Foundation And Lightweight Hotel DWG Detail for AutoCAD

Foundation And Lightweight Hotel DWG Detail for AutoCAD

DETAILS OF FOUNDATION AND LIGHTWEIGHT FIVE FLOORS

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

room, alt, in., variable, rooftop, floor, sole, scale, n.f., variable see column box, beam you, structures, January hotel, est.arq.a.ruiz.burga, cad:, date:, of sheet:, av.balta ofic., Chiclayo, jose baca tavara, scale:, description:, owner:, draft:, chap, architectural design, architects engineers, Mrs. from bacilio maco, mail:, June, rpm, street of January surrounded by chiclayo, plant foundation, cut, cut, cut, in., variable, waiting room, second third fourth, fifth floor typical, n.p.t., sand, false floor, affirmed, brick type iv, mixture, meeting, cut, ground, natural, e.g. max., foundation, n.p.t., sand, false floor, affirmed, brick type iv, mixture, meeting, cut, ground, natural, beam you, n.p.t., sand, false floor, affirmed, cut, ground, natural, beam you, n.p.t., sand, false floor, affirmed, brick type iv, mixture, meeting, cut, ground, natural, e.g. max., overcoming, e.g. max., overcoming, e.g. max., overcoming, e.g. max., foundation, details foundation, e.g. max., foundation, beam you, e.g. max., foundation, second tranche, foundation, stairs, n.p.t., sole, entry, cms, first stretch, cms, npt, npt, npt, shoe box, kind, steel reinforcement, in both ways, see plan, details shoe, column table, foundation, empty, except for another indication, the splicing length being equal, for for, bottom is attached to the, not splicing more than the total area, in lightened flat beams steel, notes., in the same section, vertical splicing, see plan, see plan, lightened, first floor, empty, rooftop, floor, sole, in., n.f., variable see column box, variable, beam you, beam, beam

Raw text data extracted from CAD file:

000 ROOM alt alt al al \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 1.200000000000728 1.200000000000728 d1/2" Z-1 C1 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;1.20 \A1;.85 \A1;.90 \A1;.85 \A1;1.31 \A1;.85 \A1;1.00 \A1;1.20 \A1;1.05 \A1;1.20 \A1;6.23 \A1;6.73 \A1;.15 \A1;1.17 \A1;.15 \A1;.15 \A1;.30 \A1;1.40 \A1;1.45 \A1;.15 \A1;1.10 \A1;.30 \A1;.53 \A1;1.95 \A1;.30 \A1;3.80 \A1;.30 \A1;.43 \A1;.21 \A1;1.56 \A1;.17 \A1;.25 \A1;1.07 \A1;.30 \A1;3.62 \A1;.30 \A1;4.10 \A1;.30 \A1;3.68 \A1;.30 \A1;3.80 \A1;.30 \A1;.15 \A1;1.53 \A1;.15 \A1;.25 \A1;1.28 \A1;.25 \A1;1.78 \A1;1.55 \A1;2.17 \A1;.15 \A1;2.38 \A1;.68 \A1;.37 \A1;.17 \A1;1.56 \A1;.21 \A1;.25 \A1;3.15 \A1;1.87 \A1;.25 \A1;5.52 \A1;2.92 \A1;2.35 \A1;1.74 \A1;.31 \A1;4.06 \A1;.15 \A1;1.20 \A1;.15 \A1;2.37 \A1;.31 \A1;1.12 \A1;.15 \A1;2.90 \A1;.31 \A1;3.68 \A1;.31 \A1;1.45 \A1;.15 \A1;.31 \A1;3.86 \A1;.31 \A1;3.75 \A1;.31 \A1;4.17 \A1;.31 \A1;3.68 \A1;.31 \A1;1.36 \A1;.25 \A1;20.50 \A1;1.35 \A1;3.92 \A1;4.40 \A1;3.98 \A1;4.10 \A1;1.86 \A1;.20 \A1;.60 \A1;.40 \A1;.85 \A1;2.60 \A1;.27 \A1;.75 \A1;1.56 \A1;.34 \A1;.15 0.15 0.10 0.10 0.05 0.15 0.60 0.60 0.10 0.65 0.15 0.60 0.15 0.10 0.10 0.05 0.15 0.10 0.65 0.15 0.60 0.60 0.10 0.10 0.05 0.10 0.15 0.60 0.60 0.15 0.10 0.10 0.05 0.15 0.10 0.65 0.15 0.60 0.60 0.50 0.50 0.50 0.25 0.50 0.18 0.90 0.175 0.50 0.80 0.175 0.175 0.50 0.25 1.05 0.30 0.25 0.25 0.25 0.25 1.20 0.30 0.25 0.25 0.25 0.25 1.20 1.20 1.20 0.30 0.30 0.25 .25 0.25 1.05 1.20 1.05 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 1.15 0.15 0.60 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.70 1.93 1.80 0.70 1.08 1.20 1.01 0.25 0.30 0.25 0.30 0.30 0.25 0.15 0.43 0.30 0.24 0.37 0.25 0.25 0.25 0.25 0.25 0.25 0.25 0.25 \A1;1.30 \A1;1.30 \A1;.70 \A1;.70 \A1;1.25 \A1;1.30 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.40 \A1;1.40 \A1;.90 \A1;.70 \A1;.70 \A1;.35 \A1;1.54 \A1;.31 \A1;3.86 \A1;.31 \A1;3.75 \A1;.31 \A1;4.17 \A1;.31 \A1;3.68 \A1;.31 \A1;1.36 \A1;.25 \A1;.30 \A1;4.10 \A1;.30 \A1;3.68 \A1;.30 \A1;3.80 \A1;.30 \A1;.34 \A1;3.62 \A1;.30 \A1;1.07 \A1;.25 \A1;.25 \A1;1.78 \A1;1.55 \A1;1.28 \A1;.25 \A1;.60 \A1;21.10 \A1;1.64 \A1;3.98 \A1;4.48 \A1;4.05 \A1;4.17 \A1;1.87 \A1;21.36 \A1;.15 \A1;1.48 \A1;3.92 \A1;4.40 \A1;3.98 \A1;4.10 \A1;1.84 \A1;1.65 0.20 0.30 0.20 0.30 0.20 0.30 0.20 0.30 0.20 0.15 0.20 0.15 0.20 2.65 0.20 2.70 0.60 4 pulg. 0.25 0.25 0.50 0.15 VARIABLE Z 0.20 0.30 \A1;1.29 \A1;.25 \A1;2.99 \A1;1.82 \A1;1.09 \A1;.25 \A1;1.20 \A1;6.29 \A1;3.37 \A1;1.47 \A1;1.32 A A B C D E F G B C D E F G 1 1 2 2 \A1;1.30 \A1;1.30 \A1;1.30 \A1;.70 \A1;.70 \A1;1.25 \A1;1.30 \A1;1.25 \A1;1.25 \A1;1.25 \A1;1.40 \A1;1.40 \A1;.90 \A1;.70 \A1;.70 \A1;.25 \A1;1.28 \A1;.25 \A1;1.78 \A1;1.55 \A1;21.10 \A1;1.64 \A1;21.36 \A1;1.48 \A1;1.65 \A1;1.29 \A1;6.29 \A1;3.37 \A1;1.30 \A1;.35 \A1;1.54 \A1;.31 \A1;3.86 \A1;.31 \A1;3.75 \A1;.31 \A1;4.17 \A1;.31 \A1;3.68 \A1;.31 \A1;1.36 \A1;.25 \A1;.30 \A1;4.10 \A1;.30 \A1;3.68 \A1;.30 \A1;3.80 \A1;.30 \A1;.34 \A1;3.62 \A1;.30 \A1;1.07 \A1;.25 \A1;.60 \A1;3.98 \A1;4.48 \A1;4.05 \A1;4.17 \A1;1.87 \A1;.15 \A1;3.92 \A1;4.40 \A1;3.98 \A1;4.10 \A1;1.84 \A1;.25 \A1;2.99 \A1;1.82 \A1;1.09 \A1;.25 \A1;1.20 \A1;1.47 \A1;1.32 AZOTEA 2do,3er PISO 1º PISO SOLADO 1:12 ( C:H) N.P.T.+ 9.00 0.1999999999989086 5 0.2000000000007276 5 5 5 0.2503221373626729 0.2498784270082979 N.P.T.+ 0.15 Ø1/2" @.15 ESCALA : 1/25 5 0.1500000000014552 N.F.Z. - 1.00 VARIABLE VER CUADRO DE COLUMNAS VARIABLE VER CUADRO DE COLUMNAS 5 VIGA VC N.P.T.+ 6.00 N.P.T.+ 3.00 E-02 ESTRUCTURAS HOTEL 7 DE ENERO ESTD.ARQºA.RUIZ.BURGA CAD: 1 / 50 FECHA: N° DE LAMINA: AV.BALTA 910 OFIC. 203 CHICLAYO ARQ° JOSE BACA TAVARA ESCALA: DESCRIPCION: PROPIETARIO: PROYECTO: CAP 12095 Diseño y Arquitectura Arquitectos & Ingenieros Sra. de Bacilio Maco correo: josebacape@hotmail.com JUNIO 2,011 955666776 - RPM *0271117 Calle 7 de Enero Nº11xx - Cercado de Chiclayo PLANTA CIMENTACION A R Q U I T E C T O S & I N G E N I E R O S V-102-202-302-402-502 1/20 (.30x.20) 4 d 5/8" 5 R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 2 d 1/2" 5 5 5 6 d 1/2" R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 V-103-203-303-403-503 1/20 (.15x.20) 5 5 4 d 3/8" R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 V-S 1/20 (.15x.20) V-101-201-301-401-501 1/20 (.30x.20) 4 d 5/8" 5 R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 2 d 1/2" 5 CORTE B-B 5 2 d 5/8" 2 d 5/8" 2 d 1/2" 2 d 1/2" 5 CORTE A-A 5 2 d 5/8" 2 d 5/8" 2 d 1/2" 5 CORTE C-C 5 2 d 5/8" 2 d 5/8" 2 d 1/2" 5 0.20 0.30 0.20 2.65 0.20 2.70 0.60 4 pulg. 0.25 0.25 0.50 0.15 VARIABLE 0.25 0.25 0.50 0.25 0.20 0.30 0.20 0.30 0.3 0.30 0.45 0.30 0.20 0.30 0.20 0.15 2.50 2.30 0.00 VA-1 0.60 0.60 1.90 VA-1 2.50 0.85 0.00 V-1 0.60 0.60 1.90 VA-1 0.60 0.60 1.90 VA-1 0.60 0.60 1.90 VA-1 0.60 0.60 1.90 VA-1 2.50 1.80 0.00 V-2 2.50 1.80 0.00 V-2 2.50 1.80 0.00 V-2 2.50 1.80 0.00 V-2 2.50 1.80 0.00 V-2 2.50 0.85 0.00 V-1 1.50 1.00 1.00 V-3 1.50 1.00 1.00 V-3 P3 P1 P2 P2 P4 P1 P2 P2 P2 P2 P5 P5 P5 1.60 1.50 1.00 V-7 1.40 1.15 1.20 