Structure 2 Levels – Concrete Armed DWG Block for AutoCAD

Structure 2 Levels – Concrete Armed DWG Block for AutoCAD

Structural planes commercial store 2 levels design in concrete – Technical specifications

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

owner:, Mr. raffaele milillo s., draft:, arq jose luis portillo v. c.i.v., contains:, scale:, Location:, street rangel nº, Index of mezzanine, roma bakery project, roma bakery project, scale:, arq jose luis portillo v. c.i.v., index of foundations, street rangel nº, Location:, Mr. raffaele milillo s., owner:, contains:, draft:, scale:, roma bakery project, arq jose luis portillo v. c.i.v., index of ceilings, street rangel nº, Location:, Mr. raffaele milillo s., owner:, contains:, draft:, empty, n.t.r., n.t.r., n.t.r., profile lead, profile lead, profile lead, ridge, Index of mezzanine, index of ceilings, staircase detail cms., niv, Mr. raffaele milillo s., scale:, arq jose luis portillo v. c.i.v., staircase slabs, street rangel nº, draft:, contains:, Location:, roma bakery project, owner:, ribbed slab detail, piñata blocks, nerve, truckson mesh, lead, profile belts, tongue and groove, strip, waterproofing, Creole tile, detail n.t.r., roof detail, roma bakery project, street rangel nº, porticos, arq jose luis portillo v. c.i.v., Mr. raffaele milillo s., draft:, Location:, contains:, owner:, scale:, portico, portico, portico, owner:, arq jose luis portillo v. c.i.v., porticos, Mr. raffaele milillo s., street rangel nº, contains:, Location:, draft:, scale:, roma bakery project, portico, portico, portico, portico, owner:, arq jose luis portillo v. c.i.v., porticos, Mr. raffaele milillo s., street rangel nº, contains:, Location:, draft:, scale:, roma bakery project, portico, index of foundations, stair start, beam beam, truckson type mesh, civil base pavement, existing, beam foundation, cabbage. axis, cabbage. axis, cabbage. axis, axis, staircase screen, beam, higher, lower, axis, axis, axis, niv, profile lead, niv, niv, profile lead, v. strut, cm., detail n.t.r., truckson mesh, ribbed slab detail, piñata blocks, nerve, niv, niv, n.t.r., f’c, Specifications, cm., leave start, slab complement cm., armed on the walls, Reinforced with truckson mesh, niv, niv, niv, stirrups on columns, supports in portico, Specifications, f’c, support