Apartment Building – Romagna DWG Full Project for AutoCAD

Apartment Building – Romagna DWG Full Project for AutoCAD

Apartment building project architecture and structure Height: 8 – storey ground floor basement Structural system: reinforced concrete frames and Diaphragms monolith.

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

description, fscm no., scales, size, areas, rev, dwg no., sheet, rev, Revisions, data, Approved, bereala oresta, ing. i.v.berliba, project, new new household, s.c.cotu buhii s.r.l. the mouth of humor, c.arh.liviu dolcean, plană nr., ing. silvia orheian, c.arh.liviu dolcean, phase p.a.c, board:, project:, date:, scale:, signature, name, contributor, architecture, project manager, specification, requirement, name, signature, expert, verifiers, detail, sc srl iasi, ing. i.v.berliba, project, new new tourism, s.c.cotu buhii s.r.l. the mouth of humor, c.arh.liviu dolcean, plană nr., ing. silvia orheian, c.arh.liviu dolcean, phase p.a.c, board:, project:, date:, scale:, signature, name, contributor, architecture, project manager, specification, requirement, name, signature, expert, verifiers, rear facade, sc srl iasi, ing. i.v.berliba, project, new new tourism, s.c.cotu buhii s.r.l. the mouth of humor, c.arh.liviu dolcean, plană nr., ing. silvia orheian, c.arh.liviu dolcean, phase p.a.c, board:, project:, date:, scale:, signature, name, contributor, architecture, project manager, specification, requirement, name, signature, expert, verifiers, left side facade, sc srl iasi, ing. i.v.berliba, project, new new tourism, s.c.cotu buhii s.r.l. the mouth of humor, c.arh.liviu dolcean, plană nr., ing. silvia orheian, c.arh.liviu dolcean, phase p.a.c, board:, project:, date:, scale:, signature, name, contributor, architecture, project manager, specification, requirement, name, signature, expert, verifiers, main facade, sc srl iasi, ing. i.v.berliba, project, new new tourism, s.c.cotu buhii s.r.l. the mouth of humor, c.arh.liviu dolcean, plană nr., ing. silvia orheian, c.arh.liviu dolcean, phase p.a.c, board:, project:, date:, scale:, signature, name, contributor, architecture, project manager, specification, requirement, name, signature, expert, verifiers, right side facade, sc srl iasi, ing. i.v.berliba, project, new new tourism, s.c.cotu buhii s.r.l. the mouth of humor, c.arh.liviu dolcean, plană nr., ing. silvia orheian, c.arh.liviu dolcean, phase p.a.c, board:, project:, date:, scale:, signature, name, contributor, architecture, project manager, specification, requirement, name, signature, expert, verifiers, left side facade, e.a.bieltz nr. sibiu, balcony, mosaic, IEA, floor tiles, balcony, mosaic, home, stairs, IEA, floor tiles, storage closet, bathroom, staircase, mosaic, balcony, mosaic, balcony, mosaic, balcony, mosaic, balcony, mosaic, balcony, mosaic, balcony, mosaic, hall, mosaic, hall, mosaic, bathroom, floor tiles, bedroom, parquet, living room, parquet, bathroom, floor tiles, bathroom, floor tiles, living room, parquet, bedroom, parquet, bedroom, parquet, kitchen, mosaic, bedroom, parquet, storage closet, pantry, bedroom, parquet, kitchen, mosaic, kitchen, mosaic, IEA, floor tiles, ormitor, parquet, iving, parquet, Ebara, mosaic, bitter, mosaic, hall, mosaic, hall, mosaic, bitter, mosaic, Ebara, mosaic, ucatarie, mosaic, iving, parquet, ormitor, parquet, IEA, floor tiles, pantry, balcony, mosaic, mouthwatering mouth, pl., no., floor plan, prof.dr.ing., Macedon, Itra, date, June, scale, diploma project, block of flats, an c.c.i.a. gr, tomus, Mircea, name, technical University, from, building faculty, and installations, drawn, verified, signed, beam, up, up, up, up, the field strip, up, up, up, concrete, in the equator layer, exit channel, salvage, basement cement, room shelter civil defense cement sclivis

Raw text data extracted from CAD file:

DESCRIPTION FSCM NO. SCALE SIZE ZONE REV DWG NO. SHEET REV REVISIONS DATE APPROVED -1,02 0,00 + - +0,60 6,05 + -1,17 +11,75 +10,20 +8,30 +4,855 Belei Oresta ing. I.V.Berliba Proiect nr.25/04 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Anexa gospodareasca P+E A 1 11.2004 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori R03 Detaliu nod-sarpanta 1:20 -1,02 0,00 + - +0,60 6,05 + -1,17 +11,75 +10,20 +8,30 +4,855 SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A08 Fatada posterioara 1:100 +11,75 +9,85 +5,90 +3,25 0,00 + - SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A07 Fatada laterala stanga 1:100 +11,75 +10,20 +3,35 -1,02 +8,30 0,00 + - +4,855 +2,95 +9,80 -1,02 0,00 + - +0,60 6,05 + -1,17 SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A06 Fatada principala 1:100 +11,75 +10,20 +8,30 +4,855 +3,35 -1,02 0,00 + - SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A09 Fatada laterala dreapta 1:100 +11,75 +9,85 +5,90 +3,25 0,00 + - SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A07 Fatada laterala stanga 1:100 \T0.9;tel. 07420796658/0741154824 \T0.9;str. E.A.Bieltz Nr. 91, Sibiu e c o r o m 12 1,22 5 5 62 5 3,62 5 P1 A 17TR 28X17.4 A \L90\l 210 60 60 70 12 5 37 5 20 p=100 P5 P8 C D BALCON mozaic 4.7mp A B AIE gresie 6.68 mp P2 P2 p=1.20 p=1.20 p=0.90 BALCON mozaic 4.7mp Casa scari 14.8 mp B AIE gresie 6.68 mp Debara 6.5mp Baie 8.0mp Casa scarii mozaic 45.9mp BALCON mozaic 4.72mp BALCON mozaic 3.3mp BALCON mozaic 4.3mp BALCON mozaic 4.4mp BALCON mozaic 3.3mp BALCON mozaic 3.35mp HOL mozaic 28.7mp HOL mozaic 34.8mp BAIE gresie 4.7mp DORMITOR parchet 19. 7 mp LIVING parchet 3 4 . 9 mp BAIE gresie 8 mp BAIE gresie 8 mp LIVING parchet 3 4 . 9 mp DORMITOR parchet 19. 7 mp DORMITOR parchet 19. 75 mp BUCATARIE mozaic 14.3mp P10 P9 P8 P4 P3 P7 P6 P4 P3 P2 P1 DORMITOR parchet 1 7 . 6 2mp p=90 p=100 Debara 8.0mp Camara 2.9mp DORMITOR parchet 17.6 2 mp BUCATARIE mozaic 18.9mp BUCATARIE mozaic 15.5mp 4 3 2 1 B E F G H A B AIE gresie 8mp D ORMITOR parchet 16.5 5 mp L IVING parchet 24. 55mp D EBARA mozaic 2.5mp C AMARA mozaic 4.24mp HOL mozaic 22.6mp HOL mozaic 22.6mp C AMARA mozaic 4.24mp D EBARA mozaic 2.5mp B UCATARIE mozaic 14 .3 mp L IVING parchet 24. 