Warehouse Foundations DWG Full Project for AutoCAD

Warehouse Foundations – Project

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

yañez center cp., telephone fax, s.a. from c.v., Hermosillo Sonora Mexico, concrete, dipstick, drowned castle, each cms, block, cimentacion plant, adjoining, league lock, shoe, grill made with rod both ways, column, shoe, grill made with rod both ways, shoe, structural details., var., cms., grill made with rod both ways, grill made with rod both ways, column, var., cms., column, grill made with rod both ways, shoe, shoe, shoe, grill made with rod both ways, dice, n.t.n., column, encs of cm, to the proctor, n. of embankment, firm concrete, dice, column, grill made with rod both ways, n.t.n., column, encs of cm, to the proctor, n. of embankment, firm concrete, grill made with rod both ways, n.t.n., n.t.n., firm concrete, encs of cm, to the proctor, n. of embankment, firm concrete, encs of cm, n. of embankment, to the proctor, n.t.n., grill made with rod both ways, n.t.n., var., cms., foundation lock, cms., to the proctor, encs of cm, firm concrete, n. of embankment, column, column, var., cms., grill made with rod both ways, column, var., firm concrete, encs of cm, n. of embankment, to the proctor, adjoining, detail of block wall, calculation:, archive:, scale:, flat:, key:, November, construction manager:, date:, design:, give priority on drawing, n.p.t. is from the floor of the warehouse, notes:, dimensions in meters, quintero, real estate agency frisco s.a de c.v., owner:, colony the sleeve, authorization:, bay road from kino km, cute river brook, address:, blvd Carlos, cellar, blvd jesus garcia morals, location:, draft:, adjoining, adjoining, work report, date: week:, axis, section, measurements, height, plan., zap, dice, col.c, Wall, dala, lock, tail, m.lam, cub., observation

Raw text data extracted from CAD file:

