Details Foundations – Retaining Wall DWG Detail for AutoCAD

Details – specifications – sizing – cuts constructive

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

mark, diameter, length, total, pieces, lengths in, lengths in, weight, weight, weight, support wall, shell, shell, bathroom mp pard. hone, dining room pard. parquet, kitchen pard. hone, lobby pard. hone, bedroom mp pard. parquet, mp sqm terrace sqm, terrace sqm pard. mosaic, at least three drillings will be performed to determine the good foundation pitch, floor plan, foundation plan, mp sqm terrace sqm, floor plan, details foundation beads sc, constructional armature, constructional armature, details foundations sc, constructional armature, constructional armature, details foundations, the section, details foundations sc, constructional armature, constructional armature, constructional armature, constructional armature, the section, details foundation beads sc, details foundations, details foundations sc, mark, diameter, length, total, pieces, lengths in, lengths in, weight, weight, weight, transverse beam reinforcement, mark, diameter, length, total, pieces, lengths in, lengths in, weight, weight, weight, transverse beam reinforcement, pilot, the layout of the drivers, the layout of the drivers, cross wall, PPH, GPP, checking the pressure on the base of the foundation, checking to stability and overturning, the active and passive pressures that act on the support wall, PPH, PPH, checking a wall section, sketch reinforcement wall support, pp’h, GPP

Raw text data extracted from CAD file:

+5.20 153,74 233,07 155 360 6,95 78,9 129,58 309,58 173,05 258,9 258,9 78,07 1,26 104,08 259,08 310 135,9 28,4 415,02 189,73 32,71 263,22 158,16 290,28 45,26 1,8 115 150 120 115 140 210 115 150 120 115 17,5 345 175 345 17,5 900 170 475 150 120 105 17,5 370 325 17,5 730 390 120 120 390 17,5 345 175 345 17,5 900 72,5 60 60 242,5 150 120 205 17,5 170 525 17,5 730 42,5 60 60 42,5 175 150 120 175 30 500 25 145 30 42,5 90 210 30 320 25 150 25 320 30 15 120 15 90 210 42,5 90 210 75 150 120 75 30 375 25 300 30 85 150 120 85 5 140 210 5 85 150 120 85 670 50 90 210 140 900 60 287,5 60 115 60 287,5 60 30 320 25 150 25 320 30 30 300 25 345 30 60 312,5 60 267,5 60 60 112,5 60 467,5 60 30 500 25 145 30 930 760 760 155 32,5 170 525 32,5 32,5 345 175 345 32,5 32,5 370 325 32,5 32,5 345 175 345 32,5 930 900 60 900 60 1020 60 730 60 850 60 730 60 850 60 900 60 1020 40 50 