Orlové DWG Full Project for AutoCAD

The due project designed to meet the needs of the community. Plants – – Cortes – Views on the construction of offices for various organizations vera

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

viewnumber, offices, replanting, forging of beams in situ, note: consult the details regarding links with, forged of the main structure and areas, macizadas., element, pos., diám., no, long., total , total: upper, lower, stirrups, breaking of beams, foundations and overcrowds, project: date:, sheet:, scale:, mayor port carabuco, autonomous municipal government, construction chaguaya cultural house, designer :, of. neighbors meeting, administration, main elevation, bolts, upper cord, bottom cord, stile, strut wooden structure, foundation, notes, cover of, architectural, structural, foundation plane

Raw text data extracted from CAD file:

VIEWNUMBER 10,6 3 3,86 3,88 3,95 1,3 11,15 3,81 7,95 1,5 3 1,5 1,3 1,28 1,28 11,15 2,25 0,90 0,80 0,90 ,2 3,04 2,52 2,52 1,12 1,18 1,12 1,18 10,60 1 1 3,04 2,52 2,52 1,80 0,40 0,40 0,40 0,40 0,40 20x40 20x40 20x40 20x40 20x40 20x25 20x40 20x40 20x25 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x25 20x40 20x40 1d16(11+409) + 1d10(315) 1d16(11+409) + 1d12(315) 1d16(11+409) + 1d10(265) 1d12(12+246+12) 2d10(12+246+12) 1d10(12+246+12) + 1d10(205) 1d16(12+396+12) + 1d10(265) 1d16(12+396+12) + 1d16(315) 2d16(12+396+12) 1d16(12+396+12) + 1d16(315) 1d16(12+396+12) + 1d10(265) 1d16(414+11) + 1d10(320) 1d16(414+11) + 1d12(320) 1d16(414+11) + 1d10(265) 1d16(414+11) + 1d10(320) 1d16(414+11) + 1d10(265) 1d10(360) + 1d8(215) 1d10(360) + 1d8(230) 1d10(360) + 1d8(215) 2d12(11+354) 1d12(11+354) + 1d10(275) 1d10(13+165+12) 2d8(13+165+12) 1d10(13+90+12) 1d10(13+89+13) 1d10(12+87+11) 1d10(12+86+12) 1d10(80) 1d10(11+88+11) 1d10(12+87+11) P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 U6 h=10+5 U1 h=10+5 U3 h=10+5 U8 h=10+5 U5 h=10+5 U7 h=10+5 U4 h=10+5 U2 h=10+5 U9 h=10+5 U11 h=10+5 U10 h=10+5 B10 B11 B6 B0 B12 B13 Pórtico 1 Pórtico 2 Pórtico 3 Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 Pórtico 10 L=60 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=89 L=91 1d12 L=555+1d12 L=505 L=60 L=60 1d12 L=75+1d10 L=75 L=59 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=76 L=49 1d16 L=555+1d10 L=125 L=53 L=77 1d10 L=130 L=63 L=60 1d12 L=80+1d10 L=75 L=59 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=76 L=49 1d16 L=555+1d10 L=125 L=53 L=77 1d10 L=130 L=63 L=60 1d12 L=80+1d10 L=75 L=59 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=76 L=49 1d16 L=555+1d10 L=125 L=53 L=77 1d10 L=130 L=63 L=60 1d12 L=80+1d10 L=75 L=59 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=76 L=49 1d16 L=555+1d10 L=125 L=52 L=78 1d10 L=130 L=59 L=60 1d12 L=75+1d10 L=75 L=69 L=60 1d12 L=85+1d10 L=75 L=60 L=45 L=48 