55mp D ORMITOR parchet 16.5 5 mp B AIE gresie 8mp p=90 p=90 p=90 p=90 p=90 p=90 p=90 p=90 Camara 2.9mp p=100 P1 P1 P1 P1 P1 P1 P3 P3 P3 P4 P4 BALCON mozaic 3.35mp P1 P1 A gura de colectare ape fluviale 15mm 10tr 0.28x3.6 Pl. Nr. 3. PLAN PARTER Prof.dr.ing. Macedon Du m itra s Data iunie 2007 Scara 1:100 PROIECT DE DIPLOMA BLOC LOCUINTE S+P+8E AN V C.C.I.A. Gr 3254\b Tomus Mircea Numele UNIVERSITATEA TEHNICA DIN CLUJ-NAPOCA FACULTATEA DE CONSTRUCTII SI INSTALATII Desenat Verificat Semnat A1 1:100 P8 P8 P1 P1 P1 P8 P8 P8 P8 P9 P8 P8 P5 P7 P6 P6 P6 P5 P5 P5 P2 P2 P2 P2 P2 15.05 14.55 11.8 12.3 12.9 9.75 9.15 8.65 6.20 6.80 5.70 3.85 3.25 2.75 18.00 18.6 17.5 15.65 23.4 23.9 24.5 21.55 20.95 20.45 8.00 10.95 14.1 16.85 19.8 22.75 25.1 5.05 17.5 15.05 15.65 14.55 11.8 12.3 12.9 9.75 9.15 8.65 6.20 6.80 5.70 3.85 3.25 2.75 23.4 23.9 24.5 21.55 20.95 20.45 18.00 18.6 2.10 -0.762 -0.162 p=90 p=90 \A1;55.0 \A1;35.0 Grinda 35x55 26.04130520341471 26.04130520341471 10 sus d6/25 12 8 d6/25 d6/25 sus sus d6/25 11.6 sus 6/25 \U+2205 sus 38 \U+2205 12/15 L=6.5 38 30 30 OB 37 \U+2205 \A1;14 \A1;14 A Fasia de camp -3.082 -4.212 \U+2205 18/16.5 L=4.78 SUS 2 8 7 8 9 18/11 \U+2205 L=1.8 sus 10 11 \U+2205 28/11 L=9.38 SUS 14 A \U+0163el PC52 O C6/7.5 Beton C20/25 - în radier - în strat de egalizare d8/25 2 Canal de iesire de salvare L=10m 4 3 1 A Pivnita ciment sclivisit s=32.32mp Pivnita ciment sclivisit s=32.32mp Pivnita ciment sclivisit s=32.32mp Pivnita ciment sclivisit s=32.32mp Pivnita ciment sclivisit s=32.32mp Pivnita ciment sclivisit s=32.32mp Pivnita ciment sclivisit s=32.32mp Incapere adapost aparare civila s=32.05mp ciment sclivisit P1 P1 1 \LNota: \lArmarea peretilor de la subsol se va face cu plase STNB d5/20, se va folosi betonul C12/15 iar la partea inferioara se vor rigidiza cu etrieri d6/25 din OB 37 iar ca armaturi longitudinale se vor folosi 3 d12+3d12 din Pc 52. Pl. Nr. 2. PLAN SUBSOL Data iunie Scara 1:100 PROIECT DE DIPLOMA BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat Incapere adapost aparare civila s=31.87mp ciment sclivisit Incapere adapost aparare civila s=32.05mp ciment sclivisit Pivnita ciment sclivisit s=32.32mp Pivnita ciment sclivisit s=33.94mp gura de colectare ape fluviale 15mm 4,20 4,20 4,20 4,20 4,20 4,20 4,20 30 4,05 20 4,00 20 4,00 20 30 3,90 30 3,90 40 3,95 30 3,90 1,125 60 1,50 60 1,50 60 1,50 60 1,50 60 1,50 60 1,50 60 1,50 60 10,90 70 2,125 30,15 B C D E F G H 70 60 60 60 60 60 60 60 60 Stingatoare portative Tablou electric Spatiu tehnic ciment sclivisit s=24.3mp Casa liftului s=7.66mp Pivnita ciment sclivisit s=33.94mp Pivnita ciment sclivisit s=15.81mp Pivnita ciment sclivisit s=15.81mp s=12mp ciment sclivisit Grup sanitar s=15mp ciment sclivisit s=15.09mp ciment sclivisit 4,20 4,20 4,20 4,20 4,20 4,20 4,20 112,5 60 150 60 150 60 150 60 150 60 150 60 150 60 150 60 150 60 150 60 150 60 150 60 150 60 150 60 112,5 60 60 60 60 60 60 60 60 60 60 60 60 60 60 30,15 5 30 4,05 4,00 20 20 4,00 20 4,00 4,00 20 4,00 20 4,05 30 A B C D E F G H Adapost aparare civila 1,575 90 1,575 20 1,55 90 1,55 20 1,55 90 4,25 90 55 30 3,90 30 3,90 30 3,90 40 2,10 2,10 2,10 2,10 1,55 20 90 1,55 1,575 20 1,575 90 2,10 2,10 30 1,55 80 1,80 1,20 35 UE UME Sas s=2.44mp 8,40 4,20 8,40 21,95 40 8,20 30 3,90 30 8,30 30 40 3,75 80 3,65 30 1,55 80 1,55 30 1,20 90 6,20 30 2,10 1,80 1,80 40 3,75 80 365 30 1,55 80 1,55 30 1,20 90 6,20 30 2,10 1,80 1,80 90 1,25 20 3,75 20 8,60 30 80 1,80 25 2,10 1,50 90 6,20 30 2,10 30 6,20 90 1,25 20 75 90 235 20 8,35 30 30 8,35 20 75 90 2,35 20 835 30 2,10 2,10 2,10 8,40 80 3,40 8,40 21,95 1 1-1 2 4 3 1 BALCON mozaic 4.7mp A B AIE gresie p=1.20 p=1.20 p=0.90 BALCON mozaic 4.7mp Casa scari B AIE gresie Debara s=6.5mp Baie s=8.00 mp Casa scarii mozaic 45.9mp BALCON mozaic 4.72mp BALCON mozaic 3.3mp BALCON mozaic 4.3mp BALCON mozaic 4.4mp BALCON mozaic 3.3mp BALCON mozaic 3.35mp HOL mozaic s=28.70 mp HOL mozaic s=34.8 mp BAIE gresie s=4.70mp DORMITOR parchet LIVING parchet BAIE gresie BAIE gresie 8 mp LIVING parchet DORMITOR parchet DORMITOR parchet BUCATARIE mozaic s=14,30 mp P4 DORMITOR parchet p=90 p=100 Debara s=8.00mp Camara 2.90mp DORMITOR parchet BUCATARIE mozaic BUCATARIE mozaic s=15.50 mp B AIE gresie 8mp D ORMITOR parchet L IVING parchet D EBARA mozaic 2.50 mp C AMARA mozaic s=4,24 mp HOL mozaic 22.6mp HOL mozaic 22.6mp mozaic 4.24mp B UCATARIE mozaic L IVING parchet D ORMITOR parchet 16.5 5 mp B AIE gresie 8mp p=90 p=90 p=90 p=90 p=90 p=90 p=90 p=90 Camara 2.9mp p=100 BALCON mozaic 3.35mp A P5 10 TR 28X18 CAMARA 10 TR 28X18 Pl. Nr. 3. PLAN PARTER Data iunie Scara 1:100 PROIECT DE DIPLOMA BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat 1,25 90 1,50 1,35 90 90 3,00 2,10 2,025 2,10 1,875 90 1,50 1,60 90 90 6,40 2,10 1,20 1,20 2,10 1,20 1,20 2,10 1,20 1,20 2,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 3010 35 35 A B C D E F G H 10 20 4,175 15 2,475 15 1,425 15 4,05 15 4,025 20 4,025 15 2,475 15 1,425 15 4,175 20 10 1,20 20 4,175 1,425 15 15 10 20 4,175 15 2,475 15 1,425 15 4,375 20 3,675 20 4,00 15 2,475 15 1,425 15 4,175 20 10 1,20 20 6,00 15 4,175 20 10 15 1,275 90 2,525 90 4,20 90 1,725 20 2,10 2,10 2,10 15 2,675 20 4,025 15 4,05 15 s=17,62 mp s=24,55 mp s=19,75 mp s=19,70 mp s=34,90 mp s=16,55 mp s=6,68 mp s=17,62 mp s=14,30 mp s=24,55 mp s=14,80 mp s=19,70 mp s=18,90 mp s=34,90 mp 15 1,425 15 4,175 20 15 90 10 15 265 20 1,95 20 12 1,70 2,475 15 Debara s=2,50 mp 2,10 s=8,00 mp 20 4,025 15 4,175 10 20 10,40 20 1,25 90 2,55 90 2,95 2,10 2,10 s=6,68 mp 1,25 90 1,50 1,35 90 90 3,00 2,10 2,55 90 1,95 2,10 1,60 90 90 6,40 90 1,20 1,20 2,10 1,20 2,10 1,20 1,20 2,10 2,10 2,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 30,10 35 35 6,15 1,20 2,20 60 1,60 60 2,20 1,20 6,15 1,20 60 60 1,20 8,40 4,20 8,40 21,90 35 35 1,20 10 20 8,475 15 1,925 20 1,925 15 8,475 20 10 1,20 10 80 75 70 75 1,20 1,20 15 4,90 2,10 1,20 1,20 15 4,90 2,10 80 10 2,10 2,10 10 20 2,275 15 2,50 15 1,50 25 80 1,95 90 10 10 90 2,10 2,10 2,10 1,95 80 2,10 10 20 4,90 15 1,50 15 2,00 20 1,20 30 2,00 20 2,00 15 1,50 15 4,90 20 10 4,25 1,80 12 12 1,80 12 80 10 10 90 1,50 90 10 20 2,45 15 6,10 20 10 2,10 2,10 2,10 10 20 1,50 245 15 6,10 1,20 20 10 5,95 15 1,00 15 3,30 20 3,30 15 1,00 15 10 20 3,05 15 5 90 302,5 90 70 90 3,05 90 15 3,05 20 10 5 2,10 2,10 70 2,10 2,10 2,10 2,10 1,30 10 20 4,275 15 6,10 20 1,925 15 4,05 15 4,275 20 10 1,40 90 1,50 1,90 2,10 1,70 60 1,20 60 2,15 2,10 1,90 1,50 90 1,40 2,10 1,20 1,20 60 60 1,20 1,20 1,20 8,40 4,20 8,40 21,90 35 35 2,95 A B C D E F G H 2 4 3 1 2 4 3 1 BALCON mozaic 4.7mp A B AIE gresie p=1.20 p=1.20 p=0.90 BALCON mozaic 4.7mp B AIE gresie Debara s=6.5mp Baie s=8.00 mp Casa scarii mozaic 45.9mp BALCON mozaic 4.72mp BALCON mozaic 3.3mp BALCON mozaic 4.3mp BALCON mozaic 4.4mp BALCON mozaic 3.3mp BALCON mozaic 3.35mp HOL mozaic s=28.70 mp HOL mozaic s=34.8 mp BAIE gresie s=4.70mp DORMITOR parchet LIVING parchet BAIE gresie BAIE gresie 8 mp LIVING parchet DORMITOR parchet DORMITOR parchet BUCATARIE mozaic s=14,30 mp P4 DORMITOR parchet p=90 p=100 Debara s=8.00mp Camara 2.90mp DORMITOR parchet BUCATARIE mozaic BUCATARIE mozaic s=15.50 mp B AIE gresie 8mp D ORMITOR parchet L IVING parchet D EBARA mozaic 2.50 mp C AMARA mozaic s=4,24 mp HOL mozaic 22.6mp HOL mozaic 22.6mp mozaic 4.24mp B UCATARIE mozaic L IVING parchet D ORMITOR parchet 16.5 5 mp B AIE gresie 8mp p=90 p=90 p=90 p=90 p=90 p=90 p=90 p=90 Camara 2.9mp p=100 BALCON mozaic 3.35mp A P5 CAMARA Pl. Nr. 4. PLAN ETAJ 1,2 Data iunie Scara 1:100 PROIECT DE DIPLOMA BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat 6,40 90 90 1,60 1,50 90 1,875 2,10 2,025 2,10 3,00 90 90 1,35 1,50 90 1,25 2,10 1,20 1,20 2,10 1,20 1,20 2,10 1,20 1,20 2,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 3010 35 35 A B C D E F G H 1,20 10 20 4,175 15 1,425 15 2,475 15 4,025 20 4,025 15 4,05 15 1,425 15 2,475 15 4,175 20 10 20 4,175 15 1,425 15 1,20 10 20 4,175 15 1,425 15 2,475 15 4,00 20 3,675 20 4,375 15 1,425 15 2,475 15 4,175 20 10 10 20 4,175 15 6,00 20 20 1,725 90 4,20 90 2,525 90 1,275 15 2,10 2,10 2,10 15 2,675 20 4,025 15 4,05 15 s=17,62 mp s=24,55 mp s=19,75 