1200 1200 600 600 600 600 600 600 3600 2400 1200 1200 600 600 600 600 600 600 3600 2400 40 50 100 30 180 20 55 30 110 30 55 280 20 30 100 30 20 200 50 55 200 30 30 40 30 30 20 170 160 50 100 180 280 30 30 50 30 30 55 30 100 40 40 180 100 250 250 180 50 100 50 40 200 100 50 100 70 40 70 320 40 180 220 40 310 50 190 50 40 200 50 135 135 40 135 135 140 40 180 140 42,5 42,5 150 42,5 42,5 35 35 120 35 35 320 260 50 260 50 40 320 60 60 50 42,5 42,5 150 42,5 42,5 180 50 60 60 180 10 35 35 120 35 35 170 150 90 170 30 30 120 180 30 110 30 150 120 30 30 180 30 90 30 30 110 30 30 90 30 110 50 40 42,5 42,5 150 42,5 42,5 35 35 320 260 50 75 40 75 30 110 30 75 320 50 30 100 30 50 260 50 40 180 220 40 310 50 190 50 40 180 100 250 250 180 50 40 170 150 90 190 50 40 180 310 120 35 35 50 40 50 100 180 75 50 70 50 75 320 30 30 50 30 30 75 30 170 160 50 50 60 50 50 260 50 100 30 180 30 30 40 30 30 50 135 135 40 135 135 140 100 40 40 50 100 50 40 180 100 50 100 70 40 70 320 60 60 50 42,5 42,5 150 42,5 42,5 180 50 60 60 180 10 260 35 35 120 35 35 170 30 30 120 180 30 110 30 50 150 120 30 180 30 30 90 30 110 30 30 90 30 110 50 40 140 150 480 480 480 150 1740 870 870 1740 1740 16.4 16.4 16.4 16.4 27 27 27 27 15 30 30 60 145 145 50 45 95 40 50 \A1;150 \A1;480 \A1;480 \A1;480 \A1;150 \A1;1740 \A1;870 \A1;870 \A1;1740 \A1;1740 \A1;15 \A1;16 \A1;16 \A1;16 \A1;27 \A1;27 \A1;27 \A1;27 \A1;140 \A1;15 \A1;54 \A1;55 \A1;55 \A1;51 \A1;20 \A1;145 \A1;20 \A1;40 \A1;60 \A1;60 \A1;42 \A1;60 \A1;42 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 4ø18/12 cm 1 4ø18/12 cm 2 2ø10 3 2ø10 3 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 1 2 3 4ø18 /19cm 5 MARCA DIAMETRUL LUNGIME TOTAL BUCATI LUNGIMI IN m/ø NR.BARE/ m 1 2 PC 52 ø10 ø16 ø18 ø18 ø18 4 17.54 4 4 17.54 4 70.16 LUNGIMI IN m/ D GREUTATE PE ml(kg) GREUTATE PE DIAM.(kg) GREUTATEA TOTALA(kg) 148.8 17.60 1.998 297.3 3 4 ø10 ø18 2 5 8.80 1.70 2 5 17.6 0.617 10.86 10.86 297.3 3.615474276248435 3.615474276248435 70.16 8.5 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 3.615474276248435 95 95 150 480 480 480 150 1740 870 870 1740 1740 16.4 16.4 16.4 16.4 27 27 27 27 15 50 45 90 45 45 140 140 50 45 40 50 45 55 45 40 40 115 40 115 40 115 40 40 585 30 60 168,34 60 168,33 60 168,33 60 30 805 60 155 155 155 60 60 228,33 228,33 228,34 60 40 60 40 40 128,33 40 128,33 40 128,33 40 40 625 30 60 181,67 60 181,67 60 181,67 60 30 845 60 168,33 168,33 168,33 60 60 241,67 241,67 241,67 60 50 50 