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 20×40 20×40 20×40 20×40 20×40 20×25 20×40 20×40 20×25 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×25 20×40 20×40 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. 20×40 20×40 20×40 20×40 20×40 20×25 20×40 20×40 20×25 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×25 20×40 20×40 20×40 20×40 20×40 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 20×40 20×40 20×40 20×40 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 20×40 20×40 20×40 20×40 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 20×40 20×40 20×40 20×40 20×40 20×25 20×40 20×40 20×25 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×25 20×40 20×40 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. 20×40 20×40 20×40 20×40 20×40 20×25 20×40 20×40 20×25 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×40 20×25 20×40 20×40 20×40 20×40 20×40 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 20×40 20×40 20×40 20×40 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 20×40 20×40 20×40 20×40 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