Camera Of Grills DWG Block for AutoCAD

Grills’ camera – Reparation work

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

your B. Output, your B. Of income, platform, House of the grate chamber, scale, your B. Output, your B. Of income, rack, platform, cat stair, By pass, rack, Faith of, cut, scale, scale, Steel distribution, platform, Perspective of the camera of bars, scale, Removable slabs, prefabricated, scale, Prefabricated removable slabs, Slab wings, Detail of removable slabs, scale, cut, scale, Soles f’c, By pass, entry, number of, Cni, Cnf, Cnt, Sole, Cntn., Cni., Cnf., Cnt., Ceiling level, Level of natural terrain, Income level quota, Level level background, legend, Reinforced concrete, natural terrain, Cnt, Cnf, Cni, Reinforced concrete f’c, Technical specifications, Simple concrete f’c, Reinforced concrete f’c, Cement type portland, Fy steel

Raw text data extracted from CAD file:

\A1;0.15 \A1;1.80 \A1;0.15 \A1;0.15 \A1;1.20 \A1;0.15 \A1;0.50 \A1;0.70 \A1;.05 \A1;0.15 \A1;1.80 \A1;0.15 \A1;.05 \A1;.05 \A1;0.15 \A1;1.80 \A1;0.15 \A1;.05 \A1;0.40 \A1;0.10 \A1;0.15 \A1;1.20 \A1;0.10 \A1;0.15 \A1;1.20 \A1;0.08 \A1;0.35 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.35 \A1;0.05 \A1;.025 \A1;0.25 \A1;.025 \A1;.025 \A1;.025 \A1;.05 \A1;1.20 \A1;0.15 \A1;.05 \A1;.15 \A1;1.20 \A1;.15 \A1;.05 \A1;0.25 \A1;0.10 \A1;1.90 \A1;0.20 \A1;0.30 \A1;0.10 \A1;0.60 \A1;0.10 \A1;.20 \A1;.30 \A1;.10 \A1;1.53 \A1;2.10 \A1;2.2 \A1;0.10 \A1;0.30 \A1;0.70 \A1;0.90 \A1;0.20 \A1;0.15 TUB. DE SALIDA D = 6″ TUB. DE INGRESO D = 6″ PLATAFORMA PLANTA DE LA CAMARA DE REJAS ESCALA 1/25 TUB. DE SALIDA D = 6″ TUB. DE INGRESO D = 6″ REJILLA 2% PLATAFORMA A ESCALERA DE GATO BY – PASS 0.15 1.80 0.15 0.15 1.20 0.15 A 0.50 REJILLA 0.70 Fe de 3/8″ 2% CORTE A – A ESCALA 1/25 .05 0.15 1.80 0.15 .05 ESCALA 1/25 1.80 DISTRIBUCION DEL ACERO 0.15 .05 2% .05 0.15 PLATAFORMA 0.40 0.10 0.15 1.20 Ø3/8″ @ 0.25 Ø1/4″ @ 0.15 0.10 0.15 1.20 0.08 PERSPECTIVA DE LA CAMARA DE REJAS ESCALA 1/25 LOSAS REMOVIBLES PREFABRICADA 0.35 0.30 0.30 0.30 0.30 0.35 0.05 ESCALA 1/25 LOSAS REMOVIBLES PREFABRICADAS 2 ASAS / LOSA Ø3/8″ 4 Ø3/8″ Ø1/4″@0.15 .025 0.25 .025 DETALLE DE LOSAS REMOVIBLES ESCALA 1/10 .025 .025 B B CORTE B – B ESCALA 1/25 Ø3/8″ @ 0.25 Ø3/8″ @ 0.25 .05 1.20 0.15 .05 .15 1.20 .15 .05 0.25 0.10 1.90 0.20 0.30 0.10 0.60 0.10 SOLADO f’c = 140 Kg/Cm2 CNTN2. .20 .30 .10 BY PASS INGRESO PLATAF0RMA 1.53 2.10 2.2 3245.70 CNTN1 (m) NUMERO DE CR CR- 2 CR- 1 (m) (m) (m) 3244.11 3245.31 3244.11 CNI CNF CNT (m) 3245.21 CNTN2 SOLADO CNTN. CNI. CNF. CNT. COTA DE NIVEL DE TECHO COTA DE NIVEL DE TERRENO NATURAL COTA DE NIVEL DE INGRESO COTA DE NIVEL DE FONDO LEYENDA CONCRETO ARMADO TERRENO NATURAL CNTN1. CNT CNF CNI CONCRETO ARMADO f’c = 175 Kg/Cm2 ESPECIFICACIONES TECNICAS CONCRETO SIMPLE F’C = 140KG/CM2 CONCRETO ARMADO F’C = 175 KG/CM2 CEMENTO PORTLAND TIPO I ACERO FY = 4200 KG/CM2 3256.02 3256.02 3257.30 3257.57 3257.19 0.10 5 5 5 5 5