Housing 2 Levels DWG Detail for AutoCAD

Housing 2 levels, plant , elevation , details of structure and architecture.

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

the name of the floor :, beneficiary :, scale:, plan:, projected, date:, project no :, resistance, dtac, design, phase :, project manager, project title :, sorin brasoveanu, vasile basuioc, arman emanuel bunu , aqua, bals, olt, drawing, st.arh. carmen oprea, foundation plan, section, brick masonry durotherm, concrete foundations, section a, title of the project: arch. emanuel bunu, architecture, dtac, std.arh. carmen oprea, badeanu lucian emil, serban petre and serban alexandra, chiajna com, chiajna village, ilfov county, std.arh. carmen stop, floor plan, attic plan, facade to the street, side facade, approved facades today, up, up and down, foundation beams, concrete, floor, concrete, pvc, detail aa, bb detail, pavement, sand layer, horizontal waterproofing, detail cc, section aa, porotherm brickwork, concrete equalization

Raw text data extracted from CAD file:

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R.01 D E S I G N \A1;\W0.86;Bucuresti, Str. Dezrobirii nr. 4, Bl.M25, Apt.67, sector 6 Tel: 0743.024.199 – 021.434.08.43 – office@aquadesign.ro FAZA: SEF PROIECT TITLU PROIECT: 158/05.2011 CONSTRUCTIE LOCUINTA P+M SORIN BRASOVEANU Ing. VASILE BUSUIOC Arh. EMANUEL BUNU S.C.\fTimes New Roman|b1|i0|c238|p18; \H1.6364x;AQUA DESIGN\H0.74075x; \fTimes New Roman|b0|i0|c238|p18;\H0.82499x;S.R.L. AQUA BALS, JUD. OLT DESENAT St.arh. CARMEN OPREA PLAN FUNDATII \W0.8;\LMATERIALE UTILIZATE: \l- BETOANE: B75 = Bc5 = C4/5 : egalizare B150 = Bc10= C8/10: pardoseli B250 = Bc20 = C16/20: fundatii, plansee, grinzi, stilpi armatura dispersa pt. pardoseli Ciment: CEM II/A-S 32,5 690 580 30 200 15 355 30 30 20 210 5 13 27 25 210 30 230 370 30 60 182.5 35 322.5 60 SECTIUNE A-A Clesti 2x5x15 Grinda lemn 15×15 – Invelitoare tabla tip ”LINDAB” – Sipci de lemn transversale pentru prinderea tablei – Folie hidroizolanta pentru protectia termoizolatiei – Astereala din scanduri de lemn ignifigate – Capriori de lemn ignifugati – 10x15cm – Termoizolatie vata minerala, intre capriori, 10cm grosime – Termoizolatie vata minerala, la fata capriorilor, 5cm grosime – Folie bariera contra vaporilor (folie PVC) \W0.9;Pane 15×15 \W0.9;Cosoroaba 15×15 \W0.9;Pane 15×15 \W0.9;Cosoroaba 15×15 \W0.85;POPI 15X15 \W0.9;Planseu gips-carton \W0.9;Centura B.A. 30x40cm \W0.9;GRINDA B.A. 30x40cm ZIDARIE CARAMIDA DUROTHERM TERMOSISTEM FATADA POLISTIREN EXPANDAT 10CM+TENCUIALA \W4.70398; 1. 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PLACA BETON ARMAT ±0.00 (finit parter) + 2,80 (finit mansarda) SECTIUNEA A-A A05 S.C.\fTimes New Roman|b1|i0|c238|p18; \H1.6364x;AQUA DESIGN\H0.74075x; \fTimes New Roman|b0|i0|c238|p18;\H0.82499x;S.R.L. NUMELE PLANSEI: BENEFICIAR: TITLUL PROIECTULUI: SCARA: PLANSA: DESENAT PROIECTAT 1:50 ARH. EMANUEL BUNU ARH. EMANUEL BUNU DATA: PROIECT NR: ARHITECTURA 04.2011 DTAC 156.1/05.2011 \W0.9;AQUA D E S I G N FAZA: \A1;\W0.9;Bucuresti, Str. Dezrobirii nr. 4, Bl.M25, Apt.67, sector 6 Tel: 0743.024.199 – 021.434.08.43 – office@aquadesign.ro SEF PROIECT Std.arh. CARMEN OPREA BADEANU LUCIAN EMIL LOCUINTA P+1E, oras MAGURELE, jud. ILFOV STR. BUCURESTI NR. 92 30 355 30 190 30 340 30 30 360 30 155 30 15 370 15 30 340 30 110 Etr.d8/10 120 Etr.d8/15 110 Etr.d8/10 13 27 40 15 385 220 370 15 1005 15 220 170 185 15 605 15 220 370 15 1005 100 97.5 210 97.5 100 100 15 200 185 15 605 13 27 40 40 13 27 40 13 27 13 27 40 40 40 13 27 40 13 27 40 13 27 40 13 27 40 13 27 40 30 40 30 360 30 155 30 15 385 220 370 15 15 385 220 370 15 15 200 185 15 605 40 13 27 40 13 27 40 13 27 40 13 27 40 13 27 40 13 27 40 13 27 40 30 30 355 30 190 30 340 30 1005 15 220 170 185 15 605 1005 13 27 13 27 40 40 40 40 13 17 30 360 30 155 30 15 385 220 370 15 15 385 220 370 15 40 13 27 40 13 27 40 13 27 40 13 27 40 13 27 40 13 27 40 30 355 30 190 30 340 30 1005 15 220 170 185 15 605 1005 13 27 13 27 40 40 40 185 15 605 100 97.5 210 97.5 100 15 200 290 290 395 235 375 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: 11.2011 D.T.A.C. D E S I G N \A1;\W0.86;Bucuresti, Str. Dezrobirii nr. 4, Bl.M25, Apt.67, sector 6 Tel: 0743.024.199 – 021.434.08.43 – office@aquadesign.ro FAZA: SEF PROIECT TITLU PROIECT: 195/11.2011 CONSTRUCTIE LOCUINTA P+2E, IMPREJMUIRE, BRANSAMENTE SERBAN PETRE si SERBAN ALEXANDRA ARH. EMANUEL BUNU S.C.