mp s=19,70 mp s=34,90 mp s=16,55 mp s=6,68 mp s=17,62 mp s=14,30 mp s=24,55 mp s=14,80 mp s=19,70 mp s=18,90 mp s=34,90 mp 20 4,175 15 1,425 15 15 2,475 15 10 90 20 15 265 20 1,95 12 1,70 Debara s=2,50 mp 2,10 s=8,00 mp 20 4,025 15 4,175 20 10 10,40 20 2,95 90 2,55 90 1,25 2,10 2,10 s=6,68 mp 6,40 90 90 1,60 2,10 1,95 2,55 2,10 3,00 90 90 1,35 1,50 90 1,25 1,80 1,20 1,20 1,20 2,10 1,20 1,20 2,10 1,20 2,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 30,10 35 35 6,15 1,20 2,20 60 1,60 60 2,20 1,20 6,15 1,20 60 60 1,20 8,40 4,20 8,40 21,90 35 35 1,20 10 20 8,475 15 1,925 20 1,925 15 8,475 20 10 1,20 4,90 15 1,20 1,20 75 70 75 80 10 2,10 1,20 1,20 15 4,90 2,10 10 80 2,10 2,10 90 10 10 90 1,95 80 25 1,50 15 2,50 15 2,275 20 10 2,10 2,10 2,10 1,95 80 2,10 10 20 4,90 15 1,50 15 2,00 20 2,00 30 1,20 20 2,00 15 1,50 15 4,90 20 10 4,25 12 1,80 12 1,80 12 10 20 6,10 15 2,45 20 10 90 1,50 90 10 10 80 2,10 2,10 2,10 10 20 245 15 6,10 20 10 1,20 15 1,00 15 3,30 20 3,30 15 1,00 15 5,95 10 20 3,05 15 90 3,05 90 70 90 302,5 90 5 15 3,05 20 10 5 2,10 2,10 70 2,10 2,10 2,10 2,10 1,30 10 20 4,275 15 4,05 15 1,925 20 6,10 15 4,275 20 10 1,40 90 1,50 1,90 2,10 2,15 60 1,20 60 1,70 2,10 1,90 1,50 90 1,40 2,10 1,20 1,20 60 60 1,20 1,20 1,20 8,40 4,20 8,40 21,90 35 35 A B C D E F G H 2 4 3 1 2 4 3 1 Uscatorie 1,20 40 2,10 BALCON mozaic 4.7mp A B AIE gresie p=1.20 p=1.20 p=0.90 BALCON mozaic 4.7mp B AIE gresie Debara s=6.5mp Baie s=8.00 mp Casa scarii mozaic 45.9mp BALCON mozaic 4.72mp BALCON mozaic 3.3mp BALCON mozaic 4.3mp BALCON mozaic 4.4mp BALCON mozaic 3.3mp BALCON mozaic 3.35mp HOL mozaic s=28.70 mp HOL mozaic s=34.8 mp BAIE gresie s=4.70mp DORMITOR parchet LIVING parchet BAIE gresie BAIE gresie 8 mp LIVING parchet DORMITOR parchet DORMITOR parchet BUCATARIE mozaic s=14,30 mp P4 DORMITOR parchet p=90 p=100 Debara s=8.00mp Camara 2.90mp DORMITOR parchet BUCATARIE mozaic BUCATARIE mozaic s=15.50 mp B AIE gresie 8mp D ORMITOR parchet L IVING parchet D EBARA mozaic 2.50 mp C AMARA mozaic s=4,24 mp HOL mozaic 22.6mp HOL mozaic 22.6mp mozaic 4.24mp B UCATARIE mozaic L IVING parchet D ORMITOR parchet 16.5 5 mp B AIE gresie 8mp p=90 p=90 p=90 p=90 p=90 p=90 p=90 p=90 Camara 2.9mp p=100 BALCON mozaic 3.35mp A P5 CAMARA Pl. Nr. 4. PLAN ETAJ 3,4,5 Data iunie Scara 1:100 BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat 6,40 90 90 1,60 1,50 90 1,875 2,10 2,025 2,10 3,00 90 90 1,35 1,50 90 1,25 2,10 1,20 1,20 2,10 1,20 1,20 2,10 1,20 1,20 2,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 3010 35 35 A B C D E F G H 1,20 10 20 4,175 15 1,425 15 2,475 15 4,025 20 4,025 15 4,05 15 1,425 15 2,475 15 4,175 20 10 20 4,175 15 1,425 15 1,20 10 20 4,175 15 1,425 15 2,475 15 4,00 20 3,675 20 4,375 15 1,425 15 2,475 15 4,175 20 10 10 20 4,175 15 6,00 20 20 1,725 90 4,20 90 2,525 90 1,275 15 2,10 2,10 2,10 15 2,675 20 4,025 15 4,05 15 s=17,62 mp s=24,55 mp s=19,75 mp s=19,70 mp s=34,90 mp s=16,55 mp s=6,68 mp s=17,62 mp s=14,30 mp s=24,55 mp s=14,80 mp s=19,70 mp s=18,90 mp s=34,90 mp 20 4,175 15 1,425 15 15 2,475 15 10 90 20 15 265 20 1,95 12 1,70 Debara s=2,50 mp 2,10 s=8,00 mp 20 4,025 15 4,175 20 10 10,40 20 2,95 90 2,55 90 1,25 2,10 2,10 s=6,68 mp 6,40 90 90 1,60 2,10 1,95 2,55 2,10 3,00 90 90 1,35 1,50 90 1,25 1,80 1,20 1,20 1,20 2,10 1,20 1,20 2,10 1,20 2,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 30,10 35 35 6,15 1,20 2,20 60 1,60 60 2,20 1,20 6,15 1,20 60 60 1,20 8,40 4,20 8,40 21,90 35 35 1,20 10 20 8,475 15 1,925 20 1,925 15 8,475 20 10 1,20 4,90 15 1,20 1,20 75 70 75 80 10 2,10 1,20 1,20 15 4,90 2,10 10 80 2,10 2,10 90 10 10 90 1,95 80 25 1,50 15 2,50 15 2,275 20 10 2,10 2,10 2,10 1,95 80 2,10 10 20 4,90 15 1,50 15 2,00 20 2,00 30 1,20 20 2,00 15 1,50 15 4,90 20 10 4,25 12 1,80 12 1,80 12 10 20 6,10 15 2,45 20 10 90 1,50 90 10 10 80 2,10 2,10 2,10 10 20 245 15 6,10 20 10 1,20 15 1,00 15 3,30 20 3,30 15 1,00 15 5,95 10 20 3,05 15 90 3,05 90 70 90 302,5 90 5 15 3,05 20 10 5 2,10 2,10 70 2,10 2,10 2,10 2,10 1,30 10 20 4,275 15 4,05 15 1,925 20 6,10 15 4,275 20 10 1,40 90 1,50 1,90 2,10 2,15 60 1,20 60 1,70 2,10 1,90 1,50 90 1,40 2,10 1,20 1,20 60 60 1,20 1,20 1,20 8,40 4,20 8,40 21,90 35 35 A B C D E F G H 2 4 3 1 2 4 3 1 Uscatorie 40 1,20 2,10 BALCON mozaic 4.7mp A B AIE gresie p=1.20 p=1.20 p=0.90 BALCON mozaic 4.7mp B AIE gresie Debara s=6.5mp Baie s=8.00 mp Casa scarii mozaic 45.9mp BALCON mozaic 4.72mp BALCON mozaic 3.3mp BALCON mozaic 4.3mp BALCON mozaic 4.4mp BALCON mozaic 3.3mp BALCON mozaic 3.35mp HOL mozaic s=28.70 mp HOL mozaic s=34.8 mp BAIE gresie s=4.70mp DORMITOR parchet LIVING parchet BAIE gresie BAIE gresie 8 mp LIVING parchet DORMITOR parchet DORMITOR parchet BUCATARIE mozaic s=14,30 mp P4 DORMITOR parchet p=90 p=100 Debara s=8.00mp Camara 2.90mp DORMITOR parchet BUCATARIE mozaic BUCATARIE mozaic s=15.50 mp B AIE gresie 8mp D ORMITOR parchet L IVING parchet D EBARA mozaic 2.50 mp C AMARA mozaic s=4,24 mp HOL mozaic 22.6mp HOL mozaic 22.6mp mozaic 4.24mp B UCATARIE mozaic L IVING parchet D ORMITOR parchet 16.5 5 mp B AIE gresie 8mp p=90 p=90 p=90 p=90 p=90 p=90 p=90 p=90 Camara 2.9mp p=100 BALCON mozaic 3.35mp A P5 CAMARA Pl. Nr. 4. PLAN ETAJ 6,7,8 Data Scara 1:100 BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat 6,40 90 90 1,60 1,50 90 1,875 2,10 2,025 2,10 3,00 90 90 1,35 1,50 90 1,25 2,10 1,20 1,20 2,10 1,20 1,20 2,10 1,20 1,20 2,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 3010 35 35 A B C D E F G H 1,20 10 20 4,175 15 1,425 15 2,475 15 4,025 20 4,025 15 4,05 15 1,425 15 2,475 15 4,175 20 10 20 4,175 15 1,425 15 1,20 10 20 4,175 15 1,425 15 2,475 15 4,00 20 3,675 20 4,375 15 1,425 15 2,475 15 4,175 20 10 10 20 4,175 15 6,00 20 20 1,725 90 4,20 90 2,525 90 1,275 15 2,10 2,10 2,10 15 2,675 20 4,025 15 4,05 15 s=17,62 mp s=24,55 mp s=19,75 mp s=19,70 mp s=34,90 mp s=16,55 mp s=6,68 mp s=17,62 mp s=14,30 mp s=24,55 mp s=14,80 mp s=19,70 mp s=18,90 mp s=34,90 mp 20 4,175 15 1,425 15 15 2,475 15 10 90 20 15 265 20 1,95 12 1,70 Debara s=2,50 mp 2,10 s=8,00 mp 20 4,025 15 4,175 20 10 10,40 20 2,95 90 2,55 90 1,25 2,10 2,10 s=6,68 mp 6,40 90 90 1,60 2,10 1,95 2,55 2,10 3,00 90 90 1,35 1,50 90 1,25 1,80 1,20 1,20 1,20 2,10 1,20 1,20 2,10 1,20 2,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 30,10 35 35 6,15 1,20 2,20 60 1,60 60 2,20 1,20 6,15 1,20 60 60 1,20 8,40 4,20 8,40 21,90 35 35 1,20 10 20 8,475 15 1,925 20 1,925 15 8,475 20 10 1,20 4,90 15 1,20 1,20 75 70 75 80 10 2,10 1,20 1,20 15 4,90 2,10 10 80 2,10 2,10 90 10 10 90 1,95 80 25 1,50 15 2,50 15 2,275 20 10 2,10 2,10 2,10 1,95 80 2,10 10 20 4,90 15 1,50 15 2,00 20 2,00 30 1,20 20 2,00 15 1,50 15 4,90 20 10 4,25 12 1,80 12 1,80 12 10 20 6,10 15 2,45 20 10 90 1,50 90 10 10 80 2,10 2,10 2,10 10 20 245 15 6,10 20 10 1,20 15 1,00 15 3,30 20 3,30 15 1,00 15 5,95 10 20 3,05 15 90 3,05 90 70 90 302,5 90 5 15 3,05 20 10 5 2,10 2,10 70 2,10 2,10 2,10 2,10 1,30 10 20 4,275 15 4,05 15 1,925 20 6,10 15 4,275 20 10 1,40 90 1,50 1,90 2,10 2,15 60 1,20 60 1,70 2,10 1,90 1,50 90 1,40 2,10 1,20 1,20 60 60 1,20 1,20 1,20 8,40 4,20 8,40 21,90 35 35 A B C D E F G H 2 4 3 1 2 4 3 1 Uscatorie 