detail, f’c, Specifications, f’c, Specifications, f’c, niv, profile lead, continuous welding, lead, seat plate, anchored, on top, of the beam, detail n.t.r., details, screen, niv, screen reinforcement., axis, f’c, Specifications, metallic staircase, leave plates, anchored in the mezzanine slab., cm., reinforcing steel screen., cm., screen., screen, screen., reinforcement, flat, c.i.v., ing. marlon gutierrez, drawing: bismar soda, June, av. the americas c.c. mamayeya piso ofic. venezuela telf .:, ing. marlon gutierrez, av. the americas c.c. mamayeya piso ofic. venezuela telf .:, drawing: bismar soda, June, flat, c.i.v., ing. marlon gutierrez, av. the americas c.c. mamayeya piso ofic. venezuela telf .:, drawing: bismar soda, June, flat, c.i.v., ing. marlon gutierrez, av. the americas c.c. mamayeya piso ofic. venezuela telf .:, drawing: bismar soda, June, flat, c.i.v., ing. marlon gutierrez, av. the americas c.c. mamayeya piso ofic. venezuela telf .:, drawing: bismar soda, June, pl

Raw text data extracted from CAD file:

4,15 4,15 4,15 3,80 3,80 4,50 5,30 3,35 3,35 4,15 4,15 4,15 3,80 3,80 4,50 5,30 3,35 3,35 1,35 0,80 1,55 0,10 0,35 0,23 0,22 0,23 0,23 0,22 0,23 0,20 0,20 0,20 0,20 0,30 0,30 0,15 0,10 0,30 0,25 0,10 0,25 0,25 0,10 0,30 0,15 1,25 0,15 0,90 0,25 5,30 0,80 1,55 0,30 0,10 0,30 0,25 0,10 0,25 0,25 0,10 0,30 0,10 0,30 0,25 0,10 0,25 0,15 0,25 0,30 0,10 0,25 0,30 0,15 3,35 0,25 0,25 3,35 0,10 0,30 0,15 0,80 0,25 0,25 3,80 0,25 0,15 0,25 0,15 0,10 0,30 0,25 0,25 0,15 0,80 0,50 0,50 0,50 0,50 0,10 0,30 0,20 0,20 0,25 0,10 0,10 0,30 0,20 0,20 0,25 0,10 1,55 0,15 0,15 0,15 0,15 0,15 0,30 0,30 0,15 0,25 0,25 0,25 0,25 0,10 1,50 0,90 1,50 0,90 1,50 0,175 0,30 0,18 \A1;0.40 \A1;0.10 \A1;0.30 \A1;0.05 \A1;0.25 \A1;0.10 \A1;0.30 \A1;0.10 \A1; .6681 0,25 0,25 0,25 4,50 0,40 0,40 0,40 4,50 0,40 4,15 4,15 4,15 3,80 3,80 4,50 0,40 0,25 0,25 0,30 1,35 5,30 0,40 0,80 1,55 0,30 5,30 0,40 0,80 1,55 0,30 5,30 1,55 0,40 0,80 0,30 1,55 0,40 5,30 0,80 0,30 4,15 1,35 0,30 4,15 0,25 3,80 4,15 0,25 3,80 3.80 Y 4,15 3,20 3,80 3,55 4,15 5,30 0,30 0,30 4,70 0,30 0,30 0,30 4,15 4,15 3,55 0,30 0,30 0,30 3,55 0,30 0,30 3,90 4,50 2,60 0,45 3,20 3,80 0,30 0,30 0,30 0,30 2,75 0,30 0,30 3,35 3,35 0,30 0,30 0,15 0,30 0,30 0,50 0,30 1,25 0,30 0,50 0,80 1,55 \A1;0.35 \A1;0.60 0,10 0,15 