\fTimes New Roman|b1|i0|c238|p18; \H1.6364x;AQUA DESIGN\H0.74075x; \fTimes New Roman|b0|i0|c238|p18;\H0.82499x;S.R.L. AQUA com. CHIAJNA, sat CHIAJNA, jud. ILFOV DESENAT std.arh. CARMEN OPREA A.02 ARH. EMANUEL BUNU ARHITECTURA Living S=20,05mp Bucatarie S=12,45mp Baie S=3,15mp Camara S=2,65mp PLAN PARTER NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: 11.2011 D.T.A.C. D E S I G N \A1;\W0.86;Bucuresti, Str. Dezrobirii nr. 4, Bl.M25, Apt.67, sector 6 Tel: 0743.024.199 – 021.434.08.43 – office@aquadesign.ro FAZA: SEF PROIECT TITLU PROIECT: 195/11.2011 CONSTRUCTIE LOCUINTA P+2E, IMPREJMUIRE, BRANSAMENTE SERBAN PETRE si SERBAN ALEXANDRA ARH. EMANUEL BUNU S.C.\fTimes New Roman|b1|i0|c238|p18; \H1.6364x;AQUA DESIGN\H0.74075x; \fTimes New Roman|b0|i0|c238|p18;\H0.82499x;S.R.L. AQUA com. CHIAJNA, sat CHIAJNA, jud. ILFOV DESENAT std.arh. CARMEN OPREA A.03 ARH. EMANUEL BUNU ARHITECTURA PLAN MANSARDA Hol+scara S=7,60mp Dormitor 1 S=20,05mp Dormitor 2 S=12,45mp Baie S=3,15mp Dressing S=2,65mp Hol S=2,30mp Baie S=4,25mp FATADA SPRE STRADA FATADA LATERALA -19787.82465496552 -19787.82465496552 -19787.82465496552 -19787.82465496552 -19787.82465496552 fatade aprobate azi 290 290 395 235 375 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: 11.2011 D.T.A.C. D E S I G N \A1;\W0.86;Bucuresti, Str. Dezrobirii nr. 4, Bl.M25, Apt.67, sector 6 Tel: 0743.024.199 – 021.434.08.43 – office@aquadesign.ro FAZA: SEF PROIECT TITLU PROIECT: 195/11.2011 CONSTRUCTIE LOCUINTA P+2E, IMPREJMUIRE, BRANSAMENTE SERBAN PETRE si SERBAN ALEXANDRA ARH. EMANUEL BUNU S.C.\fTimes New Roman|b1|i0|c238|p18; \H1.6364x;AQUA DESIGN\H0.74075x; \fTimes New Roman|b0|i0|c238|p18;\H0.82499x;S.R.L. AQUA com. CHIAJNA, sat CHIAJNA, jud. ILFOV DESENAT std.arh. CARMEN OPREA A.02 ARH. EMANUEL BUNU ARHITECTURA Living S=20,05mp Bucatarie S=12,45mp Baie S=3,15mp Camara S=2,65mp PLAN PARTER NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: 11.2011 D.T.A.C. D E S I G N \A1;\W0.86;Bucuresti, Str. Dezrobirii nr. 4, Bl.M25, Apt.67, sector 6 Tel: 0743.024.199 – 021.434.08.43 – office@aquadesign.ro FAZA: SEF PROIECT TITLU PROIECT: 195/11.2011 CONSTRUCTIE LOCUINTA P+2E, IMPREJMUIRE, BRANSAMENTE SERBAN PETRE si SERBAN ALEXANDRA ARH. EMANUEL BUNU S.C.\fTimes New Roman|b1|i0|c238|p18; \H1.6364x;AQUA DESIGN\H0.74075x; \fTimes New Roman|b0|i0|c238|p18;\H0.82499x;S.R.L. AQUA com. CHIAJNA, sat CHIAJNA, jud. ILFOV DESENAT std.arh. CARMEN OPREA A.03 ARH. EMANUEL BUNU ARHITECTURA PLAN MANSARDA Hol+scara S=7,60mp Dormitor 1 S=20,05mp Dormitor 2 S=12,45mp Baie S=3,15mp Dressing S=2,65mp Hol S=2,30mp Baie S=4,25mp FATADA SPRE STRADA FATADA LATERALA -19787.82465496552 -19787.82465496552 -19787.82465496552 -19787.82465496552 -19787.82465496552 fatade aprobate azi 385 100 190 190 190 30 360 30 155 30 30 13 27 40 40 30 360 30 155 30 325 325 13 40 15 30 355 30 385 15 17 30 190 30 15 220 15 13 30 50 Etr.d8/10 90 Etr.d8/15 50 Etr.d8/10 13 27 40 15 185 15 30 155 30 30 170 220 140 30 190 50 Etr.d8/10 45 Etr.d8/15 50 Etr.d8/10 50 Etr.d8/10 30 60 Etr.d8/10 70 Etr.d8/10 60 Etr.d8/15 60 Etr.d8/10 15 385 220 370 15 30 355 30 190 30 340 30 13 27 50 Etr.d8/10 90 Etr.d8/15 50 Etr.d8/10 110 Etr.d8/10 120 Etr.d8/15 110 Etr.d8/10 110 Etr.d8/10 120 Etr.d8/15 120 Etr.d8/10 110 Etr.d8/10 130 Etr.d8/13 110 Etr.d8/10 13 27 40 15 185 15 30 155 30 30 190 200 160 30 170 50 Etr.d8/10 45 Etr.d8/15 50 Etr.d8/10 50 Etr.d8/10 60 Etr.d8/15 50 Etr.d8/10 60 Etr.d8/10 60 Etr.d8/15 50 Etr.d8/10 13 27 40 13 40 385 15 17 13 27 40 50 Etr.d8/10 15 15 185 15 30 155 30 30 190 200 160 30 170 50 Etr.d8/10 45 Etr.d8/15 50 Etr.d8/10 50 Etr.d8/10 60 Etr.d8/15 50 Etr.d8/10 60 Etr.d8/10 60 Etr.d8/15 50 Etr.d8/10 15 30 355 30 30 190 30 15 220 15 13 30 50 Etr.d8/10 90 Etr.d8/15 50 Etr.d8/10 15 185 15 30 155 30 30 170 220 140 30 190 50 Etr.d8/10 45 Etr.d8/15 50 Etr.d8/10 15 385 220 370 15 30 355 30 190 30 340 30 13 27 50 Etr.d8/10 90 Etr.d8/15 110 Etr.d8/10 120 Etr.d8/15 110 Etr.d8/10 110 Etr.d8/10 120 Etr.d8/15 120 Etr.d8/10 110 Etr.d8/10 130 Etr.d8/13 110 Etr.d8/10 50 Etr.d8/10 30 60 Etr.d8/10 70 Etr.d8/10 60 Etr.d8/15 60 Etr.d8/10 370 15 30 340 30 110 Etr.d8/10 120 Etr.d8/15 