40 1,20 2,10 17 TR 28X17,4 17 TR 28X17,4 17 TR 28X17,4 17 TR 28X17,4 A Gol pentru acces pe terasa PLAN ACOPERIS TERASA Scurgere ape pluviale Ø15cm 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 2.5% 7.87% +27.00 +27.00 +27.00 +27.00 +26.60 +26.60 +26.60 +26.60 +26.60 7.87% Pl. Nr. 4. PLAN ACOPERIS Data Scara 1:100 BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat 4,20 4,20 4,20 4,20 4,20 4,20 4,20 30,10 4,20 4,20 4,20 4,20 4,20 4,20 4,20 30,10 8,40 4,20 8,40 21,90 8,40 4,20 8,40 21,90 Pl. Nr. 4. FATADA PRINCIPALA Data Scara 1:100 BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat Pl. Nr. 4. FATADA LATERALA STG. Data Scara 1:100 BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat -2.95 -+0.00 -1.80 +2.95 Grinda 35x55 13 15 Polistiren 10cm B AIE 8.2 HOL 17.4 8.8 35 55 15 Grinda 35x55 PARDOSEALA 8.2cm PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA 8.2 13 Grinda 35x55 MOZAIC TURNAT 6.5CM PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA Casa scarii LEGENDA: 13 17.4 HOL Grinda 35x55 15 PARDOSEALA 8.2cm PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA Perete B.C.A 15CM 90.0 55.0 Grinda 35x55 8.8 55.0 +5.9 Grinda 35x55 13 15 Polistiren 10cm B AIE 8.2 HOL 8.8 20 10 35 55 15 Polistiren 10cm Grinda 35x55 B AIE PARDOSEALA 8.2cm PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA 8.2 13 Grinda 35x55 MOZAIC TURNAT 6.5CM PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA Casa scarii HOL Perete B.C.A 15CM Casa scarii VOPSEA LAVABIALA GLET IPSOS TENCUIALA 2-3cm 35x55 Grinda 13 VOPSEA LAVABIALA GLET IPSOS TENCUIALA 2-3cm PLACA MONOLITA 13cm PARDOSEALA 8.2cm 35x55 Grinda 15 55 35 8.8 PLACA MONOLITA 13cm MOZAIC TURNAT 6.5CM +23.6 -4.212 -4.082 -3.082 Gresie + mortar de ciment 2.5cm sapa de egalizare 3cm placi de vata minerala 10cm Radier 1m Beton C6\7.5 de protectie hidroizolatie Hidroizolatie beton de egalizare C6\7.5 3cm 2.5% 2.5% 8.2 Perete B.C.A 20CM Polistiren 10cm 10 Perete B.C.A 15CM HOL B AIE 20 55.0 Grinda 35x55 55.0 35.0 35.0 63.8 Grinda 35x55 Perete B.C.A 15CM Grinda 35x55 63.8 35.0 35.0 55.0 Grinda 35x55 55.0 90.0 210.0 PARDOSEALA 8.2cm PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA Perete B.C.A 15CM +23.6 120.0 90.0 Perete B.C.A 20CM 55.0 Grinda 35x55 8.8 55.0 8.2 Perete B.C.A 20CM 8.2 8.8 Grinda 35x55 55.0 55.0 63.8 PARDOSEALA 8.2cm PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA Grinda 35x55 63.8 35.0 35.0 55.0 16.6 Grinda 35x55 55.0 +5.9 120.0 Perete B.C.A 20CM 8.2 20 10 Polistiren 10cm B AIE Perete B.C.A 20CM 8.2 17.4 HOL Perete B.C.A 15CM POLISTIREN BETON ARMAT -1.80 -0.017 -+0.00 C D 5 PARDOSEALA 8.2cm PLACA MONOLITA 13cm POLISTIREN EXTRUDAT 5cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA -nivel teren natural -placa prefabricata din beton 8cm. -trotuar asfalt turnat 2-3cm.panta 2-3% -fundatie bordura B35 20x20cm. -mortar M.50 2cm. -nivel asfalt -dop de bitum 2cm. -balast marunt 8-10cm. -mortar de ciment M100 2cm. -bordura mozaicata prefabricata din beton 10x14 PIVNITA SAS TENCUIALA EXTERIOARA 3 CM CARAMIDA PLINA 12.5CM HIDROIZOLATIE MEMBRANA BITUMINOASA 3 STRATURI PERETE BETON ARMAT 30CM TENCUIALA INTERIOARA 2-3 CM GLET DE IPSOS VOPSEA LAVABILA 14.9 Perete B.A 40cm Perete B.A 30cm Perete B.C.A 15CM Perete B.C.A 20CM PARDOSEALA 8.2cm PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA B AIE HOL Casa scarii MOZAIC TURNAT 6.5CM PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA Grinda 35x55 Grinda 35x55 Polistiren 10cm 15 55 35 13 8.2 10 20 8.8 Polistiren 10cm B AIE 17.4 17.4 17.4 15 17.4 17.4 8.2 13 8.2 13 13 8.2 B AIE Polistiren 10cm Grinda 35x55 Grinda 35x55 MOZAIC TURNAT 6.5CM PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA Perete B.A 30cm HOL Casa scarii INCAPERE ADAPOST DE APARARE CIVILA GRUP SANITAR PARDOSEALA 8.2cm PLACA MONOLITA 13cm POLISTIREN EXTRUDAT 5 cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA PARDOSEALA 8.2cm PLACA MONOLITA 13cm TENCUIALA 2-3cm GLET IPSOS VOPSEA LAVABIALA Perete B.C.A 15CM Grinda 35x55 Grinda 35x55 Grinda 35x55 273.8 295.0 218.8 273.8 210.0 63.8 295.0 35.0 35.0 35.0 55.0 35.0 55.0 55.0 55.0 120.0 90.0 8.8 55.0 35.0 Perete B.C.A 20CM 16.6 8.2 13 \A1;273.8 INCAPERE ADAPOST DE APARARE CIVILA 16.6 Perete B.C.A 20CM 35.0 90.0 120.0 35.0 210.0 +2.95 Perete B.C.A 15CM 55.0 55.0 35.0 35.0 90.0 63.8 Grinda 35x55 Grinda 35x55 Perete B.C.A 15CM 210.0 282.0 Perete B.A 30cm PIVNITA -nivel teren natural -placa prefabricata din beton 8cm. -trotuar asfalt turnat 2-3cm.panta 2-3% -fundatie bordura B35 20x20cm. -mortar M.50 2cm. -nivel asfalt -dop de bitum 2cm. -balast marunt 8-10cm. -mortar de ciment M100 2cm. -bordura mozaicata prefabricata din beton 10x14 88.8 180.0 B E F G H A 420.0 420.0 420.0 420.0 420.0 420.0 210.0 Perete B.C.A 15CM 16.6 90.0 8.2 13 \A1;273.8 16.6 90.0 Perete B.C.A 15CM 210.0 \A1;55.0 \A1;55.0 \A1;55.0 \A1;55.0 \A1;35.0 \A1;55.0 Grinda 35x55 Grinda 35x55 Grinda 35x55 Grinda 35x55 \A1;35.0 \A1;55.0 Grinda 35x55 Pl. Nr. 4. SECTIUNEA TRANSVERSALA A-A Data Scara 1:100 BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat D C I XVI IX XXI XVIII XV VI XIX XIII X VII IV III 2980 420 420 420 420 420 420 420 20 20 2160 840 420 840 1 2 3 4 A H G F E B II V VIII XI XII XIV XX XVII Pl. Nr. 4. PLAN DESCARCARI Data Scara 1:100 BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat N POLICLINICA BLOC LOCUINTE P + 7E BLOC LOCUINTE P + 7E COMPLEX COMERCIAL PARC \A1;2.80 \A1;5.30 \A1;7.00 \A1;15.00 \A1;6.20 \A1;3.80 \A1;4.00 \A1;15.00 \A1;2.80 \A1;2.80 \A1;5.30 \A1;7.00 \A1;15.00 \A1;9.79 \A1;37.80 \A1;7.00 \A1;2.80 \A1;7.00 \A1;7.90 \A1;21.00 \A1;31.35 \A1;7.00 \A1;1.45 \A1;6.00 \A1;7.20 \A1;17.30 \A1;7.00 \A1;1.45 \A1;1.45 \A1;25.00 \A1;4.20 \A1;7.85 \A1;3.65 \A1;15.31 \A1;30.10 \A1;6.95 \A1;21.90 BLOC DE LOCUINTE S+P+8E 2.00 Pl. Nr. 4. PLAN DE SITUATIE Data Scara 1:200 PROIECT DE DIPLOMA BLOC LOCUINTE S+P+8E Numele Desenat Verificat Semnat 1.Obiect de constructie 2.Macara turn cu brat orizontal MR-220B 3.Autocamion Roman-Disel cu brat de macara 4.Autobetoniera tip CIFAROM de 5 mc 5.Bena basculanta cu furtun de 1 mc 6.Platforma depozitare bena 7.Depozit cofraje 8.Depozit armatura 9.Depozit caramizi BCA 10.Birou 11.Vestiar pentru muncitori 12.Depozit scule 13.Toaleta 14.Stalp electric 15.Panoul indicatie 16.Tablou electric 17.Apometru si robinet 18.Cabina portar 19.Drum principal 20.Drum deservire santier 21.Loc pentru intoarcere, manevre 23.Imprejmuire Retea apa rece menajera Canalizare Retea electrica 17 22.Parcare 16 15. Protejarea betonului dupa turnare 14. Compactarea betonului 13. Punerea în opera a betonului cu ajutorul benei cu furtun ajutorul macaralei turn 12. Transportul benei, betonului la locul de punere în opera cu 11. Descarcarea betonului în bene de 1mc 10. Transportul betonului de la statia de betonare la obiect B. Betonare stâlp central: 9. Verificari si corectari succesive 8. Rigidizari cu tiranti 7. Montarea panourile de cofraj pe cealalt\U+0103 parte a stâlpului 6. Montarea armaturile în stâlp 5. Montarea mauala a panourile de cofraj pe o parte a stâlpului 3. Trasarea pozitiei cofrajului 2. Transportul si descarcarea armaturilor în depozit loco-obiect ale cofrajului în depozit loco-obiect si descarcarea elementelor componente 1. Transportul A. Cofrare,armare stâlp central: FLUXURI TEHNOLOGICE: 4. Transportul cofrajelor cu macaraua turn la locul de montare 8 9 7 12 12 13 14 15 11 10 6 5 4 4 4 4 3 axa macara turn 2.50 5.00 1.50 Axa drum secundar acces 6.00 7.00 1.50 7.00 1.50 8.70 2.50 1.20 2.00 2.00 5.00 1.00 10.00 10.00 2.00 10.00 2.50 H G F E A B D C 10.00 PLAN DE ORGANIZARE Sc 1:200 C.T.N.