Floor Grid DWG Section for AutoCAD

SECTION , PLANT , ISOMETRIC

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

b.n., cm tube, tube height, bridge, post, lighting, p.v., channel, fscm no., scale, size, dwg no., sheet, rev, zone, rev, revisions, description, approved, date, channel, border fence, fracc. hda white, access, departure, sidewalk, closeness, sidewalk, closeness, white estate fractionation, Federal highway, Oaxaca, etla, natural, scale, scale, scale, scale, vs. of the num ac. cms, rack, isometric, Ip beam, sole of, vs. from ac cms, perimeter string, vs. of the num ac. cms, sole of, Ip beam, perimeter string, vs. of the num ac. cms, n.p.t., sole of, Ip beam

Raw text data extracted from CAD file:

3 999 B.N. 1 6 12 13 100.128 16 17 99.859 18 100.043 20 23 29 99.389 34 100.279 122 100.099 267 99.468 286 97.364 287 94.893 99.432 TUBO d90 CM COTA S/LOMO TUBO PUENTE BN-2 S/TORNILLO POSTE ALUMBRADO P.V. CANAL 99.988 99.20 99.47 98.65 98.90 98.48 98.72 99.32 99.60 99.77 99.65 99.92 99.81 99.64 1 98.34 98.26 98.18 98.10 98.07 97.99 97.67 97.35 97.19 97.11 97.03 96.95 96.92 96.90 96.90 1.30 1.55 1.74 1.55 1.70 1.61 1.65 1.37 1.29 1.79 1.62 2.25 2.55 0.00 80.00 – 1 – 91 80.00 – 1 – 91 80.00 – 1 – 91 35.00 – 1 – 91 80.00 – 1 – 91 80.00 – 4 – 91 80.00 – 4 – 91 80.00 – 2 – 91 80.00 – 4 – 91 80.00 – 1 – 91 80.00 – 1 – 91 80.00 – 1 – 91 2 3 4 5 6 7 8 9 10 11 12 13 48.51 48.12 17.37 20.15 13.00 5.60 3.25 9.11 3.00 2.00 19.73 1.96 1.96 1.96 1.96 1.96 2.00 8 A B 7 6 5 C 8 D 7 6 5 FSCM NO. 4 3 2 SCALE SIZE DWG NO. SHEET 1 REV A B 4 3 2 ZONE REV C 1 REVISIONS DESCRIPTION D APPROVED DATE N – 1.57 CANAL BARDA COLINDANCIA FRACC. HDA. BLANCA 5 5 5 5 5 11.22 11.40 1.40 1.75 E E ” ACCESO SALIDA BANQUETA COLINDANCIA BANQUETA COLINDANCIA FRACCIONAMIENTO HACIENDA BLANCA CARRETERA FEDERAL OAXACA ETLA NATURAL N ± 0.00 N \A1;2.12 \A1;0.20 \A1;0.20 \A1;1.75 \A1;1.43 \A1;11.22 \A1;1.40 \A1;1.75 \A1;11.40 900 \A1;0.20 \A1;11.40 \A1;0.20 \A1;0.20 \A1;1.75 \A1;0.20 \A1;0.20 \A1;1.17 \A1;0.20 \A1;0.20 \A1;1.77 \A1;0.20 \A1;11.40 \A1;0.20 \A1;0.20 \A1;1.75 \A1;0.20 P L A N T A ESCALA 1:25 C O R T E X – X’ ESCALA 1:25 C O R T E Y – Y’ ESCALA 1:25 \A1;2.15 \A1;11.80 X X’ Y Y’ 90.00 – 2.5 – 76 100.12 98.32 1.80 ESCALA 1:1000 Vs. del Num. 3 ac. 20 cms rejilla ISOMETRICO VIGA IPR DE 4″ VIGA IPR DE 4″ SOLERA DE 2 1/2″ Vs. de 3/8 ac. 20 cms CADENA PERIMETRAL Vs. del Num. 3 ac. 20 cms SOLERA DE 2 1/2″ VIGA IPR DE 4″ VIGA IPR DE 8″ VIGA IPR DE 8″ CADENA PERIMETRAL Vs. del Num. 3 ac. 20 cms N.P.T. N.P.T. N.P.T. N.P.T. SOLERA DE 2 1/2″ SOLERA DE 2 1/2″ SOLERA DE 2 1/2″ SOLERA DE 2 1/2″ VIGA IPR DE 8″ 1.96 1.96 1.96 1.96 1.96 2.00