110 Etr.d8/10 13 27 40 15 13 40 385 15 17 13 27 40 50 Etr.d8/10 13 27 40 370 15 30 340 30 110 Etr.d8/10 120 Etr.d8/15 110 Etr.d8/10 13 27 40 15 30 355 30 30 190 30 15 220 15 13 30 50 Etr.d8/10 90 Etr.d8/15 50 Etr.d8/10 15 185 15 30 155 30 30 170 220 140 30 190 50 Etr.d8/10 45 Etr.d8/15 50 Etr.d8/10 50 Etr.d8/10 30 60 Etr.d8/10 70 Etr.d8/10 60 Etr.d8/15 60 Etr.d8/10 15 385 220 370 15 30 355 30 190 30 340 30 13 27 50 Etr.d8/10 90 Etr.d8/15 110 Etr.d8/10 120 Etr.d8/15 110 Etr.d8/10 110 Etr.d8/10 120 Etr.d8/15 120 Etr.d8/10 110 Etr.d8/10 130 Etr.d8/13 110 Etr.d8/10 15 185 15 30 155 30 30 190 200 160 30 170 50 Etr.d8/10 45 Etr.d8/15 50 Etr.d8/10 50 Etr.d8/10 60 Etr.d8/15 50 Etr.d8/10 60 Etr.d8/10 60 Etr.d8/15 50 Etr.d8/10 385 190 15 385 220 370 15 15 185 15 605 1005 15 220 170 185 15 605 15 220 370 1005 100 97.5 210 97.5 100 15 200 95 95 \A1;10 \A1;10 \A1;30 \A1;30 \A1;35 95 \A1;10 \A1;10 \A1;30 \A1;30 \A1;35 15 385 220 370 15 15 185 15 605 385 190 95 1005 15 220 170 185 15 605 15 220 370 1005 100 97.5 210 97.5 100 15 200 15 385 220 370 15 15 185 15 605 385 190 \A1;10 \A1;10 \A1;30 \A1;30 \A1;35 1005 15 220 170 185 15 605 15 220 370 1005 100 97.5 210 97.5 100 15 200 40 240 40 240 40 240 115 100 Etr.d8/10 90 Etr.d8/15 190 Etr.d8/10 90 Etr.d8/15 190 Etr.d8/10 90 Etr.d8/15 180 Etr.d8/10 30 30 40 240 40 240 40 240 115 100 Etr.d8/10 90 Etr.d8/15 190 Etr.d8/10 90 Etr.d8/15 190 Etr.d8/10 90 Etr.d8/15 180 Etr.d8/10 30 30 30 30 177.5 140 130 60 130 30 60 130 105 220 205 165 15 1015 10 10 230 215 15 185 15 605 160 60 60 212.5 12.5 202.5 80 220 80 220 250 140 130 215 15 15 605 482.5 60 80 462.5 15 385 220 370 15 1005 70 115 2.5 30 2.5 177.5 140 130 60 130 60 130 30 105 15 220 15 1015 10 10 230 215 15 185 15 605 160 60 60 212.5 12.5 202.5 80 220 80 220 250 140 130 215 15 185 15 605 482.5 60 80 462.5 15 385 220 370 15 1005 70 170 10 5 15 20 25 40 45 10 170 50 35 35 177.5 100 220 60 130 105 1015 90 250 15 185 15 605 482.5 15 385 220 370 15 1005 10 15 70 132.5 35 337.5 70 35 35 132.5 17.5 17.5 337.5 35 35 40 40 352.5 352.5 40 147.5 428.5 70 337.5 132.5 70 35 370 370 315 150 385 220 220 170 220 170 220 170 185 230 200 190 35 385 220 370 35 35 185 35 645 70 70 70 300 70 35 35 17.5 35 17.5 35 35 17.5 35 17.5 35 35 17.5 35 17.5 35 35 17.5 35 17.5 70 70 115 15 385 30 355 30 190 30 175 12.5 152.5 30 10 30 355 30 30 340 30 10 30 360 15 170 170 30 30 360 30 155 30 30 80 210 30 60 80 210 110 70 210 10 100 17.5 35 17.5 75 40 360 2.5 30 2.5 385 30 355 30 190 30 175 12.5 152.5 30 10 30 355 30 30 30 340 30 10 360 15 170 170 30 30 360 30 155 30 30 80 210 30 35 80 210 110 70 210 10 100 35 35 10 5 15 20 25 40 45 10 110 50 40 140 130 145 187.5 60 130 30 15 385 220 15 90 10 30 355 30 190 30 175 15 150 30 10 90 10 70 210 20 30 355 30 90 10 30 340 30 140 130 215 60 80 462.5 90 10 30 360 15 170 170 30 90 60 80 210 30 70 210 85 140 210 185 30 30 155 30 160 220 215 185 15 605 120 40 42 130 90 42 130 90 42 220 13 27 240 13 27 240 13 27 240 40 30 155 30 360 30 175 415 (lungime caprior) 40 352.5 400 352.5 352.5 352.5 705 1105 147.5 402.5 35 167.5 35 200 190 200 190 200 190 1045 35 220 170 185 35 645 35 370 35 1045 70 337.5 132.5 70 302.5 35 35 110 17.5 35 17.5 75 40 \W0.85;+ 2,50 \W0.85;+ 4,00 \W0.85;+ 6,00 \W0.85;+ 7,65 ( coama ) \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D C 5 5 5 5 5 5 5 5 5 5 5 5 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm \W1.10206; 3 \W1.16907; 4 5 5 5 5 5 110\XEtr.d8/10 120\XEtr.d8/15 110\XEtr.d8/10 5 5 5 35 35 5 Axul B – 3,4 35 35 jos 395 3d16 L=4,65m 3 sus 395 3d16 L=4,65m 3 3 3 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 1-1 \lSc. 1:20 27 13 40 30 1 1 1 1 1 1 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 2-2 \lSc. 1:20 27 13 40 30 2 2 2 2 2 2 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 3-3 \lSc. 1:20 27 13 40 30 3 3 3 3 3 3 25 25 25 25 9 Etr. d8/10/15 L=1,10 \LSECTIUNEA 4-4 \lSc. 1:20 4 4 17 13 30 30 4 4 4 4 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 5-5 \lSc. 1:20 27 13 40 30 6 6 6 5 5 \LSECTIUNEA 6-6 \lSc. 1:20 27 13 40 30 25 25 35 35 8 Etr. d8/10/15 L=1,30 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR3-30X30 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 100 5 5 5 5 5 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D 