L=37 1d12 L=105+1d10 L=85 L=38 L=57 L=40 L=45 1d12 L=95+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d10 L=145 L=60 L=60 1d12 L=75+1d10 L=75 L=64 L=60 1d12 L=85+1d10 L=75 L=58 L=52 L=48 L=37 1d12 L=110+1d10 L=85 L=40 L=60 L=40 L=45 1d12 L=100+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d12 L=145 L=59 L=60 1d12 L=75+1d10 L=75 L=64 L=60 1d12 L=85+1d10 L=75 L=58 L=52 L=48 L=37 1d12 L=110+1d10 L=85 L=40 L=60 L=40 L=45 1d12 L=100+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d12 L=145 L=59 L=60 1d12 L=75+1d10 L=75 L=64 L=60 1d12 L=85+1d10 L=75 L=58 L=52 L=48 L=37 1d12 L=110+1d10 L=85 L=40 L=60 L=40 L=45 1d12 L=100+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d12 L=145 L=59 L=60 1d12 L=75+1d10 L=75 L=64 L=60 1d12 L=85+1d10 L=75 L=58 L=52 L=48 L=37 1d12 L=110+1d10 L=85 L=40 L=60 L=40 L=45 1d12 L=100+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d12 L=145 L=60 L=60 1d12 L=75+1d10 L=75 L=70 L=60 1d12 L=85+1d10 L=75 L=61 L=44 L=48 L=37 1d12 L=105+1d10 L=85 1d12 L=199+1d10 L=199 1d12 L=199+1d10 L=199 1d12 L=199+1d10 L=199 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=125 L=125 1d12 L=140+1d10 L=140 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=125 L=125 1d12 L=140+1d10 L=140 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=125 L=125 1d12 L=140+1d10 L=140 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 OFICINAS Replanteo Hormigón: H-21 , Control Normal Aceros en forjados: AH-400 , Control Normal Escala: 1:50 Tabla de características de forjados de viguetas (Grupo 1) FORJADO DE VIGUETAS IN SITU Canto de bovedilla: 10 cm Espesor capa compresión: 5 cm Intereje: 70 cm Ancho del nervio: 25 cm Ancho de la base: 30 cm Bovedilla: ALIGERANTE 001 Peso propio: 2.163 kN/m2 Nota: Consulte los detalles referentes a enlaces con forjados de la estructura principal y de las zonas macizadas. 20x40 20x40 20x40 20x40 20x40 20x25 20x40 20x40 20x25 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x25 20x40 20x40 20x40 20x40 20x40 1d16(11+409) + 1d16(315) 4d6c/10 2d16(11+409) 2d6c/10 1d16(11+409) + 1d16(315) 2d6c/10 2d10(12+246+12) 1d12(12+246+12) + 1d10(205) 1d16(11+409) + 1d16(315) 2d16(11+409) 2d6c/10 1d16(11+409) + 1d16(315) 2d6c/10 2d16(414+11) 4d6c/10 2d16(414+11) 2d6c/10 1d16(414+11) + 1d16(320) 4d6c/10 2d16(414+11) 2d6c/10 1d16(414+11) + 1d16(320) 4d6c/10 1d10(360) + 1d10(230) 1d10(360) + 1d10(230) 1d10(13+154+13) 1d10(11+88+11) 1d10(12+87+11) 1d10(12+87+11) 1d10(11+88+11) 1d10(11+88+11) P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 U6 h=10+5 U1 h=10+5 U3 h=10+5 U8 h=10+5 U5 h=10+5 U7 h=10+5 U4 h=10+5 U2 h=10+5 U9 h=10+5 U10 h=10+5 U11 h=10+5 B9 B10 B6 B7 B11 B12 B13 Pórtico 1 Pórtico 2 Pórtico 3 Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 Pórtico 10 L=61 L=60 1d12 L=80+1d10 L=75 L=114 L=116 L=77 L=58 1d16 L=555+1d12 