0,35 0,60 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.40 \A1;0.30 \A1;0.30 0,20 0,60 0,35 0,17 0,35 0,60 0,10 \A1;0.25 \A1;0.10 \A1;0.40 \A1;0.10 \A1;0.25 \A1;0.05 \A1;0.20 \A1;0.10 0,25 4,15 0,25 0,15 0,25 0,15 0,10 0,40 0,30 0,35 2,85 0,10 0,60 0,30 \A1;0.25 \A1;0.15 \A1;0.30 \A1;0.40 0,10 \A1;0.15 \A1;0.15 1,35 0,50 0,40 0,12 0,80 0,28 0,12 0,40 0,40 0,25 0,40 1,35 0,40 \A1;0.15 0,25 0,15 0,25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 5,30 0,30 0,40 1,55 0,80 0,80 0,40 3,35 3,35 0,30 3,35 3,35 0,40 0,40 0,80 1,40 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.25 \A1;0.30 \A1;0.40 PROPIETARIO: SR. RAFFAELE MILILLO S. PROYECTO: ARQ. JOSE LUIS PORTILLO V. C.I.V. 84.893 CONTIENE: ESCALA: 1:50 UBICACION: CALLE 24 RANGEL Nº 8-64 indice de entrepiso proyecto panaderia Roma 1 2 3 4 5 6 7 D B D C A 5 5 5 5 5 5 5 5 5 proyecto panaderia Roma ESCALA: ARQ. JOSE LUIS PORTILLO V. C.I.V. 84.893 indice de fundaciones CALLE 24 RANGEL Nº 8-64 UBICACION: 1:50 SR. RAFFAELE MILILLO S. PROPIETARIO: CONTIENE: PROYECTO: 5 5 5 5 5 5 5 B D 5 1 2 3 A 5 C D 1:50 ESCALA: proyecto panaderia Roma ARQ. JOSE LUIS PORTILLO V. C.I.V. 84.893 indice de techos CALLE 24 RANGEL Nº 8-64 UBICACION: SR. RAFFAELE MILILLO S. PROPIETARIO: CONTIENE: PROYECTO: 4 5 6 7 VACIO 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 NE-2 NE-2 NE-1 NE-1 NE-3 D 5 B 5 5 5 NE-1 5 5 5 5 5 5 5 N.T.R. 1 d 1/2" L=2.40 .20 .20 1 d 1/2" L=4.00 1 d 3/8" L=3.00 (1.40) (0.77) 1 d 1/2" L=7.60 1 d 1/2" L=4.40 (0.45) (0.45) 5 N.T.R. 5 5 5 5 1 d 5/8" L=5.00 1 d 1/2" L=6.40 .20 5 (0.15) 1 d 1/2" L=2.40 (0.15) 1 d 1/2" L=1.50 .20 NE-2 5 .20 5 1 d 1/2" L=4.40 5 5 .20 5 1 d 1/2" L=2.20 .20 1 d 1/2" L=1.10 5 5 NE-3 .20 5 C NT-3 .20 NT-3 5 5 5 5 5 5 5 5 .20 1 d 3/8" L=2.20 .20 1 d 3/8" L=1.05 1 d 1/2" L=4.40 C D 5 5 5 5 1 d 3/8" L=1.10 5 1 d 3/8" L=1.10 .20 .15 1 d 1/2" L=4.40 4 5 NT-2 .15 .20 5 NT-2 NT-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 N.T.R. N.T.R. PERFIL CONDUVEN 100x40 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 PERFIL CONDUVEN 100x40 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 .6681 PERFIL CONDUVEN 100x40 CUMBRERA CUMBRERA CUMBRERA 5 5 5 5 5 5 5 5 INDICE DE ENTREPISO INDICE DE TECHOS DETALLE ESCALERA e=18 cms. NIV. ± 0.05 NIV. + 1.00 NIV. + 2.05 NIV. + 3.10 SR. RAFFAELE