= -1.80 1 2 Axa drum principal 4.00 2.00 2.00 6.00 4.50 Macara turn MR 220B 14 Macara turn MR 220B 4.50 6.00 2.00 2.00 4.00 Axa drum principal 13 12 11 11 11 10 8 3 3 4 7 5 6 14 14 14 14 -1.80 C.T.N.= 22 14 23 PLAN DE ORGANIZARE Sc 1:200 1 8 10.00 23 23 19 20 20 21 15 H G F E A B D C 2.50 10.00 2.00 10.00 10.00 1.00 5.00 2.00 2.00 1.20 2.50 8.70 1.50 7.00 1.50 7.00 6.00 Axa drum secundar acces 1.50 9 5.00 2.50 LEGENDA 2 1 axa macara turn 4 3 2 1 4 2 3 1 Semnat Verificat Desenat UNIVERSITATEA TEHNICA FACULTATEA DE CONSTRUCTII Numele BLOC DE LOCUINTE S+P+8E Scara 1:200 Data PLAN SCHEME TEHNOLOGICE Pl. Nr. 2. Semnat Verificat Desenat UNIVERSITATEA TEHNICA FACULTATEA DE CONSTRUCTII Numele IONASCU BLOC DE LOCUINTE S+P+8E Scara 1:200 Data PLAN DE ORGANIZARE Pl. Nr. 2. P 1 Ciclograma pentru lucrarile de rezistenta la suprastructura Etaj-sector Realizare pereti b.c.a Realizare placa Realizare grinzi Realizare stalpi 4 3 2 1 t zile 5 4 3 2 235 230 225 220 215 210 205 200 195 190 185 180 175 170 165 160 155 150 145 140 135 130 125 120 115 110 105 100 95 90 85 80 75 70 65 60 55 50 45 40 35 30 25 20 15 10 5 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 1 2 3 4 6 4 3 2 1 7 4 3 2 1 8 4 3 2 1 Semnat Verificat Desenat Numele BLOC DE LOCUINTE S+P+8E Scara 1:200 Data CICLOGRAMA SUPRASTRUCTURA Pl. Nr. 3. tablie 4x60 L=1.40m tablie 4x90 L=1.40m rigidizaare laterala 3x8x22.5 tirant \U+22058 L=1.10m placuta metalica rigidizaare laterala 3x4x37.5 8 9 30 4 5 sprijiniri 6 7 coaste 3x8 2 caloti 5x4 3 1 Vedere in plan Sc. 1:10 6 2 5 4 11 5 3 9 7 8 7 2 Vedere laterala Sc. 1:20 3 1 30 7 8 4 5 2 4 8 1 8 2 4 5 7 8 8 2 5 7 5 5 7 8 8 7 7 8 5 A3 55 55 55 55 140 140 70 60 90 80 90 37.5 37.5 22.5 22.5 Semnat Verificat Desenat Numele BLOC DE LOCUINTE S+P+8E Scara 1:200 Data Iunie 2009 Pl. Nr. 4. COFRAJ CMU PENTRU STALP Gr.tran.35x55 B E F G H A C D sectiunea 1-1,2-2 sectiunea 3-3 H G F C A B D E OB37 Otel PC52 Beton C16/20 S 70x60 S 70x50 4 3 2 1 Gr.long.30x35 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 Gr.tran.35x55 3 2 2 Gtr. 1 +2.87 +2.87 Gtr. Gtr. Gtr. Gtr. Gtr. Gtr. Gtr. +2.87 3 Gr.long.30x55 Gr.long.30x55 Gr.long.30x55 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 25.0 25.0 35.0 2990 25 420 420 420 420 420 420 420 25 hp=13cm 35 392 35 385 35 385 35 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 35 393 35 385 35 385 35 385 35 385 35 385 35 393 35 130 36 385 421 130 732 275 50 370 37 130 30 830 30 390 30 830 30 130 2170 130 130 95 300 61 409 25 840 420 840 35 165 393 35 119 300 432 732 94 300 61 384 25 409 35 393 420 Gtr. 420 420 420 420 420 385 17.5 17.5 35 393 420 130 35 10.0 25.0 10.0 25.0 55 13 35 35 35 35 35 35 35 Glong. Glong. Glong. Glong. Glong. 4 3 2 1 130 35 385 420 35 190 448 202 150 235 30 830 30 390 30 830 30 35 13 55 55 55 35 35 35 35 35 35 35 35 35 183 12 170 12 25 18 12 180 12 180 12 414 30 5 +2.87 Gtr. Gtr. Gtr. Glong. Glong. Glong. Glong. Glong. Glong. 385 35 385 35 385 35 385 35 385 35 385 35 385 35 PLAN COFRAJ PLACA COTA SUPERIOARA BETON (-0.082,+2.868,5.81,+8.76,+11.718,+14.668,+17.618,+20.56,+23.518,+26.468) Nota: -toate dimensiunile sunt in centimetri -la etajele 3,4,5,6,7,8 dimensiunile stalpilor se modifica(vezi plan cofraj si armare stalpi) Semnat Verificat Desenat Numele Scara 1:100 PLAN COFRAJ PLACA Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Gr.long.30x35 Pl. Nr. 4. Data BLOC LOCUINTE S+P+8E D C 1 2 3 4 A H G F E B 10 6 31 6 28 S 70x50 Beton C16/20 Otel PC52 OB37 3 3 B E F G H A C D D C H G F E A B 4 3 2 1 9 \U+2205 8/13 \U+2205 8/26 9 9 9 15 \U+2205 6/25 \U+2205 6/25 \U+2205 6/25 sus \U+2205 6/25 sus \U+2205 6/25 \U+2205 8/26 \U+2205 12/34 37 37 L=9.11 \U+2205 6/20 \U+2205 6/20 L=9.11 36 \U+2205 6/30 L=2.50 L=3.60 35 \U+2205 6/30 105 13.3 200 L=2.50 34 \U+2205 6/30 8 33 \U+2205 6/30 L=3.52 137 200 13.3 8 d10/34 d10/34 d10/34 d10/34 d10/34 d10/34 d10/34 d10/34 d10/34 d10/34 \U+2205 10/34 \U+2205 10/34 d10/34 d6/25 jos d6/25 jos d6/25 jos 2 \U+2205 8/26 L=4.6 3 8 sus/jos \U+2205 6/25 sus/jos \U+2205 6/25 sus/jos \U+2205 6/25 sus d6/25 \U+2205 6/25 sus d6/25 \U+2205 6/25 sus \U+2205 6/25 sus sus d6/25 \U+2205 6/25 sus \U+2205 6/25 sus sus \U+2205 6/25 sus s us \U+2205 6/25 s us \U+2205 6/25 \U+2205 6/25 sus \U+2205 6/25 sus sus \U+2205 6/25 sus \U+2205 6/25 sus \U+2205 6/25 sus s us \U+2205 6/25 \U+2205 6/25 sus s us \U+2205 6/25 s us \U+2205 6/25 \U+2205 6/25 sus \U+2205 6/25 sus \U+2205 6/25 sus \U+2205 6/25 sus \U+2205 6/25 sus \U+2205 6/25 sus \U+2205 6/25 sus \U+2205 6/25 sus OB37 \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 sus/jos \U+2205 6/25 sus/jos \U+2205 6/25 jos \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 jos \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 jos \U+2205 6/25 sus/jos \U+2205 6/25 sus/jos \U+2205 6/25 sus/jos \U+2205 6/25 d6/25 sus/jos s us \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 s us \U+2205 6/25 s us s us s us \U+2205 6/25 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 L= 8.90 \U+2205 6/20 \U+2205 6/25 sus/jos 31 31 31 31 31 31 31 30 30 30 30 30 30 30 1.12 Gr.long. OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 OB37 13 \U+2205 8/2 6 \U+2205 8/26 11 \U+2205 8/2 6 7 \U+2205 8/2 6 \U+2205 8/26 5 \U+2205 8/2 6 \U+2205 8/2 6 5 \U+2205 8/26 \U+2205 8/2 6 7 7 \U+2205 8/2 6 7 \U+2205 8/2 6 \U+2205 8/26 1 \U+2205 8/2 6 \U+2205 8/2 6 L= 8.90 16 16 16 78 16 16 2 5 \U+2205 6/34 21 L=2.92 16 16 L=4.63 d8/26 8 \U+2205 6/25 \U+2205 6/20 7 \U+2205 8/26 L=247 8 8 \U+2205 6 /26 L=247 8 8 30 \U+2205 6 /26 L=247 8 8 \U+2205 8/13 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 \U+2205 8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 d8/26 16 \U+2205 6/34 17 \U+2205 6/34 \U+2205 6/34 17 16 \U+2205 6/34 \U+2205 6/34 17 \U+2205 6/34 \U+2205 6/34 1 7 \U+2205 6/34 \U+2205 6/34 1 7 16 \U+2205 6/34 d6/25 jos \U+2205 6/25 jos 8 L=4.6 3 \U+2205 8/26 2 5 \U+2205 8/26 \U+2205 8/26 2 \U+2205 6/25 \U+2205 6/25 6 \U+2205 6/30 2 sectiunea 3-3 3 3 \U+2205 6/34 23 22 \U+2205 6/34 \U+2205 6/34 21 20 \U+2205 6/34 \U+2205 6/34 17 16 \U+2205 6/34 17 \U+2205 6/34 Gtr. sectiunea 2-2 \U+2205 6/34 2 2 \U+2205 6/25 Gtr. 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 8 \U+2205 8/13 \U+2205 8/13 L=247 \U+2205 6 /26 L=2.49 \U+2205 6/ 3 0 13 L=1.56 19 L=2.74 \U+2205 8/13 8 8 8 8 8 8 8 8 8 8 8 8 L=2.49 \U+2205 6/ 3 0 13 8 8 8 8 8 8 8 8 8 8 L=1.4 \U+2205 6/30 10 8 8 8 8 8 8 L=2.49 \U+2205 6/ 3 0 13 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 8 L=2.74 \U+2205 8/13 L=2.74 \U+2205 8/13 L=2.74 L=1.4 5 \U+2205 6/ 26 3 L=1.4 \U+2205 6/ 26 3 L=247 \U+2205 6/26 \U+2205 6/30 L=1.4 8 \U+2205 6/ 26 L=1. 