Plane Slab (Flagstone)Of Armed Concrete DWG Section for AutoCAD

Slab of armed concrete with sections , reinforce and cut square- Use in design of armed concrete

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

executive, ing., arq jose luis jorge, may, hotel iberostar trinidad, City of Cuba, phone: fax:, business center office building. bird esq., principal architect:, firm:, work:, Workpiece:, plane of:, date:, location:, scale:, of order, projected by:, ing. principal, Project stage:, dip code:, esc, dimensions., lower mesh., esc, esc, upper mesh., mezzanine level plant, reinforcement plant., esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, esc, runs, runs, of bars, iii

Raw text data extracted from CAD file:

\A1;200 \A1;100 \A1;4081 \A1;300 \A1;3900 \A1;4109 \A1;300 \A1;3750 \A1;300 \A1;2050 \A1;300 \A1;300 \A1;2530 \A1;300 \A1;1200 \A1;300 \A1;1200 \A1;4330 \A1;2140 \A1;200 \A1;5925 \A1;150 \A1;100 \A1;100 \A1;840 \A1;1560 \A1;300 \A1;4100 \A1;3900 \A1;4100 \A1;4100 \A1;4100 \A1;840 \A1;1410 \A1;2140 \A1;200 \A1;4100 \A1;4300 \A1;4100 \A1;4100 \A1;4100 \A1;305 \A1;51×150=7650 \A1;245 \A1;250 \A1;15×250=3750 \A1;335 \A1;39×150=5850 \A1;415 \A1;245 \A1;51×150=7650 \A1;305 \A1;1900 \A1;1900 \A1;1400 \A1;1400 \A1;250 \A1;60×100=6000 \A1;350 \A1;305 \A1;305 \A1;11×300=3300 \A1;600 \A1;12×300=3600 \A1;300 \A1;12×300=3600 \A1;300 \A1;11×300=3300 \A1;300 \A1;18×300=5400 \A1;26×300=7800 \A1;320 \A1;13×250=3250 \A1;130 \A1;750 \A1;15×250=3750 \A1;30 \A1;30 \A1;300 \A1;30 \A1;30 \A1;400 \A1;30 \A1;30 \A1;200 +5.70 \A1;30 \A1;30 \A1;300 \A1;30 \A1;30 \A1;400 \A1;30 \A1;30 \A1;200 \A1;3900 \A1;4300 \A1;150 \A1;150 \A1;1750 \A1;2350 \A1;150 \A1;50 \A1;150 \A1;50 \A1;30 \A1;30 \A1;200 \A1;30 \A1;30 \A1;400 \A1;30 \A1;30 \A1;200 \A1;150 \A1;50 \A1;50 \A1;200 \A1;30 \A1;30 \A1;300 \A1;30 \A1;30 \A1;400 \A1;30 \A1;30 \A1;200 \A1;100 \A1;100 \A1;30 \A1;30 \A1;300 \A1;30 \A1;30 \A1;200 \A1;30 \A1;30 \A1;1000 \A1;200 \A1;200 \A1;30 \A1;30 \A1;200 \A1;200 \A1;30 \A1;30 \A1;200 \A1;200 \A1;30 \A1;200 \A1;30 \A1;30 \A1;300 \A1;30 \A1;30 \A1;30 \A1;30 \A1;100 \A1;30 \A1;30 \A1;200 \A1;30 \A1;1400 \A1;790 \A1;800 \A1;500 \A1;50 \A1;6×90=540 \A1;18×110=1980 \A1;4×170=680 \A1;110 \A1;50 \A1;26×110=2860 \A1;3×170=510 \A1;130 \A1;1670 \A1;1670 \A1;460 \A1;460 \A1;50 \A1;10×100=1000 \A1;16×160=2560 \A1;140 \A1;50 \A1;9×160=1440 \A1;2×250=500 \A1;60 \A1;80 \A1;50 \A1;5×170=850 \A1;6×260=1560 \A1;70 \A1;80 \A1;4×260=1040 \A1;80 \A1;4×260=1040 \A1;80 \A1;750 \A1;850 \A1;1350 \A1;50 \A1;9×140=1260 \A1;17×160=2720 \A1;50 \A1;50 \A1;7×140=980 \A1;16×160=2560 \A1;1450 \A1;85 \A1;150 \A1;150 \A1;790 \A1;1150 \A1;800 \A1;2×170=340 \A1;75 \A1;75 \A1;400 Ejecutivo Ing. Ing. Arq. JOSE LUIS JORGE 1:75 Mayo del 2000 HOTEL IBEROSTAR TRINIDAD 01 Playa, Ciudad de La Habana, Cuba. Telfs.: (537) 24 3693/94. Fax: (537) 24 3708. Centro de Negocios Miramar, Edificio 1A, Ofic. 105, Ave 3ra esq. 80 Arquitecto Principal: Firma: Firma: Firma: Obra: Objeto de Obra: Plano de: Fecha: Localización: Escala: N° de Orden Proyectado por: Ing. Principal Etapa de Proyecto: Codigo DIP: \A1;200 5 5 7 7 8 8 9 9 6 6 5 5 4 4 3 3 2 2 1 1 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 ESC 1:100 DIMENSIONES. 