Foundation Slab DWG Detail for AutoCAD

Foundation Slab DWG Detail for AutoCAD

Foundation slab – Details – Armor

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

first name, content, welding, quality of materials, concrete:, reinforcement:, steel in plates, steel, Profiles, profile steel, location of base plates, foundation plant, section, anchor bolt, cap screw, steel, letter, ref. higher, ref. lower, letter, letter, ref. higher, ref. lower, letter, ref. higher, ref. lower, letter, beam, beam, letter, beam, letter, ref. higher, ref. lower, beam, letter, cut, slab reinforcement, cut, slab reinforcement, detail, detail, slab level, griddle, section, slab reinforcement, heb plate, heb, aguj anchor, heb, aguj anchor

Raw text data extracted from CAD file:

1:XXX NOMBRE CONTENIDO \A1;.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;.25 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;1.90 \A1;2.40 \A1;1.90 \A1;.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.40 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.07 \A1;0.07 \A1;.30 \A1;.30 \A1;3.00 \A1;3.00 \A1;3.50 \A1;3.00 \A1;3.00 \A1;.30 \A1;400 \A1;150 \A1;60 \A1;1.14 \A1;1.08 \A1;1.38 \A1;1.30 \A1;1.62 \A1;3.00 \A1;3.00 \A1;3.50 \A1;3.00 \A1;3.00 \A1;.30 \A1;3.00 \A1;3.00 \A1;3.50 \A1;3.00 \A1;3.00 \A1;.60 \A1;2.30 \A1;.80 \A1;2.20 \A1;.60 \A1;2.30 \A1;.80 \A1;2.20 \A1;.60 \A1;2.30 \A1;.80 \A1;2.20 \A1;.80 \A1;.80 \A1;2.70 \A1;3.00 \A1;3.00 \A1;3.50 \A1;3.00 \A1;3.00 \A1;.60 \A1;2.30 \A1;.80 \A1;2.20 \A1;.60 \A1;2.30 \A1;.80 \A1;2.20 \A1;.80 \A1;.80 \A1;2.70 \A1;.30 \A1;.60 \A1;2.30 \A1;.80 \A1;.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;.30 \A1;.60 \A1;2.30 \A1;.80 \A1;2.20 \A1;.60 \A1;2.30 \A1;.80 \A1;.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;.30 \A1;.30 \A1;.40 \A1;.30 \A1;.30 \A1;.15 \A1;.15 \A1;.25 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;.15 \A1;.25 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.15 \A1;1.90 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.15 \A1;2.40 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.15 \A1;1.90 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.15 \A1;1.90 \A1;0.15 \A1;0.40 \A1;0.40 \A1;0.15 \A1;2.00 \A1;0.15 \A1;0.30 \A1;0.30 \A1;0.30 \A1;.30 \A1;.30 \A1;.60 \A1;.60 \A1;.80 \A1;.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;.25 \A1;.15 \A1;.40 \A1;.40 \A1;.15 \A1;1.90 \A1;.30 \A1;.15 \A1;2.00 \A1;.15 \A1;.40 \A1;.30 \A1;.30 \A1;3.00 \A1;3.00 \A1;3.00 \A1;.30 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;.60 \A1;3.00 \A1;3.00 \A1;3.00 \A1;0.07 \A1;0.07 \A1;3.00 \A1;3.00 \A1;3.50 \A1;3.00 \A1;3.00 \A1;3.50 \A1;3.00 \A1;1.14 \A1;1.08 \A1;1.53 \A1;1.30 \A1;1.47 \A1;.16 \A1;.05 \A1;.16 \A1;.05 \A1;.05 \A1;.45 \A1;.05 \A1;.05 \A1;.45 \A1;.05 \A1;.42 \A1;.42 \A1;.05 \A1;.05 \A1;.16 \A1;.16 \A1;.175 \A1;.175 \A1;.175 \A1;.175 SOLDADURA 60XX CALIDAD DE LOS MATERIALES CONCRETO: f'c=280 Kg/cm2 REFUERZO: Fy=4200 Kg/cm2 A36 Fy=2530 Kg/cm2 ACERO EN PLANCHAS ACERO DE A36 Fy=2530 Kg/cm2 PERFILES ,HEA,IPE,UPN: ACERO DE PERFILERIA 1:50 UBICACION DE PLANCHAS BASE 1:50 PLANTA DE FUNDACIONES NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 X IS-173 NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA 5 5 5 5 5 5 5 5 3 2 1 6 7 8 5 5 3 5 5 5 5 3 5 5 5 5 5 5 5 5 5 5 5 6 5 6 1 8 7 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1:25 SECCION A-A X IS-173 1d3/8"C/0.20X6.00 5.85 0.15 0.15 1d3/8"C/0.20X5.40 