45 1 1 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 11.6 1.98 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13.3 13 13 S 70x50 S 70x50 S 70x50 Gr.long.30x35 hp=13cm ARMARE PLACA COTA SUPERIOARA BETON(-0.082,+2.868,5.81,+8.76,+11.718,+14.668,+17.618,+20.56,+23.518,+26.468) 30 L= 3.76 \U+2205 8/2 6 26 200 L= 1. 77 \U+2205 6/34 20 30 1.4 1.28 30 30 1. 18 L= 5. 29 \U+2205 8/2 6 27 330 \U+2205 6/ 26 L= 1. 83 4 \U+2205 8/26 L=5.20 L=247 \U+2205 8/26 7 L= 57.8 \U+2205 8/26 1 L=6.78 9 L=4.55 8 60 271 200 200 231 200 \U+2205 6/26 L=2.47 200 271 60 1 L=5.78 L=2.47 \U+2205 6/26 200 231 200 8 L=4.55 9 L=6.78 200 231 200 8 L=4.55 9 L=6.78 200 231 200 8 L=4.55 9 L=6.78 200 231 200 8 L=4.55 9 L=6.78 200 237 235 5 \U+2205 8/26 L=7.15 L=2.80 d6/25 22 \U+2205 6/34 L= 4.42 L=2.59 23 \U+2205 6/34 1 9 L=1.56 \U+2205 8/26 L=2.74 L=2.74 L=2.74 L=2.74 \U+2205 8/13 \U+2205 8/26 L=2.84 L=7.15 \U+2205 8/26 5 2 35 271 200 L=1.4 \U+2205 6/30 1.98 1.98 1 7 \U+2205 6/34 L=4.5 \U+2205 6/34 L= 6.6 9 234 1.98 1.98 1 7 \U+2205 6/34 L=4.5 \U+2205 6/34 L= 6.6 9 234 1.98 1.98 24 \U+2205 6/34 L=4.5 \U+2205 6/34 L= 6.6 9 234 L=2.42 1 8 L=2.42 1 8 L=2.42 \U+2205 10/34 1 8 L=2.42 32 10 L=2.42 1 8 L=2.42 1 8 L=2.42 18 L=2.42 18 1 8 L=2.42 1 8 L=2.42 1 8 L=2.42 1 8 L=2.42 L= 67 8 .5 \U+2205 6/30 15 L=4.5 5 \U+2205 6/30 14 229 200 200 L= 67 8 .5 \U+2205 6/30 15 L=4.5 5 \U+2205 6/30 14 229 200 200 L= 67 8 .5 \U+2205 6/30 15 L=4.5 5 \U+2205 6/30 14 229 200 200 12 11 95 L=4.58 \U+2205 6/30 L=5.85 \U+2205 6/30 200 232 1.98 1.98 1 7 \U+2205 6/34 L=4.5 \U+2205 6/34 L= 6.6 9 234 1.98 1.98 1 7 \U+2205 6/34 L=4.5 \U+2205 6/34 L= 6.6 9 234 13 \U+2205 6/ 3 0 L=2.49 200 200 229 14 \U+2205 6/30 L=4.5 5 15 \U+2205 6/30 L= 67 8 .5 sus d6/25 sus d6/25 234 1.98 L= 6.6 9 \U+2205 6/34 16 L=4.5 \U+2205 6/34 1 7 L=2.42 1 8 1.98 L=2.49 \U+2205 6/ 3 0 13 L= 67 8 .5 \U+2205 6/30 15 L=4.5 5 \U+2205 6/30 14 229 200 200 1.98 sus \U+2205 6/25 234 1.98 232 200 95 1 8 L=2.42 1 7 \U+2205 6/34 L=4.5 16 \U+2205 6/34 L= 6.6 9 13 \U+2205 6/ 3 0 L=2.49 11 \U+2205 6/30 L=5.85 12 \U+2205 6/30 L=4.58 L=6.78 9 L=4.55 8 200 231 200 L=6.78 9 L=4.55 8 200 231 200 L=6.78 9 L=4.55 8 200 231 200 L=6.78 9 L=4.55 8 200 231 200 \U+2205 6/26 L=2.47 2 \U+2205 8/26 L=4.63 L=2.47 \U+2205 8/26 7 L=5.7 8 1 60 271 200 L=2.47 \U+2205 6/26 200 231 200 200 271 60 8 L=4.55 9 L=6.78 1 \U+2205 8/26 L=5.7 8 7 \U+2205 8/26 L=247 \U+2205 6/25 s us OB37 L=4.63 \U+2205 8/26 2 44 97 35 96 69 69 97 69 35 96 97 96 35 96 35 69 69 69 35 96 96 96 69 96 35 35 97 77 96 35 96 96 35 69 77 97 96 35 77 77 97 75 97 35 97 70 96 72 72 30 96 97 96 96 96 97 70 97 35 97 96 96 72 96 96 30 72 70 97 97 35 97 72 96 72 30 96 72 96 72 30 96 70 97 70 97 70 97 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 96 72 96 72 30 96 72 96 72 30 96 72 96 72 30 96 97 70 75 77 96 78 96 101 96 96 78 96 69 96 97 69 69 35 96 97 77 77 35 96 96 35 96 77 35 96 77 96 96 35 77 77 77 35 96 35 96 97 96 35 77 97 77 77 96 35 97 39 101 102 69 97 35 69 96 96 30 72 96 35 97 101 101 97 35 97 97 35 97 97 35 97 96 35 97 101 101 420 420 420 420 420 420 420 35 393 35 385 35 393 35 130 13.0 97.0 96.2 78.1 77.0 96.0 91.0 91.0 35 393 35 385 420 420 420 420 420 420 96.2 96.0 44.4 77.0 97.0 13.0 135 35 388 35 420 30 830 30 390 30 830 30 840 420 840 25.0 96.0 96.0 80.0 80.0 96.0 96.0 101 97 35 96 97 35 96 97 35 96 29 29 29 29 29 29 29 29 29 29 29 29 29 29 s us \U+2205 6/25 OB37 s us \U+2205 6/25 OB37 s us \U+2205 6/25 OB37 sus sus d6/25 sus d6/25 2 sus d6/25 sus 77.0 385 35 385 35 385 35 385 35 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 97.0 96.2 78.1 77.0 385 35 385 35 385 35 385 35 Gtr. Gtr. Gtr. Gtr. Gtr. Gtr. Gtr. \U+2205 6/25 25.0 10.0 25.0 10.0 17.5 17.5 10.0 \U+2205 6/25 Gtr. Gtr. Gtr. Gtr. Gtr. Gtr. 17.5 17.5 10.0 25.0 Gtr. +2.87 +2.87 d6/25 d6/25 d6/25 d6/25 d6/25 d6/25 \U+2205 6/25 \U+2205 6/25 \U+2205 6/25 \U+2205 6/25 \U+2205 6/25 \U+2205 6/25 228.2 228.2 228.2 228.2 228.2 228.2 228.2 228.2 228.2 228.2 228.2 228.2 +2.87 \U+2205 8/26 Glong. Glong. Glong. sectiunea 1-1 Nota:-dimensiunile sunt in centimetri -la etajele 3,4,5,6,7,8 stalpi au alte dimensiuni(vezi plan cofraj si armare stalpi) A1 1:100 \U+2205 14/30 jos L=1.9 40 sus 38 \U+2205 12/15 L=6.5 14/15 \U+2205 L=3.34 vezi plan armare scara nr.22 14/30 \U+2205 39 L=2.50 1 1 2 \U+2205 18 1 2 2 3 3 5 5 8 8 9 9 5 \U+2205 18 2 2 \U+2205 14 3 2 \U+2205 14 4 2 \U+2205 14 3 L=956 L=694 L=355 35 2 \U+2205 20 5 18 \U+2205 2 1 5 2 \U+2205 20 L=355 9 9 8 8 5 5 6 6 3 3 2 2 1 1 6 18 \U+2205 1 7 18 \U+2205 2 30 30 69 114 6 6 6 18 \U+2205 1 7 18 \U+2205 2 L=891 9 20 \U+2205 2 L=959 L=694 L=959 L=5.40 1 \U+2205 20 8 L=285 PLAN COFRAJ SI ARMARE RIGLA PT.CADRU TRANSVERSAL LA NIVEL(P,1,2,3,4,5,6,7,8) 7 1-1 1 \U+2205 20 1 \U+2205 18 5 6 7 4 4 11 11 4 4 840.0 420.0 840.0 18 \U+2205 2 1 2 \U+2205 18 2 \U+2205 18 20 \U+2205 1 20 \U+2205 1 8 6 7 18 \U+2205 1 18 \U+2205 2 30 30 L=985 L=987 L=987 1 70.0 770.0 70.0 350.0 70.0 770.0 70.0 8/10 . Etr 10 Etr . 8/20 30 63 30 63 10 Etr . 8/10-20 14 14 4 2 \U+2205 14 Etr . 8/10 Etr . 8/10 8/20 . Etr Etr . 8/10 Etr . 8/10 8/20 . Etr Etr . 8/10 10 2 3 2 \U+2205 14 2 3 2 \U+2205 14 3 2 \U+2205 14 3 2 \U+2205 14 30 30 30 30 35 7 7 L=365 21 \U+2205 20 1 5 5 20 \U+2205 1 5 5 20 \U+2205 1 5 9 2 \U+2205 20 21 21 20 \U+2205 2 9 14 \U+2205 2 4 1 \U+2205 20 20 \U+2205 2 9 14 \U+2205 2 4 18 \U+2205 5 2 \U+2205 18 18 \U+2205 5 2 \U+2205 18 21 20 \U+2205 2 9 14 \U+2205 2 4 1 \U+2205 20 10 10 4 2 \U+2205 14 9 2 \U+2205 20 18 \U+2205 2 5 \U+2205 18 4 2 \U+2205 14 18 \U+2205 2 5 \U+2205 18 21 20 \U+2205 2 9 14 \U+2205 2 4 8 1 \U+2205 20 1 \U+2205 20 L=985 1 20 \U+2205 21 L=365 L=285 8 20 \U+2205 1 20 \U+2205 2 9 2-2 3-3 4-4 5-5 6-6 7-7 8-8 9-9 10-10 11-11 1 2 \U+2205 18 1 2 \U+2205 18 2 \U+2205 18 1 \U+2205 18 7 6 2 \U+2205 18 18 \U+2205 5 1 1 \U+2205 18 1 \U+2205 18 2 \U+2205 18 7 6 1 2 \U+2205 18 1 \U+2205 18 2 \U+2205 18 7 6 1 2 \U+2205 18 TEL PC52 O Beton C20/25 Nota:Toate dimensiunile sunt in cm Armarea buiandrugilor se va face cu 4 bare longitudinale d 14 din OB 37 iar etrierii folositi vor fi d 6/25 din OB 37 ,beton va fi de aceeasi clasa ca cel din rigla. OB37 80 160 72.4 72.4 13 13 1 \U+2205 18 6 20 \U+2205 1 20 \U+2205 1 20 \U+2205 1 160 728 771 30 30 30 30 10 10 10 10 10 10 12 1 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 L=198 2 3 4 13 13 13 13 13 13 13 13 SECTIUNI TRANSVERSALE SC 1:20 80 728 771 84.3 114 69 13 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 35 55 35 55 35 55 35 55 35 55 35 55 35 55 35 55 35 55 Gr.Tr.35x68 70 630 70 70 210 70 70 630 70 OB 37 OB 37 OB 37 Placa 13cm Placa 13cm Gl.30x48 Gl.30x48 Gl.30x48 Gl.30x48 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 30 30 30 30 65 65 55 35 55 35 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 6 \U+2205 agrafa 19 10 \U+2205 2 72.4 30 30 72.4 30 72.4 30 72.4 30 84.3 84.3 84.3 30 72.4 30 72.4 L=555 1 4 \U+2205 16 16 \U+2205 4 2 L=530 16 \U+2205 2 4 L=218 16 \U+2205 2 3 L=158 L=485 6 2 \U+2205 14 14 \U+2205 2 5 L=358 L=485 6 2 \U+2205 14 L=485 6 2 \U+2205 14 L=530 2 4 \U+2205 16 L=530 2 4 \U+2205 16 1 1-1 130 350 300 8 11 11 10 10 9 9 8 8 7 7 6 6 5 5 2 2 4 4 3 3 1 1 Beton C20/25 O TEL PC52 12 Etr . 