Tijerales DWG Block for AutoCAD

Tijerales DWG Block for AutoCAD

Profile and plate rolling. ASTM A36; COLD FORMED PROFILES; ASTM A570 WELDING AND CONNECTORS AND LOADS OF DESIGN

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

section, section, section, det., det., det., det., det., det., det., section, section, section, section, section, det., det., location, district, region, province, Location, draft:, date:, approved:, drawing:, flat:, flat, scale:, design:, November, architecture, huari, ancash, san pedro chana, urban of san pedro district, rahuaychacra in the area, of the sports field, from chana huari, responsable:, from san pedro de chana, district Municipality, section, det., det., det., section, section, section, section, det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., det., tijeral type, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, tijeral type, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, det. knot, hey, oe.d, hey, ok, oe, oe c, ok, or the, ome, oe.n, oe, oe.p, ok, or the, ome, oe.n, oe, oe.p, isometric, joist, faith., lattice joist, tip., upper flange, laminated astm profiles, Specifications, loads of, welding, profiles formed in astm, high strength astm bolts, cellulosic electrodes according to aws, wind speed, live ceiling load, flat bar, bracing of, bottom flange, element, element, bracing of joists, san andres cross, det., det., det., det., det., det., det., det., det., det., lattice joist, tijeral, flat bar, bracing of, det., det., det., det., det., det., det., det., det., det., lattice joist, tijeral, smooth, det. knot, det. knot, oh, hey, oe.g, oej, oe.g, lattice joist, tijeral, flat bar, det., det., det., det., det., det., anchor bolts type, column, column, det. knot, det. knot, anchor bolts type, coverage of the rostrum, hey, ok, oe c, oe.d, hey, oe, portico of shaft, oe.p, oe, oe.n, ome, or the, ok, portico of shaft, oe.g, oh, hey, oej, portico of shaft, west block, coverage of the rostrum, west block, coverage of the rostrum, block oste, lattice joist, coverage of the rostrum, this block, tijeral, bracing of, flat bar, det., det., det., det., det., det., det., det., det., det., lattice joist, det., det., det., det., det., det., det., det., tijeral, lattice joist, bracing of, flat bar, lattice joist, tijeral, bracing of, flat bar, det., det., det., det., det., det., det., det., det., det., and the, and b, and the, and b, and the, and b, and the, and b, and c, and b, and the, and c, and b, and the, coverage of the rostrum, this block, coverage of the rostrum, this block, det. knot, det. knot, anchor bolts type, anchor bolts type, bracing, bolts, bolts, bolts, bolts, bolts

Raw text data extracted from CAD file:

