Foundation Details DWG Detail for AutoCAD

Details on a foundation of reinforced concrete masonry house

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

aut. no., abrudan eugen p.f., construction design timisoara, Polona str. tel., stirrups, flooring, concrete, ballast, filling, natural ground, the section, underlay, c.t.s, sidewalk, ballast, c.tr., flooring, concrete, ballast, filling, natural ground, stirrups, the section, c.t.s, flooring, concrete, ballast, filling, natural ground, the section, c.t.s, underlay, stirrups, flooring, concrete, ballast, filling, natural ground, the section, c.t.s, sidewalk, ballast, c.tr., stirrups, concrete cl dmax conf.cp steel concrete, stirrups, the section, flooring, concrete, ballast, filling, natural ground, the section, c.t.s, stirrups, stirrups, stirrups, the section, flooring, concrete, ballast, filling, natural ground, the section, c.t.s, underlay, sidewalk, ballast, c.tr., stirrups, flooring, concrete, ballast, filling, natural ground, the section, c.t.s, stirrups, concrete cl dmax conf.cp steel concrete, designed, Eng. e.abrudan, drawn, Eng. e.abrudan, project manager, arh. g.szekely, specification, name, signal., scale, date, project name:, beneficiary:, site:, name plate:, pr. no., phase, d.t.a.c., pl. no., expert, name, signal., requirement, building single-family house, maria ice and cornelia mariana ice, village commune village, verifier, reference, foundation details, extravilan, designed, Eng. e.abrudan, drawn, Eng. e.abrudan, project manager, arh. g.szekely, specification, name, signal., scale, date, project name:, beneficiary:, site:, name plate:, pr. no., phase, d.t.a.c., pl. no., expert, name, signal., requirement, building single-family house, maria ice and cornelia mariana ice, village commune village, verifier, reference, foundation details, extravilan

Raw text data extracted from CAD file:

AUT. NR. 10738/29.10.98 C.F.11142477 ABRUDAN EUGEN – P.F. E a PROIECTARE CONSTRUCTII TIMISOARA STR. POLONA NR.2 BL.C4 AP.1 TEL. 0728470221 \A1;197.9 \A1;5 \A1;10 \A1;10 \A1;25(0) \A1;10 \A1;10 \A1;35 \A1;90 \A1;60 \A1;38 \A1;11 \A1;11 \A1;5 \A1;10 \A1;10 \A1;25 \A1;35 \A1;90 \A1;50 \A1;12.5 \A1;25 \A1;12.5 \A1;5 \A1;10 \A1;10 \A1;25 \A1;35 \A1;90 \A1;50 \A1;12.5 \A1;25 \A1;12.5 \A1;5 \A1;10 \A1;10 \A1;25(0) \A1;10 \A1;10 \A1;35 \A1;90 \A1;60 \A1;38 \A1;11 \A1;11 \A1;25 \A1;13 \A1;25 \A1;25 \A1;70 \A1;5 \A1;10 \A1;10 \A1;25 \A1;35 \A1;90 \A1;80 \A1;27.5 \A1;25 \A1;27.5 \A1;25 \A1;25 \A1;70 \A1;5 \A1;10 \A1;10 \A1;25 \A1;35 \A1;90 \A1;50 \A1;12.5 \A1;25 \A1;12.5 \A1;10 \A1;10 \A1;5 \A1;10 \A1;10 \A1;25(0) \A1;35 \A1;90 \A1;60 \A1;38 \A1;11 \A1;11 30 30 30 30 2 etrieri d8/15 L=1.35m 1 pardoseala beton C16/20 balast umplutura teren natural 5 5 5 <>(0) ±0.00m -0.50m -1.40m 5 5 5 5 5 6d12 SECTIUNEA 1-1 1 6d12 5 5 5 2 6 hidroizolatie C.T.S trotuar balast -0.40m C.Tr. 1 pardoseala beton C12/15 balast umplutura teren natural 5 5 5 5 ±0.00m -1.40m 5 5 6d12 3 etrieri d8/15 L=1.15m 20 30 30 20 8 8 SECTIUNEA 3-3 1 6d12 5 5 5 5 -0.50m C.T.S 1 pardoseala beton C12/15 balast umplutura teren natural 5 5 5 5 ±0.00m -1.40m 5 5 6d12 SECTIUNEA 4-4 1 6d12 5 5 5 5 -0.50m C.T.S 3 7 hidroizolatie 15 15 50 6 etrieri d8/15 L=1.45m 50 1 pardoseala beton C16/20 balast umplutura teren natural 5 5 5 <>(0) ±0.00m -0.50m -1.40m 5 5 5 5 5 6d12 SECTIUNEA 2-2 1 6d12 5 5 5 C.T.S trotuar balast -0.40m C.Tr. 5 5 40 15 15 7 etrieri d8/15 L=1.25m 40 E 1 D C B 2 3 4 5 6 7 8 E D C B 1 2 3 4 5 6 7 8 F F A A A3(297×420) · BETON C16/20, XC2(RO), Cl 0.20, Dmax 31, S2, CEMII/A-S32.5R conf.CP 012/1-2007 · OTEL BETON OB37; PC52 5 5 4d14 4 20 20 20 5 etrieri d8/10/15 L=0.95m SECTIUNEA 8-8 20 -0.05m 5 4d14 4 200 L=2.25m 25 1 pardoseala beton C12/15 balast umplutura teren natural 5 5 5 5 ±0.00m -1.40m 5 5 6d12 9 9 SECTIUNEA 5-5 1 6d12 5 5 5 5 -0.50m C.T.S 40 15 15 7 etrieri d8/15 L=1.25m 40 3 etrieri d8/15 L=1.15m 20 30 20 5 5 8d18 8 20 20 20 5 etrieri d8/10/15 L=0.95m SECTIUNEA 9-9 20 -0.05m 5 8d18 8 200 L=2.25m 25 1 pardoseala beton C12/15 balast umplutura teren natural 5 5 5 5 ±0.00m -1.40m 5 5 6d12 SECTIUNEA 6-6 1 6d12 5 5 5 5 -0.50m C.T.S 3 7 hidroizolatie 5 5 trotuar balast -0.40m C.Tr. 30 30 30 30 2 etrieri d8/15 L=1.35m 1 pardoseala beton C16/20 balast umplutura teren natural 5 5 5 <>(0) ±0.00m -0.50m -1.40m 5 5 5 6d12 SECTIUNEA 7-7 1 6d12 5 5 5 2 6 C.T.S 15 15 50 6 etrieri d8/15 L=1.45m 50 E 1 D C B 2 3 4 5 6 7 8 E D C B 1 2 3 4 5 6 7 8 F F A A A3(297×420) · BETON C16/20, XC2(RO), Cl 0.20, Dmax 31, S2, CEMII/A-S32.5R conf.CP 012/1-2007 · OTEL BETON OB37; PC52 3 7 Proiectat ing. E.Abrudan Desenat ing. E.Abrudan Sef proiect arh. G.Szekely Specificatie NUME SEMN. SCARA DATA Denumire proiect: Beneficiar: Amplasament: Denumire plansa: PR. NR. FAZA D.T.A.C. PL. NR. VERIFICATOR/ EXPERT NUME SEMN. CERINTA REFERAT/EXPERTIZA NR./DATA 1:50 Dec.10 75/2010 R02 CONSTRUIRE CASA UNIFAMILIALA P+M GHETA MARIA SI GHETA CORNELIA MARIANA JUD. TIMIS, COMUNA BOLDUR, SAT SINERSIG, VERIFICATOR A1 REFERAT DETALII FUNDATII 1 EXTRAVILAN Proiectat ing. E.Abrudan Desenat ing. E.Abrudan Sef proiect arh. G.Szekely Specificatie NUME SEMN. SCARA DATA Denumire proiect: Beneficiar: Amplasament: Denumire plansa: PR. NR. FAZA D.T.A.C. PL. NR. VERIFICATOR/ EXPERT NUME SEMN. CERINTA REFERAT/EXPERTIZA NR./DATA 1:50 Dec.10 75/2010 R03 CONSTRUIRE CASA UNIFAMILIALA P+M GHETA MARIA SI GHETA CORNELIA MARIANA JUD. TIMIS, COMUNA BOLDUR, SAT SINERSIG, VERIFICATOR A1 REFERAT DETALII FUNDATII 2 EXTRAVILAN 5