0.05, 5@0.10, 3@0.15, Resto @0.20 21 Ø 1/4″ 1@0.05, 5@0.10, 3@0.15, Resto @0.20 22 Ø 1/4″ 1@0.05, 5@0.10, 3@0.15, resto @0.20 V-1(0.25×0.50) V-2(0.25×0.20) 6Ø5/8″ 4Ø5/8″ 2Ø1/2″ 4Ø1/2″ 5 5 \W6.74053; Ø 1/4″ \W6.74053; 1@0.05, \W0.54347; Resto @0.20 \W1.34935; VA-2 (0.15×0.20) 5 5 5 4Ø5/8″ 2Ø1/2″ 5 \W1.49221; VA-1 (0.25×0.20) 5 5 5 5 V-3 (0.15×0.50) 5 5 5 5 5 21 Ø 1/4″ 1@0.05, 5@0.10, 3@0.15, Resto @0.20 22 Ø 1/4″ 1@0.05, 5@0.10, 3@0.15, Resto @0.20 B C D 4Ø1/2″ 5 5 \W6.74053; Ø 1/4″ \W6.74053; 1@0.05, \W0.54347; Resto @0.20 \W2.37316; VB (0.15×0.20) 4Ø1/2″ 5 5 \W6.74053; Ø 1/4″ \W6.74053; 1@0.05, \W0.54347; Resto @0.20 \W1.30173; VS-2 (0.15×0.20) 5 4Ø5/8″ 2Ø1/2″ 5 \W1.44459; VS-1 (0.25×0.20) 5 5 5 5 A 0.10 5 A 0.10 5 5 A 0.10 5 VIGA 5 5 5 5 5 4Ø5/8″ CORTE 1-1 L/3 L/3 L/3 m m L/4 L/4 L/4 L/4 H a 5 5 \A1;Ø DE COLUMNA , PLACA O VIGA r ESPECIFICADO REFUERZO – COLUMNA CON \W1.72502; CON VIGA Y ALIGERADO CASO 1 CASO 2 CASO 3 Ø r(cm.) a(cm.) 1/4″ 3/8″ 1.3 1/2″ 8.0 2.0 2.5 12.0 16.0 \W0.56946; DOBLADO DE ESTRIBOS EN COLUMNAS Y VIGAS VALORES DE m \W1.10264; REFUERZO \W1.65026; INFERIOR \W1.10264; REFUERZO \W1.31692; SUPERIOR h cualquiera \W1.12254; h Menor \W1.12254; de 0.30 h Mayor de 0.30 3/8″ 1/2″ 5/8″ 3/4″ \W0.24790; 1″ \W1.33642; Ø 0.40 0.40 0.40 0.45 0.50 0.60 0.75 1.30 0.45 0.55 1.00 0.40 0.50 0.60 1.15 A.- NO EMPALMAR MAS DE UN 50% DEL AREA TOTAL EN UNA MISMA SECCION B.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70% O CONSULTAR AL PROYECTISTA C.- PARA ALIGERADOS Y VIGAS CHATAS DE ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS, SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm PARA Ø3/8″ Y 35cm. PARA Ø1/2″ Y Ø5/8″. NOTA \W0.66470; EMPALMES PARA VIGAS \W0.66470; LOSAS Y ALIGERADOS S/C = 200 kg/cm² Ø 1/2″ @0.20 Ø 1/2″ @0.20 Vacio 5 C-5 C-5 C-5 C-5 5 5 5 5 5 5 5 Ø Indicado PLATAFORMA PARA TANQUE ELEVADO ESCALA: 1/25 ENTREGA DE VIGUETAS V-2(0.25×0.20) V-2(0.25×0.20) VB(0.15×0.20) DETALLE 1 ESCALA: 1/50 Nivel +5.85 \W1.16273; DETALLE DE COLUMNA \W1.16273; QUE NACE EN VIGA ESCALA: 1/25 Ø Indicado Columna 5 5 Ø Indicado Viga 1@0.05, 5@0.10 3@0.15, resto @0.20 3Ø5/8″ 3Ø5/8″ 2Ø5/8″ 2Ø1/2″ 2Ø1/2″ 2Ø5/8″ ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 ESCALA: 1/25 1 1 2 2 3 3 C-5