-1.0 -1.0 \W0.9;2L1"x1"x3/32" 0.1000000000000227 - SECCIÓN A-A \W0.75;ESCALA: 1:100 A \A1;1.00 \A1;1.00 \A1;0.10 - SECCIÓN A-A \W0.75;ESCALA: 1:10 A \A1;2.00 \A1;2.00 \A1;0.38 5 5 \W0.9;2L3"x3"x3/8" 5 \A1;3.00 \A1;3.00 \A1;0.38 SECCIÓN \W0.8;ESCALA: 1:100 S/E A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. SECCIÓN \W0.8;ESCALA: 1:25 S/E \A1;0.90 \A1;6.03 \A1;6.00 \A1;0.98 \A1;0.53 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.83 \A1;0.77 \A1;0.70 \A1;0.63 \A1;0.57 \A1;7.03 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;1.00 \A1;0.50 \A1;1.20 \A1;7.00 2.0 5 \W0.9;2L2"x3"x3/8" 5 \A1;3.00 \A1;0.38 5 2.0 \W0.9;2L3"x2"x3/8" 0.3750000000000372 \A1;3.00 \A1;0.93 \A1;0.86 \A1;0.79 \A1;0.71 \A1;0.64 \A1;0.57 V-10 SECCIÓN \W0.8;ESCALA: 1:100 S/E V-10 V-10 V-10 \A1;1700 \A1;1700 \A1;0.30 \A1;0.50 \A1;400 \A1;4.55 \A1;4.55 \A1;4.55 \A1;3.10 \A1;3.40 \A1;0.40 \A1;0.80 \A1;0.80 \A1;0.80 - SECCIÓN A-A \W0.75;ESCALA: 1:25 A SECCIÓN \W0.8;ESCALA: 1:75 S/E SECCIÓN \W0.8;ESCALA: 1:25 S/E A A101 DET. A A101 DET. \A1;1.70 \A1;1.70 \A1;1.70 \A1;4.55 \A1;4.55 \A1;4.55 \A1;3.10 \A1;3.40 \A1;0.81 \A1;0.30 \A1;4.25 \A1;0.30 \A1;4.25 \A1;0.30 \A1;4.25 \A1;0.30 \A1;2.80 \A1;0.30 \A1;3.10 \A1;0.30 LOCALIDAD DISTRITO REGION PROVINCIA UBICACION PROYECTO: : : : : FECHA: APROBADO: DIBUJO: PLANO: PLANO N° ESCALA: DISEÑO: -- NOVIEMBRE DEL 2010 ARQ-001 ARQUITECTURA ARQ-001 -- -- -- HUARI ANCASH SAN PEDRO CHANA SAN PEDRO CHANA URBANA DEL DISTRITO DE SAN PEDRO RAHUAYCHACRA EN LA ZONA “CONSTRUCCION DEL CAMPO DEPORTIVO DE CHANA – HUARI - ANCASH” RESPONSABLE: DE SAN PEDRO DE CHANA MUNICIPALIDAD DISTRITAL - SECCIÓN A-A \W0.75;ESCALA: 1:20 A A A101 DET. A A101 DET. V-10 V-10 V-10 \A1;6.35 \A1;6.50 \A1;6.35 \A1;1.70 \A1;1.70 \A1;1.70 \A1;0.81 \A1;140 \A1;310 A A101 DET. \A1;140 \A1;310 \A1;140 \A1;310 \A1;295 \A1;75 \A1;75 \A1;295 \A1;75 \A1;75 \A1;54 \A1;54 \A1;75 \A1;75 \A1;300 \A1;403 \A1;54 \A1;54 \A1;403 \A1;75 \A1;75 \A1;300 \W0.75;;1@0.05+0@0.10+0@0.15+0@0.20+0@0.25 0.0499999999999972 0.0499999999999915 0.0499999999999915 0.0499999999999972 0.0499999999999972 d3/8" d1/4" d7mm d6mm 0.05 0.05 0.05 0.05 0.05 SECCIÓN \W0.8;ESCALA: 1:50 S/E \A1;0.30 \A1;4.25 \A1;0.30 \A1;4.25 \A1;0.30 \A1;4.25 \A1;0.30 \A1;2.80 \A1;0.30 \A1;3.10 \A1;0.30 \A1;4.55 \A1;4.55 \A1;4.55 \A1;3.10 \A1;3.40 \A1;0.30 \A1;4.25 \A1;0.30 \A1;4.25 \A1;0.30 \A1;4.25 \A1;0.30 \A1;2.80 \A1;0.30 \A1;3.10 \A1;0.30 \A1;4.55 \A1;4.55 \A1;4.55 \A1;3.10 \A1;3.40 SECCIÓN \W0.8;ESCALA: 1:50 S/E \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;6.05 \A1;6.20 \A1;6.05 SECCIÓN \W0.8;ESCALA: 1:50 S/E SECCIÓN \W0.8;ESCALA: 1:50 S/E A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. A A101 DET. \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.70 \A1;5.40 \A1;5.40 \A1;5.40 \A1;1.80 \A1;1.70 \A1;1.70 \A1;1.70 V-10 V-10 \A1;295 \A1;75 \A1;75 \A1;295 \A1;75 \A1;75 \A1;54 \A1;54 \A1;75 \A1;75 \A1;300 \A1;403 \A1;54 \A1;54 \A1;403 \A1;75 \A1;75 \A1;300 TIJERAL TIPO 1 (L=6.00m) 1 - DET. NUDO 4 - DET. NUDO 2 - DET. NUDO 6 - DET. NUDO 8 - DET. NUDO 10 - DET. NUDO 12 - DET. NUDO 14 - DET. NUDO 2 - DET. NUDO 3 - DET. NUDO 5 - DET. NUDO 7 - DET. NUDO 9 - DET. NUDO 11 - DET. NUDO 13 - DET. NUDO 4 - DET. NUDO 6 - DET. NUDO 8 - DET. NUDO 10 - DET. NUDO 12 - DET. NUDO 14 - DET. NUDO 16 - DET. NUDO 1 - DET. NUDO 3 - DET. NUDO 5 - DET. NUDO 7 - DET. NUDO 9 - DET. NUDO 11 - DET. NUDO 13 - DET. NUDO 15 - DET. NUDO 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" TIJERAL TIPO 2 (L=7.00m) 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 DET. NUDO 3 DET. NUDO 5 DET. NUDO 7 DET. NUDO 9 DET. NUDO 11 DET. NUDO 4 DET. NUDO 6 DET. NUDO 8 DET. NUDO 10 DET. NUDO 12 DET. NUDO 14 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 5 5 5 5 5 5 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" DET. NUDO 3 DET. NUDO 5 DET. NUDO 7 DET. NUDO 9 DET. NUDO 11 DET. NUDO 13 DET. NUDO 4 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" 2L-2"x2"x3/8" DET. NUDO 6 2L-2"x2"x3/8" DET. NUDO 8 2L-2"x2"x3/8" DET. NUDO 10 2L-2"x2"x3/8" DET. NUDO 12 2L-2"x2"x3/8" DET. NUDO 14 2L-2"x2"x3/8" DET. NUDO 16 2L-2"x2"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" 2L-3"x3"x3/8" OE.E OE.E OE.D OE.D OE.A OE.A OE.B OE.B OE.F OE.F OE.C OE.C V-102 (0.25x0.40m) OE.3 OE.2 OE.3 OE.2 V-102 (0.25x0.40m) V-102 (0.25x0.40m) V-102 (0.25x0.40m) V-102 (0.25x0.40m) 5 5 OE.K OE.3 OE.2 OE.1 OE.L OE.M OE.N OE.O OE.P OE.K OE.L OE.M OE.N OE.O OE.P OE.3 OE.2 OE.1 ISOMÉTRICO 1700 1700 400 VIGUETA VIGUETA VIGUETA Fe. Ø3/8" VIGUETA DE CELOSIA BARRA-Ø1/2" L-4"x3"x1/4" BARRA-Ø1/2" Tip. Tip. BRIDA SUPERIOR - PERFILES LAMINADOS Y PLANCHAS, ASTM A36 ESPECIFICACIONES TECNICAS.- CARGAS DE DISEÑO.- SOLDADURA Y CONECTORES.- - PERFILES FORMADOS EN FRIÓ, ASTM A570 - PERNOS DE ALTA RESISTENCIA ASTM A325 - ELECTRODOS CELULOSICOS E60, SEGÚN AWS A5.1 - VELOCIDAD DE VIENTO - CARGA VIVA DE TECHO ACERO.- V s/c km/hr 50 = kg/m2 = 30 Fy - Fu Fu Fy kg/cm2 2,500 kg/cm2 kg/cm2 = 8,400 = = 4,200 kg/cm2 = 2,500 5 5 BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" ARRIOSTE DE d 3/8" BRIDA INFERIOR d3/8" 5 5 5 5 5 0.40 5 5 5 2L-1"x1/8" ELEMENTO 1 ELEMENTO 4 ARRIOSTRE DE VIGUETAS CRUZ DE SAN ANDRES 1 - DET. L-4"x3"x1/4" 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 5 5 5 V-102 (0.25x0.40m) V-102 (0.25x0.40m) V-102 (0.25x0.40m) V-102 (0.25x0.40m) V-102 (0.25x0.40m) BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" ARRIOSTE DE d 3/8" 5 5 5 5 5 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 5 5 5 5 5 5 5 5 5 5 5 5 3/8" LISO DET. NUDO 15 2L-3"x3"x3/8" 2L-3"x3"x3/8" DET. NUDO 13 2L-3"x3"x3/8" 2L-3"x3"x3/8" OE.H OE.H OE.I OE.I OE.G OE.J OE.J OE.G OE.3 OE.2 OE.1 OE.3 OE.2 OE.1 V-101 (0.30x0.50m) V-101 (0.30x0.50m) V-101 (0.30x0.50m) V-101 (0.30x0.50m) V-101 (0.30x0.50m) V-101 (0.30x0.50m) VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 