MILILLO S. 1:50 ESCALA: ARQ. JOSE LUIS PORTILLO V. C.I.V. 84.893 losas y escalera CALLE 24 RANGEL Nº 8-64 PROYECTO: CONTIENE: UBICACION: proyecto panaderia Roma PROPIETARIO: D 5 DETALLE LOSA NERVADA 5 BLOQUES PIÑATA 5 5 5 5 NERVIO MALLA TRUCKSON 2 d 1/2" 5 5 .6681 CONDUVEN 100 x 40 CORREAS PERFIL MACHIHEMBRADO TIRA IMPERMEABILIZANTE TEJA CRIOLLA DETALLE N.T.R. DETALLE DE TECHO NIV.+3.10 NIV.+5.45 NIV.+5.45 NIV.+5.45 5 5 5 proyecto panaderia Roma CALLE 24 RANGEL Nº 8-64 porticos ARQ. JOSE LUIS PORTILLO V. C.I.V. 84.893 SR. RAFFAELE MILILLO S. PROYECTO: UBICACION: CONTIENE: PROPIETARIO: ESCALA: 1:50 5 N+5.60 3 d 1/2" L=5.15 .20 .20 .20 5 C D 3 d 1/2" L=5.15 10c/.09 10c/.09 13c/.18 .25x.40 PORTICO A .25 .25 5 10c/.09 2 d 5/8" L=5.20 2 d 5/8" L=5.20 .25 13c/.18 .25x.40 10c/.09 .25 1 d 1/2" L=1.80 .25 .25 1 d 1/2" L=1.80 1 d 1/2" L=1.80 1 d 1/2" L=1.80 .25 .25 3 d 1/2" L=5.20 2 d 1/2" L=1.80 2 d 5/8" L=1.50 .25 .25 .25 .25 2 d 1/2" L=1.80 2 d 5/8" L=1.50 .25 .25 .25 .25 3 d 1/2" L=5.15 3 d 1/2" L=5.20 3 d 1/2" L=5.15 5 PORTICO C 5 11c/.06 .20 .20 5 10c/.09 C .25x.40 21c/.13 11c/.06 .20 13c/.18 .25x.40 10c/.09 D .20 .20 5 4 5 5 1 2 3 5 5 5 5 6 7 11c/.06 .20 .20 5 10c/.09 3 d 1/2" L=5.15 21c/.13 .40x.30 2 d 3/4" L=8.00 3 d 1/2" L=5.15 11c/.06 .25 .20 .20 .25x.40 13c/.18 10c/.09 PORTICO D 3 d 1/2" L=4.45 .20 .20 3 d 1/2" L=4.45 11c/.05 23c/.10 .40x.25 .20 .20 11c/.05 5 11c/.05 3 d 1/2" L=4.80 .20 .20 5 3 d 1/2" L=4.80 11c/.05 .40x.25 28c/.10 .20 .20 5 11c/.06 19c/.13 11c/.06 2 d 3/4" L=8.50 19c/.13 11c/.06 11c/.06 19c/.13 11c/.06 11c/.06 11c/.06 11c/.06 17c/.13 11c/.06 11c/.06 17c/.13 .40x.30 .40x.30 .40x.30 .40x.30 .40x.30 11c/.06 3c/.13 .40x.30 2 d 3/4" L=12.00 (2.00) 2 d 5/8" + 1 d 3/4" L=3.00 .25 2 d 3/4" L=2.40 (1.50) 2 d 3/4" L=3.00 (1.50) 3 d 5/8" L=3.00 (1.50) 2 d 3/4" L=3.00 (1.50) 3 d 3/4" L=3.00 (1.50) 3 d 5/8" L=9.00 3 d 5/8" L=10.00 3 d 5/8" L=9.00 (0.525) 5 PROPIETARIO: ARQ. JOSE LUIS PORTILLO V. C.I.V. 84.893 porticos SR. RAFFAELE MILILLO S. CALLE 24 RANGEL Nº 8-64 CONTIENE: UBICACION: PROYECTO: ESCALA: 1:50 proyecto panaderia Roma B D 5 10c/.09 5 .25x.40 17c/.18 5 5 10c/.09 2c/.18 10c/.09 .25x.40 .25x.40 6c/.09 .20 .20 3 d 1/2" L=8.00 3 d 1/2" L=8.00 .20 .20 2 d 1/2" L=2.40 (0.90) (1.50) (0.90) (1.50) 2 d 1/2" L=2.40 11c/.06 .25 .25 5 .40x.30 11c/.06 5c/.13 2 d 