Plano Structural Roof Of A Warehouse DWG Block for AutoCAD

FILE CONTAINS PLANT STRUCTURAL ROOF; WITH ITS CONSTRUCTION

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

b.a.ll., b.a.ll., channel, corrugated rods, dipstick, esc., pvc, a.ll., concrete, detail of b.a.ll, esc., tensioner detail, unscaled, reinforced with, laces, top splice, tension rod, fixing detail, of galvanized tensioner, detail of, tensioning hook, laces, cel., do not., triangular, zincalum slope:, macomber cel., section of beam poles, esc., Steel plate, mts bolts embedded in column structure, projection beam macomber, rod channel hook, a.ll channel galvanized sheet, polin, macomber beam, roof cover, tighter, channel detail of a.ll., esc., fixing plate, esc., fixing plate, detail of polin, unscaled

Raw text data extracted from CAD file:

\A1;0.20 \A1;0.15 \A1;0.22 \A1;0.22 \A1;60º 2″ 2″ 2″ 0.35 0.10 \A1;0.35 \A1;0.23 \A1;45º \A1;1.03 \A1;1.03 \A1;1.03 \A1;1.03 \A1;1.03 \A1;1.05 \A1;0.30 \A1;1.05 \A1;1.06 \A1;1.06 \A1;1.06 \A1;1.06 \A1;1.06 \A1;0.30 \A1;0.30 \A1;6.65 \A1;6.80 \A1;13.45 0.30 0.20 0.30 0.21 0.30 \A1;6.00 \A1;6.00 \A1;6.00 \A1;5.91 \A1;23.91 \A1;5.84 \A1;6.00 \A1;6.00 \A1;6.76 \A1;24.61 20′ 20′ 20′ 20′ 22′ 22′ 22′ 22′ 15% 15% 15% 15% 15% 15% B.A.LL. B.A.LL. B.A.LL. B.A.LL. B.A.LL. B.A.LL. B.A.LL. B.A.LL. \A1;PVC d 6″ B.A.LL. B.A.LL. B.A.LL. B.A.LL. B.A.LL. B.A.LL. B.A.LL. B.A.LL. \A1; CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL CANAL P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 P-1 VM-1 VM-1 VM-1 VM-1 VM-1 VM-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 \A1;PVC d 6″ \A1;PVC d 6″ \A1;PVC d 6″ \A1;PVC d 6″ \A1;PVC d 6″ \A1;PVC d 6″ \A1;PVC d 6″ \A1;PVC d 6″ \A1;PVC d 6″ 5 5 \A1;2 Varillas d 1/2″ Corrugada \A1;1 Varilla d 1/2″ \A1;Zig-Zag Varilla d 3/8″ 5 5 60º VM-1 ESC. 1:10 \A1;B.A.LL. d 6″ \A1;TEE \A1;CODO 90º PVC 6″ \A1;CANAL A.LL. \A1;COLUMNA DE CONCRETO DETALLE DE B.A.LL ESC. 1:10 DETALLE DE TENSOR T-1 SIN ESCALA E 6013 E 6013 Reforzado con 2ø 3/8″x4″ 1/4″ d 1/2″ 2ø 3/8″x4″ 4″ cuatro(4) cordones 2″ 2″ EMPALME A TOPE VARILLA DE TENSOR DETALLE DE FIJACION DE TENSOR GALVANIZADO “T-1″ = Ø 1/2″ Ø 1/2” G-60 DETALLE DE “T-1″ GANCHO P/ TENSOR 1/4″ d 1/2″ 2″ cuatro(4) cordones 2” \A1;PARAPETO \A1;PARAPETO \A1;PARAPETO \A1;PARAPETO \A1;PARAPETO \A1;PARAPETO 5 5 2<1 1/2"x 1 1/2"x3/16" ) CEL. 2 Ø1/2" @60º 5 5 \A1;Atiezador 1 No. 3 \A1;Polin Triangular \A1;Lamina ZincAlum Pendiente: 15% \A1;Viga Macomber VM-1 4 < 1 1/2"x1 1/2"x3/16" + Cel. Ø 1/2" @ 60º 45º 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECCION DE VIGA Y POLINES ESC. 1:10 5 5 Placa de acero 0.30x0.20x1/4" 4 Pernos de d 1/2". L= 0.50 mts Embebidos en estructura de columna Proyeccion de Viga Macomber 5 Gancho de Canal Varilla Ø 3/8" Canal de A.LL. Lamina Galvanizada #26 Polin P-1 Viga Macomber 5 5 Cubierta de techo Atiezador DETALLE DE CANAL DE A.LL. ESC. 1:10 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 PLACA DE FIJACION VM-1 ESC. 1:10 Placa de Fijacion VM-1 DETALLE DE POLIN P-1 SIN ESCALA A E B C D A E B C D 1 3 2 3 2 1 5 5 5 5 5 5 5 5 5 5 2<1 1/2"x 1 1/2"x3/16" )