N N YAÑEZ 137 CENTRO CP. 83000 TELEFONO / FAX (6) 2 12 04 55 S.A. DE C.V. HERMOSILLO SONORA MEXICO E-MAIL:urdiseno@rtn.uson.mx \A1;91.84° \A1;92.25° \A1;87.75° \A1;92.25° \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;5.00 \A1;4.80 \A1;29.8 \A1;4.60 \A1;4.60 \A1;4.60 \A1;4.60 \A1;4.60 \A1;4.60 \A1;27.60 \A1;10.00 \A1;2.50 \A1;5.00 \A1;1.25 \A1;0.40 \A1;5.00 \A1;1.25 \A1;2.50 \A1;1.25 \A1;1.25 \A1;1.50 \A1;1.20 \A1;1.40 \A1;2.00 \A1;2.00 \A1;1.40 \A1;1.40 \A1;1.20 \A1;0.30 \A1;0.30 \A1;0.50 \A1;1.80 \A1;1.50 \A1;0.10 \A1;1.60 \A1;1.40 \A1;1.40 \A1;0.10 \A1;1.50 \A1;1.50 \A1;0.25 \A1;2.40 \A1;1.50 \A1;2.00 \A1;0.25 \A1;0.40 \A1;1.40 \A1;0.50 \A1;1.40 \A1;1.40 \A1;0.50 \A1;1.40 \A1;1.20 \A1;0.10 \A1;0.25 \A1;1.60 \A1;0.30 \A1;0.40 \A1;0.25 \A1;1.50 \A1;0.25 \A1;0.25 \A1;1.40 \A1;0.50 \A1;0.40 \A1;0.40 \A1;0.20 \A1;0.25 \A1;0.50 \A1;0.40 \A1;0.50 \A1;0.40 \A1;0.20 \A1;0.40 \A1;0.30 \A1;0.50 \A1;0.40 \A1;0.35 \A1;0.60 \A1;5.00 \A1;29.8 \A1;27.60 \A1;5.00 \A1;5.00 K K \A1; \A1; \A1; \A1; \A1; \A1; \A1; CONCRETO F’C=150 KG/CM2 1 VARILLA 3/8″ CASTILLO AHOGADO A CADA 80 CMS. BLOCK 20X20X40 5 5 5 5 5 5 7 6 NPT= +-0.00 K K K K K C-2 C-1 K 5 C-2 K K K K K K K K K C-3 K K K K K C-2 C-3 5 5 4 5 3 5 K K K K K K C-2 K 5 K K K K K K C-2 C-2 1 2 NPT= +-0.00 5 K K K K K K C-1 C-2 5 Z-02 5 A B C-4 C-4 C-4 C-4 D 5 C-3 5 C Z-02 C-3 E C-2 C-1 C-2 K K K K K NPT= +-0.00 C-2 K K K K K K K C-2 C-2 K K K K K K NPT= +-0.00 C-2 K K K K K K C-1 5 C-2 5 F G ESCALA………………………1:100 PLANTA DE CIMENTACION COLINDANCIA 10.00 2.50 5.00 1.25 E 3/8″ @20cms 0.40 1 d 5/8″ TRABE DE LIGA TL-01 ESCALA………..1:25 5.00 1.25 2.50 2 d 5/8″ 1.25 1.25 E 3/8″ @20cms ZAPATA Z-05 ESCALA………..1:25 PARRILLA HECHA CON VARILLA # 4 @ 20 cms., AMBOS SENTIDOS COLUMNA C-1 ZAPATA Z-03 ESCALA………..1:25 PARRILLA HECHA CON VARILLA # 4 @ 25 cms., AMBOS SENTIDOS PARRILLA HECHA CON VARILLA # 4 @ 25 cms., AMBOS SENTIDOS ZAPATA Z-01 ESCALA………..1:25 DETALLES ESTRUCTURALES. 6 VAR. d 5/8″ E 3/8″ @20 cms. 0.40 1.50 1.20 1.40 2.00 C-3 PARRILLA HECHA CON VARILLA # 4 @ 20 cms., AMBOS SENTIDOS 2.00 1.40 1.40 0.30 0.50 C-2 0.40 C-1 PARRILLA HECHA CON VARILLA # 4 @ 30 cms., AMBOS SENTIDOS 1.20 ESC………….1:10 COLUMNA C-1 0.30 4 VAR. d 3/4″ E 3/8″ @20 cms. 0.30 0.50 1.80 1.50 E 3/8″ @20cms 6 d 5/8″ COLUMNA C-3 0.10 1.60 PARRILLA HECHA CON VARILLA # 4 @ 20 cms., AMBOS SENTIDOS ZAPATA Z-06 ESCALA………..1:25 1.40 ZAPATA Z-04 ESCALA………..1:25 1.40 ZAPATA Z-02 ESCALA………..1:25 0.10 1.50 1.50 0.25 2.40 PARRILLA HECHA CON VARILLA # 4 @ 30 cms., AMBOS SENTIDOS 1.50 2.00 DADO N.T.N. 0.25 5 1.40 COLUMNA C-3 ENC APAS DE 20 CM AL 95% PROCTOR N. DE TERRAPLEN F’c=250 KG/CM2 FIRME DE CONCRETO 0.50 1.40 2 d 5/8″ 1.40 0.50 C-4 DADO 1.40 COLUMNA C-3 