Romanian House DWG Plan for AutoCAD

Housing architectonic plans with 2 levels – plants – sections – facades etc. – Structural plans – Installations – details etc

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

ecorom, the name of the floor :, beneficiary :, scale:, plan:, projected, date:, project no :, architecture, dtac, phase :, project chief, project title: drawing, ground floor, terrace, balcony, panthelimon city, ilfov county, main facade, gypsum board, osb, ctn, cta, car access gate, pedestrian access gate, a ‘aa, horizontal waterproofing, floor, concrete, pvc , compact ground, natural soil, bitumen, pavement, sand layer, brick masonry brick durotherm, bb, cc, up, up and down, detail, detail b, detail c, foundation base, dd

Raw text data extracted from CAD file:

27 27 17.5 17.5 17.5 40 40 50 17.5 17.5 17.5 30 10 30 345 60 75 180 120 145 15 230 260 365 10 30 75 305 140 210 150 120 145 140 100 220 100 220 230 260 365 1277 90 10 30 380 30 380 90 210 25 10 30 235 15 130 30 380 30 10 100 220 95 60 60 15 410 160 250 15 92 256 92 410 850 10 30 200 30 230 30 335 30 195 45 80 210 75 30 75 30 460 30 335 30 20 80 210 75 75 150 140 145 165 140 345 60 75 180 120 130 180 15 230 260 365 10 30 260 100 220 30 100 220 395 15 230 260 365 15 885 15 410 410 15 850 10 30 380 30 380 30 10 10 30 380 30 380 30 25 80 210 15 80 210 70 220 360 885 30 200 30 230 30 335 30 90 210 50 90 210 30 339 12 312 12 150 25 80 210 150 70 220 60 90 140 15 280 100 30 100 180 15 885 280 80 145 490 15 250 160 15 850 115 280 80 130 130 80 130 280 15 15 850 15 490 212.5 212.5 90 255 315 1005 485 485 40 1010 410 75 205 280 970 1060 255 235 2.35 27 13 5 2.10 40 30 3.80 3.80 30 17.5 30 410 410 30 60 350 60 120 195 60 880 40 30 1.40 30 27 35 5 10 20 20 40 70 190 60 140 25 10 55 25 25 250 7 80 1.15 40 40 25 25 20 100 250 25 30 30 100 270 105 405 880 60 350 60 350 60 160 250 350 60 60 350 60 60 60 97.5 35 212.5 30 30 15 30 15 30 30 15 30 15 30 30 15 30 15 112.5 202.5 60 30 30 15 30 15 30 30 15 30 15 35 60 30 30 15 30 15 60 30 30 15 30 15 30 30 15 30 15 17.5 17.5 30 230 260 365 30 105 230 260 365 66 66 66 215 97.5 100 915 60 305 60 30 30 15 30 15 30 30 15 30 15 535 60 30 30 15 30 15 35 17.5 17.5 212.5 60 305 60 30 30 30 30 15 30 15 182.5 60 30 30 15 30 15 30 915 30 410 410 30 880 15 15 30 70 40 50 170 60 90 15 15 30 70 40 170 50 30 50 15 15 30 70 40 170 60 90 30 60 35 70 40 50 30 10 15 15 40 50 30 35 15 15 40 50 13 27 15 230 260 365 15 885 15 105 230 260 365 15 990 15 410 160 250 15 92 256 92 410 850 30 75 30 460 30 335 30 105 13 27 27 13 30 200 30 230 30 335 30 290 13 27 13 27 13 27 13 27 13 17 13 27 13 27 25 15 410 410 15 850 30 460 30 335 30 75 30 15 230 260 365 15 885 230 260 885 15 410 410 15 850 15 410 410 