V-4 1.60 0.75 1.00 V-10 1.60 0.75 1.00 V-8 1.40 1.15 1.20 V-6 P-2 P-5 P-2 P-5 P-7 P-2 P-8 P-2 P-7 P-7 P-5 P-5 P-5 P-5 P-7 P-4 P-3 P-3 P-2 P-1 P-5 P-5 P-8 P-5 P-7 1.60 1.35 1.00 V-2 1.60 .60 1.00 V-1 1.40 2.25 1.20 V-5 1.60 1.50 1.00 V-9 0.30 0.90 2.30 VA-2 0.50 2.90 2.10 V-A1 1.60 1.35 1.00 V-11 1.00 1.50 1.60 V-12 1.60 0.70 1.00 V-13 1.60 1.35 1.00 V-2 1.40 2.25 1.20 V-5 1.60 0.85 1.00 V-14 1.60 0.75 1.00 V-9 1.60 1.50 1.00 V-12 1.60 1.50 1.00 V-9 1.60 0.75 1.00 V-10 0.30 0.90 2.30 VA-2 1.40 1.00 1.20 V-15 1.40 1.00 1.20 V-15 P-4 P-6 PM-1 P-2 0.60 .75 1.00 V-1-A d1/2" 5 5 5 VC-101 SALA DE ESPERA VC-101 5 d1/2" Z-5 C5 d1/2" d1/2" d1/2" d1/2" d1/2" C7 C8 C3 C4 C2 VC-101 VC-101 5 5 d1/2" Z-1 C1 Z-3 Z-7 C2 d1/2" d1/2" Z-2 d1/2" Z-4 d1/2" C2 d1/2" d1/2" Z-2 \A1;1.20 C2 d1/2" d1/2" Z-2 5 5 5 .85 5 .85 5 .85 1.00 5 5 1.20 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 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 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 2 2 2 2 2 2 2 1 1 1 1 SEGUNDA TERCERA CUARTA QUINTA PLANTA TIPICA 5 N.P.T. + 0.15 ARENILLA FALSO PISO C/PISO AFIRMADO LADRILLO TIPO IV Mezcla C =1:4 Junta =1.5cm 5 5 5 5 CORTE 1-1 1/25 5 5 5 5 TERRENO 5 NATURAL 1:10+30% P.G. máx. 6" CIMIENTO 5 5 N.P.T. + 0.15 ARENILLA FALSO PISO C/PISO AFIRMADO LADRILLO TIPO IV Mezcla C =1:4 Junta =1.5cm 5 5 5 5 CORTE 3-3 1/25 5 5 TERRENO 5 NATURAL 5 5 VIGA VC N.P.T. + 0.15 ARENILLA FALSO PISO C/PISO AFIRMADO 5 5 5 CORTE 3-3 1/25 5 TERRENO 5 NATURAL 5 5 VIGA VC 5 N.P.T. + 0.15 ARENILLA FALSO PISO C/PISO AFIRMADO LADRILLO TIPO IV Mezcla C =1:4 Junta =1.5cm 5 5 5 5 CORTE 4-4 1/25 5 5 TERRENO 5 NATURAL 5 5 1:8+25% P.G. máx. 3" SOBRECIMIENTO 1:8+25% P.G. máx. 3" SOBRECIMIENTO 1:8+25% P.G. máx. 3" SOBRECIMIENTO 1:10+30% P.G. máx. 6" CIMIENTO DETALLES CIMIENTOS R@ .20 d 8 mm : 1@ .05 5@ .10 6 d 1/2" 1:10+30% P.G. máx. 6" CIMIENTO VIGA VC R@ .20 d 8mm 1@ .05 5@ .10 6 d 1/2" R@ .20 d 8 mm 1@ .05 5@ .10 6 d 1/2" 1:10+30% P.G. máx. 6" CIMIENTO 102 (1º al 2º PISO) SOBRECARGA= 175 Kg/cm2 SEGUNDO TRAMO 1:12 ( C:H) CIMENTACION ESCALERA f'c= 210 Kg/cm2 N.P.T. + 0.15 SOLADO 4" d 1/2"@ .15 d 1/2"@ .15 5 3 2 1 5 ingreso 5 d 1/2" @.15 d 1/2"@ .15 5 4 5 6 7 8 5 9 t = 0.175 cms d 1/2" @.15 d 1/2"@ .15 d 1/2"@.15 5 5 5 (1º al 2º PISO) SOBRECARGA= 175 Kg/cm2 PRIMER TRAMO