Foundation Footings, Various DWG Plan for AutoCAD

Variety of proposed footings; Full details in section and plan

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

scale, shoe, scale, shoe, scale, shoe, ref m., selected material studied by laboratory compacted to the proctor, ref m., sealed polystyrene gasket with det asphalt, ref of var sections long short sections mts., concrete in situ psi, selected material studied by laboratory compacted to the proctor, of Soil Improvement in Asymmetrical Beam, according to case, level of natural terrain, selected material studied by laboratory compacted to the proctor, scale, shoe, filled with polystyrene filled with asphalt, ref of var sections long short sections mts., selected material studied by laboratory compacted to the proctor, ref m., concrete in situ psi, scale, shoe, n. terrace, n. terrace, selected material studied by laboratory compacted to the proctor, ref m., concrete in situ psi, shoe, n. terrace

Raw text data extracted from CAD file:

N.P.T.\fArial|b0|i0|c0|p32; ±\fArial|b0|i0|c0|p34; 0.00 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,10 0,09 0,10 0,10 0,06 0,88 0,06 0,06 0,88 0,06 1,00 1,00 0,25 0,95 0,20 0,40 1,00 0,20 0,50 \A1;0.20 \A1;0.20 \A1;0.20 \A1;0.15 \A1;0.15 \A1;0.60 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,07 0,07 0,07 0,07 0,80 0,80 0,80 0,50 0,20 0,95 0,20 0,40 0,10 0,10 0,11 0,11 0,11 0,11 0,11 0,11 0,11 0,11 R0,40 \U+22050,80 0.1122000000003936 0.1122000000000753 0.1121999999999389 0.1122000000001663 0.1122000000003936 0.1122000000000298 0.1121999999999389 0.1122000000002117 ESCALA 1:20 ZAPATA Z-3 REF5 V #4 A/D @ 0.11 m. 5 5 0,80 0,50 0,20 0,95 0,20 0,40 0,10 ESCALA 1:20 ZAPATA Z-1 0.0981500000002143 0.0970999999999549 0.0970999999999549 0.0970999999999549 0.0970999999999549 0.0970999999999549 0.0970999999999549 0.0970560996149288 0.0981939003852403 0.0981500000002143 0.0970999999999549 0.0970999999999549 0.0970999999999549 0.0970999999999549 0.0970999999999549 0.0920999999999367 0.1020999999999731 0.1031500000002325 5 0.881000000000131 5 5 0.8760000000001128 5 5 5 ESCALA 1:20 ZAPATA Z-1 5 0.9500000000000001 0.2 0.4 REF 10 V #4 A/D @ 0.10 m. 5 3” 5 0.5 MATERIAL SELECTO ESTUDIADO POR LABORATORIO PREVIAMENTE, COMPACTADO AL 95 % PROCTOR REF 10 V #4 A/D @ 0.10 m. 0,10 JUNTA RELLENA DE POLIESTIRENO DE 3″CUBIERTO CON ASFALTO R250 (VER DET A-A) REF DE VAR #2 tramos largos @ 0.30 tramos cortos @ 0.40 Mts. CONCRETO MEXCLADO IN SITU 3000 psi VF-1 \W3.72039; PD-1 \W1.43467; (PEDESTAL) C-1 MATERIAL SELECTO ESTUDIADO POR LABORATORIO PREVIAMENTE, COMPACTADO AL 95 % PROCTOR 0.1950772327531013 0.2 0.2 5 5 VA-1/VA-2 0.5950772327531013 \A1;\C3;DETALLE DE MEJORAMIENTO DE SUELOS EN VIGA ASISMICA SEGUN CASO \W2.91393; NIVEL DE TERRENO \W5.50458; NATURAL MATERIAL SELECTO ESTUDIADO POR LABORATORIO PREVIAMENTE, COMPACTADO AL 95 % PROCTOR 5 0.1121999999999844 0.1122000000000753 0.1121999999999389 0.1122000000001663 0.1105999999996584 5 0.1121999999999389 0.1122000000001208 0.1121999999999389 0.1122000000001208 0.1105999999999767 0.0649999999997817 0.0650000000001455 5 5 5 5 ESCALA 1:20 ZAPATA Z-2 C-2 0,10 JUNTA RELLENA DE POLIESTIRENO DE 3″CUBIERTO CON ASFALTO R250 REF DE VAR #2 tramos largos @ 0.30 tramos cortos @ 0.40 Mts. VF-2 MATERIAL SELECTO ESTUDIADO POR LABORATORIO PREVIAMENTE, COMPACTADO AL 95 % PROCTOR MATERIAL SELECTO ESTUDIADO POR LABORATORIO PREVIAMENTE, COMPACTADO AL 95 % PROCTOR REF 7 V #4 A/D @ 0.11 m. CONCRETO MEXCLADO IN SITU 3000 psi 5 3” 0.5 0.200000000000091 0.950000000000091 0.1999999999999091 0.4000000000000228 REF7 V #4 A/D @ 0.11 m. ESCALA 1:20 ZAPATA Z-2 0,03 0,03 \W2.60606; N. TERRAZA \W7.27273; 98.20 0.0970078382527845 \W2.60606; N. TERRAZA \W7.27273; 98.20 0.0970078382527845 \W3.57753; PD-2 \W1.43467; (PEDESTAL) \A1;2 \S1#2;” \A1;2 \S1#2;” \W3.72039; PD-1 \W3.57753; PD-2 C-6 VF-2 MATERIAL SELECTO ESTUDIADO POR LABORATORIO PREVIAMENTE, COMPACTADO AL 95 % PROCTOR MATERIAL SELECTO ESTUDIADO POR LABORATORIO PREVIAMENTE, COMPACTADO AL 95 % PROCTOR REF 5 V #4 A/D @ 0.11 m. CONCRETO MEXCLADO IN SITU 3000 psi 5 3” 0.5 0.200000000000091 0.950000000000091 0.1999999999999091 0.4000000000000228 ZAPATA Z-3 \W2.60606; N. TERRAZA \W7.27273; 98.20 0.0970078382527845 \W3.57753; PD-2 \W1.43467; (PEDESTAL) \A1;2 \S1#2;”