Lightweight Roof For A School DWG Block for AutoCAD

COVERAGE OF A SCHOOL

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

first floor, esc., first floor, esc., main elevation, esc., cut, esc., translucent coverage, foundation platform, esc:, armor, armor, foundation platform, esc:, scale, column detail, ntp, sunbed by, concrete, scale, column detail, ntp, sunbed by, concrete, detail of main beams, scale, detail of main beams, scale, secc, column, screen cº, concrete, scale, detail of graderial containment wall, beam, stuffed with selected material, natural terrain

Raw text data extracted from CAD file:

20,03 5,00 5,00 5,00 5,00 5,00 5,00 23,40 5,00 5,00 5,00 5,00 5,00 5,00 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.50 \A1;.40 \A1;.40 0.30 \A1;2.10 \A1;.50 \A1;1.90 24,20 5,00 5,00 5,00 5,00 5,00 5,00 23,00 5,00 5,00 5,00 5,00 5,00 5,00 \A1;5.25 \A1;4.75 \A1;.50 \A1;2.35 \A1;5.25 \A1;8.84 5,00 5,00 5,00 5,00 36,20 2,84 5,96 36,51 # 23,40 5,00 5,00 5,00 5,00 5,00 5,00 1,20 1,20 5,00 1,20 1,20 5,00 23,00 5,00 5,00 5,00 5,00 5,00 5,00 23,40 5,00 5,00 5,00 5,00 5,00 5,00 5,00 5,00 5,00 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 1,20 23,40 5,00 5,00 5,00 5,00 5,00 5,00 0,40 0,20 2.40 0.20 0.80 2.39 2.40 1.20 0.40 5,00 0,80 3,70 1,00 2.40 0.20 0.80 2.39 2.40 1.20 0.40 3,00 0,80 5,70 1,00 2.39 2.39 5.00 1.50 0.20 1.50 1.50 0.20 1.50 1.50 0.20 1.50 1.50 0.20 1.50 1.50 0.20 1.50 0.80 1.00 0.20 1.00 1.00 0.20 1.00 1.00 0.20 1.00 1.00 0.20 1.00 1.00 0.20 1.00 5.00 5.00 5.00 5.00 5.00 0.40 0.20 1.50 0.20 1.50 1.00 1.00 5.00 1.50 0.20 1.50 1.00 0.20 1.00 1.50 0.20 1.50 1.00 1.00 1.25 0.80 5.00 1.32 1.32 1.50 0.20 1.50 1.50 0.20 1.50 1.50 0.20 1.50 1.50 0.20 1.50 1.50 0.20 0.80 1.00 0.20 1.00 1.00 0.20 1.00 1.00 0.20 1.00 1.00 0.20 1.00 1.00 0.20 1.00 5.00 5.00 5.00 5.00 5.00 1.50 0.20 1.50 1.00 0.20 1.00 1.50 1.25 0.80 5.00 0.50 0.20 1.60 1.20 1.20 1.20 1.00 1.00 0.80 1.00 1.81 4.50 0.80 0.60 4.20 1.00 3.80 5 5 5 5 5 5 5 A B 7 6 5 4 3 2 1 A B 5 5 5 5 5 5 5 7 6 5 4 3 2 1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A B 7 6 5 4 3 2 1 A B 5 5 5 5 5 5 5 7 6 5 4 3 2 1 5 5 5 5 5 5 PRIMERA PLANTA ESC. 1/100 PRIMERA PLANTA ESC. 1/100 ELEVACION PRINCIPAL ESC. 1/100 CORTE A – A ESC. 1/100 A A COBERTURA TRASLUCIDA COBERTURA TRASLUCIDA 5 8 5 8 5 5 8 8 5 5 5 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 d 1/2” @ 20 5 d 1/2” @ 20 5 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 5 Z2 C2 d 1/2” @ 20 5 d 1/2” @ 20 5 d 1/2” @ 20 5 5 5 5 5 5 5 5 5 5 d 1/2” @ 20 Z2 C2 Z2 C2 Z2 C2 A B 8 6 5 4 3 2 1 A B 5 5 5 5 5 5 5 7 6 5 4 3 2 1 CIMENTACION PLATAFORMA ESC: 1/50 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 7 5 d 1/2” @ 20 5 Z1 C1 d 1/2” @ 20 5 5 6 5 5 5 5 5 5 5 7 6 5 4 3 2 5 ARMADURA T-101 ARMADURA T-101 ARMADURA T-101 ARMADURA T-101 ARMADURA T-101 ARMADURA T-101 ARMADURA T-101 VS 102 20×50 VS 102 20×50 VS 102 20×50 5 5 5 5 5 5 7 6 5 4 3 2 1 VS 102 20×50 VS 102 20×50 VS 102 20×50 VS 102 20×50 5 2 5 5 2 1 VS 102 20×50 VS 102 20×50 ARMADURA T-101 CIMENTACION PLATAFORMA ESC: 1/50 ESCALA 1:25 DETALLE DE COLUMNA C-1 NTP +0.20 d 3/8” 1 @ 0.05, 4 @ 0.10, 2 @ 0.15, R @ 0.25 5 SOLADO DE CONCRETO 5 5 5 d 1/2” @ 20 5 5 1/2” @ 20 5 5 5 5 5 5 ESCALA 1:25 DETALLE DE COLUMNA C-2 NTP +0.20 d 3/8” 1 @ 0.05, 4 @ 0.10, 2 @ 0.15, R @ 0.25 5 SOLADO DE CONCRETO 5 5 5 d 1/2” @ 20 5 5 1/2” @ 20 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 DETALLE DE VIGAS PRINCIPALES VP-101 ESCALA 1:25 2 d 5/8″ 1 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 2 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ 1 1 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 2 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ 1 1 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 2 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ 1 1 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 2 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ 1 1 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 1 2 d 1/2″ 7 6 5 4 3 2 1 SECC-1-1 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2 d 5/8″ 2 d 5/8″ 1 1 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 2 2 d 1/2″ 2 d 1/2″ 8 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 d 5/8″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ 3 3 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 4 4 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 2 d 5/8″ 2 d 5/8″ 3 3 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 d 1/2″ 2 d 1/2″ 2 d 1/2″ 6 5 4 3 2 1 3 3 4 4 3 3 4 4 3 3 4 4 4 5 5 5 5 5 5 5 5 5 5 DETALLE DE VIGAS PRINCIPALES VP-102 2 d 5/8″ ESCALA 1:25 d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 d 1/2″ 2 d 1/2″ 8 5 5 3 3 4 SECC 3-3 5 7 2 d 5/8″ 2 d 5/8″ d 3/8” 1 @ 0.05, 5 @ 0.10, 4 @ 0.15, R @ 0.25(AMBS. EXTR.) 2 d 1/2″ 2 d 1/2″ 3 3 4 5 5 5 5 COLUMNA PANTALLA Cº 175 KG/CM2 CONCRETO 175KG/CM2 5 5 5 5 5 5 ESCALA 1:25 DETALLE DE MURO DE CONTENCION Y GRADERIOS 5 5 5 5 5 VIGA RELLENO CON MATERIAL SELECCIONADO TERRENO NATURAL