5 5 5 5 5 5 5 \A1;PL 5/8" 5 5 \A1;PL 5/8" 5 5 \A1;PL 5/8" 5 5 \A1; PL 5/8" \A1;PL 3/8" 5 5 5 5 5 5 5 5 5 Ø1-1/8" p/ pernos de anclaje tipo J Ø1" A-36 5 5 5 5 5 5 5 5 5 COLUMNA 0.30x0.60 COLUMNA 0.30x0.60 DET. NUDO 1 DET. NUDO 2 Ø1-1/8" p/ pernos de anclaje tipo J Ø1" A-36 Ø1-1/8" p/ pernos de anclaje tipo J Ø1" A-36 Ø1-1/8" p/ pernos de anclaje tipo J Ø1" A-36 \A1; PL 5/8" \A1;PL 3/8" COBERTURA DE LA TRIBUNA OE.A OE.B OE.C OE.D OE.E OE.F 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PORTICO DEL EJE OE.2-OE.2 OE.P OE.O OE.N OE.M OE.L OE.K 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 PORTICO DEL EJE OE.2-OE.2 OE.G OE.H OE.I OE.J 5 5 5 5 5 5 5 PORTICO DEL EJE OE.1, OE.2 V-101 (0.30x0.50m) V-101 (0.30x0.50m) OESTE DEL BLOQUE 1 COBERTURA DE LA TRIBUNA OESTE DEL BLOQUE 2 COBERTURA DE LA TRIBUNA OSTE DEL BLOQUE 3 E.1 E.1 E.2 E.2 E.3 E.3 E.4 E.4 E.5 E.5 VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA COBERTURA DE LA TRIBUNA ESTE DEL BLOQUE 1 TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. E.6 E.6 E.7 E.7 E.8 E.8 E.9 E.9 5 5 5 5 5 5 5 VIGUETA CELOSIA 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" E.11 E.11 E.12 E.12 E.13 E.13 E.14 E.14 E.10 E.10 VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA VIGUETA CELOSIA TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 TIJERAL T1 ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" ARRIOSTE DE d 3/8" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" BARRA LISA d 1/2" 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. 1 - DET. E.A E.B E.A E.B E.A E.B E.A E.B E.C E.B E.A E.C E.B E.A 5 5 5 5 V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) V-101 (0.25x0.50m) COBERTURA DE LA TRIBUNA ESTE DEL BLOQUE 3 COBERTURA DE LA TRIBUNA ESTE DEL BLOQUE 2 DET. NUDO 1 DET. NUDO 2 \A1; PL 5/8" \A1;PL 3/8" 5 5 5 5 5 5 5 5 5 Ø1-1/8" p/ pernos de anclaje tipo J Ø1" A-36 5 5 5 5 5 5 5 5 5 Ø1-1/8" p/ pernos de anclaje tipo J Ø1" A-36 Ø1-1/8" p/ pernos de anclaje tipo J Ø1" A-36 Ø1-1/8" p/ pernos de anclaje tipo J Ø1" A-36 \A1; PL 5/8" \A1;PL 3/8" 2L-2"x2"x3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" d3/8" ;9@0.05+11@0.15 ;9@0.05+11@0.15 ;9@0.05+11@0.15 ;9@0.05+6@0.15 ;9@0.05+7@0.15 ;9@0.05+17@0.15 ;9@0.05+17@0.15 ;9@0.05+11@0.15 ;9@0.05+11@0.15 ;9@0.05+11@0.15 ;9@0.05+6@0.15 ;9@0.05+7@0.15 ARRIOSTRE 6 PERNOS Ø1 A-36 6 PERNOS Ø1 A-36 6 PERNOS Ø1 A-36 6 PERNOS Ø1 A-36 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 3d5/8 PERNOS PERNOS PERNOS PERNOS

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
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File Type	dwg
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Measurement Units
Footprint Area
Building Features
Tags	autocad, barn, block, cold, connectors, cover, dach, DWG, formed, hangar, lagerschuppen, plate, profile, profiles, rolling, roof, shed, structure, terrasse, tijerales, toit, trusses, welding