50 50 50 50 50 50 50 45 45 169,76 116,7 172 368 20 30 187,37 3 3 40 40 40 40 40 40 40 40 40 40 316,7 75,49 24,6 475,3 40 138,16 222,94 400 61,84 22,94 200 40 24,6 182 475,3 50 50 300 10 182 120 200,49 241,7 63,16 147,94 132 425,3 44,76 68,48 23,33 50 56,52 12,63 31,41 400 540 590 8° 16° 4° 143,48 30,24 275,49 85° 5 5 5 ZID DE SPRIJIN M N M N 5 5 5 5 5 5 5 5 Ap1=1.81 mp Ap2=5.28 mp A1=2.34 mp A2=1.54 mp Gp2 G2 Gp1 G1 g\fMS Shell Dlg|b0|i0|c0|p0;\H0.85x; \fArial|b0|i0|c0|p34;= 19.49 kN/mc \Fgreekc|c0;\H1.176x;b\fArial|b0|i0|c0|p34;\H0.85x; = 13° h1 = 1.95 m g\fMS Shell Dlg|b0|i0|c0|p0;\H0.85x; \fArial|b0|i0|c0|p34;= 19.29 kN/mc \Fgreekc|c0;\H1.176x;b\fArial|b0|i0|c0|p34;\H0.85x; = 13° h2 = 2.8 m M Ap1=2.47 mp Gp1 Gp2 G2 G1 Ap1=2.31mp A2=1.86 mp A1=1.70 mp 5 5 5 5 N g\fMS Shell Dlg|b0|i0|c0|p0;\H0.85x; \fArial|b0|i0|c0|p34;= 19.39 kN/mc \Fgreekc|c0;\H1.176x;b\fArial|b0|i0|c0|p34;\H0.85x; = 11° h1 = 2.35 m g\fMS Shell Dlg|b0|i0|c0|p0;\H0.85x; \fArial|b0|i0|c0|p34;= 18.73 kN/mc \Fgreekc|c0;\H1.176x;b\fArial|b0|i0|c0|p34;\H0.85x; = 11° h2 = 1.65 m 5 M N 5 5 5 5 5 5 5 5 M M M M M M M M M 5 5 1 5 150\X120 5 140\X210 5 150\X120 5 2 3 4 C 5 5 5 5 5 5 5 5 150\X120 5 B’ A 5 5 5 5 5 5 120\X120 5 5 5 5 5 5 5 5 60\X60 5 150\X120 5 5 5 5 5 5 A B C 1 2 3 4 5 60\X60 5 5 150\X120 5 5 5 5 5 5 5 90\X210 5 5 5 5 5 5 5 5 5 5 90\X210 5 90\X210 5 150\X120 5 5 5 5 5 5 5 150\X120 5 5 140\X210 5 5 150\X120 5 5 BAIE S=4.64 mp pard. gresie SUFRAGERIE S=16.50 mp pard. parchet BUCATARIE S=9.60 mp pard. gresie HOL S=10.05mp pard. gresie DORMITOR S=12.00 mp pard. parchet Sc=81.00 mp Su=52.79 mp S terasa = 15.30 mp 5 90\X210 5 5 TERASA S=15.30 mp pard. mozaic hp=90 hp=90 hp=90 hp=90 hp=90 hp=90 1 2 3 4 C B’ A A B C 1 2 3 4 SE VOR EXECUTA MINIM TREI FORAJE PENTRU DETERMINAREA TERNULUI BUN DE FUNDARE 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 PLAN PARTER SC.1:50 PLAN FUNDATII SC.1:50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.50 -0.50 -0.50 -0.50 -0.50 -0.50 5 1 2 3 4 C B’ A A B C 1 2 3 4 Sc=81.00 mp Su=52.79 mp S terasa = 15.30 mp PLAN PARTER SC.1:50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.50 5 5 -0.50 ±0.00 +2.85 +6.15 +0.90 +2.10 +0.90 +2.10 -0.50 ±0.00 +2.85 +6.15 -0.50 ±0.00 +2.85 +6.15 -0.50 ±0.00 +2.85 +6.15 5 5 5 5 5 5 5 5 5 5 S3 S4 S2 S3 5 5 5 5 5 5 5 5 5 5 S3 S4 S2 S3 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 ±0.00 -1.80 5 10ø14/25cm 5 10ø16/18cm 5 5 5 5 5 5 5 5 5 5 5 5 ±0.00 -1.80 \W2.08778; DETALII FUNDATII \W2.08778; PAHAR \W5.15921; SC 1:20 1 1 11d16/24cm armatura constructiva 5 5 5 5 5 5 5 5 ±0.00 -1.80 -1.00 5 1 1 11d16/24cm armatura constructiva ±0.00 -1.80 -1.00 5 200 5 5 5 5 5 5 5 5 11d16/24cm 11d16/24cm \W3.28749; DETALII FUNDATII \W3.28749; IZOLAT-ELASTICE \W6.35892; SC 1:20 200 5 5 5 5 ±0.00 -2.20 11d14/17cm armatura constructiva -0.40 320 16d18/25cm ±0.00 -2.20 -0.40 5 5 5 5 5 5 armatura constructiva 5 5 5 5 5 5 5 5 5 16d18/25cm 11d14/17cm \W0.58778; DETALII FUNDATII DE \W0.58778; ROST \W5.15921; SC 1:20 5 5 5 5 5 5 5 5 5 5 7d22/24 cm 5 1 1 ±0.00 ±0.60 -1.20 -1.80 7d14/20 cm 5 5 5 5 10 5 5 5 5 5 5 1 1 5 5 5 5 5 5 5 5 5 5 5 5 SECTIUNEA 1-1 5 5 7d22/24 cm 7d14/20 cm \W3.28749; DETALII FUNDATII \W3.28749; IZOLAT-RIGIDE \W6.35892; SC 1:20 5d10/25 cm 2 2 5 5 5 5 5 5 5 5 ±0.00 -1.80 -0.60 -0.30 6d10/16 cm 2 2 5 5 5 5 5 ±0.00 -1.80 -0.60 -0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5d10/25 cm 6d10/16 cm 7d12/18 cm 2 2 5 5 5 5 5 5 5 5 ±0.00 -1.80 -0.60 -0.30 5 S3 6d10/16 cm 2 2 5 5 5 5 ±0.00 -1.80 -0.60 -0.30 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5d10/25 cm 6d10/16 cm 5 5 5 5 5 ±0.00 -2.20 11d14/17cm armatura constructiva -0.40 5 armatura constructiva 16d18/25cm ±0.00 -2.20 -0.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 16d18/25cm 11d14/17cm 1 1 11d16/24cm armatura constructiva 5 5 5 5 5 5 5 5 ±0.00 -1.80 -1.00 5 1 1 11d16/24cm armatura constructiva ±0.00 -1.80 -1.00 5 5 5 5 5 5 5 5 5 5 11d16/24cm 11d16/24cm 5 5 5 5 5 5 5 5 5 5 8d18/20 cm 5 1 1 ±0.00 ±0.60 -1.20 -1.80 8d16/16 cm 5 5 5 5 10 5 5 5 5 5 5 ±0.00 ±0.60 -1.20 -1.80 1 1 5 5 5 5 5 5 5 5 5 5 5 5 5 SECTIUNEA 1-1 5 5 8d18/20 cm 8d16/16 cm 5 13ø14/25cm 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ±0.00 -1.80 5 5 15ø14/18cm 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 \W2.08778; DETALII FUNDATII \W2.08778; PAHAR \W5.15921; SC 1:20 \W0.58778; DETALII FUNDATII DE \W0.58778; ROST \W5.15921; SC 1:20 \W3.28749; DETALII FUNDATII \W3.28749; IZOLAT-RIGIDE \W6.35892; SC 1:20 \W3.28749; DETALII FUNDATII \W3.28749; IZOLAT-RIGIDE \W6.35892; SC 1:20 \W3.28749; DETALII FUNDATII \W3.28749; IZOLAT-ELASTICE \W6.35892; SC 1:20 150 5 5 5 150 1740 5ø18/11 cm 1 6ø22/11 cm 2 5ø14 3 7ø14 3 870 870 1740 1740 16.4 16.4 16.4 16.4 5 5 5 5 1 2 3 4ø18 /19cm 5 MARCA DIAMETRUL LUNGIME TOTAL BUCATI LUNGIMI IN m/ø NR.BARE/ m 1 2 PC 52 ø10 ø16 ø18 ø18 ø18 4 17.54 4 4 17.54 4 70.16 LUNGIMI IN m/ D GREUTATE PE ml(kg) GREUTATE PE DIAM.