15 850 30 380 30 380 30 18 75 30 107 18 75 30 15 30 200 30 230 30 335 30 284 81 270 81 169 365 15 15 18 75 30 107 15 410 410 15 30 380 30 380 30 107 15 410 30 380 30 75 30 30 200 30 230 30 335 30 15 457 75 75 221 75 57 230 260 365 15 15 230 260 885 15 105 230 260 365 15 990 15 410 160 250 15 92 256 92 410 850 15 410 410 15 850 365 15 100 100 100 85 100 100 100 85 85 85 85 85 100 15 230 260 885 15 105 230 260 365 15 990 15 410 160 250 15 92 256 92 410 850 15 410 410 15 850 365 15 \A1;10 \A1;10 \A1;30 \A1;30 \A1;35 590 590 490 212.5 212.5 90 1005 1060 255 315 255 235 1010 485 485 40 410 75 205 280 970 4.10 1.30 Etr.d8/10 4.10 1.30 Etr.d8/10 15 15 30 3.80 30 1.30 Etr.d8/10 1.20 Etr.d8/15 15 260 15 30 230 30 Etr.d8/15 15 15 30 3.80 30 1.30 Etr.d8/10 1.20 Etr.d8/15 30 27 27 27 27 12 27 27 27 27 12 30 27 100 30 100 70 90 240 40 150 30 Etr.d8/10 Etr.d8/15 Etr.d8/10 Etr.d8/15 Etr.d8/10 Etr.d8/10 Etr.d8/15 Etr.d8/10 Etr.d8/15 Etr.d8/15 Etr.d8/10 Etr.d8/10 Etr.d8/15 30 30 30 15 23 15 23 Etr.d6/10 Etr.d6/15 240 40 225 30 Etr.d8/10 Etr.d8/10 30 30 30 35 27 30 30 35 27 30 30 Etr.d6/10 10 15 15 30 50 30 50 35 50 100 60 10 60 10 60 10 \T0.9;tel. 07420796658/0741154824 \T0.9;str. E.A.Bieltz Nr. 91, Sibiu e c o r o m 15 170 285 495 150 15 485 160 140 35 160 140 160 80 140 50 170 810 150 1130 30 40 90 10 30 255 30 465 30 10 110 30 315 150 210 10 30 360 25 220 25 440 30 10 60 80 210 80 25 100 130 25 555 60 90 515 15 387.5 245 467.5 15 1130 95 30 100 160 95 80 220 60 220 15 395 390 15 425 390 815 30 350 10 30 360 30 365 30 10 70 70 70 118 12 235 10 90 210 10 90 210 18 158 30 365 30 10 30 350 25 90 155 200 160 80 90 220 55 130 235 15 395 185 205 15 425 390 815 200 160 155 Baie \H0.8333x;S=5,17mp Dormitor \H0.8333x;S=13,14mp Living \H0.8333x;S=27,37mp Hol \H0.8333x;S=2,60mp Bucatarie \H0.8333x;S=16,06mp Terasa \H0.8571x;s=6,00mp hp=90 hp=65 hp=65 hp=65 hp=85 hp=85 hp=135 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 -0,50 -0,50 -0,50 -2,20 -0,05 -0,05 -0,50 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 24732.34972546028 Terasa \H0.8571x;s=6,00mp 15 Tr. 28×17 \W0.8;3Tr.30×15 \W0.8;3Tr.30×15 \W0.8;10Tr.28×17 ± 0,00 ± 0,00 ± 0,00 ± 0,00 ± 0,00 1 2 4 6 7 A C D A C D B NOTA: \fArial|b1|i0|c238|p34; – TOATE ELEMENTELE DE BETON ARMAT VOR FI EXECUTATE SI DIMENSIONATE CONFORM PLANURILOR DE REZISTENTA; – SE VOR RESPECTA STRICT COTELE GOLURILOR GHENELOR DE INSTALATII SI DE VENTILATII; – SE VOR RESPECTA STRICT COTELE SI POZITIA SCARII DE ACCES; – COTA ±0.00 ESTE DATA LA PARDOSEALA FINITA A PARTERULUI; – SE VOR RESPECTA INDICATIILE PRIVIND TERMOIZOLATIILE SI HIDROIZOLATIILE DIN PLANSELE DESENATE – IN CAZUL UTILIZARII ALTOR TIPURI DE HIDROIZOLATII FATA DE CELE RECOMANDATE IN PROIECT, SE VA CONSULTA ARHITECTUL; – SE VOR RESPECTA POZITIONARILE ECHIPAMENTELOR DIN BUCATARII, IN SPECIAL POZITIONAREA ARAGAZULUI SI CENTRALELOR TERMICE; – COTELE IN PLANURI SUNT DATE LA “ROSU”; NU INCLUD GROSIMILE TERMOSISTEMULUI DE FATADA SI ALE TENCUIELILOR INTERIOARE. 