Details Foundations DWG Detail for AutoCAD

Details of different types of foundations of general purpose

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

ac. c.a.c, ac. its T., a.c plate, a.c plate, ac. its T., ac. c.a.c, ac. c.a.c, anchorage by mts, a.c plate, n.a., ref. comp. ski mat, n.a., ac. its T., ref. comp. ski mat, n.a., welding, ground nat., existing wall, pav. replenish, ref. its T., n.a., anchors per mts, replenish, ref. comp. mat. select, ac. c.a.ca, column foundation, roof truss, foundation, ac. c.a.c, pav. replenish, ref. comp. ski mat, s.n, corr. threads, concrete filling, of concrete of esp. ac., esc., its T., ref. comp. ski mat, s.n., of refill. of conc., c.a.c, esc., floor to replace conc. lbs, its T., concrete a.c, of first courses refilled. conc. flat finished floor level, its T., esc.

Raw text data extracted from CAD file:

\A1;.45 \A1;1.12 \A1;.70 \A1;0.70 \A1;.30 \A1;1.12 \A1;.25 \A1;1.00 \A1;.05 \A1;.05 \A1;.20 \A1;1.00 \A1;.05 \A1;.20 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.05 \A1;.90 \A1;.05 \A1;0.25 \A1;0.30 \A1;.05 \A1;1.12 \A1;0.80 \A1;.30 \A1;.05 \A1;1.25 \A1;1.10 \A1;0.15 \A1;1.25 \A1;0.60 \A1;0.10 \A1;0.80 \A1;0.15 \A1;0.30 \A1;1.20×1.20 \A1;0.05 \A1;0.50 \A1;0.65 \A1;1.20 \A1;0.15 AC. 10#6 @ .124 C.A.C A/D AC. 4#6 EST. #3 @ .20 PLATO DE A.C 12″X12″X1/2″ .05 PLATO DE A.C 12″X12″X1/2″ AC. 4#6 EST. #3 @ .20 1.12 AC. 10#6 @ .124 C.A.C A/D .45 AC. 10#6 A/D @ .124 C.A.C .05 1.12 .05 4 ANCLAJE # 5 POR .40 mts PLATO DE A.C 12″X12″X1/2″ .20 .70 <> <> .30 .05 .20 N.P.A RELL. COMP. MAT.SELECTO .05 1.12 N.P.A .05 .25 .05 AC. 4#6 EST. #3 @ .20 RELL. COMP. MAT.SELECTO N.P.A .05 SOLDADURA E70XX 3/16 SOLDADURA E70XX 3/16 SOLDADURA E70XX 3/16 SUELO NAT. SUELO NAT. SUELO NAT. PARED EXISTENTE PARED EXISTENTE PAV. A REPONER PAV. A REPONER PAV. A REPONER .05 .90 .05 \A1;AC. 4#4 REF. EST. #3 @.25 1.00 N.P.A 4 ANCLAJES #5 POR .40 mts 4 ANCLAJES #5 POR 40 MTS \A1;PAV. A REPONER RELL. COMP. MAT. SELECTO AC. 6#4 @.18 C.A.CA A/D \LDETALLE DE CIMIENTO DE COLUMNA #5,6,7Y8 \lESCALA 1:20 \LDETALLE DE CIMIENTO DE COLUMNA #1,2,3Y4 \lESCALA 1:20 \LDETALLE DE CIMIENTO VIGA ESQUINERA \lESCALA 1:20 \LDETALLE DE CIMIENTO COLUMNA DE AMARRE \H0.5x;\lESC. 1:20 <> <> AC. 6#4 @ .22 C.A.C A/D 5 .30 .05 PAV. A REPONER RELL. COMP. MAT.SELECTO S.N \A1;1#4 CORR. \A1;@ 3 HILADAS \A1;BLQ´S 8″ RELLENO \A1;DE CONCRETO 5 \A1;PISO DE CONCRETO DE 0.15 ESP. \A1;REF. AC. #3 @.40 A/D \LDETALLE C-1 ESC. 1:50 EST. # 3 @ .25 <> <> RELL. COMP. MAT.SELECTO S.N. BLQ¨S DE 6″ RELL. DE CONC. \A1;# 4 @ .45 C.A.C 1.20×1.20 \LDETALLE C-2 ESC. 1:50 #4 PISO A REPONER CONC. 3000 LBS D 1% 5 5 \A1;V-A .20X.25 \A1;2#4 EST. #3 @.20 \A1;3#4 A/D <> <> <> 0.15 <> <> \A1;BASE DE CONCRETO \A1;DE 0.80X0.15 \A1;REF. A.C 5#4 @ .10 A/D \A1;PARED DE BLOQ´S DE 6″ \A1;3 PRIMERAS HILADAS RELL. CONC. \A1;DEL NIVEL DE PISO ACABADO \A1;REPELLO LISO A/C \A1;1#4 @ 0.40 \A1;V-A <> <> <> \A1;2#4 EST. #3 \A1;@ 0.20 \LDETALLE E-1 ESC. 1:50