(kg) GREUTATEA TOTALA(kg) 148.8 17.60 1.998 297.3 3 4 ø10 ø18 2 5 8.80 1.70 2 5 17.6 0.617 10.86 10.86 297.3 5 70.16 8.5 5 5 5 5 5 5 5 5 5 5 \W0.94416; ARMARE GRINDA \W0.94416; TRANSVERSALA 150 5 5 5 150 1740 6ø12/11 cm 1 7ø22/11 cm 2 5ø14 3 5ø14 3 870 870 1740 1740 16.4 16.4 16.4 16.4 5 5 5 5 1 2 3 4ø18 /19cm 5 MARCA DIAMETRUL LUNGIME TOTAL BUCATI LUNGIMI IN m/ø NR.BARE/ m 1 2 PC 52 ø10 ø16 ø18 ø18 ø18 4 17.54 4 4 17.54 4 70.16 LUNGIMI IN m/ D GREUTATE PE ml(kg) GREUTATE PE DIAM.(kg) GREUTATEA TOTALA(kg) 148.8 17.60 1.998 297.3 3 4 ø10 ø18 2 5 8.80 1.70 2 5 17.6 0.617 10.86 10.86 297.3 5 70.16 8.5 5 5 5 5 5 5 140 140 5 5 5 5 5 \W0.94416; ARMARE GRINDA \W0.94416; TRANSVERSALA 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 pilot 40X60 5 5 5 5 5 5 5 5 5 5 \W2.34892; DISPUNEREA \W2.34892; PILOTILOR IN \W2.34892; RADIER 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 \W2.34892; DISPUNEREA \W2.34892; PILOTILOR IN \W2.34892; RADIER 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 Zid de Sprijin-Sectiune Transversala h1=1,72 m Ø1\H2x;=15,8°\H0.7081x; \fArial|b0|i0|c0|p34;\H1.412x;\U+03D2\Ftxt|c0;\H0.5x;1=18,897KN/m2 h2=3,68m Ø2=18,8° \U+03D2\H0.5001x;2=19,650kn/m2 h2’=0,2m h2”=0,3m M PpH P2H P2V P1H P1V G1 GP2 A B C G2 GP1 GPP 5 Verificarea presiunilor pe talpa fundatiei Verificarea la stabilitate si rasturnare Pa1=14,619 KN/m Presiunile active si pasive care actioneaza asupra zidului de sprijin D E Pa2=112,220 KN/m Pa’2=29,779 KN/m 5 Pp=18,661 KN/m A1=1,613mp A2=1,650mp Ap1=3,042mp Ap2=9,383mp App=0,489mp G1=38,712KN G2=39,6KN Gp1=57,4846KN Gp2=187,284KN Gpp=9,760 KN P1v=2,454KN/m P1h=14,411KN/m P2v=17,102KN/m P2h=110,910KN/m P2’v=4,538KN/m P2’h=29,431Kn/m Pph=18,661KN/m A1=1,613mp A2=1,650mp Ap1=3,042mp Ap2=9,383mp App=0,489mp G1=38,712KN G2=39,6KN Gp1=57,4846KN Gp2=187,284KN Gpp=9,760 KN P1v=2,454KN/m P1h=14,411KN/m P2v=17,102KN/m P2h=110,910KN/m P2’v=4,538KN/m P2’h=29,431Kn/m Pph=18,661KN/m GP1 GP2 G1 G2 P1H P1V P2H P2V P2’H P2’V P2’V P2’H PpH GP1 GP2 G1 G2 P1H P1V P2H P2V P2’H P2’V PpH 5 5 5 5 5 5 a a Verificarea unei sectiuni de zid 5 5 Schita armare zid de sprijin Pp’H 5 GPP GPP 5 5 5 A1=1,613mp A2=1,650mp Ap1=3,042mp Ap2=9,383mp App=0,489mp G1=38,712KN G2=39,6KN Gp1=57,4846KN Gp2=187,284KN Gpp=9,760 KN P1v=2,454KN/m P1h=14,411KN/m P2v=17,102KN/m P2h=110,910KN/m P2’v=4,538KN/m P2’h=29,431Kn/m Pph=18,661KN/m 5 5 9Ø25 5 10Ø18 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5