1 3 5 7 24732.34972546028 24732.34972546028 \W1.12500x;LEGENDA: \W1.12500x; \W5.72738; \W1.12500x;Caramida POROTHERM” \W5.72967; \W1.12500x;Beton armat\W1.12500x; \W1.12500x; \W5.73007; \W1.12500x;Polistiren expandat 10 cm grosime \W1.12500x; \W1.12500x; Ghips carton (‘RIGIPS’) 12 cm\W1.12500x; A A NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA D.T.A.C. A.03 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT PLAN PARTER CATEGORIA DE IMPORTANTA ESTE “C” – NORMALA cond. arh. Ionescu Horatiu cond. arh. Ionescu Horatiu cond. arh. Ionescu Horatiu 410 30 30 410 380 105 15 93 105 410 30 1020 90 70 5 50 17.5 17.5 17.5 5 5 30 5 0.00 30 1-1 2-2 2.80 1 d12 Pc52 1 d12 Pc52 etrier d8/15 OB37 L=2.31m 2 73 35 2 1 d12 Pc52 3 d8/15 OB37 L=0.55m 3 35 8 8 4 17.5 17.5 17.5 5 d14 Pc52 6 3-3 8 d10/10 Pc52 7 d10/10 Pc52 7 d10/10 Pc52 8 d10/10 Pc52 5 25 25 35 35 6 Etr. d8/15 L=1,30 25 25 25 25 4 Etr. d8/15 L=1,10 \LMateriale\l Beton Armat: C 16/20 (Bc20) hr=15 cm Otel beton PC52 ,OB37 Acoperire cu beton grinzi \H1.256x; c\H0.7964x;nom =25mm rampa scara \H1.256x;c\H0.7964x;nom =15mm 28 21 29 30 28 12 30 31 DETALIUL IMBINARE scara 1:10 DETALIUL IMBINARE GRINZI scara 1:10 \LLEGENDA : 1. ZIDARIE 30 cm 2.Tencuiala interioara 1-2 cm 3.Polistiren expandat 10 cm 4.Dibluri de plastic 5.Plasa fibra de sticla + tencuiala exterioara 6.Centura ba 30×30 7.Tirant otel d12-14 8.Piulita 9.Placa ghips carton 10.Placa OSB 11.Termoizolatie vata minera 12.Cosoroaba 15×18 cm 13.Scandura 14.Pazie 15.Caprior 10×15 cm 16.Astereala 17.Folie-bariera contra vaporilor 18.Sipci longitudinale 19.Sipci transversale 20.Invelitoare 21.Pop 15×15 22.Contrafisa 23.Scoaba 24.Clesti 25.Cuie 26.Pana coama 15×15 cm 27.Carton asfaltat 28.Talpa lemn 15×18 cm 29.Corniere metalice 30 Cuie sau holdsuruburi 31 .Platbanda 17 15 18 19 20 17 15 18 19 20 26 DETALIUL c scara 1:10 21 26 23 25 24 17 15 18 16 19 20 DETALIUL b scara 1:10 1 2 4 5 6 7 9 10 8 11 12 13 14 15 16 17 18 19 20 27 DETALIUL a scara 1:10 3 TRIMITERI\L: Pentru plan sarpanta vezi plansa R06 Living+dining \H0.8333x;S=20,90mp Dormitor \H0.8333x;S=12,72mp Grup sanit. \H0.8333x;S=4,70mp Hol \H0.8333x;S=5,98mp 1 D 2 3 4 B A 1 2 3 4 16 Tr. 27×17,5 hp=90 hp=90 hp=90 \W0.8;3Tr.30×15 1′ Ghena 25x35cm hp=90 Bucatarie \H0.8333x;S=12,72mp hp=90 C 5 60\X75 5 120\X145 5 5 5 5 5 5 5 5 5 5 5 5 5 5 80\X210 5 5 5 5 5 5 140\X210 5 5 5 5 5 5 hp=160 5 120\X145 5 100\X220 100\X220 hp=0,00 5 5 5 1277 5 5 5 5 5 5 90\X210 5 5 80\X210 5 5 5 5 5 