L=135 L=62 L=78 1d12 L=140 L=61 L=60 1d12 L=80+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=77 L=63 1d16 L=555+1d16 L=140 L=68 L=77 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=77 L=63 1d16 L=555+1d16 L=140 L=67 L=78 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=76 L=64 1d16 L=555+1d16 L=140 L=67 L=78 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=61 L=60 1d12 L=80+1d10 L=75 L=114 L=116 L=76 L=59 1d16 L=555+1d12 L=135 L=62 L=78 1d12 L=140 L=60 L=60 1d12 L=80+1d10 L=75 L=61 L=60 1d12 L=80+1d10 L=75 L=114 L=116 L=77 L=58 1d16 L=555+1d12 L=135 L=61 L=79 1d12 L=140 L=61 L=60 1d12 L=80+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=76 L=64 1d16 L=555+1d16 L=140 L=67 L=78 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=76 L=64 1d16 L=555+1d16 L=140 L=67 L=78 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=76 L=64 1d16 L=555+1d16 L=140 L=68 L=77 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=61 L=60 1d12 L=80+1d10 L=75 L=114 L=116 L=77 L=63 1d16 L=555+1d16 L=140 L=66 L=79 1d16 L=145 L=60 L=60 1d12 L=80+1d10 L=75 1d12 L=188+1d10 L=188 1d12 L=188+1d10 L=188 1d12 L=188+1d10 L=188 L=120 L=120 1d12 L=135+1d10 L=135 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=38 L=47 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=38 L=47 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=38 L=47 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 PLANTA 1er. PISO Replanteo Hormigón: H-21 , Control Normal Aceros en forjados: AH-400 , Control Normal Escala: 1:50 Tabla de características de forjados de viguetas (Grupo 2) FORJADO DE VIGUETAS IN SITU Canto de bovedilla: 10 cm Espesor capa compresión: 5 cm Intereje: 70 cm Ancho del nervio: 25 cm Ancho de la base: 30 cm Bovedilla: ALIGERANTE 001 Peso propio: 2.163 kN/m2 Nota: Consulte los detalles referentes a enlaces con forjados de la estructura principal y de las zonas macizadas. Elemento Pos. Diám. No. Long. (cm) Total (cm) AH-400CN (kg) Pórtico 7 1 d12 4 430 1720 15.3 2 d12 2 280 560 5.0 3 d10 2 265 530 3.3 4 d12 2 285 570 5.1 5 d10 1 260 260 1.6 6 d10 2 125 250 1.5 7 d10 2 520 1040 6.4 8 d10 2 430 860 5.3 9 d10 2 285 570 3.5 10 d16 2 240 480 7.6 11 d16 2 220 440 6.9 12 d12 3 200 600 5.3 13 d6 55 116 6380 14.2 89.1 Total+10%: Pórtico 8 14 d12 4 430 1720 15.3 15 d12 2 270 540 4.8 16 d10 2 270 540 3.3 17 d12 2 285 570 5.1 18 d10 1 260 260 1.6 19 d10 2 120 240 1.5 20 d10 2 520 1040 6.4 21 d10 2 430 860 5.3 22 d10 2 285 570 3.5 23 d16 2 250 500 7.9 24 d20 2 235 470 11.6 25 d12 3 200 600 5.3 26 d6 44 116 5104 11.3 91.2 Total+10%: d6: 28.0 d10: 47.4 d12: 67.4 d16: 24.7 d20: 12.8 Total: 180.3 82 400 400 245 B12 P12 P13 P14 P15 2P1d12 L=430 2P1d12 L=430 2P2d12 L=280 2P3d10 L=265 2P4d12 L=285 25 1P5d10 L=260 2P6d10 L=125 25 2P7d10 L=520 25 2P8d10 L=430 2P9d10 L=285 25 2P10d16 L=240 2P11d16 L=220 