5/8" L=8.10 .40x.30 27c/.13 11c/.06 .25 .25 .40x.30 9c/.06 PORTICO 1 .25 .25 11c/.06 2 d 5/8" L=1.50 10c/.09 5 B .25 .20 5 .20 5 5 .25x.40 10c/.09 2c/.18 D 2 d 1/2" L=1.50 2 d 5/8" L=6.65 .40x.30 4 d 1/2" L=8.00 27c/.13 11c/.06 3 d 1/2" L=8.00 .25x.40 17c/.18 10c/.09 .40x.30 .25 9c/.06 .20 .20 .25x.40 6c/.09 5 PORTICO 2 .20 .20 .20 .20 .30 3 d 3/4" L=2.40 .30 3 d 3/4" L=2.40 3 d 5/8" L=8.10 2 d 3/4" L=2.00 2 d 3/4" L=2.00 .30 .30 3 d 5/8" L=6.65 2 d 5/8" + 1 d 1/2" L=1.50 2 d 5/8" + 1 d 3/4" L=1.50 1 d 1/2" L=1.80 1 d 1/2" L=1.80 .20 .20 10c/.09 .25x.40 5 .20 5 .20 2c/.18 D B 5 4 d 1/2" L=8.00 2 d 1/2" L=1.50 .20 10c/.09 .25x.40 3 d 1/2" L=8.00 17c/.18 .20 5 1 d 1/2" L=1.50 .20 .25x.40 10c/.09 6c/.09 .20 PORTICO 3 .25 .25 3 d 5/8" L=8.10 .25 2 d 3/4" L=3.00 11c/.06 .25 5 .40x.30 11c/.06 5c/.13 2 d 5/8" L=8.10 .40x.30 27c/.13 1 d 5/8" L=1.80 11c/.06 .25 .40x.30 9c/.06 (1.70) (1.30) N+3.10 N+5.60 N+3.10 N+5.45 N+3.10 N+5.45 N+5.60 N+6.50 N+3.10 N+5.60 N+3.10 N+3.10 N+5.60 .25 3 d 5/8" L=8.10 .25 10c/.09 2 d 1/2" L=1.50 11c/.06 2 d 1/2" L=1.50 5 B 5 .40x.30 .25 11c/.06 .20 5c/.13 5 .25x.40 .20 .20 10c/.09 5 2c/.18 D N+5.60 1 d 1/2" L=1.50 11c/.06 2 d 1/2" L=1.50 27c/.13 .40x.30 4 d 1/2" L=8.00 2 d 5/8" L=8.10 N+3.10 17c/.18 .25x.40 3 d 1/2" L=8.00 10c/.09 .25 .20 .40x.30 .20 9c/.06 .20 .20 .25x.40 5 6c/.09 PORTICO 4 .25 PROPIETARIO: ARQ. JOSE LUIS PORTILLO V. C.I.V. 84.893 porticos SR. RAFFAELE MILILLO S. CALLE 24 RANGEL Nº 8-64 CONTIENE: UBICACION: PROYECTO: ESCALA: 1:50 proyecto panaderia Roma 5 5 5 5 3 d 1/2" L=4.80 3 d 1/2" L=4.80 3d 3/4" L=2.40 (1.32) (1.70) (1.50) 2 d 3/4" L=9.00 1 d 5/8" L=3.00 3 d 5/8" L=6.00 (0.35) 5 5 3c/.13 5 11c/.06 .40x.30 11c/.06 1 11c/.06 19c/.13 .40x.30 11c/.06 .20 .20 5 11c/.05 2 2 d 3/4" L=3.00 3 d 5/8" L=9.00 (2.00) (1.50) 2 d 3/4" L=12.00 2 d 5/8" L=3.00 + 1d 3/4" L=3.00 (1.50) 3 d 5/8" L=3.00 3 d 5/8" L=8.50 2 d 3/4" L=3.00 (1.50) .25 .25 N+5.60 3 d 1/2" L=4.45 3 d 1/2" L=4.45 19c/.13 PORTICO B .40x.30 11c/.06 19c/.13 .40x.30 N+3.10 11c/.06 .20 .20 11c/.05 28c/.10 .40x.25 N+5.60 3 11c/.06 .20 .20 11c/.06 17c/.13 .40x.30 4 5 11c/.05 23c/.10 .40x.25 11c/.06 11c/.06 11c/.06 .20 .20 17c/.13 11c/.05 5 6 3.80 Y <> 4 d 5/8" L=9.00 4 d 5/8" L=10.00 5 5 5 5 5 B 0.25 0.25 4 d 5/8" L=9.00 D 5 5 1 5 4 d 5/8" L=12.00 5 5 5 3 5 5 5 5 5 2 5 5 5 5 4 INDICE