d 1/2"@ .15 10 8 d 1/2"@ .15 11 12 13 14 15 5 9 t = 0.175 cms d 1/2" @.15 d 1/2"@ .15 d 1/2"@.15 5 5 5 d 1/2"@ .15 16 16 NPT + 1.73 5 NPT + 1.73 5 NPT + 3.00 9 d 1/2" @ 0.15 d 1/2" @ 0.15 Z-1 1/25 5 5 5 5 5 5 CUADRO DE ZAPATAS 0.60 0.60 h TIPO Z-1 Z-2 DIMENSION(m) ACERO REFUERZO (d) d 1/2" @ 0.15 en ambos sentidos 0.60 Z-3 0.60 Z-4 Ver Plano 0.60 Z-5 1.20 x 1.20 1.20 x 1.20 1.20 X 1.20 DETALLES ZAPATAS Z-6 C6 d 1/2" @ 0.15 d 1/2" @ 0.15 5 5 5 5 5 5 5 Z-2 1/25 5 d 1/2" @ 0.15 d 1/2" @ 0.15 Z-3 1/25 5 C4 5 5 5 .25 5 5 4 d 1/2" 3 3 4 4 5 5 5 5 5 5 5 5 5 5 Z-5 5 5 d 1/2" @ 0.15 d 1/2" @ 0.15 Z-4 0.25 0.25 0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.70 5 5 5 5 5 1/25 1/25 Z-5 1/25 5 5 5 CUADRO DE COLUMNAS d 8 mm :1@ .05, 5@.10, R@ 0.20 C/E 4 d 5/8" + 0.30 X 0.25 --------------- d 8 mm :1@ .05, 5@.10, R@ 0.20 C/E 2 d 1/2" 2 d 1/2" 4 d 5/8" d 8 mm :1@ .05, 5@.10, R@ 0.20 C/E d 8 mm :1@ .05, 5@.10, R@ 0.20 C/E d 8 mm :1@ .05, 5@.10, R@ 0.20 C/E d 8 mm :1@ .05, 5@.10, R@ 0.20 C/E d 8 mm :1@ .05, 5@.10, R@ 0.20 C/E d 8 mm :1@ .05, 5@.10, R@ 0.20 C/E 5 4 d 5/8" + 0.30 X 0.25 2 d 1/2" 5 2 d 1/2" 4 d 5/8" 8 d 5/8" 5 5 0.30 X 0.25 4 d 5/8" 2 d 1/2" 4 d 1/2" 5 5 5 5 5 5 5 0.25 X 0.25 5 5 4 d 1/2" 0.25 X 0.25 4 d 5/8" + 2 d 1/2" 4 d 1/2" 4 d 1/2" 4 d 1/2" 4 d 1/2" 4 d 1/2" 5 0.25 4 d 1/2" 5 0.25 CIMENTACION 2.50 2.30 0.00 VA-1 0.40 0.60 2.10 VA-1 0.60 0.60 1.90 VA-1 2.50 0.85 0.00 V-1 0.60 0.60 1.90 VA-1 0.60 0.60 1.90 VA-1 0.60 0.60 1.90 VA-1 0.60 0.60 1.90 VA-1 2.50 1.80 0.00 V-2 2.50 1.80 0.00 V-2 2.50 1.80 0.00 V-2 2.50 1.80 0.00 V-2 2.50 1.80 0.00 V-2 2.50 0.85 0.00 V-1 1.50 1.00 1.00 V-3 1.50 1.00 1.00 V-3 P3 P1 P2 P2 P4 P1 P2 P2 P2 P2 P5 P5 P5 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 d 1/2" d 1/2" 5 5 VS 5 5 d 1/2" d 1/2" 5 5 5 5 5 5 5 VACIO VS VS VS V-102-202-302-402-502 VS VS VS VS d 1/2" 5 d 1/2" 5 5 d 1/2" \fVerdana|b0|i1|c0|p34;2 4 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SALVO OTRA INDICACION SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm PARA \U+2205 3/8" Y 35cm PARA \U+2205 1/2"Y \U+2205 5/8" INFERIOR SE EMPALMARA SOBRE LOS APOYOS, 1. NO EMPALMAR MAS DEL 50 % DEL AREA TOTAL 2. EN ALIGERADOS Y VIGAS CHATAS EL ACERO NOTAS. EN UNA MISMA SECCION Z 1/2" 5/8" 3/8" d 0.50 0.40 0.35 Z EMPALME VERTICAL 5 5 5 5 5 5 5 