3P12d12 L=200 25 15 95 145 110 110 3x 1eP13d6 c/30 10x1eP13d6c/30 6x 1eP13d6 c/14 29x1eP13d6c/13 7x1eP13d6c/30 2 68 13 13 289 84 15 15 370 15 15 200 30 20x40 20x40 20x40 20x40 36 16 40 20 36 16 40 20 36 16 40 20 36 16 40 20 Pórtico 7 SUPERIOR INFERIOR Estribos OFICINAS Despiece de vigas Hormigón: H-21 , Control Normal Acero: AH-400 , Control Normal Escala: 1:50 81 400 400 245 B13 P16 P17 P18 P19 2P14d12 L=430 2P14d12 L=430 2P15d12 L=270 2P16d10 L=270 2P17d12 L=285 25 1P18d10 L=260 2P19d10 L=120 25 2P20d10 L=520 25 2P21d10 L=430 2P22d10 L=285 25 2P23d16 L=250 2P24d20 L=235 3P25d12 L=200 25 15 100 150 115 120 3x 1eP26d6 c/30 10x1eP26d6c/30 6x 1eP26d6 c/14 6x1eP26d6c/21 5x1eP26d6c/30 7x 1eP26d6 c/13 7x1eP26d6c/30 2 64 15 15 286 84 15 15 126 164 80 15 15 200 30 20x40 20x40 20x40 20x40 36 16 40 20 36 16 40 20 36 16 40 20 36 16 40 20 Pórtico 8 SUPERIOR INFERIOR Estribos 1,60 1,60 3,8 3,25 3,85 2,3 4 4 10,6 1,2 1,2 1 1 ,8 1,2 1,2 -1455.93163374357 P2 2,25 3,00 11,15 CIMIENTOS Y SOBRECIMIENTOS Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL CONSTRUCCIÓN CASA CULTURAL CHAGUAYA Mayo de 2016 Proyectista: Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL Proyectista: Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL Proyectista: Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL Proyectista: CONSTRUCCIÓN CASA CULTURAL CHAGUAYA Mayo de 2016 CONSTRUCCIÓN CASA CULTURAL CHAGUAYA Mayo de 2016 A B C 1 2 3 D 4 Mayo de 2016 5 5 \W0.37983; PLANTA BAJA Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL Proyectista: Mayo de 2016 \W9.58859; OF. \W9.58859; SECRETARIO \W9.58859; GENERAL \W0.60148; OF. CENTRAL \W0.60148; AGRARIA OF. JUNTA DE VECINOS \W7.36952; BAÑO <> <> <> <> <> <> <> <> <> <> <> <> <> <> 5 5 5 5 1 2 3 4 5 6 7 8 9 10 12 11 13 14 15 16 17 Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL Proyectista: CONSTRUCCIÓN CASA CULTURAL CHAGUAYA Mayo de 2016 \W9.93592; SALA DE REUNIONES \W3.16333; DEPOSITO 27 26 28 29 30 31 32 33 Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 Proyectista: Mayo de 2016 Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL Proyectista: Mayo de 2016 5 Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL Proyectista: Mayo de 2016 5 5 5 1 2 3 4 7 8 9 10 6 5 12 11 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 18 24 25 23 22 21 20 19 5 5 \W4.46617; AIRE LUZ \W9.47352; PLANTA BAJA \W7.52027; 1º PISO \W5.42880; COCINA Proyecto: FECHA : LÁMINA : ESCALA : 1 : 100 PUERTO MAYOR CARABUCO GOBIERNO AUTÓNOMO MUNICIPAL Proyectista: CONSTRUCCIÓN CASA CULTURAL CHAGUAYA Mayo de 2016 \W7.83344; SALA \W7.83344; AUDIOVISUAL 27 26 28 29 30 31 32 33 24 25 23 22 21 20 19 5 5 \W4.46617; AIRE LUZ \W7.59179; 2º PISO \W6.56114; CURSO TALLER ADMINISTRACION \W7.93911; HALL 5 A' A B' B \W7.93911; HALL \W7.93911; DISTRIBUIDOR \W4.93395; SALA DE \W4.93395; REUNIONES \W5.84515; CURSO TALLER \W7.93911; HALL 5 5 5 5 \W5.73354; CORTE A-A' \W5.60338; CORTE B-B´ +/-0.00 +0.20 +0.38 +3.62 +6.34 5 5 5 5 5 A' A A' A B' B B' B ELEVACION PRINCIPAL \W4.46617; AIRE LUZ CONSTRUCCIÓN CASA CULTURAL CHAGUAYA CONSTRUCCIÓN CASA CULTURAL CHAGUAYA CONSTRUCCIÓN CASA CULTURAL CHAGUAYA PERNOS 3 1/2" x 1/4" PERNOS 3 1/2" x 1/4" CORDON SUPERIOR 2" x 6" CORDON INFERIOR 2" x 8" 2" x 4" DIAGONAL 2" x 4" MONTANTE DIAGONAL 2" x 4" DIAGONAL 2" x 4" DIAGONAL 2" x 4" CORDON SUPERIOR 2" x 6" Pdte. 30% CERCHA ESTRUCTURA DE MADERA 20x40 20x40 20x40 20x40 20x40 20x25 20x40 20x40 20x25 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x25 20x40 20x40 1d16(11+409) + 1d10(315) 1d16(11+409) + 1d12(315) 1d16(11+409) + 1d10(265) 1d12(12+246+12) 2d10(12+246+12) 1d10(12+246+12) + 1d10(205) 1d16(12+396+12) + 1d10(265) 1d16(12+396+12) + 1d16(315) 2d16(12+396+12) 1d16(12+396+12) + 1d16(315) 1d16(12+396+12) + 1d10(265) 1d16(414+11) + 1d10(320) 1d16(414+11) + 1d12(320) 1d16(414+11) + 1d10(265) 1d16(414+11) + 1d10(320) 1d16(414+11) + 1d10(265) 1d10(360) + 1d8(215) 1d10(360) + 1d8(230) 1d10(360) + 1d8(215) 2d12(11+354) 1d12(11+354) + 1d10(275) 1d10(13+165+12) 2d8(13+165+12) 1d10(13+90+12) 1d10(13+89+13) 1d10(12+87+11) 1d10(12+86+12) 1d10(80) 1d10(11+88+11) 1d10(12+87+11) P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 U6 h=10+5 U1 h=10+5 U3 h=10+5 U8 h=10+5 U5 h=10+5 U7 h=10+5 U4 h=10+5 U2 h=10+5 U9 h=10+5 U11 h=10+5 U10 h=10+5 B10 B11 B6 B0 B12 B13 Pórtico 1 Pórtico 2 Pórtico 3 Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 Pórtico 10 L=60 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=89 L=91 1d12 L=555+1d12 L=505 L=60 L=60 1d12 L=75+1d10 L=75 L=59 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=76 L=49 1d16 L=555+1d10 L=125 L=53 L=77 1d10 L=130 L=63 L=60 1d12 L=80+1d10 L=75 L=59 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=76 L=49 1d16 L=555+1d10 L=125 L=53 L=77 1d10 L=130 L=63 L=60 1d12 L=80+1d10 L=75 L=59 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=76 L=49 1d16 L=555+1d10 L=125 L=53 L=77 1d10 L=130 L=63 L=60 1d12 L=80+1d10 L=75 L=59 L=60 1d12 L=75+1d10 L=75 L=114 L=116 L=76 L=49 1d16 L=555+1d10 L=125 L=52 L=78 1d10 L=130 L=59 L=60 1d12 L=75+1d10 L=75 L=69 L=60 1d12 L=85+1d10 L=75 L=60 L=45 L=48 L=37 1d12 L=105+1d10 L=85 L=38 L=57 L=40 L=45 1d12 L=95+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d10 L=145 L=60 L=60 1d12 L=75+1d10 L=75 L=64 L=60 1d12 L=85+1d10 L=75 L=58 L=52 L=48 L=37 1d12 L=110+1d10 L=85 L=40 L=60 L=40 L=45 1d12 L=100+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d12 L=145 L=59 L=60 1d12 L=75+1d10 L=75 L=64 L=60 1d12 L=85+1d10 L=75 L=58 L=52 L=48 L=37 1d12 L=110+1d10 L=85 L=40 L=60 L=40 L=45 1d12 L=100+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d12 L=145 L=59 L=60 1d12 L=75+1d10 L=75 L=64 L=60 1d12 