5 5 5 5 5 5 5 140\X145 5 100\X220 95 60\X60 140 hp=175 5 5 5 5 5 92 256 92 5 5 – 0.50 \W0.8;3Tr.30×15 – 0.50 \W0.85;± 0,00 \W0.85;± 0,00 \W0.85;± 0,00 \W0.85;± 0,00 \W0.85;- 0,50 \W0.85;- 0,50 \W0.85;- 0,55=CTN \W0.85;- 0,55=CTN A A D B A C \W0.85;-0,50 (CTA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;+ 7,95 ( COAMA ) \W0.85;+ 6,70 \W0.85;+ 4,55 \W0.85;+ 3,65 ( BALUSTRADA ) \W0.85;+ 2,35 ( BUINANDRUG ) \W0.85;+0,90 ( PARAPET ) \W0.85;+ 7,95 ( COAMA ) \W0.85;+ 6,75 \W0.85;+ 4,55 \W0.85;+ 3,65 \W0.85;+ 2,35 \W0.85;+ 1,55 \W0.85;-0,55 (CTN) \W0.85;+ 6,50 \W0.85;1 \W0.85;2 \W0.85;5 \W0.85;4 \W0.85;6 \W0.85;8 \W0.85;9 \W0.85;7 \W0.85;5 \W0.85;8 \W0.85;3 \W0.85;9 \W0.85;+ 3,40 \W0.85;3 \W0.85;+ 2,80 ( MANSARDA FINIT ) \W0.85;-0,50 (CTA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;+ 7,95 ( COAMA ) \W0.85;+ 4,55 \W0.85;+ 2,35 ( BOINANDRUG ) \W0.85;+0,90 ( PARAPET ) \W0.85;+ 6,55 \W0.85;+ 3,65 ( BALUSTRADA ) \W0.85;1 \W0.85;3 \W0.85;3 \W0.85;5 \W0.85;7 \W0.85;2 \W0.85;4 \W0.85;9 \W0.85;8 \W0.85;6 \W0.85;-0,50 (CTA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;+ 7,95 ( COAMA ) \W0.85;+ 4,55 \W0.85;+ 2,35 ( BOINANDRUG ) \W0.85;+0,90 ( PARAPET ) \W0.85;+ 3,65 ( BALUSTRADA ) \W0.85;-0,50 (CTA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;+ 8,10 ( COAMA ) \W0.85;+ 6,75 \W0.85;+ 4,55 \W0.85;+ 3,65 ( BALUSTRADA ) \W0.85;+ 7,95 ( COAMA ) \W0.85;+ 4,55 \W0.85;+ 7,45 \W0.85;7 \W0.85;-0,55 (CTN) \W0.85;+ 6,70 \W0.85;6 Dormitor 3 \H0.8333x;S=12,72mp Dormitor 1 \H0.8333x;S=12,88mp Dormitor 2 \H0.8333x;S=11,85mp Terasa Balcon Hol \H0.8333x;S=3,60mp Baie \H0.8333x;S=7,60mp Dressing \H0.8333x;S=5,70mp 1 2 3 4 1 2 3 4 16 Tr. 27×17,5 5 60\X75 180 120\X130 180 hp=90 hp=0,00 5 5 5 5 5 5 5 5 5 5 5 5 90\X210 5 90\X210 5 5 5 5 5 5 5 5 100\X220 5 100\X220 5 5 5 5 5 5 5 hp=0,00 hp=130 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 80\X210 5 80\X210 \W0.85;+2,80 5 80\X210 hp=90 5 70\X220 70\X220 360 60\X90 140 hp=0,00 5 \W0.85;+2,80 \W0.85;+2,80 \W0.85;+2,80 \W0.85;+2,80 A A D B A D B A \W0.85;-0,50 (CTA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;+ 7,95 ( COAMA ) \W0.85;+ 4,55 \W0.85;+ 2,35 ( GRINDA BA ) \W0.85;+0,90 ( PARAPET ) \W0.85;+ 2,80 ( MANSARDA FINIT ) \W0.85;+ 7,95 ( COAMA ) \W0.85;1 \W0.85;2 \W0.85;3 \W0.85;4 \W0.85;6 \W0.85;6 \W0.85;7 \W0.85;+ 5,85 \W0.85;+ 6,50 \W0.85;+ 6,70 \LLegenda: 1. Placare soclu piatra aparenta 2. Caramida aparenta 3. Finisaj driscuit fin vopsit cu lavabil de exterior 4. Usa metalica 5. Fereastra tip termopan 6. Usa tip termopan 7. Balustrada lemn 8. Pazie 9. Invelitoare tabla tip ‘Lindab’ NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 03.2011 D.T.A.C. A.04 FAZA: SEF PROIECT TITLU PROIECT: 143/03.2011 CONSTRUCTIE LOCUINTA