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 hp=13cm + 2,75 + 2,62 + 2,35 + 2,35 + 2,35 + 2,75 + 2,75 + 2,75 + 2,75 + 2,35 + 2,75 + 2,75 + 2,75 + 2,75 + 2,75 + 2,75 5 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D C 5 5 5 5 5 5 5 5 5 5 5 5 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR3-30X30 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D 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 hp=13cm + 8,35 + 8,22 +7,95 + 7,95 + 7,95 + 8,35 + 8,35 + 8,35 + 8,35 + 7,95 + 8,35 + 8,35 + 8,35 + 8,35 + 8,35 + 8,35 5 5 5 5 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D C 5 5 5 5 5 5 5 5 5 5 5 5 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR3-30X30 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 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 hp=13cm + 5,55 + 5,42 + 5,15 + 5,15 + 5,15 + 5,55 + 5,55 + 5,55 + 5,55 + 5,15 + 5,55 + 5,55 + 5,55 + 5,55 + 5,55 5 5 5 5 5 5 5 5 5 5 A B D + 2,75 + 2,35 5 100 C’ 5 C’ C’ 5 5 5 5 5 5 5 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S2 30×30 S2 30×30 S2 30×30 S2 30×30 5 5 5 5 + 5,55 5 5 5 5 5 5 5 5 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S2 30×30 S2 30×30 S2 30×30 S2 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S2 30×30 S2 30×30 S2 30×30 S2 30×30 \W1.03386; 1 \W1.14588; 2 5 5 5 5 Axul B – 1,2 35 jos 410 3d16 L=4,80m 2 35 sus 410 3d16 L=4,80m 2 5 5 35 35 2 2 + 2,75 + 2,35 5 5 \W1.14588; 2 \W1.10206; 3 5 5 5 Axul C – 2,3 5 5 5 5 5 5 4 4 + 2,75 + 2,45 50\XEtr.d8/10 90\XEtr.d8/15 50\XEtr.d8/10 25 25 jos 245 3d12 L=2,95m 4 25 25 sus 245 3d12 L=2,95m 4 A B D 5 5 5 5 5 5 5 5 5 5 35 35 jos 600 2d14 L=6,70m 5 35 35 jos 600 3d14 L=6,70m 6 Axul 2 – A,B,C,D ; Axul 3 – A,B,C,D ;Axul 4 – A,B,C,D C 5 5 5 5 5 6 6 + 2,75 + 2,35 50\XEtr.d8/10 45\XEtr.d8/15 50\XEtr.d8/10 50\XEtr.d8/10 5 60\XEtr.d8/10 70\XEtr.d8/10 60\XEtr.d8/15 60\XEtr.d8/10 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Axul A – 1,2,3,4 ; Axul D – 1,2,3,4 35 35 jos 1000 3d16 L=10,70m 1 35 35 sus 1000 3d16 L=10,70m 1 1 1 + 2,75 + 2,35 50\XEtr.d8/10 90\XEtr.d8/15 50\XEtr.d8/10 110\XEtr.d8/10 120\XEtr.d8/15 110\XEtr.d8/10 110\XEtr.d8/10 120\XEtr.d8/15 120\XEtr.d8/10 110\XEtr.d8/10 130\XEtr.d8/13 110\XEtr.d8/10 A B D 5 5 5 5 5 5 5 5 5 5 35 35 jos 600 2d14 L=6,70m 5 35 35 jos 600 3d14 L=6,70m 6 C 5 5 5 5 5 5 5 + 2,75 + 2,35 50\XEtr.d8/10 45\XEtr.d8/15 50\XEtr.d8/10 50\XEtr.d8/10 60\XEtr.d8/15 50\XEtr.d8/10 60\XEtr.d8/10 60\XEtr.d8/15 50\XEtr.d8/10 Axul 1 – A,B,C’,D 6 6 6 5 5 GR1-30X40 GR1-30X40 GR3-30X30 GR2-30X40 GR2-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm \W1.10206; 3 \W1.16907; 4 5 5 5 5 5 110\XEtr.d8/10 120\XEtr.d8/15 110\XEtr.d8/10 5 5 5 35 35 5 Axul B – 3,4 35 35 jos 395 3d16 L=4,65m 3 sus 395 3d16 L=4,65m 3 3 3 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 1-1 \lSc. 1:20 27 13 40 30 1 1 1 1 1 1 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 2-2 \lSc. 1:20 27 13 40 30 2 2 2 2 2 2 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 3-3 \lSc. 1:20 27 13 40 30 3 3 3 3 3 3 25 25 25 25 9 Etr. d8/10/15 L=1,10 \LSECTIUNEA 4-4 \lSc. 1:20 4 4 17 13 30 30 4 4 4 4 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 5-5 \lSc. 1:20 27 13 40 30 6 6 6 5 5 \LSECTIUNEA 6-6 \lSc. 1:20 27 13 40 30 25 25 35 35 8 Etr. d8/10/15 L=1,30 + 5,55 + 5,15 \W1.03386; 1 \W1.14588; 2 5 5 5 5 Axul B – 1,2 35 jos 410 3d16 L=4,80m 2 35 sus 410 3d16 L=4,80m 2 5 5 35 35 2 2 + 5,55 + 5,15 5 5 \W1.14588; 2 \W1.10206; 3 5 5 5 Axul C – 2,3 5 5 5 5 5 5 4 4 + 5,55 + 5,25 50\XEtr.d8/10 90\XEtr.d8/15 50\XEtr.d8/10 25 25 jos 245 3d12 L=2,95m 4 25 25 sus 245 3d12 L=2,95m 4 A B D 5 5 5 5 5 5 5 5 5 5 35 35 jos 600 2d14 L=6,70m 5 35 35 jos 600 3d14 L=6,70m 6 Axul 2 – A,B,C,D ; Axul 3 – A,B,C,D ;Axul 4 – A,B,C,D C 5 5 5 5 5 6 6 + 5,55 +5,15 50\XEtr.d8/10 45\XEtr.d8/15 50\XEtr.d8/10 50\XEtr.d8/10 5 60\XEtr.d8/10 70\XEtr.d8/10 60\XEtr.d8/15 60\XEtr.d8/10 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Axul A – 1,2,3,4 ; Axul D – 1,2,3,4 35 35 jos 1000 3d16 L=10,70m 1 35 35 sus 1000 3d16 L=10,70m 1 1 1 + 5,55 +5,15 50\XEtr.d8/10 90\XEtr.d8/15 50\XEtr.d8/10 110\XEtr.d8/10 120\XEtr.d8/15 110\XEtr.d8/10 110\XEtr.d8/10 120\XEtr.d8/15 120\XEtr.d8/10 110\XEtr.d8/10 130\XEtr.d8/13 110\XEtr.d8/10 A B D 5 5 5 5 5 5 5 5 5 5 35 35 jos 600 2d14 L=6,70m 5 35 35 jos 600 