Slide Slip DWG Block for AutoCAD

Architcture slide slip for recreational center .

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

npt., n.f.p., sole, v.p., values of, upper reinforcement, lower reinforcement, anyone, notes, splicing equal cm. for iron of cm., for, for lightened flat beams the lower steel is, sticks on the supports being the length of, not splicing more than the area of the same section, in case of not splicing in the areas indicated with, the percentages increase the length of, splicing in a, overlaps for, lightened beams, review:, flat:, professional:, flat:, Location:, specialty:, juan lopez, cad:, scale:, may, date:, Architecture plans, distribution, Jorge Sandoval, owner:, draft:, slide, architect, first level plant, lateral elevation

Raw text data extracted from CAD file:

NPT. \A2;L/4 \A2;L/4 \A2;L/4 \A2;L/4 \A2;L/3 \A2;m \A2;h \A2;m \A2;L/3 \A2;L/3 \A1;0.10 \A1;0.80 \A1;0.30 \A1;2.10 \A1;1.30 \A1;2.10 \A1;1.30 \A1;0.80 \A1;0.34 \A1;0.30 V.1. N.F.P. + 0.10 0.2000000000000455 .075 .075 0.5000000000002274 SOLADO 1:10 0.2000000000000455 0.1000000000000227 0.7999999999999546 0.1000000000000227 0.2999999999999545 5d3/8″ 0.1499999999999773 0.3000000000001819 5d3/8″ d3/8″@.20 5d1/2″ 5d3/8″ 5d3/8″ d3/8″@.20 5 0.1700582057617339 0.2996680563644531 e=0.15 5 5 5 2.099999999906231 5 V.1. 0.1499999999999773 0.3000000000001819 5d3/8″ d3/8″@.20 5d1/2″ 5d3/8″ 5d3/8″ d3/8″@.20 0.1700582057617339 0.2996680563644531 e=0.15 5 5 2.099999999906231 5 V.P. 0.2000000000000455 1.349999999976716 0.1500000000232831 6d3/8″ d3/8″@.20 6d1/2″ 5 5 5 \A1;0.15 \A1;0.30 \A1;0.17 \A1;0.30 \A1;0.80 \A1;0.30 \A1;0.20 \A1;1.35 \A1;0.15 \A1;0.20 \A1;.075 \A1;.075 \A1;0.50 \A1;0.20 \A1;0.80 \A1;0.10 \A1;0.30 \A1;0.15 \A1;0.30 \A1;0.17 \A1;0.30 \A1;0.80 \A1;0.30 5 5 5 5 1/2″ 5/8″ 3/8″ 3/4″ 1″ d 1.30 1.00 1.15 0.50 0.60 h > 0.30 0.45 0.75 VALORES DE m 0.40 0.45 0.40 h < 0.30 0.40 0.50 0.40 REFUERZO SUPERIOR 0.55 0.60 REFUERZO INFERIOR h CUALQUIERA NOTAS EMPALME IGUAL A 25 CM. PARA FIERRO DE 3/8" Y 35 CM. PARA 1/2" O 5/8" 3.- PARA ALIGERADOS Y VIGAS CHATAS EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS SIENDO LA LONGITUD DE 1.- NO EMPALMAR MAS DEL 50% DEL AREA DE UNA MISMA SECCION 2.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON LOS PORCENTAJES ESPECIFICADOS, AUMENTAR LA LONGITUD DE EMPALME EN UN 70 % . 5 5 h 5 5 5 TRASLAPES Y EMPALMES PARA VIGAS Y ALIGERADOS \A1;2.60 \A1;2.60 \A1;2.60 \A1;2.60 \A1;2.60 \A1;2.31 \A1;14.49 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 .80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 \A1;0.80 .80 .80 .80 .80 .80 .80 .80 .80 \A1;2.55 \A1;2.88 \A1;2.98 \A1;2.69 \A1;2.49 \A1;2.84 \A1;2.98 \A1;2.68 \A1;2.49 \A1;2.84 \A1;2.97 \A1;2.89 \A1;2.29 \A1;2.84 \A1;9.71 \A1;5.32 \A1;0.80 \A1;0.80 \A1;1.20 \A1;1.20 \A1;.10 \A1;0.30 \A1;3.68 \A1;2.30 \A1;2.61 \A1;2.71 \A1;2.67 \A1;15.41 \A1;13.85 \A1;12.58 \A1;12.08 \A1;11.88 \A1;11.24 \A1;9.57 \A1;7.94 \A1;6.35 \A1;5.75 \A1;5.65 \A1;5.25 \A1;3.60 \A1;2.15 \A1;0.72 \A1;0.20 \A1;1.71 \A1;2.56 \A1;1.71 \A1;2.85 \A1;2.65 \A1;2.89 \A1;2.97 \A1;2.85 \A1;2.44 \A1;2.54 \A1;2.47 \A1;2.85 \A1;2.98 \A1;2.90 \A1;2.42 \A1;2.61 \A1;2.58 \A1;2.88 \A1;2.98 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 10 1 4 3 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 3 13 14 15 16 7 8 6 5 4 5 5 5 17 3 1 5 5 5 5 5 5 5 A-01 REVISION: PLANO: PROFESIONAL: PLANO: UBICACION: ESPECIALIDAD: JUAN LOPEZ 1/50 CAD: ESCALA: Mayo 2014 FECHA: PLANOS ARQUITECTURA DISTRIBUCION JORGE SANDOVAL PISCO-ICA JUANCARLOLR@GMAIL.COM PROPIETARIO: PROYECTO: TOBOGAN arquitecto PLANTA PRIMER NIVEL ELEVACION LATERAL 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5