L=85+1d10 L=75 L=58 L=52 L=48 L=37 1d12 L=110+1d10 L=85 L=40 L=60 L=40 L=45 1d12 L=100+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d12 L=145 L=59 L=60 1d12 L=75+1d10 L=75 L=64 L=60 1d12 L=85+1d10 L=75 L=58 L=52 L=48 L=37 1d12 L=110+1d10 L=85 L=40 L=60 L=40 L=45 1d12 L=100+1d10 L=85 L=127 L=118 L=66 L=79 1d16 L=245+1d12 L=145 L=60 L=60 1d12 L=75+1d10 L=75 L=70 L=60 1d12 L=85+1d10 L=75 L=61 L=44 L=48 L=37 1d12 L=105+1d10 L=85 1d12 L=199+1d10 L=199 1d12 L=199+1d10 L=199 1d12 L=199+1d10 L=199 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=125 L=125 1d12 L=140+1d10 L=140 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=125 L=125 1d12 L=140+1d10 L=140 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=125 L=125 1d12 L=140+1d10 L=140 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 OFICINAS Replanteo Hormigón: H-21 , Control Normal Aceros en forjados: AH-400 , Control Normal Escala: 1:50 Tabla de características de forjados de viguetas (Grupo 1) FORJADO DE VIGUETAS IN SITU Canto de bovedilla: 10 cm Espesor capa compresión: 5 cm Intereje: 70 cm Ancho del nervio: 25 cm Ancho de la base: 30 cm Bovedilla: ALIGERANTE 001 Peso propio: 2.163 kN/m2 Nota: Consulte los detalles referentes a enlaces con forjados de la estructura principal y de las zonas macizadas. 20x40 20x40 20x40 20x40 20x40 20x25 20x40 20x40 20x25 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x40 20x25 20x40 20x40 20x40 20x40 20x40 1d16(11+409) + 1d16(315) 4d6c/10 2d16(11+409) 2d6c/10 1d16(11+409) + 1d16(315) 2d6c/10 2d10(12+246+12) 1d12(12+246+12) + 1d10(205) 1d16(11+409) + 1d16(315) 2d16(11+409) 2d6c/10 1d16(11+409) + 1d16(315) 2d6c/10 2d16(414+11) 4d6c/10 2d16(414+11) 2d6c/10 1d16(414+11) + 1d16(320) 4d6c/10 2d16(414+11) 2d6c/10 1d16(414+11) + 1d16(320) 4d6c/10 1d10(360) + 1d10(230) 1d10(360) + 1d10(230) 1d10(13+154+13) 1d10(11+88+11) 1d10(12+87+11) 1d10(12+87+11) 1d10(11+88+11) 1d10(11+88+11) P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 U6 h=10+5 U1 h=10+5 U3 h=10+5 U8 h=10+5 U5 h=10+5 U7 h=10+5 U4 h=10+5 U2 h=10+5 U9 h=10+5 U10 h=10+5 U11 h=10+5 B9 B10 B6 B7 B11 B12 B13 Pórtico 1 Pórtico 2 Pórtico 3 Pórtico 4 Pórtico 5 Pórtico 6 Pórtico 7 Pórtico 8 Pórtico 9 Pórtico 10 L=61 L=60 1d12 L=80+1d10 L=75 L=114 L=116 L=77 L=58 1d16 L=555+1d12 L=135 L=62 L=78 1d12 L=140 L=61 L=60 1d12 L=80+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=77 L=63 1d16 L=555+1d16 L=140 L=68 L=77 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=77 L=63 1d16 L=555+1d16 L=140 L=67 L=78 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=76 L=64 1d16 L=555+1d16 L=140 L=67 L=78 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=61 L=60 1d12 L=80+1d10 L=75 L=114 L=116 L=76 L=59 1d16 L=555+1d12 L=135 L=62 L=78 1d12 L=140 L=60 L=60 1d12 L=80+1d10 L=75 L=61 L=60 1d12 L=80+1d10 L=75 L=114 L=116 L=77 