3d14 L=6,70m 6 C 5 5 5 5 5 5 5 + 5,55 + 5,15 50\XEtr.d8/10 45\XEtr.d8/15 50\XEtr.d8/10 50\XEtr.d8/10 60\XEtr.d8/15 50\XEtr.d8/10 60\XEtr.d8/10 60\XEtr.d8/15 50\XEtr.d8/10 Axul 1 – A,B,C’,D 6 6 6 5 5 GR1-30X40 GR1-30X40 GR3-30X30 GR2-30X40 GR2-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm \W1.10206; 3 \W1.16907; 4 5 5 5 5 5 110\XEtr.d8/10 120\XEtr.d8/15 110\XEtr.d8/10 5 5 5 35 35 5 Axul B – 3,4 35 35 jos 395 3d16 L=4,65m 3 sus 395 3d16 L=4,65m 3 3 3 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 1-1 \lSc. 1:20 27 13 40 30 1 1 1 1 1 1 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 2-2 \lSc. 1:20 27 13 40 30 2 2 2 2 2 2 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 3-3 \lSc. 1:20 27 13 40 30 3 3 3 3 3 3 25 25 25 25 9 Etr. d8/10/15 L=1,10 \LSECTIUNEA 4-4 \lSc. 1:20 4 4 17 13 30 30 4 4 4 4 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 5-5 \lSc. 1:20 27 13 40 30 6 6 6 5 5 \LSECTIUNEA 6-6 \lSc. 1:20 27 13 40 30 25 25 35 35 8 Etr. d8/10/15 L=1,30 + 8,35 + 7,95 \W1.03386; 1 \W1.14588; 2 5 5 5 5 Axul B – 1,2 35 jos 410 3d16 L=4,80m 2 35 sus 410 3d16 L=4,80m 2 5 5 35 35 2 2 + 8,35 + 7,95 5 5 \W1.14588; 2 \W1.10206; 3 5 5 5 Axul C – 2,3 5 5 5 5 5 5 4 4 + 8,35 +8,05 50\XEtr.d8/10 90\XEtr.d8/15 50\XEtr.d8/10 25 25 jos 245 3d12 L=2,95m 4 25 25 sus 245 3d12 L=2,95m 4 A B D 5 5 5 5 5 5 5 5 5 5 35 35 jos 600 2d14 L=6,70m 5 35 35 jos 600 3d14 L=6,70m 6 Axul 2 – A,B,C,D ; Axul 3 – A,B,C,D ;Axul 4 – A,B,C,D C 5 5 5 5 5 6 6 + 8,35 +7,95 50\XEtr.d8/10 45\XEtr.d8/15 50\XEtr.d8/10 50\XEtr.d8/10 5 60\XEtr.d8/10 70\XEtr.d8/10 60\XEtr.d8/15 60\XEtr.d8/10 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Axul A – 1,2,3,4 ; Axul D – 1,2,3,4 35 35 jos 1000 3d16 L=10,70m 1 35 35 sus 1000 3d16 L=10,70m 1 1 1 + 8,35 +7,95 50\XEtr.d8/10 90\XEtr.d8/15 50\XEtr.d8/10 110\XEtr.d8/10 120\XEtr.d8/15 110\XEtr.d8/10 110\XEtr.d8/10 120\XEtr.d8/15 120\XEtr.d8/10 110\XEtr.d8/10 130\XEtr.d8/13 110\XEtr.d8/10 A B D 5 5 5 5 5 5 5 5 5 5 35 35 jos 600 2d14 L=6,70m 5 35 35 jos 600 3d14 L=6,70m 6 C 5 5 5 5 5 5 5 + 8,35 + 7,95 50\XEtr.d8/10 45\XEtr.d8/15 50\XEtr.d8/10 50\XEtr.d8/10 60\XEtr.d8/15 50\XEtr.d8/10 60\XEtr.d8/10 60\XEtr.d8/15 50\XEtr.d8/10 Axul 1 – A,B,C’,D 6 6 6 5 5 GR1-30X40 GR1-30X40 GR3-30X30 GR2-30X40 GR2-30X40 GR1-30X40 GR1-30X40 GR1-30X40 GR2-30X40 GR2-30X40 GR2-30X40 GR2-30X40 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D C 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 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D 5 C’ 5 jos 1000 d8/15 L=10,20m 1 10 10 d8/15 2 5 jos 510 d10/12,5 L=5,30m 4 10 10 jos 395 d10/12,5 L=4,15m 5 10 10 10 10 jos 410 d10/12,5 L=4,30m 7 5 d10/12,5 6 jos 600 d8/15 L=6,20m 8 10 10 jos 600 d8/15 L=6,20m 8 10 10 jos 460 d8/15 L=4,70m 9 10 10 10 sus 110 d8/20 L=1,30m 10 10 10 sus 110 d8/20 L=1,30m 10 10 10 sus 215 d10/12,5 L=2,35m 11 10 10 10 10 10 10 sus 160 d10/15 L= 1,80m 12 sus 150 d10/15 L= 1,70m 13 sus 110 d10/15 L= 1,30m 14 14 14 sus 155 d10/15 L= 1,75m 16 10 10 10 10 jos 245 d8/15 L=2,65m 3 10 10 sus 120 d10/15 L= 1,40m 15 15 sus 160 d10/15 L= 1,80m 17 10 sus 155 d10/15 L= 1,65m 18 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus si jos Rep.d6/15 19 sus si jos Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 20 Bordaj 2d12 \LMateriale\l hp=13 cm beton armat: C 16/20 (Bc20) otel beton PC52 (rezistenta) OB37 (repartitii) Acoperire cu beton cnom =15mm scaun.d12 OB37 1buc/mp L=1.15m 21 5 5 5 5 5 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D C 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 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D 5 C’ 5 jos 1000 d8/15 L=10,20m 1 10 10 d8/15 2 5 jos 510 d10/12,5 L=5,30m 4 10 10 jos 395 d10/12,5 L=4,15m 5 10 10 10 10 jos 410 d10/12,5 L=4,30m 7 5 d10/12,5 6 jos 600 d8/15 L=6,20m 8 10 10 jos 600 d8/15 L=6,20m 8 10 10 jos 460 d8/15 L=4,70m 9 10 10 10 sus 110 d8/20 L=1,30m 10 10 10 sus 110 d8/20 L=1,30m 10 10 10 sus 215 d10/12,5 L=2,35m 11 10 10 10 10 10 10 sus 160 d10/15 L= 1,80m 12 sus 150 d10/15 L= 1,70m 13 sus 110 d10/15 L= 1,30m 14 14 14 sus 155 d10/15 L= 1,75m 16 10 10 10 10 jos 245 d8/15 L=2,65m 3 10 10 sus 120 d10/15 L= 1,40m 15 15 sus 160 d10/15 L= 1,80m 17 10 sus 155 d10/15 L= 1,65m 18 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus si jos Rep.d6/15 19 sus si