5 5 5 5 Ver Plano 0.60 Z-6 Ver Plano ALIGERADO 5 1 3 PRIMERA PLANTA V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 V-S V-102-202-302-402-502 V-102-202-302-402-502 V-102-202-302-402-502 VP-102-202-302-402-502 VP-101-201-301-401-501 V-103-203-303-403-503 V-103-203-303-403-503 V-101-201-301-401-501 d 1/2" d 1/2" 5 5 VS 5 5 d 1/2" d 1/2" 5 5 5 5 5 5 5 VACIO VS VS VS V-102-202-302-402-502 VS VS VS VS d 1/2" 5 d 1/2" 5 5 d 1/2" \fVerdana|b0|i1|c0|p34;2 4 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 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 5 5 5 5 5 5 5 5 5 1 3 V-104-204-304-404-504 V-104-204-304-404-504 A A B C D E F G B C D E F G 1 1 2 2 V-102-202-302-402-502 1/20 (.30x.20) 4 d 5/8" <> R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 2 d 1/2" 5 AZOTEA 2do,3er PISO 1º PISO SOLADO 1:12 ( C:H) N.P.T.+ 9.00 5 2.65 5 2.70 0.60 4 pulg. 5 5 N.P.T.+ 0.15 Ø1/2" @.15 0.50 5 N.F.Z. - 1.00 VARIABLE VER CUADRO DE COLUMNAS VARIABLE VER CUADRO DE COLUMNAS VARIABLE VIGA VC N.P.T.+ 6.00 N.P.T.+ 3.00 VC-101 3 3 3 3 3 3 4 d 1/2" R@ .20 d 8 mm 1@ .05 5@ .10 VIGA VC-101 0.25 0.25 R@ .20 d 8mm : 1@ .05 5@ .10 6 d 1/2" VIGA VC-102 0.50 0.25 102 d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" d 1/2" 4 d 5/8" <> R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 5 V-101-201-301-401-501 1/20 (.30x.20) R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 V-103-203-303-403-503 1/20 (.15x.20) 4 d 5/8" <> 5 R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 VP-101-201-301-401-501 1/20 (.15x.20) 4 d 5/8" 0.3 5 2 d 1/2" R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 VP-101-201-301-401-501 1/20 (.15x.20) 6 d 5/8" 0.45 5 R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 V-104-204-304-404-504 1/20 (.15x.20) 4 d 5/8" <> 5 <> 5 4 d 1/2" R@ .20 d 3/8": 1@ .05 3@ .10 2@ .15 V-S 1/20 (.15x.20) V-S VP-102-202-302-402-502 VP-101-201-301-401-501 V-103-203-303-403-503 V-103-203-303-403-503 V-101-201-301-401-501 V-104-204-304-404-504 V-104-204-304-404-504

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Steel, Other
Measurement Units
Footprint Area
Building Features
Tags	autocad, DETAIL, details, DWG, erdbebensicher strukturen, floors, footings, FOUNDATION, foundations, Hotel, lightened, lightweight, seismic structures, strukturen