1d3/8"C/0.20X3.65 5.25 3.65 2 1 3 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 400 150 60 PERNO DE ANCLAJE S/E PERNO d3/4"X0.63 ACERO A-307 NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA 5 5 5 5 5 5 5 5 5 5 C/0.35 C/0.35 C/0.15 C/0.15 LETRA LETRA 6d1/2"X5.00 1 0.30 4.70 6d1/2"X4.30 2 4.30 0.30 6d1/2"X6.00 4 6d1/2"X5.80 5 5.80 5.70 REF. SUPERIOR REF. INFERIOR 5 5 5 5 C/0.35 C/0.35 C/0.15 C/0.15 LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA 5 5 5 5 C/0.35 C/0.35 C/0.15 C/0.15 0.30 5.00 6d1/2"X5.30 6 0.30 6d1/2"X3.95 7 6d1/2"X3.80 8 3.80 3.65 LETRA LETRA REF. SUPERIOR REF. INFERIOR 5 5 5 C/0.35 C/0.15 NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA 5 5 5 5 5 5 5 5 5 5 C/0.35 C/0.35 C/0.15 C/0.15 LETRA LETRA REF. SUPERIOR REF. INFERIOR 5 5 5 5 C/0.35 C/0.35 C/0.15 C/0.15 LETRA 5 5 5 C/0.35 C/0.15 1:25 VIGA G(8-13),J(8-13) 0.60X0.40 1:25 VIGA 8(G-J),13(G-J) 0.60X0.40 5 5 C/0.35 C/0.15 LETRA LETRA 5 C/0.15 5 5 5 5 5 1:25 VIGA H(8-13),I(8-13) 0.80X0.40 NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA 5 5 5 5 C/0.35 C/0.35 C/0.15 C/0.15 LETRA LETRA REF. SUPERIOR REF. INFERIOR 1:25 VIGA 9(G-J),10(G-J),11(G-J),12(G-J) 0.80X0.40 5 5 C/0.35 C/0.15 LETRA LETRA 5 C/0.15 5 5 5 5 5 1:12.5 CORTE A-A 5 5 5 5 5 5 5 d1/2" REFUERZO DE LOSA 0.30 6d1/2"X4.30 2 4.30 6d1/2"X5.00 2 4.70 0.30 6d1/2"X6.00 2 5.70 8d1/2"X5.00 1 0.30 4.70 8d1/2"X4.30 2 4.30 8d1/2"X6.00 4 8d1/2"X5.60 5 5.60 5.70 0.30 8d1/2"X4.15 2 4.15 8d1/2"X5.00 2 4.70 0.30 8d1/2"X6.00 2 5.70 0.30 5.00 6d1/2"X5.30 6 0.30 6d1/2"X3.95 7 3.65 0.30 5.00 0.30 8d1/2"X3.95 7 8d1/2"X3.80 8 3.80 3.65 0.30 5.00 8d1/2"X5.30 6 0.30 8d1/2"X3.95 7 3.65 8d1/2"X5.30 6 0.53 2X0.10 0.30 0.30 2X0.10 0.11 1%c3/8"C/0.15,C/0.30X1.86 1%c3/8"C/0.15,C/0.30X1.02 5 5 5 5 d1/2" 5 5 1:12.5 CORTE B-B 2X0.10 0.30 0.76 1%c3/8"C/0.15,C/0.35X2.32 0.30 2X0.10 0.11 2X0.10 0.30 0.11 2%c3/8"C/0.15,C/0.35X1.02 REFUERZO DE LOSA 0.15 1d3/8"C/0.20X5.40 1d3/8"C/0.20X3.65 5.25 3.65 1 3 1d3/8"C/0.20X5.50 5.50 4 1d3/8"C/0.20X6.00 5.85 0.15 2 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 0.30 0.30 0.21 1:10 DETALLE X IS-173 1:10 DETALLE X IS-173 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 5 5 5 5 1d3/8"C/0.20X0.81 5 1d3/8"C/0.20X0.81 5 5 0.30 5 5 5 5 5 +0.10 NIVEL LOSA +0.10 +0.10 +0.10 +0.10 PLANCHA T1 PLANCHA T2 NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA 5 5 5 5 5 5 5 5 7 6 1 2 4 5 5 5 5 5 5 5 1 5 1 4 2 5 5 5 5 5 5 5 5 5 5 5 5 1:25 SECCION B-B X IS-173 1d3/8"C/0.20X6.00 5.85 0.15 0.15 1d3/8"C/0.20X5.20 5.05 7 6 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 0.15 1d3/8"C/0.20X5.20 5.05 6 1d3/8"C/0.20X4.40 4.25 0.15 8 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 1d3/8"C/0.20X0.81 5 0.30 0.30 0.21 +0.10 5 5 5 5 5 REFUERZO DE LOSA REFUERZO DE LOSA 3 X IS-173 6 6 4 7 8 7 8 7 8 8 3 3 3 2 4 NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA NUMERO-LETRA 5 5 5 5 5 5 5 5 5 5 IS-173 X IS-173 X 5 5 5 5 5 PLANCHA T1 HEB 240 PLANCHA T1 HEB 240 PLANCHA T1 HEB 240 PLANCHA T1 HEB 240 PLANCHA T1 HEB 240 PLANCHA T1 HEB 240 PLANCHA T1 HEB 240 PLANCHA T1 HEB 240 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 PLANCHA T2 HEB 260 5 5 5 5 5 5 5 5 5 5 5 PL19X420X420 PL25X450X450 5 5 5 5 5 5 5 5 5 5 5 HEB 260 AGUJ. d 22 P/PERNOS DE ANCLAJE d3/4" HEB 240 AGUJ. d 22 P/PERNOS DE ANCLAJE d3/4"

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	armor, autocad, base, DETAIL, details, DWG, FOUNDATION, foundations, fundament, slab