DE FUNDACIONES 5 5 5 4 d 5/8" L=5.00 0.25 0.25 5 5 5 5 5 5 5 5 5 5 5 6 5 A D 5 5 5 C 7 5 5 5 5 5 5 5 5 5 5 ARRANQUE ESCALERA ARRANQUE ESCALERA 2 d 5/8" L=2.00 2 d 5/8" L=2.00 2 d 5/8" L=2.00 2 d 5/8" L=2.00 0.25 4 d 5/8" L=9.00 0.25 4 d 5/8" L=9.50 4 d 5/8" L=9.00 4 d 5/8" L=12.00 0.25 4 d 5/8" L=12.00 4 d 5/8" L=4.50 0.25 2 d 5/8" L=2.00 2 d 5/8" L=2.00 2 d 5/8" L=2.00 2 d 5/8" L=2.00 2 d 5/8" L=2.00 5 5 0.30 0.30 0.10 0.10 0.55 0.55 E-d 3/8" c/.15cm. L=1.90 VIGA DE RIOSTRA 5 5 5 5 MALLA TIPO TRUCKSON NIVIL BASE PAVIMENTO EXISTENTE VIGA FUNDACION 60x35 5 0.25 COL. EJE A6=A7 5 0.25 0.25 E- d 3/8" L=1.20 0.10 0.10 0.25 COL. EJE B1=D1 5 18 d 3/4" 5 5 COL. EJE B2=C7=D4 5 8 d 5/8" 12 d 5/8" B4=B5 EJE 1 PANTALLA ESCALERA VIGA SUPERIOR (A) INFERIOR (B) 4 d 5/8" 3 d 5/8" EJE 2=3 3 d 1/2" 3 d 5/8" EJE 4=5 3 d 5/8" 3 d 5/8" EJE 6 3 d 5/8" 3 d 5/8" 0.25 4 d 5/8" L=8.05 0.25 3 d 5/8" L=8.05 0.25 0.25 A B P=60.47% P=60.47% NIV. + 5.60 NIV. + 5.45 PERFIL CONDUVEN 100x40 NIV. + 6.50 P=60.47% P=60.47% NIV. + 5.60 PERFIL CONDUVEN 100x40 3 5 5 5 V. RIOSTRA F 2 5 5 5 5 d 3/8" c/15 L=2.95 (.40) (.40) (.40) (.40) (.40) (.40) (.40) (.40) .20 .20 .10 (.20) d 1/2" c/15 L=3.60 C d 1/2" c/15 L=3.15 E d 1/2" c/15 L=4.60 B d 3/8" c/20 L=3.30 A d 1/2" c/15 L=3.90 D A B C D E F R-d 3/8" c/20 cm. R-d 3/8" c/20 cm. R-d 3/8" c/20 cm. 2 d 1/2" 5 5 DETALLE N.T.R. MALLA TRUCKSON DETALLE LOSA NERVADA 5 5 5 BLOQUES PIÑATA 5 5 NERVIO 5 5 5 (0.275) 1 d 3/8" L=3.60 1 d 1/2" L=4.75 (0.275) .20 .20 5 1 d 3/8" L=1.20 2 NIV. + 5.60 5 5 1 d 3/8" L=1.20 .20 5 NIV. + 5.45 N.T.R. 3 5 NT-1 .20 f'c = 250 Kg/cm.2 fy = 4200 Kg/cm.2 ESPECIFICACIONES d 3/8" c/50 cm. DEJAR ARRANQUE COMPLEMENTO LOSA e-10 cm. ARMADA SOBRE LAS PAREDES REFORZADA CON MALLA TRUCKSON NIV.+ 5.60 NIV.+ 5.60 NIV.+ 5.60 NIV.+ 5.60 NIV.+ 5.60 NIV. + 5.45 P=60.47% P=60.47% NIV. + 5.60 5 5 5 5 5 5 5 8E-% 3/8"c/.075 8E-% 3/8"c/.075 8E-% 3/8"c/.075 8E-% 3/8"c/.075 E-% 3/8"c/.24 E-% 3/8"c/.24 E-% 3/8"c/.075 E-% 3/8"c/.075 E-% 3/8"c/.075 NIV. + 5.60 NIV. + 5.45 NIV. + 3.10 NIV. - 0.05 ESTRIBOS EN COLUMNAS APOYA EN PORTICO 6 ESPECIFICACIONES fy = 4200 Kg/cm.2 f'c = 250 Kg/cm.2 B 5 5 5 5 DETALLE APOYO f'c = 250 Kg/cm.2 fy = 4200 Kg/cm.2 ESPECIFICACIONES f'c = 250 Kg/cm.2 fy = 4200 Kg/cm.2 ESPECIFICACIONES ESPECIFICACIONES fy = 4200 Kg/cm.2 f'c = 250 Kg/cm.2 NIV. + 5.60 NIV. + 5.45 PERFIL CONDUVEN 100x40 5 SOLDADURA CONTINUA 5 5 CONDUVEN 100x40 PLANCHA DE ASIENTO 150x150x6 ANCLADA EN LA PARTE SUPERIOR DE LA VIGA DETALLE N.T.R. DETALLES 5 5 PANTALLA e=.12cm. NIV. + 5.60 NIV. + 5.45 NIV. + 5.45 NIV. + 5.60 5 0,25 5 5 5 5 5 REFUERZO EN LOSA Y PANTALLA. 