jos Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 19 sus Rep.d6/15 20 Bordaj 2d12 \LMateriale\l hp=13 cm beton armat: C 16/20 (Bc20) otel beton PC52 (rezistenta) OB37 (repartitii) Acoperire cu beton cnom =15mm scaun.d12 OB37 1buc/mp L=1.15m 21 5 5 5 5 5 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D C 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 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D 5 C’ 5 jos 1000 d8/15 L=10,20m 1 10 10 jos 395 d10/12,5 L=4,15m 4 10 10 10 10 jos 410 d10/12,5 L=4,30m 3 jos 600 d8/15 L=6,20m 5 10 10 jos 600 d8/15 L=6,20m 5 10 10 jos 600 d8/15 L=6,20m 6 10 10 10 sus 110 d8/20 L=1,30m 7 10 10 sus 110 d8/20 L=1,30m 7 10 10 10 10 10 10 sus 160 d10/15 L= 1,80m 9 sus 150 d10/15 L= 1,70m 10 sus 110 d10/15 L= 1,30m 11 11 sus 155 d10/15 L= 1,75m 16 10 10 10 10 jos 245 d8/15 L=2,65m 2 8 sus 160 d10/15 L= 1,80m 17 \LMateriale\l hp=13 cm beton armat: C 16/20 (Bc20) otel beton PC52 (rezistenta) OB37 (repartitii) Acoperire cu beton cnom =15mm scaun.d12 OB37 1buc/mp L=1.15m 13 5 5 5 5 5 10 10 jos 245 d8/15 L=2,65m 2 10 10 sus 120 d10/15 L= 1,40m 8 10 10 10 10 sus 160 d10/15 L= 1,80m 9 sus 150 d10/15 L= 1,70m 10 12 sus Rep.d6/15 12 sus Rep.d6/15 12 sus Rep.d6/15 12 sus Rep.d6/15 12 sus Rep.d6/15 12 sus Rep.d6/15 12 sus Rep.d6/15 12 sus Rep.d6/15 12 sus Rep.d6/15 12 sus Rep.d6/15 GRINDA FUNDATIE GR1-30X40 GR1-30X40 GR1-30X40 5 5 5 5 5 5 5 + 8,35 + 7,95 + 5,55 + 5,15 + 2,75 + 2,35 – 0,05 – 1,20 100\XEtr.d8/10 90\XEtr.d8/15 190\XEtr.d8/10 90\XEtr.d8/15 190\XEtr.d8/10 90\XEtr.d8/15 180\XEtr.d8/10 210 4d16 L=2,35m 1 25 180 4d12 L=2,35m 2 25 360 4d16 L=3,60m 3 340 4d12 L=3,40m 4 360 4d16 L=3,60m 3 340 4d12 L=3,40m 4 25 275 4d16 L=3,00m 5 S1-30×30 5 GRINDA FUNDATIE GR1-30X40 GR1-30X40 GR1-30X40 5 5 5 5 5 5 5 + 8,35 + 7,95 + 5,55 + 5,15 + 2,75 + 2,35 – 0,05 – 1,20 100\XEtr.d8/10 90\XEtr.d8/15 190\XEtr.d8/10 90\XEtr.d8/15 190\XEtr.d8/10 90\XEtr.d8/15 180\XEtr.d8/10 195 6d14 L=2,20m 6 25 350 4d14 L=3,50m 7 350 4d14 L=3,50m 7 25 275 4d14 L=3,00m 8 S2-30×30 5 \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise \LDet. S1-30×30 \lSC. 1:20 30 30 Etr.d8/10/15 L=1.10m 25 25 25 25 9 17 17 17 17 Etr.d8/10/15 L=0.78m 10 4d16 1 4d12 2 \LDet. S2-30×30 \lSC. 1:20 6d14 6 30 30 Etr.d8/10/15 L=1.10m 25 25 25 25 9 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D C \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D C12/15 (Bc15) Beton simplu 3d12 3d12 agrafed8/40 6d14 5d12 4d14 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 5 5 5 5 5 5 5 5 5 5 5 5 – 0,35 – 0,35 – 0,35 – 0,35 – 0,35 – 0,35 a a a a a a a a b b b b c c c c c c Pardoseala Sapa beton Placa ba slab armat 10 cm Term. polistiren extrudat 5cm Folie PVC Strat pietris 15 cm Pamant compactat Pamant natural Zidarie caramida Porotherm 5 5 5 5 5 5 5 5 5 5 5 Detaliul a-a C12/15 (Bc15) Beton simplu Pardoseala Sapa beton Placa ba slab armat 10 cm Term. polistiren extrudat 5cm Folie PVC Strat pietris 15 cm Pamant compactat Pamant natural Zidarie caramida Porotherm 5 5 5 5 5 5 5 5 5 5 5 5 5 Detaliul b-b 5 5 5 5 5 5 5 5 5 2÷3% Trotuar Strat nisip Pamant natural \W0.85;- 0,05 \W0.85;- 0,55 (C.T.N.) \W0.85;- 0,80 \W0.85;- 1,75 ( CTF ) \W0.85;- 1,20 \W0.85;- 0,05 \W0.85;- 0,55 (C.T.N.) \W0.85;- 0,80 \W0.85;- 1,75 ( CTF ) \W0.85;- 1,20 Hidroizolatie orizontala \W0.85;± 0,00 ( PARTER FINIT ) C8/10 C16/20 5 Detaliul c-c 5 3d12 5 3d12 5 2d12 5 30 30 45 45 Etr. d8/10 OB37 L=1.60 m 5 50 6 Agrafe d6/20 OB37 5 C16/20 C16/20 30 30 105 105 Etr.d8/15 L=2,80m 5 5 60 30 30 60 5 5 Etr.d8/15 L=1,90m 1 1 2 2 2 3 4 Living S=19,35 mp ±\W0.85; 0,00 Bucatarie S=12,25mp ±\W0.85; 0,00 Baie S=2,975mp Camara S=2,55mp Hol S=6,175mp ±\W0.85; 0,00 -0,50=CTA hp=0,00 hp=90 hp=90 \W0.8; 3Tr 25x15cm – 0,05 hp=1,60 SECTIUNE A-A SECTIUNE A-A \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D A B D C hp=90 \W1.28571x;LEGENDA: \W1.28571x; \W5.72738; \W1.28571x;Caramida ” POROTHERM” \W5.72738; \W1.28571x;300x250x238cm\W1.28571x; \W5.72964; \W1.28571x; \W1.28571x; \W5.72796; \W1.28571x;Beton armat\W1.28571x; \W1.28571x; \W1.28571x; BCA 15 grosime \W1.28571x; \W5.72836; \W1.28571x;Polistiren expandat 10 cm grosime\W1.28571x; \LNOTA: – COTELE IN PLANURI SUNT DATE LA “ROSU”; NU INCLUD GROSIMILE TERMOSISTEMULUI DE FATADA SI ALE TENCUIELILOR INTERIOARE