MÚLti Purpose Room DWG Section for AutoCAD

FLOOR PLAN, FOUNDATION, SECTIONS AND CONSTRUCTION DETAILS.

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

medical, post, npt, polished cement floor, burnished, multipurpose room, projection eaves, rear main lift, scale, galvanized calamine coverage channels, smooth galvanized ridge, polished cement floor, burnished, npt, scale, general plant, npt, foundation, scale, multipurpose room, burnished, polished cement floor, npt, var., column detail, scale, rto., columns hours, columns cm, covering, terrain: vt. kg, stripping, armed concrete: f’c, Technical specifications, steel: fy, Cured: at least days, tijeral projection, projection beams, cut, scale, shoe detail, scale, scale, detail of timpano wall, npt, Machiembrado similar quinilla

Raw text data extracted from CAD file:

\A1;10.000 \A1;0.500 \A1;25.000 \A1;0.500 \A1;26.000 \A1;0.250 \A1;3.625 \A1;0.250 \A1;3.625 \A1;0.250 \A1;1.000 \A1;8.000 \A1;1.000 \A1;0.250 \A1;4.700 \A1;0.250 \A1;4.700 \A1;0.250 \A1;4.700 \A1;0.250 \A1;4.700 \A1;0.250 \A1;4.700 \A1;0.250 \A1;3.500 \A1;2.000 \A1;0.075 \A1;3.500 \A1;0.075 \A1;8.000 \A1;2.000 \A1;0.4 \A1;0.4 \A1;1.00 \A1;0.40 \A1;1.00 \A1;1.00 \A1;.25 \A1;4.000 \A1;4.000 \A1;4.000 \A1;4.000 \A1;5.075 \A1;4.950 \A1;4.950 \A1;4.950 \A1;5.075 \A1;5.075 \A1;4.950 \A1;4.950 \A1;4.950 \A1;5.075 \A1;5.075 \A1;4.950 \A1;4.950 \A1;4.950 \A1;5.075 \A1;5.075 \A1;4.950 \A1;4.950 \A1;4.950 \A1;5.075 \A1;4.000 \A1;4.000 \A1;4.000 \A1;4.000 \A1;8.000 \A1;3.500 \A1;0.075 \A1;2.000 MEDICA POSTA \A1; 5 5 5 5 5 5 5 5 5 NPT = + 0.075 PISO DE CEMENTO PULIDO BRUÑADO 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NT = 0.00 NT = 0.00 SALON DE USOS MULTIPLES PROYECCION ALERO 5 5 5 ELEVACIÓN PRINCIPAL Y/O POSTERIOR Escala : 1/50 Cobertura de calamina galvanizada 11 canales Cumbrera galvanizada lisa PISO DE CEMENTO PULIDO BRUÑADO NPT = + 0.075 Escala : 1/50 PLANTA GENERAL NPT = + 0.075 5 5 5 5 CIMENTACION Escala : 1/50 SALON DE USOS MULTIPLES BRUÑADO PISO DE CEMENTO PULIDO NPT = + 0.075 Z Z Z Z Z Z Z Z Z Z Z Z Z Z 0.075 1.00 \LZAPATA 0.075 0.075 NPT=+0.075 NPT=+0.075 VAR. .25 A Ø 1/2″ @ 0.15 c / e C-1 1.00 1.00 \LSECCION A – A A 0.40 DETALLE COLUMNA C-1 Escala : 1/20 5 5 4 ø ½’  1/4″ 1ª 0.05, 3 a 0.10 3 a 0.15 Rto. a 0.20 A/E 5 5 1 2 3 5 5 1 2 3 5 5 5 5 5 A B C D E F 5 5 5 5 5 C E F D B A C 5 E 5 F 5 D 5 B 5 A C 5 E 5 F 5 D 5 B 5 A 5 1 5 2 3 5 1 5 2 3 Columnas :18 horas Columnas : 2.5 cm RECUBRIMIENTO TERRENO :Vt. = 1.0 Kg cm² DESENCOFRADO CONCRETO ARMADO :F’c = 210 Kg/cm² ESPECIFICACIONES TÈCNICAS ACERO :Fy = 4200 Kg/cm² CURADO :como mínimo 7 dias PROYECCION TIJERAL PROYECCION VIGAS DE 3″x5″ T1 T1 T1 T1 T1 T1 CORTE A-A Escala : 1 / 50 A A DETALLE DE ZAPATA Escala : 1/20 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 C-1 Escala : 1 / 50 DETALLE DE MURO TIMPANO 5 5 NPT = + 0.075 5 5 MACHIEMBRADO QUINILLA O SIMILAR 1″ x 4″