5 5 NIV.+ 6.50 0.25 3 d 1/2" L=5.50 0.25 3 d 1/2" L=5.50 0.25 0.25 V-FUNDACION EJE A f'c = 250 Kg/cm.2 fy = 4200 Kg/cm.2 ESPECIFICACIONES 60.47% 60.47% 60.47% 60.47% 60.47% 60.47% ESCALERA METALICA. DEJAR PLANCHAS 200mmX200mmX6mm ANCLADAS EN LA LOSA DE ENTREPISO. ESC:1:25 d 1/2" c/15 cm. L=2.90m ACERO DE REFUERZO PANTALLA. .15 .15 .15 .15 R-d 3/8" c/20 cm. VP-1 VP-1 PANTALLA. PANTALLA. PANTALLA e=.12cm. PANTALLA e=.12cm. .25 .20 5 PANTALLA. 5 .25x.40 1 4 d 1/2" L=1.80 .20 .25 4 d 5/8" L=1.90 Ed3/8"c/9cms. VP-1 REFUERZO d 3/8" c/.30cm. c/s. .40x.30 PLANO 4/8 C.I.V. 35.269 ing. marlon gutierrez DIBUJO:BISMAR SOSA E-4 JUNIO 2004 AV. LAS AMERICAS C.C. MAMAYEYA PISO 5 OFIC. 5-38 MERIDA, VENEZUELA TELF.: 0416-470-5477 ing. marlon gutierrez AV. LAS AMERICAS C.C. MAMAYEYA PISO 5 OFIC. 5-38 MERIDA, VENEZUELA TELF.: 0416-470-5477 DIBUJO:BISMAR SOSA JUNIO 2004 PLANO 7/8 C.I.V. 35.269 E-7 ing. marlon gutierrez AV. LAS AMERICAS C.C. MAMAYEYA PISO 5 OFIC. 5-38 MERIDA, VENEZUELA TELF.: 0416-470-5477 DIBUJO:BISMAR SOSA JUNIO 2004 PLANO 6/8 C.I.V. 35.269 E-6 ing. marlon gutierrez AV. LAS AMERICAS C.C. MAMAYEYA PISO 5 OFIC. 5-38 MERIDA, VENEZUELA TELF.: 0416-470-5477 DIBUJO:BISMAR SOSA JUNIO 2004 PLANO 3/8 C.I.V. 35.269 E-3 ing. marlon gutierrez AV. LAS AMERICAS C.C. MAMAYEYA PISO 5 OFIC. 5-38 MERIDA, VENEZUELA TELF.: 0416-470-5477 DIBUJO:BISMAR SOSA JUNIO 2004 PLANO 2/8 C.I.V. 35.269 E-2 ing. marlon gutierrez AV. LAS AMERICAS C.C. MAMAYEYA PISO 5 OFIC. 5-38 MERIDA, VENEZUELA TELF.: 0416-470-5477 DIBUJO:BISMAR SOSA JUNIO 2004 PLANO 1/8 C.I.V. 35.269 E-1 ing. marlon gutierrez AV. LAS AMERICAS C.C. MAMAYEYA PISO 5 OFIC. 5-38 MERIDA, VENEZUELA TELF.: 0416-470-5477 DIBUJO:BISMAR SOSA JUNIO 2004 PLANO 5/8 C.I.V. 35.269 E-5 10c/.09 1d 3/4" L=3.00 (1.70) 2 d 5/8" L=3.00 (1.50) 2 d 3/4" L=5.00 .25 1 d 5/8" L=2.40 4 d 1/2" L=1.80 PANTALLA. 4 d 5/8" L=1.90 .20 .25 5 .25x.40 Ed3/8"c/9cms. .20 .25 VP-1 10c/.09 2d 3/4" L=1.80 (1.20) EL EJE DE LA VIGA EN EL EJE B NIVEL ENTREPISO. ES EXCENTRICO RESPECTO AL EJE DE LA COLUMNA. 