PARRILLA HECHA CON VARILLA # 4 @ 20 cms., AMBOS SENTIDOS N.T.N. 6 d 5/8″ COLUMNA C-3 E 3/8″ @20cms ENC APAS DE 20 CM AL 95% PROCTOR N. DE TERRAPLEN F’c=250 KG/CM2 FIRME DE CONCRETO 1.20 0.10 PARRILLA HECHA CON VARILLA # 4 @ 30 cms., AMBOS SENTIDOS 4 d 3/4″ N.T.N. 0.25 C-2 C-3 0.35 0.60 1.60 0.30 0.40 E 3/8″ @20cms 0.25 1.50 N.T.N. 0.25 F’c=250 KG/CM2 FIRME DE CONCRETO ENC APAS DE 20 CM AL 95% PROCTOR N. DE TERRAPLEN FIRME DE CONCRETO F’c=250 KG/CM2 ENC APAS DE 20 CM N. DE TERRAPLEN AL 95% PROCTOR N.T.N. PARRILLA HECHA CON VARILLA # 4 @ 30 cms., AMBOS SENTIDOS N.T.N. 6 d 5/8″ 0.25 4 VAR. d 5/8″ E 3/8″ @20 cms. TRABE DE CIMENTACION TC-01 1.40 E 3/8″ @20 cms. 0.50 AL 95% PROCTOR ENC APAS DE 20 CM FIRME DE CONCRETO F’c=250 KG/CM2 N. DE TERRAPLEN 0.40 ESC………….1:10 COLUMNA C-2 ESC………….1:10 COLUMNA C-3 6 VAR. d 5/8″ E 3/8″ @20 cms. 0.40 0.20 0.25 0.50 PARRILLA HECHA CON VARILLA # 4 @ 30 cms., AMBOS SENTIDOS ESC………….1:10 COLUMNA C-4 0.40 0.50 8 VAR. d 5/8″ FIRME DE CONCRETO F’c=250 KG/CM2 ENC APAS DE 20 CM N. DE TERRAPLEN AL 95% PROCTOR ESC………….1:10 0.40 0.20 Z-01 Z-01 Z-01 TC-01 COLINDANCIA ESC………….1:25 DETALLE DE MURO DE BLOCK Z-01 Z-03 Z-05 Z-03 Z-05 Z-03 Z-02 Z-02 Z-02 Z-06 Z-02 Z-02 Z-06 Z-02 Z-04 ZL-2 Z-04 Z-06 Z-06 Z-02 Z-02 Z-02 Z-02 ZL-2 Z-02 K K 4″ CALCULO: 2/3 E01 8VARIOS\\CONDUMEX\\EST-01 ARCHIVO: E S T R U C T U R A ESCALA: 1:100 PLANO: CLAVE: H E R M O S I L L O S O N O R A M E X I C O 24 DE NOVIEMBRE DEL 2003 DIRECTOR DE OBRA: FECHA: DISEÑO: 3 DAR PRIORIDAD A COTA SOBRE DIBUJO 2 EL N.P.T. 0.00 ES DEL PISO DE LA BODEGA NOTAS: 1 COTAS EN METROS QUINTERO A. INMOBILIARIA FRISCO S.A DE C.V. PROPIETARIO: COLONIA LA MANGA AUTORIZACION: CARRETERA BAHIA DE KINO KM 5.5 ARROYO RIO LINDO DIRECCION: BLVD. CARLOS BODEGA ORV-02 C O N S T R U C C I O N BLVD. JESUS GARCIA MORALES LOCALIZACION: PROYECTO: D E C O N C R E T O G F E C D B A 5 5 5 5 C-3 K 7 Z-01 COLINDANCIA K C-1 K K 6 Z-02 K K K C-2 K K Z-03 K K K C-2 K K K K K Z-05 K K K K Z-03 C-2 K K Z-06 Z-05 C-3 K K K Z-03 C-2 K K Z-06 Z-06 C-4 C-4 4 Z-02 Z-02 C-2 C-2 K K K K 3 Z-02 C-2 K K K K K 2 Z-02 C-2 K K K K K K 1 Z-01 C-1 K ZL-2 Z-02 Z-04 C-3 C-4 Z-06 C-4 5 ZL-2 Z-02 5 Z-04 C-3 Z-02 C-2 K COLINDANCIA TC-01 Z-01 K K C-1 Z-02 K K K K K C-2 Z-02 Z-02 C-2 K K K K C-2 Z-02 K K K K K C-2 Z-02 C-2 K K K K K K Z-01 C-1 K REPORTE DE OBRA FECHA: SEMANA: EJE TRAMO MEDIDAS ALTURA PLAN. ZAP. DADO COL.C MURO DALA 1 1 1 1 1 1 2 2 3 3 3 3 4 4 5 5 5 5 6 6 7 7 7 7 7 7 A-B B-C D-E C-D E-F F-G A G A C E G A G A C E G G A A-B B-C C-D D-E E-F F-G TRABE COL.A M.LAM CUB. 4.8 5.0 5.0 5.0 5.0 5.0 4.6 4.6 4.6 4.6 4.6 4.6 OBSERVACION ESC:1.50 \A1;4.60 \A1;4.60 \A1;4.60 \A1;4.60 \A1;4.60 \A1;4.60 \A1;5.00 \A1;4.80 \A1;5.00 K