L=58 1d16 L=555+1d12 L=135 L=61 L=79 1d12 L=140 L=61 L=60 1d12 L=80+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=76 L=64 1d16 L=555+1d16 L=140 L=67 L=78 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=76 L=64 1d16 L=555+1d16 L=140 L=67 L=78 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=65 L=60 1d12 L=85+1d10 L=75 L=114 L=116 L=76 L=64 1d16 L=555+1d16 L=140 L=68 L=77 1d16 L=145 L=64 L=60 1d12 L=85+1d10 L=75 L=61 L=60 1d12 L=80+1d10 L=75 L=114 L=116 L=77 L=63 1d16 L=555+1d16 L=140 L=66 L=79 1d16 L=145 L=60 L=60 1d12 L=80+1d10 L=75 1d12 L=188+1d10 L=188 1d12 L=188+1d10 L=188 1d12 L=188+1d10 L=188 L=120 L=120 1d12 L=135+1d10 L=135 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=38 L=47 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=38 L=47 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=38 L=47 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=39 L=46 L=39 L=41 1d12 L=85+1d10 L=80 L=55 L=50 1d12 L=70+1d10 L=65 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 L=120 L=120 1d12 L=135+1d10 L=135 PLANTA 1er. PISO Replanteo Hormigón: H-21 , Control Normal Aceros en forjados: AH-400 , Control Normal Escala: 1:50 Tabla de características de forjados de viguetas (Grupo 2) FORJADO DE VIGUETAS IN SITU Canto de bovedilla: 10 cm Espesor capa compresión: 5 cm Intereje: 70 cm Ancho del nervio: 25 cm Ancho de la base: 30 cm Bovedilla: ALIGERANTE 001 Peso propio: 2.163 kN/m2 Nota: Consulte los detalles referentes a enlaces con forjados de la estructura principal y de las zonas macizadas. Elemento Pos. Diám. No. Long. (cm) Total (cm) AH-400CN (kg) Pórtico 7 1 d12 4 430 1720 15.3 2 d12 2 280 560 5.0 3 d10 2 265 530 3.3 4 d12 2 285 570 5.1 5 d10 1 260 260 1.6 6 d10 2 125 250 1.5 7 d10 2 520 1040 6.4 8 d10 2 430 860 5.3 9 d10 2 285 570 3.5 10 d16 2 240 480 7.6 11 d16 2 220 440 6.9 12 d12 3 200 600 5.3 13 d6 55 116 6380 14.2 89.1 Total+10%: Pórtico 8 14 d12 4 430 1720 15.3 15 d12 2 270 540 4.8 16 d10 2 270 540 3.3 17 d12 2 285 570 5.1 18 d10 1 260 260 1.6 19 d10 2 120 240 1.5 20 d10 2 520 1040 6.4 21 d10 2 430 860 5.3 22 d10 2 285 570 3.5 23 d16 2 250 500 7.9 24 d20 2 235 470 11.6 25 d12 3 200 600 5.3 26 d6 44 116 5104 11.3 91.2 Total+10%: d6: 28.0 d10: 47.4 d12: 67.4 d16: 24.7 d20: 12.8 Total: 180.3 82 400 400 245 B12 P12 P13 P14 P15 2P1d12 L=430 2P1d12 L=430 2P2d12 L=280 2P3d10 L=265 2P4d12 L=285 25 1P5d10 L=260 2P6d10 L=125 25 2P7d10 L=520 25 2P8d10 L=430 2P9d10 L=285 25 2P10d16 L=240 2P11d16 L=220 3P12d12 L=200 25 15 95 145 110 110 3x 1eP13d6 c/30 10x1eP13d6c/30 6x 1eP13d6 c/14 29x1eP13d6c/13 7x1eP13d6c/30 2 68 13 13 289 84 15 15 370 15 15 200 30 20x40 20x40 20x40 20x40 36 16 40 20 36 16 40 20 36 16 40 20 36 16 40 20 Pórtico 7 SUPERIOR INFERIOR Estribos OFICINAS Despiece de vigas Hormigón: H-21 , Control Normal Acero: AH-400 , Control Normal Escala: 1:50 