Commercial Structure DWG Plan for AutoCAD

Structure plan for an announcement of the dramatic type, with characteristics of profiles

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

date, ad, flat, draft, scale, acot., key, General notes, references, symbology, nlbp, low bed level of ceiling, level indicated in plant, level indicated in elevation, level crowning of wall, parapet level, height of wall on npt, height of plafon on npt, Enclosure height over npt, change of level on floor, level change in ceiling, ncm, ncp, ncum, hpl, ridge level, garden level, nbv, low beam level, low bed level of structural slab, upper level of structural slab, nsle, nlbl, npt, level of sidewalk, finished floor level, drawing., indicated, mm., structural, cut, esc, foundation plant, esc, dice, dice, post, firm armed, compacted fill, to the proctor, compacted fill, to the proctor, anchors type, motherboard, esc, nut, bulldozer, grout, nut, hexagonal, firm, thread, standard, thread, standard, nut, hexagonal, sheave of, Pressure, post, anchor, anchor detail, esc, pole section, esc, dice, esc, cut, esc, detail, esc, profile, profile, post, post, profile, see detail, casting plant, esc, front view, esc, side view, esc, of frame, tray for transformers, esc, tray for transformers, esc, cross section

Raw text data extracted from CAD file:

\A1;232.5 \A1;300 \A1;617.5 \A1;300 \A1;617.5 \A1;300 \A1;232.5 \A1;382.5 \A1;917.5 \A1;917.5 \A1;382.5 \A1;2600 \A1;1350 \A1;450 \A1;1350 \A1;450 \A1;1800 \A1;1800 \A1;3600 \A1;500 \A1;300 \A1;500 \A1;500 \A1;232.5 \A1;300 \A1;617.5 \A1;300 \A1;617.5 \A1;300 \A1;232.5 \A1;2600 \A1;800 \A1;300 \A1;500 \A1;417.5 \A1;500 \A1;417.5 \A1;500 \A1;200 \A1;200 \A1;1350 \A1;900 \A1;1350 \A1;600 \A1;300 \A1;100 \A1;800 \A1;600 \A1;200 \A1;1700 \A1;250 \A1;100 \A1;100 \A1;75 \A1;148 \A1;89 \A1;276 \A1;89 \A1;148 \A1;75 \A1;450 \A1;450 \A1;40 \A1;165.5 \A1;89 \A1;165.5 \A1;40 \A1;250 \A1;60 \A1;150 \A1;150 \A1;60 \A1;80 \A1;150 \A1;145 \A1;145 \A1;150 \A1;80 \A1;150 \A1;150 \A1;60 \A1;800 \A1;140 \A1;100 \A1;22 \A1;50 \A1;89 \A1;6.3 \A1;76.4 \A1;6.3 \A1;350 \A1;200 \A1;350 \A1;900 \A1;500 \A1;600 \A1;20 \A1;102 \A1;20 \A1;38 \A1;89 \A1;276 \A1;89 \A1;38 \A1;530 \A1;51 \A1;38 \A1;51 \A1;38 \A1;38 \A1;454 \A1;38 \A1;530 \A1;38 \A1;89 \A1;828.5 \A1;89 \A1;828.5 \A1;89 \A1;38 \A1;76 \A1;186 \A1;89 \A1;828.5 \A1;89 \A1;828.5 \A1;89 \A1;186 \A1;76 \A1;89 \A1;276 \A1;76 \A1;428 \A1;76 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;240 \A1;11040 \A1;580 \A1;11620 \A1;76 \A1;524 \A1;76 \A1;89 \A1;76 \A1;428 \A1;76 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;600 \A1;11040 \A1;580 \A1;240 \A1;2000 \A1;454 \A1;25.4 \A1;107 \A1;25.4 \A1;107 \A1;25.4 \A1;107 \A1;25.4 \A1;107 \A1;25.4 \A1;107 \A1;25.4 \A1;107 \A1;25.4 \A1;819.8 \A1;25.4 \A1;335 \A1;25.4 \A1;385.8 \A1;25.4 \A1;335 \A1;25.4 \A1;385.8 FECHA ANUNCIO PLANO PROYECTO ESCALA ACOT. CLAVE NOTAS GENERALES REFERENCIAS SIMBOLOGIA NLBP NIVEL LECHO BAJO DE PLAFON NIVEL INDICADO EN PLANTA NIVEL INDICADO EN CORTE O ALZADO NIVEL CORONAMIENTO DE MURO NIVEL DE CORONAMIENTO DE PRETIL ALTURA DE MURO SOBRE NPT ALTURA DE PLAFON SOBRE NPT ALTURA DE CERRAMIENTO SOBRE NPT CAMBIO DE NIVEL EN PISO CAMBIO DE NIVEL EN PLAFON NCM NCP NCUM HC NJ HM HPL NIVEL DE CUMBRERA NIVEL DE JARDIN NBV NIVEL BAJO DE VIGA NIVEL LECHO BAJO DE LOSA ESTRUCTURAL NIVEL SUPERIOR DE LOSA ESTRUCTURAL NSLE NLBL NB NPT NIVEL DE BANQUETA NIVEL DE PISO TERMINADO DIBUJO. —- E-01 INDICADA MM. ABRIL-2008 ESTRUCTURAL Corte 1-1 esc 1:12.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Planta Cimentación esc 1:12.5 1 1 C T 1 5 5 5 5 C T 1 C T 2 C T 2 C T 2 D 1 D 1 D 1 5 5 5 5 5 5 5 5 3#5 CT1 2#3 800 300 2#3 3#5 E#3@300 DADO D1 DADO D1 DADO D1 5 5 5 5 5 E#3@300 200 3#5 CT2 2#3 600 300 2#3 3#5 E#3@300 DADO D1 1350 900 1350 E#3@300 200 5 5 5 5 5 POSTE POSTE POSTE FIRME ARMADO f’c=200kg/cm2 #3@250×250 D 1 D 1 D 1 CT1 CT1 RELLENO COMPACTADO AL 90% PROCTOR RELLENO COMPACTADO AL 90% PROCTOR 4#3 4#3 4#3 4#3 5 5 5 6 6 D A D O D 1 P 200x100x100 L 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 P 200x100x100 L P 420x750x22 L 10 ANCLAS TIPO A1 Ø25 Placa Base esc 1:7.5 P L A N T A 5 5 60 5 5 5 5 5 TUERCA NIVELADORA GROUT P 80x80x10 L TUERCA HEXAGONAL FIRME ROSCA ESTANDAR ROSCA ESTANDAR TUERCA HEXAGONAL ROLDANA DE PRESION POSTE OR 89×63 ANCLA A1 Ø25 L=1000 Detalle de Ancla A1 esc 1:7.5 Ø25 L=100 Sección Poste 89×6.3 esc 1:5 5 5 5 5 5 5 5 5 5 Dado D1 esc 1:12.5 10#6 2E#3@200 5 5 5 5 5 5 5 5 5 5 Corte 2-2 esc 1:7.5 Detalle 1 esc 1:5 3 2 OR 76x51x3.2 OR 76x51x3.2 3 PERFIL OR 76x51x3.2 @600 102×38 cal.16 @122 3 PERFIL 102×38 cal.16 @122 OR 89×6.3 POSTE 5 5 5 5 2 2 5 5 5 5 5 5 5 5 5 5 5 OR 76x51x3.2 @600 OR 89×6.3 POSTE PERFIL 102×38 cal.16 @122 VER DETALLE 1 Planta del Bastidor esc 1:7.5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 11040 5 11620 5 5 5 OR 76x51x3.2 OR 89×63 5 OR 76x51x3.2 5 5 5 5 5 5 5 5 5 5 11040 5 5 OR 89×63 OR 89×63 OR 89×63 OR 89×63 2000 5 OR 76x51x3.2 Vista Frontal esc 1:25 Vista Lateral esc 1:25 de Bastidor de Bastidor 5 5 5 5 5 5 5 5 5 5 5 5 5 5 L l 25 x 5 L l 25 x 5 L l 25 x 5 L l 25 x 5 5 5 5 5 Charola para Transformadores esc 1:25 P L A N T A Charola para Transformadores esc 1:12.5 SECCION TRANSVERSAL L l 25 x 5 3 5 5 5 5