Debara S=2,60mp hp=90 5 140\X130 5 100\X220 5 60\X130 5 60\X130 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 70\X210 5 5 5 5 5 5 5 5 5 5 5 140\X130 5 5 5 5 5 5 60\X80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 80\X210 5 70\X210 85 140\X210 5 5 5 5 5 160\X220 5 5 5 5 5 hp=90 Dormitor 1 S=19,35 mp + 2,80 Dormitor 2 S=12,25mp Baie S=2,975mp Camara S=2,55mp Hol S=2,435mp hp=0,00 hp=90 hp=1,60 SECTIUNE A-A SECTIUNE A-A \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D A B D C hp=90 \W1.28571x;LEGENDA: \W1.28571x; \W5.72738; \W1.28571x;Caramida ” POROTHERM” \W5.72738; \W1.28571x;300x250x238cm\W1.28571x; \W5.72964; \W1.28571x; \W1.28571x; \W5.72796; \W1.28571x;Beton armat\W1.28571x; \W1.28571x; \W1.28571x; BCA 15 grosime \W1.28571x; \W5.72836; \W1.28571x;Polistiren expandat 10 cm grosime \W1.28571x; \W1.28571x; Ghips carton (‘Rigips”)\W1.28571x; \LNOTA: – COTELE IN PLANURI SUNT DATE LA “ROSU”; NU INCLUD GROSIMILE TERMOSISTEMULUI DE FATADA SI ALE TENCUIELILOR INTERIOARE hp=90 5 140\X130 60\X130 60\X130 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 5 5 5 5 5 + 2,80 + 2,80 16 TR 25×17,5 16 TR 25×17,5 5 60\X60 5 hp=160 5 80\X210 5 5 5 5 80\X210 5 70\X210 5 Baie S=3,85mp Balcon S=2,65mp + 2,75 80\X220 80\X220 5 5 140\X130 5 5 5 5 5 5 60\X80 5 5 5 5 5 5 5 Dormitor 3 S=19,35 mp + 5,60 Dormitor 4 S=12,25mp Baie S=2,975mp Camara S=2,55mp Hol S=2,435mp hp=0,00 hp=90 hp=90 hp=1,60 SECTIUNE A-A SECTIUNE A-A \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.10206; 3’ \W1.16907; 4 \W1.03386; 1 \W1.14588; 2 \W1.10206; 3 \W1.16907; 4 A B D A B D C hp=90 \W1.28571x;LEGENDA: \W1.28571x; \W5.72738; \W1.28571x;Caramida ” POROTHERM” \W5.72738; \W1.28571x;300x250x238cm\W1.28571x; \W5.72964; \W1.28571x; \W1.28571x; \W5.72796; \W1.28571x;Beton armat\W1.28571x; \W1.28571x; \W1.28571x; BCA 15 grosime \W1.28571x; \W5.72836; \W1.28571x;Polistiren expandat 10 cm grosime \W1.28571x; \W1.28571x; Ghips carton (‘Rigips”)\W1.28571x; \LNOTA: – COTELE IN PLANURI SUNT DATE LA “ROSU”; NU INCLUD GROSIMILE TERMOSISTEMULUI DE FATADA SI ALE TENCUIELILOR INTERIOARE hp=90 5 140\X130 60\X130 5 60\X130 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 5 5 5 5 5 5 + 5,60 + 5,60 16 TR 25×17,5 5 60\X60 5 hp=160 5 80\X210 5 5 5 5 80\X210 5 70\X210 5 Baie S=3,85mp Balcon S=2,65mp + 5,55 80\X220 80\X220 5 5 140\X130 5 5 5 5 5 60\X80 5 5 5 5 5 5 5 FATADA SPRE STRADA \W0.85;± 0,00 ( parter finit ) \W0.85;+ 2,50 \W0.85;+ 4,00 \W0.85;+ 4,05 \W0.85;+ 10,55 ( coama ) \W0.85;± 0,00 ( parter finit ) \W0.85;+ 3,65 ( balustrada ) \W0.85;+ 5,00 ( boiandrug ) \W0.85;+ 2,20 ( boiandrug ) \W0.85;+ 2,80 ( mansarda finit ) \W0.85;- 0,55 ( CTN ) \W0.85;- 0,50 ( CTA ) \LLista finisaje fatada 1. Placare soclu imitatie piatra – culoare gri inchis 2. Finisaj driscuit fin vopsit cu lavabil de exterior (culoare crem) 3. Imitatie caramida aparenta 4. Usa metalica cu geam tip “termopan” 5 .Usa cu geam tip “termopan” la balcoane – culoare maro 6. Balustrada lemn baituit – culoare maro 7. Pazie lemn baituit – culoare maro 8. Invelitoare tabla tip ‘Lindab’ – culoare brun inchis 1 2 4 3 5 6 7 8 5 6 \W0.85;+ 8,40 \W0.85;+ 6,45 ( balustrada ) \W0.85;+ 7,80 ( boiandrug ) \W0.85;+ 5,60 ( mansarda finit ) FATADA LATERALA \W0.85;± 0,00 ( parter finit ) \W0.85;+ 3,65 ( balustrada ) \W0.85;+ 2,20 ( boiandrug ) \W0.85;+ 2,80 ( mansarda finit ) \W0.85;+ 2,50 \W0.85;+ 4,00 \W0.85;± 0,00 ( parter finit ) \W0.85;+ 2,20 ( boiandrug ) \W0.85;+ 0,90 ( parapet ) \W0.85;- 0,55 ( CTN ) \W0.85;- 0,50 ( CTA ) 1 2 3 4 5 6 7 6 5 \W0.85;+ 5,00 ( boiandrug ) \W0.85;+ 6,45 ( balustrada ) \W0.85;+ 7,80 ( boiandrug ) \W0.85;+ 5,60 ( mansarda finit ) 7 8 \W0.85;+ 8,40 \LLista finisaje fatada 1. Placare soclu imitatie piatra – culoare gri inchis 2. Finisaj driscuit fin vopsit cu lavabil de exterior (culoare crem) 3. Imitatie caramida aparenta 4. Usa metalica cu geam tip “termopan” 5 .Geam tip “termopan”- culoare maro 6. Balustrada lemn baituit – culoare maro 7. Pazie lemn baituit – culoare maro 8. Invelitoare tabla tip ‘Lindab’ – culoare brun inchis \W0.85;± 0,00 ( parter finit ) \W0.85;+ 3,65 ( balustrada ) \W0.85;+ 2,80 ( mansarda finit ) \W0.85;± 0,00 ( parter finit ) \W0.85;+ 2,20 ( boiandrug ) \W0.85;+ 1,60 ( parapet ) \W0.85;- 0,55 ( CTN ) \W0.85;- 0,50 ( CTA ) 6 6 \W0.85;+ 6,45 ( balustrada ) \W0.85;+ 7,80 ( boiandrug ) \W0.85;+ 5,60 ( mansarda finit ) 4 5 \W0.85;+ 10,55 ( coama ) \W0.85;+ 8,40 3 1 2 \LLista finisaje fatada 1. Placare soclu imitatie piatra – culoare gri inchis 2. Finisaj driscuit fin vopsit cu lavabil de exterior (culoare crem) 3 .Geam tip “termopan” – culoare maro 4. Pazie lemn baituit – culoare maro 5. Invelitoare tabla tip ‘Lindab’ – culoare brun inchis \W0.85;+10,55 (coama) C8/10 C16/20 C12/15 C16/20 C12/15 C16/20 A B D 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \W4.70398; 1. PARDOSEALA PARCHET \W4.99006; 2. ADEZIV \W4.94367; 3. SAPA \W5.04934; 4. HIDROIZOLATIE \W4.94624; 5. PLACA BETON ARMAT \W4.96171; 6. FOLIE HIDROIZOLATIE \W4.92563; 7. TERMOIZOLATIE PLOISTIREN EXTRUDAT \W4.94882; 8. STRAT PIETRIS \W4.94624; 9. UMPLUTURA COMPACTATA \W4.70398; 10. PAMANT NATURAL \W4.70398; 1. PARDOSEALA PARCHET \W4.99006; 2. ADEZIV \W4.94367; 3. SAPA \W5.04934; 4. PLACA BETON ARMAT \W4.70398; 1. PARDOSEALA PARCHET \W4.99006; 2. ADEZIV \W4.94367; 3. SAPA \W5.04934; 4. PLACA BETON ARMAT ZIDARIE CARAMIDA POROTHERM ±0.00 (finit parter) + 2,80 (finit mansarda) + 5,60 (finit mansarda) + 8,35 (placa ba) TERMOSISTEM FATADA POLISTIREN EXPANDAT 10CM+TENCUIALA 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 – Invelitoare tabla tip ”LINDAB” – Sipci de lemn transversale pentru prinderea tablei – Folie hidroizolanta pentru protectia termoizolatiei – Astereala din scanduri de lemn ignifigate – Capriori de lemn ignifugati – 10x15cm – Termoizolatie vata minerala, intre capriori, 10cm grosime – Termoizolatie vata minerala, la fata capriorilor, 5cm grosime – Folie bariera contra vaporilor (folie PVC) 5 5 175 415 (lungime caprior) 5 5 32° 32° 32° 32° \W0.85;+10,55 (coama) \W0.85;+ 8,40 \W0.85;+ 8,40 \W0.85;+ 8,40 \W0.85;+ 8,40 5 5 5 5 5 5 5 45° 45° \W0.85;+ 4,00 \W0.85;+ 2,50 \W0.85;+ 2,50 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 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 1,75 – 0,95 – 0,95 – 0,95 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 S1 30×30 C’ 5 5 5 C’ C’ 5 5 5 5 C’ 5 5 S1 30×30 S2 30×30 S2 30×30 S2 30×30 S2 30×30 \LMATERIALE PENTRU FUNDATIE:PENTRU FUNDATIE: Beton simplu egalizare: C6/7,5 Beton armat:C16/20,T3/T4, P\H0.70000x;\S8^ 4;, II AS 32.5 R, A/C = 0.5, 0-20 mm Otel: OB37-etrieri \W5.15309; PC52,STNB Acoperire armaturi: – grinzi : cnom=25mm -fundatii cnom=50mm. 3d12 3d12 agrafed8/40 6d14 5d12 4d14 5 5 5 5 5 5 5 30 30 105 105 Etr.d10/20 L=2,80m 5 5 60 30 30 60 5 5 Etr.d10/20 L=1,90m 1 1 2 2 2 3 4 \LMATERIALE PENTRU FUNDATIE:PENTRU FUNDATIE: Beton simplu egalizare: C6/7,5 Beton armat:C16/20,T3/T4, P\H0.70000x;\S8^ 4;, II AS 32.5 R, A/C = 0.5, 0-20 mm Otel: OB37-etrieri \W5.15309; PC52,STNB Acoperire armaturi: – grinzi : cnom=25mm -fundatii cnom=50mm. \W0.85;- 0,05 \W0.85;- 0,55 (C.T.N.) \W0.85;- 0,95 ( CTF ) Agrafe d8/20 OB37 Agrafe d8/20 OB37 5 \W0.85;- 0,55 ( CTN ) \W0.85;- 0,50 ( CTA ) \W0.85;- 0,55 ( CTN ) \W0.85;- 0,50 ( CTA ) 5 5 5 5 5 5 Beton egalizare Beton egalizare FATADA SPRE STRADA \W0.85;± 0,00 ( parter finit ) \W0.85;+ 2,50 \W0.85;+ 4,00 \W0.85;+ 4,05 \W0.85;± 0,00 ( parter finit ) \W0.85;+ 3,70 ( balustrada ) \W0.85;+ 5,00 ( boiandrug ) \W0.85;+ 2,20 ( boiandrug ) \W0.85;+ 2,80 ( mansarda finit ) \W0.85;- 0,55 ( CTN ) \W0.85;- 0,50 ( CTA ) 5 6 \W0.85;+ 8,40 \W0.85;+ 6,50 ( parapet ) \W0.85;+ 7,80 ( boiandrug ) \W0.85;+ 5,60 ( mansarda finit ) 4 \W0.85;+ 0,90 ( parapet ) 1 2 3 \LLista finisaje fatada 1. Placare soclu imitatie piatra – culoare gri inchis 2. Finisaj driscuit fin vopsit cu lavabil de exterior (culoare crem) 3. Imitatie caramida aparenta 4 .Geam tip “termopan”- culoare maro 5. Pazie lemn baituit – culoare maro 6. Invelitoare tabla tip ‘Lindab’ – culoare brun inchis 6 \W0.85;+ 10,55( coama ) \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise \LNota: \l Inainte de turnarea betonului in placi , stalpi si grinzi se vor consulta cu atentie plansele de arhitectura si plansele de instalatii in vederea pozitionarii corecte a tuturor golurilor de traversare si a elementelor inglobate (ex. prize impamantare) Se atrage in mod deosebit atentia asupra corectei compactari si ulterior a corectei tratari pana la intarire a betonului pentru a se putea obtine performante conform clasei prescrise