81 400 400 245 B13 P16 P17 P18 P19 2P14d12 L=430 2P14d12 L=430 2P15d12 L=270 2P16d10 L=270 2P17d12 L=285 25 1P18d10 L=260 2P19d10 L=120 25 2P20d10 L=520 25 2P21d10 L=430 2P22d10 L=285 25 2P23d16 L=250 2P24d20 L=235 3P25d12 L=200 25 15 100 150 115 120 3x 1eP26d6 c/30 10x1eP26d6c/30 6x 1eP26d6 c/14 6x1eP26d6c/21 5x1eP26d6c/30 7x 1eP26d6 c/13 7x1eP26d6c/30 2 64 15 15 286 84 15 15 126 164 80 15 15 200 30 20x40 20x40 20x40 20x40 36 16 40 20 36 16 40 20 36 16 40 20 36 16 40 20 Pórtico 8 SUPERIOR INFERIOR Estribos CB.3.1 P8 P9 P10 P11 P12 P13 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 Cimentación Replanteo Hormigón: H-21 , Control Normal Aceros en cimentación: AH-400 , Control Normal Escala: 1:50 15 6d12c/19 L=139 60 60 30 120 120 120 x 120 x 40 X: d12c/15 Y: d12c/15 6d12 d6c/15 0,10 15 d12c/15 L=139 60 60 30 0.80 120 30 4X1d12 L=76 16 26 d6c/15 20 30 PB 120 x 0.80 x 40 X: d12c/15 Y: d12c/15 6d12 d6c/15 0,10 P12 P16 P9 P21 P10 P20 P15 P19 P13 P14 P17 P18 1.- CÁLCULO SEGUN ESPECIFICACIONES DE MADERAS DEL ACUERDO DE CARTAGENA 2.- FATIGAS DE TRABAJO DE LAS MADERAS DE DUREZA INTERMEDIA - COMPRESION PARALELA A LAS FIBRAS 85 Kg/cm2 - FLEXION 85 Kg/cm2 - TRACCION PARALELA A LAS FIBRAS 95 Kg/cm2 - COMPRESION PERPENDICULAR A LAS FIBRAS 25 Kg/cm2 - ESFUERZO CORTANTE 8 Kg/cm2 3.- EL ANCLAJE DE LAS CERCHAS SE HACE CON ESPIGAS DE HIERRO DE d 5/16" DEJAR 4 ESPIGAS MINIMO A TIEMPO DEL VACIADO CON UNA LONGITUD MINIMA DE L=60cm LA UNION SE REALIZA POR ENTORCHADO O SIMPLEMENTE POR SOLDADURA 4.- LAS PLACAS SE DEBEN HACER RESPETANDO LAS DIMENSIONES MINIMAS REQUERIDAS 5.- DISTANCIA ENTRE LISTONES DE 2"x2" ESTA EN FUNCION DE LA LONGITUD DE HOJA DE CALAMINA, TENIENDO UN TRASLAPE DE 15 cm. EN AMBOS LADOS, O DOS ONDAS SE DEBE COLOCAR COMO MINIMO UN LISTON A LA MITAD DE LA HOJA 6.- LAS DIMENSIONES ESTAN DADAS EN METROS, PULGADAS, MM, ESPECIFICOS 7.- VER PLIEGO DE ESPECIFICACIONES TECNICAS. NOTAS PERNOS 3 1/2" x 1/4" CORDON SUPERIOR 2" x 6" CORDON INFERIOR 2" x 8" Pdte. 30% DIAGONAL 2" x 4" DIAGONAL 2" x 4" DIAGONAL 2" x 4" DIAGONAL 2" x 4" DIAGONAL 2" x 4" 5 5 CALAMINA Nº 28 CUBIERTA DE PDTE. 30% ARQUITECTONICO ESTRUCTURAL PLANO DE FUNDACIONES A B C 1 2 3 D 5 5 5 4 5 5 5 5 5 5 5 5 5 5 30 4X1d12 L=76 16 21 d6c/15 20 25 30 4X1d12 L=76 16 16 d6c/15 20 20 P1 P2 15 d12c/15 L=139 60 60 30 0.80 0.80 x 0.80 x 40 X: d12c/15 Y: d12c/15 6d12 d6c/15 0,10 0.80 P11 P23 P8 P22 5 5 5

Language	Other
Drawing Type	Full Project
Category	Cultural Centers & Museums
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File Type	dwg
Materials	Wood, Other
Measurement Units	Metric
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Tags	autocad, community, construction, CONVENTION CENTER, cortes, cultural center, designed, due, DWG, full, meet, museum, plants, Project, views

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