3 d 3/4" L=1.80 .25 4 d 3/4" L=1.80 .25 1 d 5/8" L=2.00 (1.20) (1.50) 1 d 5/8" L=3.00 2 d 3/4" L=2.00 .25 .25 (1.20) 1 d 5/8" L=2.40 1 d 1/2" L=1.80 .25 5 B D 5 5 5 p= 1.76% p= 2.64% 5 p= 2.01% 8 d 1/2" 5 COL. EJE B3 4 d 5/8" D6=D7 5 p= 3.03% 4 d 3/4" 8 d 5/8" COL. EJE C6=D2=D3=D5 5 C-3 C-1 C-4 C-2 C-5 C-1 C-1 C-1 C-1 C-2 C-3 C-3 C-3 C-3 C-3 C-4 C-5 C-4 C-4 C-4 C-5 NIV. + 6.50 ing. marlon gutierrez AV. LAS AMERICAS C.C. MAMAYEYA PISO 5 OFIC. 5-38 MERIDA, VENEZUELA TELF.: 0416-470-5477 DIBUJO:BISMAR SOSA JUNIO 2004 C.I.V. 35.269 E-8 DETALLE NODO 5 VER DETALLE NODO .40x.30 5 7c/.18 .25x.40 3 d 5/8" 2 d 3/4" 4 d 1/2" L=8.00 PORTICO 5 3 d 1/2" L=8.00 2 d 5/8" L=8.10 3 d 5/8" L=8.10 5 5 11c/.06 .40x.30 .25 .25 5 5c/.13 1 d 5/8" L=1.50 .25 11c/.06 10c/.09 .25x.40 .20 .20 5 2c/.18 2 d 1/2" L=1.50 .20 10c/.09 B 5 1 d 5/8" L=1.50 27c/.13 .40x.30 .25 .25 .25 11c/.06 9c/.06 .40x.30 1 d 1/2" L=1.50 N+3.10 17c/.18 .25x.40 .20 .20 .20 10c/.09 6c/.09 .25x.40 5 5 .25 .25 1 d 5/8" L=1.50 17c/.06 .25 5 .20 .20 10c/.09 N+5.60 D A SECCION .40x.30 5 5 SECCION .25x.40 SR. RAFFAELE MILILLO S. PROPIETARIO: CALLE 24 RANGEL Nº 8-64 proyecto panaderia Roma ARQ. JOSE LUIS PORTILLO V. C.I.V. 84.893 PORTICO B 5 ESPECIFICACIONES fy = 4200 Kg/cm.2 f'c = 250 Kg/cm.2 PLANO 8/8 UBICACION: PROYECTO: CONTIENE: 1 d 1/2" L=1.20 1 d 1/2" L=1.20 5 5 5 3 d 5/8" L=8.05 3 d 5/8" L=8.05 3 d 5/8" 1 d 5/8" L=1.80 (1.10) 27c/.06 11c/.06 13c/.13 .40x.30 11c/.06 3 d 1/2" L=8.00 N+3.10 3 d 1/2" L=8.00 10c/.09 10c/.09 7c/.18 .25x.40 10c/.09 .25 .25 6c/.09 .40x.30 .20 .20 .20 .20 5 10c/.09 .20 .20 6c/.09 .25x.40 .20 .20 5 10c/.09 D PORTICO 6 N+5.60 C A 5 5 1 d 1/2" L=1.20 1 d 1/2" L=1.20 10c/.09 10c/.09 3 d 1/2" L=8.00 3 d 1/2" L=8.00 7c/.18 .25x.40 10c/.09 10c/.09 7c/.18 .25x.40 3 d 1/2" L=8.00 3 d 1/2" L=8.00 7c/.18 .25x.40 10c/.09 N+3.10 10c/.09 7c/.18 .25x.40 .20 .20 .20 .20 6c/.09 .25x.40 5 2 d 5/8" .20 .20 6c/.09 .25x.40 5 PORTICO 7 C N+5.60 2 d 5/8" D ESCALA: porticos 1:50 0.35 E- d 3/8" L=1.40 0.35 0.25 0.35 0.10 0.25 0.10 E- d 3/8" L=1.30 0.20 0.35 0.10 0.20 0.10

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	armed, autocad, béton armé, block, commercial, concrete, Design, DWG, formwork, levels, PLANES, reinforced concrete, schalung, specifications, stahlbeton, store, structural, structure, technical