8/10 362.5 60.0 360.0 60.0 360.0 420.0 420.0 419.8 210.0 47.5 30 70 30 45 30 30 50 60 50 260 50 60 50 260 50 60 Etr . 8/20 12 Etr . 8/10 12 Etr . 8/10 12 Etr . 8/20 12 Etr . 8/10 12 Etr . 8/10 12 Etr . 8/20 12 Etr . 8/10 12 Etr . 8/10 12 50 130 Etr . 8/20 12 4 \U+2205 16 130 350 300 300 350 130 300 350 130 300 350 130 300 350 130 300 350 130 300 350 130 300 350 130 300 350 130 300 350 130 SECTIUNI TRANSVERSALE SC 1:20 43 25 25 43 480 25 2 5 5 2 6 6 6 L=185 8 2 \U+2205 16 L=280 9 2 \U+2205 16 3 4 6 9 45 45 16 \U+2205 2 9 L=280 45 45 30 70 30 L=218 4 2 \U+2205 16 16 \U+2205 2 9 L=280 45 45 30 70 30 L=218 4 2 \U+2205 16 2-2 3-3 4-4 5-5 6-6 7-7 8-8 9-9 10-10 11-11 1 1 9 6 4 2 9 6 4 2 9 6 4 2 2 9 6 4 2 9 6 4 2 2 \U+2205 14 2 \U+2205 16 2 \U+2205 16 2 \U+2205 14 2 \U+2205 16 2 \U+2205 16 2 \U+2205 14 2 \U+2205 16 2 \U+2205 16 2 \U+2205 14 2 \U+2205 16 2 \U+2205 16 2 \U+2205 14 2 \U+2205 16 2 \U+2205 16 Pc52 Pc52 Pc52 Pc52 \A1;65 \A1;65 \A1;65 2 \U+2205 16 2 \U+2205 14 2 \U+2205 16 2 \U+2205 16 Pc52 Pc52 30 30 2 \U+2205 14 2 \U+2205 14 2 \U+2205 14 16 \U+2205 4 16 \U+2205 4 16 \U+2205 4 16 \U+2205 4 16 \U+2205 4 16 \U+2205 4 16 \U+2205 4 16 \U+2205 4 16 \U+2205 4 16 \U+2205 4 2 \U+2205 14 2 \U+2205 14 B C D A OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Pc52 Gl.30x48 Placa 13cm S1 60X70 S1 60X70 S1 60X70 S1 50X70 Nota:Toate dimensiunile sunt in cm Armarea buiandrugilor se va face cu 4 bare longitudinale \U+2205 14 din OB 37 iar etrierii folositi vor fi \U+2205 6/25 din OB 37 ,beton va fi de aceeasi clasa ca cel din rigla. Gr.Tr.35x68 Gr.Tr.35x68 Gr.Tr.35x68 Gr.Tr.35x68 \A1;265 \A1;50 \A1;50 7 OB 37 \U+2205 8 \ 10-20 L=133 OB37 2 \U+2205 16 PLAN COFRAJ SI ARMARE RIGLA DE CADRU LONGITUDINAL(P,1,2,3,4,5,6,7,8) Semnat Verificat Desenat Numele Scara 1:100 PLAN ARMARE PLACA Pl. Nr. 4. Data BLOC LOCUINTE S+P+8E Semnat Verificat Desenat Numele Scara 1:100 PLAN COFRAJ SI ARMARE Pl. Nr. 4. Data BLOC LOCUINTE S+P+8E Semnat Verificat Desenat Numele Scara 1:100 Pl. Nr. 4. Data BLOC LOCUINTE S+P+8E GRINDA TRANSVERSALA PLAN COFRAJ SI ARMARE GRINDA LONGITUDINALA 1 1 1 Etr 8/20 2 7 8/10 Etr 8 8/10 Etr Etr 8/10 8/20 Etr Etr 8/10 8/20 Etr 1 1 2 2 3 3 Beton C25/30 O TEL PC52 4-4 1-1 11 5 \U+2205 16 6 \U+2205 22 1 44 55 65 65 55 16 16 44 44 1 22 \U+2205 6 5 \U+2205 16 3 3 16 \U+2205 5 2-2 1 \U+2205 25 4 6 25 \U+2205 1 3-3 4 \U+2205 16 5 5 16 \U+2205 4 8 7 8/11 Etr 8 9 9 8 Etr 8/11 9 8 Etr 8/11 9 8 Etr 8/11 8/11 Etr 8 10 9 8 Etr 8/20 10 8 Etr 8/20 3 4 2 2 4 3 6 5 5 6 5 6 7 8 Etr 8/10 8 Etr 8/10 7 8/20 Etr 1 1 +2.868 Etaj4 +5.818 +11.718 +8.768 +14.668 +17.618 +20.568 +23.518 +26.468 1 Etr 8/20 14 13 12 11 +2.868 +20.568 +17.618 +8.768 +11.718 +5.818 +14.668 +26.468 +23.518 4 4 16 \U+2205 3 12 12 3 \U+2205 16 23.4 35 16 \U+2205 3 12 12 3\U+2205 16 16 \U+2205 5 11 5-5 6-6 11 5 \U+2205 16 16 \U+2205 3 12 12 3 \U+2205 16 58.4 48.4 24.4 32 53.4 53.4 43.4 43.4 26 28 28 44 44 16 16 44 44 16 16 13 14 8/10 Etr 15 16 8/11 Etr Etr 8/20 16 15 17 18 8/20 Etr Etr 8/11 18 17 Etr 8/11 18 17 5 5 5 5 6 6 6 6 6 6 16 \U+2205 5 11 8 OB 37 \U+2205 8 \ 1 0 -20 L=120 8 OB 37 \U+2205 8 \ 1 0 -20 L=120 28 28 26 32 32 48.4 58.4 18 OB 37 \U+2205 8 \ 10-20 L= 164 17 OB 37 \U+2205 8 \ 10-20 L= 193.6 16 OB 37 \U+2205 8 \ 10-20 L= 176.8 15 OB 37 \U+2205 8 \ 10-20 L= 213.6 16 \U+2205 5 11 23.4 35 35 35 16 \U+2205 5 11 1 \U+2205 18 OB 37 \U+2205 8 \ 1 1 -20 L=182 10 42.5 48.5 42.5 42.5 53.5 9 OB 37 \U+2205 8 \ 1 1 -20 L=194 55 50 6 1 \U+2205 25 1 \U+2205 25 4 50 60 SECTIUNI 1:20 OB 37 \U+2205 8 \ 10-20 L=240 13 OB 37 \U+2205 8 \ 1 0 -20 L=186.8 14 OB 37 \U+2205 8 \ 1 0 -20 L=120 8 OB 37 \U+2205 8 \ 10-20 L=218 7 44 65 65 1 \U+2205 18 2 Etaj7 10 8 Etr 8/11 8/20 Etr 8 10 10 8 Etr 8/11 8/20 Etr 8 10 4 3 8/20 8 9 Etr 2 \U+2205 25 PC 52 L=408 10 \U+2205 16 PC 52 L=367 8/20 8 9 Etr 2 \U+2205 25 PC 52 L=408 10 \U+2205 16 PC 52 L=367 1 \U+2205 18 PC 52 L=375 1 8 7 8 7 8 7 8 7 11 12 11 12 11 12 11 12 11 12 11 12 11 12 11 12 11 12 10 \U+2205 16 PC 52 L=3 67 6 \U+2205 1 6 PC 52 L=3 67 6 \U+2205 22 PC 52 L=392 10 \U+2205 16 PC 52 L=367 2 \U+2205 25 PC 52 L=408 2 1 30 2 \U+2205 25 PC 52 L=408 8 \U+2205 16 PC 52 L=367 2 \U+2205 25 PC 52 L=408 8 \U+2205 16 PC 52 L=367 8 \U+2205 16 PC 52 L=367 2 \U+2205 25 PC 52 L=408 2 \U+2205 18 PC 52 L=375 1 2 \U+2205 18 PC 52 L=375 12 \U+2205 22 PC 52 L=392 10 8 Etr 8/11 13 14 8/20 Etr Etr 8/10 14 13 13 14 8/20 Etr Etr 8/10 14 13 Etr 8/10 14 13 Etr 8/10 14 13 15 16 8/20 Etr Etr 8/11 16 15 Etr 8/11 16 15 15 16 8/20 Etr Etr 8/11 16 15 17 18 8/11 Etr Etr 8/20 18 17 Etr 8/20 18 17 17 18 8/11 Etr 72 72 72 6 \U+2205 1 6 PC 52 L=3 67 10 \U+2205 16 PC 52 L=3 67 6 \U+2205 1 6 PC 52 L=3 67 10 \U+2205 16 PC 52 L=3 67 6 \U+2205 1 6 PC 52 L=3 67 10 \U+2205 16 PC 52 L=3 67 6 \U+2205 1 6 PC 52 L=3 67 10 \U+2205 16 PC 52 L=3 67 6 \U+2205 1 6 PC 52 L=3 67 10 \U+2205 16 PC 52 L=3 67 6 \U+2205 1 6 PC 52 L=3 67 10 \U+2205 16 PC 52 L=3 67 100 100 81 12 \U+2205 22 PC 52 L=392 100 81 100 113 72 81 100 113 72 81 100 12 \U+2205 22 PC 52 L=392 2 \U+2205 18 PC 52 L=375 100 8 7 8 7 13 14 8/20 Etr 32 72 72 5 1 1 vezi plansa nr.20 A1 1:100 vezi palnsa nr.20 \U+2205 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 OB 37 81 100 \A1;72 \A1;72 \A1;72 \A1;72 OB 37 OB 37 OB 37 OB 37 113 72 113 72 113 72 30 6Ø1 6 PC 52 L=3 67 10Ø 16 PC 52 L=3 67 6Ø1 6 PC 52 L=3 67 10Ø 16 PC 52 L=3 67 6Ø1 6 PC 52 L=3 67 10Ø 16 PC 52 L=3 67 30 30 5 5 Gl.30x48 Gl.30x48 Gl.30x48 Gl.30x48 Gl.30x48 Gl.30x48 Gl.30x48 Gl.30x48 Gl.30x48 Gl.30x48 5 70 50 60 70 2 53.5 48.5 42.5 65 55 50 60 \A1;249 \A1;60 \A1;60 \A1;65 \A1;70 Radier Radier Not a:Toate dimensiunile sunt in centimetri ,cu excepta cotelor de nivel care sunt in metri. Stratul de acoperire cu beton este 3cm iar pe fata stalpului expusa exteriorului va fi de 4 cm. PLAN COFRAJ SI ARMARE STALPI \A1;248 \A1;68 \A1;248 \A1;248 \A1;90 \A1;47 \A1;90 \A1;68 \A1;68 \A1;90 \A1;47 \A1;158 \A1;90 \A1;90 \A1;47 \A1;60 \A1;68 \A1;128 \A1;107 \A1;60 \A1;188 \A1;60 \A1;68 \A1;107 \A1;60 \A1;60 \A1;68 \A1;188 \A1;60 \A1;107 \A1;90 \A1;47 \A1;90 Stalpul S2-12 buc (S2B,S2C,S2D,S2E,S2F,S2G S3B,S3C,S3D,S3E,S3F,S3G) 4 4 4 4 Etaj4 \A1;295 \A1;227 \A1;68 Etaj8 \A1;295 \A1;68 \A1;227 \A1;68 Etaj5 \A1;295 \A1;295 \A1;295 \A1;227 \A1;68 \A1;227 Etaj2 Etaj3 \A1;68 \A1;227 \A1;295 \A1;295 \A1;227 \A1;68 \A1;227 \A1;68 Etaj6 \A1;295 \A1;295 -0.082 Parter Etaj1 \A1;68 \A1;227 \A1;68 \A1;227 \A1;303 Subsol \A1;68 \A1;235 \A1;235 \A1;68 \A1;227 \A1;68 \A1;227 \A1;68 \A1;227 \A1;68 \A1;68 \A1;90 \A1;157 Gl.30x48 \A1;90 \A1;47 \A1;90 \A1;68 \A1;68 \A1;90 \A1;47 \A1;90 Gl.30x48 \A1;10 \A1;20 \A1;10 \A1;20 \A1;248 \A1;248 \A1;70 \A1;70 \A1;20 \A1;10 \A1;68 \A1;90 \A1;47 \A1;98 Gl.30x48 Subsol Etaj5 Etaj6 Etaj7 Etaj8 Etaj3 Etaj2 Etaj1 Parter -0.082 \A1;98 \A1;47 \A1;90 \A1;68 \A1;303 \A1;10 \A1;20 \A1;70 \A1;70 \A1;70 \A1;60 \A1;60 \A1;55 \A1;128 \A1;188 \A1;188 \A1;129 \A1;188 \A1;188 \A1;157 \A1;248 \A1;248 \A1;20 \A1;11 \A1;20 \A1;11 \A1;20 \A1;11 \A1;20 \A1;68 \A1;227 \A1;68 \A1;227 \A1;68 \A1;227 \A1;68 \A1;227 \A1;68 \A1;227 \A1;68 \A1;227 \A1;11 \A1;20 \A1;11 \A1;20 \A1;11 \A1;20 \A1;10 \A1;20 \A1;10 \A1;20 \A1;10 \A1;295 \A1;295 \A1;295 \A1;295 \A1;295 \A1;295 \A1;295 \A1;295 \A1;295 OB37 Stalpul S1-20 buc (S1A,S1B,S1C,S1D,S1E,S1F,S1G,S1H S4A,S4B,S4C,S4D,S4E,S4F,S4G,S4H, S2A,S3A,S2H,S3H) 3 3 3 3 2 2 2 2 \A1;68 \A1;60 \A1;107 \A1;60 \A1;68 \A1;60 \A1;107 \A1;60 \A1;68 \A1;60 \A1;107 \A1;60 \A1;68 \A1;60 \A1;107 \A1;60 \A1;68 \A1;60 \A1;107 \A1;60 \A1;90 \A1;47 \A1;90 \A1;68 \A1;90 \A1;47 \A1;90 \A1;68 \A1;60 \A1;107 \A1;60 \A1;68 \A1;68 \A1;90 \A1;47 \A1;90 Semnat Verificat Desenat Numele Scara 1:100 Pl. Nr. 4. Data BLOC LOCUINTE S+P+8E PLAN COFRAJ SI ARMARE STALPI C D 2 Canal de iesire de salvare L=10m 4 3 1 B E F G H A A -4.212 H G F E D C A B SECTIUNEA A-A JOS \U+2205 28/16.5 L=2.50 28/16.5 L=2.1 JOS \U+2205 JOS 28/16.5 L=2.50 \U+2205 - în radier - în strat de egalizare 8 14 8 \U+2205 18/16.5 L=5.95 SUS 1 2 \U+2205 18/16.5 L=4.78 SUS \U+2205 18/16.5 L=4.78 SUS 2 \U+2205 18/16.5 L=5.95 SUS 3 4 28/16.5 L=2.1 \U+2205 JOS 28/16.5 L=2.1 \U+2205 JOS 28/16.5 L=2.1 \U+2205 JOS 28/16.5 L=2.1 \U+2205 JOS 28/16.5 L=2.1 \U+2205 JOS 3 FR FC umplutura compactata Fasia de reazem 2 \U+2205 18/16.5 L=4.78 SUS \U+2205 18/16.5 L=4.78 SUS 2 1 \U+2205 18/16.5 L=5.95 SUS \U+2205 18/16.5 L=5.95 SUS Fasia de camp 3240.0 100.0 50.0 321.0 404.1 406.3 3340.0 PLAN FUNDATII-cofraj 12.5 12.5 3015 38 420 420 420 420 420 420 420 37 2195 47 840 420 840 48 1000.0 100.0 100.0 100.0 140.0 140.0 40.0 390.0 30.0 390.0 30.0 389.0 30.0 394.0 20.0 400.0 20.0 400.0 20.0 405.0 30.0 3340.0 406.3 321.0 404.1 321.0 50.0 100.0 3.0 10.0 50.0 3240.0 150.0 150.0 150.0 150.0 125.0 125.0 1 2 \U+2205 18/16.5 L=4.78 SUS 2 \U+2205 18/16.5 L=4.78 SUS 6 2 \U+2205 18/16.5 L=4.78 SUS umplutura compactata \A1;255.0 \A1;210.0 \A1;210.0 \A1;197.2 \A1;222.8 \A1;210.0 \A1;210.0 \A1;210.0 \A1;210.0 \A1;210.0 \A1;210.0 \A1;210.0 \A1;210.0 \A1;210.0 \A1;255.0 FR FR FR FR FR FR FR FC FC FC FC FC FC 4 4 4 4 4 2 \U+2205 18/16.5 L=4.78 SUS 2 \U+2205 18/16.5 L=4.78 SUS 1 2 \U+2205 18/16.5 L=4.78 SUS 9 13 -1.80 -1.80 -3.082 Radier 1m-beton C20/25 Beton C6 \ 7.5 de protectie hidroizolatie Hidroizolatie Beton de egalizare C6 \ 7.5 3cm SECTIUNEA A-A H G F E D C A B A-A A A -1.80 -1.80 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x50 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 S 70x60 A1 1:100 A1 1:100 DETALII ARMARE FUNDATIE RADIER A1 1:100 20 20 20 87 87 Distan\U+0163ieri din PC52 \fArial|b0|i0|c0|p34;\H1.083x;Ø\fArial|b0|i0|c238|p34;\H0.9234x;12/mp L=2.\fArial|b0|i0|c0|p34;34\fArial|b0|i0|c238|p34;m 19 JOS \U+2205 16/16.5 L=8.00 5 6 \U+2205 16/16.5 L=8.9 JOS 16/16.5 L=8.9 JOS 6 \U+2205 5 \U+2205 16/16.5 L=8.00 JOS 5 \U+2205 JOS 28/16.5 L=8.00 JOS \U+2205 6 28/16.5 L=8.9 JOS 6 28/16.5 L=8.9 5 28/16.5 L=8.00 \U+2205 JOS 5 \U+2205 JOS 28/16.5 L=8.00 5 28/16.5 L=8.00 \U+2205 JOS 5 \U+2205 JOS 28/16.5 L=8.00 JOS \U+2205 6 28/16.5 L=8.9 JOS 6 28/16.5 L=8.9 5 28/16.5 L=8.00 \U+2205 JOS L=4.65 jos 10 \U+2205 14/11 A1 1:100 PLAN ARMARE INFERIOARA FUNDATIE RADIER Fasia de camp Fasia de camp Fasia de camp Fasia de camp Fasia de camp Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de camp Fasia de camp Fasia de camp Fasia de reazem 14 15 15 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 13 13 13 13 13 13 13 13 13 13 13 13 13 13 13 4 4 4 4 4 3 4 JOS \U+2205 16/16.5 L=2.1 4 JOS \U+2205 16/16.5 L=2.1 4 JOS \U+2205 16/16.5 L=2.1 4 JOS \U+2205 16/16.5 L=2.1 4 3 JOS \U+2205 4 16/16.5 L=2.1 4 4 4 4 4 360.2 420.0 315.0 210.0 315.0 420.0 359.8 255.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 222.8 197.2 210.0 210.0 255.0 JOS \U+2205 28/16.5 L=8.00 5 JOS 6 \U+2205 28/16.5 L=8.9 JOS 6 \U+2205 28/16.5 L=8.9 5 \U+2205 28/16.5 L=8.00 JOS JOS \U+2205 16/16.5 L=2.1 3 4 JOS \U+2205 16/16.5 L=2.1 JOS \U+2205 16/16.5 L=2.1 JOS \U+2205 16/16.5 L=2.1 JOS \U+2205 16/16.5 L=2.1 3 \U+2205 16/16.5 L=2.50 JOS 16/16.5 L=2.1 \U+2205 JOS 16/16.5 L=2.50 \U+2205 JOS PLAN FUNDATII-armare inferioara 3 JOS \U+2205 16/16.5 L=2.1 JOS \U+2205 16/16.5 L=2.1 JOS \U+2205 16/16.5 L=2.1 JOS \U+2205 16/16.5 L=2.1 4 3 JOS \U+2205 16/16.5 L=2.1 12 13 11 14 L=4.2 jos \U+2205 20/11 16/11 \U+2205 L=3.55 jos 36/11 \U+2205 L=3.73 jos L=3.73 jos \U+2205 28/11 \U+2205 16/16.5 L=2.50 JOS 16/16.5 L=2.1 \U+2205 JOS 16/16.5 L=2.50 \U+2205 JOS JOS \U+2205 16/16.5 L=2.50 JOS \U+2205 16/16.5 L=2.1 JOS 16/16.5 L=2.50 \U+2205 A1 1:100 PLAN ARMARE SUPERIOARA FUNDATIE RADIER Fasia de camp Fasia de camp Fasia de camp Fasia de camp Fasia de camp Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de reazem Fasia de camp Fasia de camp Fasia de camp Fasia de reazem 1 SUS 18/16.5 L=4.78 \U+2205 2 15 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=4.78 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=4.78 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=4.78 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 2 9 9 9 9 9 9 8 8 8 8 8 8 8 8 8 8 8 8 8 8 360.2 420.0 315.0 210.0 315.0 420.0 359.8 255.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 210.0 222.8 197.2 210.0 210.0 255.0 2 d18/16.5 L=4.78 SUS 2 d18/16.5 L=4.78 SUS 1 SUS 18/16.5 L=5.95 \U+2205 2 d18/16.5 L=4.78 SUS 2 SUS 18/16.5 L=4.78 \U+2205 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=5.95 \U+2205 2 d18/16.5 L=4.78 SUS 2 d18/16.5 L=4.78 SUS 1 SUS 18/16.5 L=5.95 \U+2205 2 d18/16.5 L=4.78 SUS 2 SUS 18/16.5 L=4.78 \U+2205 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=5.95 \U+2205 SUS 18/16.5 L=4.78 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=5.95 \U+2205 1 2 SUS 18/16.5 L=4.78 \U+2205 SUS 18/16.5 L=5.95 \U+2205 SUS 18/16.5 L=4.78 \U+2205 2 PLAN FUNDATII-armare superioara 8 28/11 \U+2205 8 18/11 \U+2205 9 SUS 18/16.5 L=5.95 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=5.95 \U+2205 SUS 18/16.5 L=5.95 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=5.95 \U+2205 SUS 18/16.5 L=5.95 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=5.95 \U+2205 SUS 18/16.5 L=5.95 \U+2205 2 SUS 18/16.5 L=4.78 \U+2205 SUS 18/16.5 L=4.78 \U+2205 2 1 SUS 18/16.5 L=5.95 \U+2205 L=4.90 SUS L=9.38 SUS 6 \U+2205 JOS 28/16.5 L=8.9 28/16.5 L=8.9 6 JOS Fasia de camp Fasia de camp Beton C20/25 C6/7.5 O \U+0163el PC52 Semnat Verificat Desenat Numele Scara 1:100 Pl. Nr. 17. Data BLOC LOCUINTE S+P+8E PLAN SAPATURA Semnat Verificat Desenat Numele Scara 1:100 Pl. Nr. 18. Data BLOC LOCUINTE S+P+8E PLAN COFRAJ Semnat Verificat Desenat Numele Scara 1:100 Data PROIECT DE DIPLOMA BLOC LOCUINTE S+P+8E Pl. Nr. 19. Semnat Verificat Desenat Numele Scara 1:100 Data PROIECT DE DIPLOMA BLOC LOCUINTE S+P+8E Pl. Nr. 20. Semnat Verificat Desenat Numele Scara 1:100 Data PROIECT DE DIPLOMA BLOC LOCUINTE S+P+8E Pl. Nr. 20.

Language	N/A
Drawing Type	Full Project
Category	Condominium
Additional Screenshots
File Type	dwg
Materials	Concrete
Measurement Units
Footprint Area
Building Features
Tags	apartment, architecture, autocad, basement, building, condo, DWG, eigenverantwortung, Family, floor, full, ground, group home, grup, height, mehrfamilien, multi, multifamily housing, ownership, partnerschaft, partnership, Project, storey, structure