Details Of Armors And Assembly DWG Detail for AutoCAD

Details of different armors joist used industrial naves and cellars

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

construction plant, projectname, delete, Health Secretary, institutional reorganization program, extension of health services, location, date, scale, total, do not. sheet, design, content, Project Type, hospital, draft, advice, Juan Manuel Galvez, Thank you, extension, remodeling, and. obstetrics, architectural, arq roger pineda, arq jaime facundo, indira alvarez, arq lesbia mejía, code, cm., joist, concrete on site slab of m., details vault with joist, vault, dipstick, unscaled, steel of temperature m., mts., armor, mts., armor, mts., armor, mts., armor, angles of, use:, joist, armed beam slab joist zinc sheet, cms., joist, angles of, use:, use:, angles of, joist, cms., beam beam beam closing, Corrugated rod mts., welded angles, Concrete slab thickness of cms., zinc sheet gauge, metal drawer, armor detail, armor detail, armor detail, metal drawer, metal drawer, armor detail, metal drawer, brace detail, armor, beam, beam, beam, beam detail, section, beam, metal drawer, armor detail, metal drawer, brace detail, section, scale, metal perlines, polished circular column, metal drawer, armor detail, pend., false panelit sky, galvanized sheet metal channel, brace, Cindulit type sheet cover, metal perlines, galvanized sheet metal channel, cindurit sheet cover, Solera de, scale, section, false panelit sky, armor detail, metal drawer

Raw text data extracted from CAD file:

Planta Constructiva escala:1/75 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;0.90 \A1;5.40 \A1;0.69 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;0.46 \A1;4.60 \A1;0.74 \A1;0.74 \A1;0.74 \A1;0.74 \A1;0.74 \A1;3.70 \A1;0.81 \A1;0.81 \A1;1.25 \A1;0.20 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 PROJECTNAME BORRAR N \A1;3.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.35 \A1;2.40 \A1;.60 \A1;1.70 \A1;0.35 \A1;0.35 \A1;0.20 \A1;1.50 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.20 \A1;0.35 \A1;0.35 \A1;0.35 \A1;0.35 \A1;.60 \A1;.60 \A1;.60 \A1;0.35 \A1;0.20 \A1;0.35 \A1;1.05 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.13 \A1;1.05 \A1;1.08 \A1;1.08 \A1;8.90 \A1;8.90 \A1;15.65 \A1;1.44 \A1;1.01 \A1;1.00 \A1;1.01 \A1;1.01 \A1;1.01 \A1;1.01 \A1;1.01 \A1;1.01 \A1;1.01 \A1;1.01 \A1;2.67 \A1;11.60 \A1;11.90 \A1;1.08 \A1;8.10 \A1;1.20 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;1.15 \A1;2.67 \A1;8.53 \A1;4.57 \A1;1.07 \A1;4.30 \A1;2.67 \A1;5.90 \A1;1.47 \A1;1.48 \A1;1.48 \A1;1.47 \A1;1.79 \A1;7.69 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.30 \A1;0.04 \A1;0.04 \A1;0.25 \A1;0.15 \A1;0.40 \A1;0.25 \A1;0.04 \A1;0.04 \A1;0.04 \A1;0.40 \A1;0.15 \A1;0.25 \A1;0.04 \A1;0.20 \A1;0.40 \A1;0.50 \A1;1.23 \A1;1.73 \A1;#3@0.20 \A1;0.40 \A1;0.25 \A1;0.02 \A1;0.40 \A1;0.15 \A1;0.25 \A1;0.04 \A1;0.15 SECRETARIA DE SALUD PROGRAMA REORGANIZACION INSTITUCIONAL Y EXTENSION DE LOS SERVICIOS DE SALUD 00 00 LOCALIZACION PRIESS-BID-SALUD FECHA ESCALA TOTAL NO. HOJA DESARROLLO/DIGITALIZACION DISEÑO CONTENIDO TIPO DE PROYECTO HOSPITAL PROYECTO ASESORIA REVISO/APROBO Juan Manuel galvez GRACIAS Ampliación Remodelación E. Obstetricas Planta-Fachada ARQUITECTONICA Arq. Roger Pineda Arq. Jaime Facundo Indira Alvarez Arq. Lesbia Mejía 1/75 Junio,2002 CODIGO AQ 00 cah_l 266 cah_l 266 cah_l 266 \A1;2.67 \A1;1.45 \A1;1.35 \A1;2.80 \A1;.56 \A1;.70 \A1;10.00 \A1;0.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;.83 \A1;0.83 \A1;20 cm. \A1;61 cm. \A1;15 cm. \A1;5 cm. \A1;20 cm. -37.82327558584018 -37.82327558584018 -37.82327558584018 -37.82327558584018 VIGUETA 8J-64 (o similar) CONCRETO EN SITIO LOSA DE 0.05 m. DETALLES BOVEDILLA CON VIGUETA BOVEDILLA VARILLA #3 SIN ESCALA ACERO DE TEMPERATURA #3 @ 0.30 m. -37.82327558584018 \A1;3.10 \A1;.90 \A1;.90 \A1;1.54 \A1;6.44 \A1;0.96 \A1;Angulo 2½”x2½”x\S3/16;” 5 5 5 5 5 5 5 \A1;Angulo 2½”x2½”x\S3/16;” \A1;Angulo 2″x2″x\S3/16;” \A1;Angulo 2″x2″x\S1/8;” 5 L= 4.60 Mts. Armadura “G” 5 5 5 5 5 5 5 5 5 5 5 \A1;Angulo 2″x2″x\S3/16;” \A1;Angulo 2½”x2½”x\S3/16;” \A1;Angulo 2″x2″x\S1/8;” L= 3.70 Mts. Armadura “F” 5 5 5 5 5 5 5 \A1;Angulo 2″x2″x\S3/16;” \A1;Angulo 2″x2″x\S1/8;” L= 5.40 Mts. Armadura “E” 5 \A1;Angulo 2½”x2½”x\S3/16;” \A1;Angulo 2″x2″x\S3/16;” \A1;Angulo 2″x2″x\S1/8;” 5 L= 5.40 Mts. Armadura “D” 5 5 5 5 5 \A1;2 Angulos de 2½”x2½”x\S3/16;” \A1;2 Angulos de 2½”x2½”x\S3/16;” \A1;2 Angulos de 2″x2″x\S3/16;” UTILIZAR: 5 5 Joist “A” L=3.00 5 5 5 5 5 5 5 5 5 5 ARMADO DE LOSA DE VIGA JOIST Y LAMINA DE ZINC 2.40 5 @ 0.15 Cms. 1.70 Joist “B” L=2.10 5 5 5 5 \A1;2 Angulos de 2½”x2½”x\S3/16;” \A1;2 Angulos de 2½”x2½”x\S3/16;” \A1;2 Angulos de 2″x2″x\S3/16;” UTILIZAR: 5 5 5 5 5 5 5 UTILIZAR: \A1;2 Angulos de 2½”x2½”x\S3/16;” \A1;2 Angulos de 2″x2″x\S3/16;” \A1;2 Angulos de 2½”x2½”x\S3/16;” 5 5 5 5 Joist “C” L=1.50 @ 0.15 Cms. @ 0.10 Cms. @ 0.10 Cms. 3 # 4 5 5 5 VIGA SUPERIOR, VIGA VoXX, VIGA DE CIERRE ATIEZADORES VARILLA #4 CORRUGADA @ 3.00 Mts. 2 ANGULOS SOLDADOS CONCRETO fc= 210 KG/Cm² ESPESOR DE LOSA DE 5 CMS. LAMINA DE ZINC CALIBRE 26 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1[] CAJON METALICO 4″x6″xe=1/16″ 1[] CAJON METALICO 4″x6″xe=1/16″ Detalle de Armadura “A” ESCALA:1:50 ESCALA:1:50 Detalle de Armadura “B” 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Detalle de Armadura “C” ESCALA:1:50 1[] CAJON METALICO 4″x6″xe=1/16″ 1[] CAJON METALICO 4″x6″xe=1/16″ 5 5 5 1[] CAJON METALICO 4″x7″xe=1/16″ Detalle de Armadura “D” ESCALA:1:50 5 5 5 5 5 5 5 5 1[] CAJON METALICO 4″x6″xe=1/16″ 2[] CAJON METALICO 4″x6″xe=1/16″ ESCALA:1:50 Detalle de Arriostre 1 ARMADURA “A” ARMADURA “A” 2#6+1#5 EST.#3@0.20 2#6+1#5 5 5 5 5 5 5 EST.#3@0.20 3#4 5 5 5 5 5 5 3#4 ESCALA:1:10 Viga V-1 ESCALA:1:10 Viga VR-1 5 EST.#3@0.20 5 5 5 5 5 Viga V-2 ESCALA:1:10 2#5 2#5 Q 5 5 5 5 #3@0.20 2#6 A Detalle de Viga V-5 ESCALA:1:25 5 5 2#6 3#6 E#3@0.30 Seccion A 2#4 5 5 5 5 5 5 EST.#3@0.20 2#4 ESCALA:1:10 Viga VR-2 5 1[] CAJON METALICO 4″x6″xe=1/16″ Detalle de Armadura “H” 5 ESCALA:1:50 5 5 5 5 5 0.83 5 5 5 5 5 5 5 5 5 5 0.83 1[] CAJON METALICO 4″x6″xe=1/16″ Detalle de Arriostre 2 ESCALA:1:50 SECCION P ESCALA 1:20 PERLINES METALICOS 1[ 2″x6″x1/16″@1.20 COLUMNA CIRCULAR DE d0.40 REPELLADA Y PULIDA 5 5 5 1[] CAJON METALICO 4″x6″xe=1/16″ ESCALA:1:50 Detalle de Armadura “E” PEND. 30 % CIELO FALSO DE PANELIT CANAL METALICO DE LAMINA LISA GALVANIZADA ARRIOSTRE 2 CUBIERTA DE LAMINA TIPO CINDULIT 8 PERLINES METALICOS 2″x6″x1/16″@1.20 CANAL METALICO DE LAMINA LISA GALVANIZADA CUBIERTA DE LAMINA CINDURIT 180 SOLERA DE 0.15×0.20 4#3@0.15 ESCALA 1:20 SECCION X CIELO FALSO DE PANELIT 5 Detalle de Armadura “J” ESCALA:1:50 5 0.96 1[] CAJON METALICO 4″x6″xe=1/16″