5 5 5 5 1 2 +1,42 5 3 4 E F H 5 5 H F E 4 3 5 2 1 5 5 5 5 MALLA INFERIOR. ESC 1:100 5 5 1 1 2 2 3 3 4 4 5 5 6 6 9 9 8 8 7 7 5 51×150=<> 5 1 d20@150 5 15×250=<> 2 d12@250 5 39×150=<> 5 21 d20@150 3 d20@150 4 d20@150 d12@250 5 5 d12@250 6 d12@250 7 d12@250 ESC 1:100 MALLA SUPERIOR. 5 51×150=<> 5 8 d20@150 5 5 5 5 5 60×100=<> 5 d20@100 9 9 d20@100 10 d20@100 5 11 d12@300 305 11×300=<> 5 12×300=<> d12@300 12 d12@300 13 d12@300 14 d12@300 14 5 12×300=<> d12@300 2 5 11×300=<> 5 18×300=<> 11 d12@300 11 d12@300 26×300=<> 5 13×250=<> 5 1 d20@150 PLANTA MEZZANINE NIVEL +1.42. PLANTA REFUERZO. PLANTA REFUERZO. 5 15×250=<> d12@250 2 5 5 5 5 5 5 5 5 5 +1.42 +1.02 +1.22 11 d12@300 14 d12 4 d20@150 d12 5 1-1 ESC 1:20 ESC 1:20 2-2 d12 5 4 d20@150 14 d12 9 d20@100 +1.22 +1.02 +1.42 5 5 5 5 5 5 5 5 5 G G 5 5 5 5 5 5 5 5 5 5 5 5 ESC 1:20 3-3 d20 4 5 d12@250 9 d20 14 d12@300 +1.22 +1.02 +1.42 5 5 5 5 5 5 5 5 5 5 5 ESC 1:20 4-4 21 d20 d12@250 7 +1.22 +1.02 5 5 5 5 5 5 5 5 d12 11 d20@150 8 +1.42 5 5 5 5 5 5 +1.42 d120@300 11 d12 2 5 5 5 5 5 +1.02 +1.22 1 d20@150 2 d12 5-5 ESC 1:20 5 5 5 5 5 +1.42 +1.22 d12@300 2 d12 11 d12@250 2 1 d20 6-6 ESC 1:20 5 5 ESC 1:20 7-7 4 d20 d12@250 5 d12 11 d12@300 14 +1.22 +1.42 5 5 5 5 ESC 1:20 8-8 21 d20 5 d12@250 +1.22 +1.02 5 5 5 5 5 d20 9 d20@150 8 +1.42 5 5 5 d12@250 d20@150 8 d12@300 2 d12@250 2 5 5 +1.42 d20@100 9 d20 8 5 5 5 5 5 +1.02 +1.22 21 d20@150 d20 1 9-9 ESC 1:20 5 d12 10 10 10 10 11 11 11 11 ESC 1:20 10-10 11-11 ESC 1:20 3d32 15 3d32 16 3d32 17 18 DOBLESd10@110 F G H 2 3 5 5 5 5 5 6×90=<> 18×110=<> 4×170=<> 5 5 26×110=<> 3×170=<> 5 3d32 15 3d32 16 18 DOBLESd10@110 3d32 17 18 DOBLESd10@90 DOBLESd10@170 18 2d20 19 2d20 20 2d25 22 18 DOBLESd10@110 DOBLESd10@170 18 2d32 15 5 5 5 5 3d25 23 2d25 24 2d32 25 2d20 26 5 10×100=<> 16×160=<> 5 18 DOBLESd10@100 18 DOBLESd10@160 5 9×160=<> 2×250=<> 5 18 DOBLESd10@160 18 DOBLESd10@250 2d20 27 18 d10@170 H 2d20 28 5 G ESC 1:20 12-12 5 5×170=<> 6×260=<> 5 18 d10@260 5 4×260=<> 5 4×260=<> 5 18 d10@260 18 d10@260 12 12 12 12 13 13 13 13 18 d10@160 16×160=<> 7×140=<> 5 5 17×160=<> 9×140=<> 5 2d25 30 2d20 26 3d25 29 5 5 5 3 2 ESC 1:20 13-13 1 5 2d25 31 2d20 10 5 18 d10@140 d10@160 18 d10@140 18 2d20 27 2d20 28 18 d10@260 18 d10@260 2d20 27 2d20 28 2d16 CORRIDAS 32 33 d10@250 32 2d16 CORRIDAS 2d25 30 2d25 31 3d25 29 18 d10@140 3d25 29 18 d10@160 2d20 10 2d20 26 3d25 23 18 DOBLESd10@160 2d25 24 9 9 5 5 4 4 8 8 2 2 1 1 5 5 5 5 5 5 2×170=<> DOBLESd10@170 18 5 5 5 \C3;ESQUEMA DE BARRAS a I II a b III a b b a IV b b a c