P+M ORAS PANTELIMON, JUD. ILFOV DESENAT FATADA PRINCIPALA CATEGORIA DE IMPORTANTA ESTE “C” – NORMALA \LLegenda: 1. Placare soclu piatra aparenta 2. Finisaj driscuit fin vopsit cu lavabil de exterior 3. Caramida aparenta 4. Fereastra tip termopan 5. Usa metalica 6. Usa tip termopan 7. Balustrada lemn 8. Pazie 9. Invelitoare tabla tip ‘ Lindab’ \LLegenda: 1. Placare piatra aparenta 2. Finisaj driscuit fin vopsit cu lavabil de exterior 3. Fereastra tip termopan 4. Caramida aparenta 5. Balustrada lemn 6. Pazie 7. Invelitoare tabla tip ‘Lindab’ \LLegenda: 1. Placare soclu piatra aparenta 2. Finisaj driscuit fin vopsit cu lavabil de exterior 3. Caramida aparenta 4. Fereastra tip termopan 5. Balustrada lemn 6. Pazie 7. Invelitoare tabla tip ‘ Lindab’ 5 5 5 5 5 5 5 5 5 80\X145 5 5 5 5 5 5 hp=90 5 hp=90 5 80\X130 5 80\X130 5 5 5 5 5 \W0.85;5 \W0.85;1 \W0.85;2 \W0.85;3 \W0.85;5 \W0.85;4 \W0.85;+ 3,70 (parapet) \W0.85;+ 2,35 (grinda ba) \W0.85;+0,90 (parapet) \W0.85;-0,50 (CTA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;7 \W0.85;+ 4,55 \W0.85;+ 4,55 \W0.85;+ 4,55 \W0.85;+ 4,55 \W0.85;+ 6,50 \W0.85;+ 4,55 \W0.85;+ 6,75 \W0.85;+ 6,70 35° 35° 43° 40° 5 5 5 5 255 315 5 45° 45° \W0.85;+ 7,95 ( COAMA ) 5 5 5 5 5 5 5 5 5 5 5 5 \W0.85;-0,50 (CTA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;+ 6,75 \W0.85;+ 4,55 \W0.85;+ 3,65 ( BALUSTRADA ) \W0.85;+ 2,20 ( GRINDA +BOIANDR. BA ) \W0.85;+0,90 ( PARAPET ) \W0.85;+2,75 (PLACA B.A.) \W1.41667x;+2,80 (finit etaj) Plafon gips-carton 2.35 5 5 5 2.10 5 5 3.80 5 3.80 1.40 1 2 3 4 5 5 7 8 \W0.85;+2,45 5 5 A B D 5 5 5 5 5 5 5 120 35 195 5 5 5 5 5 5 5 5 \W0.85;COSOROABA 15X15 \W0.85;PANA INTERM. 15X15 \W0.85;PANA INTERM. 15X15 \W0.85;PANA COAMA 15X15 \W0.85;POPI 15X15 \W0.85;POPI 15X15 Grinzi lemn 12x18cm Placa osb \W0.85;CAPRIOR 10X15 5 6 5 LEGENDA: 1. Placa beton slab armata -10 cm 2. Polistiren extrudat – 5 cm 3. Pietris compactat 4. Umplutura compactata 5. Zidarie caramida DUROTHERM – 30 cm 6. Polistiren expandat -10 cm 7. Placa beton armat -13 cm 8. Centura beton armat 30×40 190 5 5 5 5 5 DETALIU POARTA GLISANTA ACCES AUTO SI POARTA PIETONALA (vedere din interiorul curtii) 7 10 5 5 1.15 5 5 4d8 OB37 d6/25 ob37 L=1.10 m 20 20 15 15 Detaliu stalp 25×25 40 25 d6/25 ob37 L=0.80 m 20 20 15 15 Detaliu centura 25×20 25 20 1 2 3 4 5 CTN CTA 4d10 OB37 5 5 Poarta acces auto Poarta acces pietonal Panouri transparente (tevi metalice) S2ba S1ba 30×30 S1ba 30×30 5 5 100 270 5 405 5 5 5 5 5 5 5 5 5 5 5 5 5 a a b b c c – 0,30 66 66 66 5 5 c c – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,05 – 1,65 – 1,65 – 1,65 – 1,65 97.5 215 97.5 – 0,30 – 0,50 ( CTS) – 0,55 ( CTN) – 0,50 ( CTS) – 0,55 ( CTN) – 0,50 ( CTS) – 0,55 ( CTN) – 1,65 5 5 – 1,65 – 1,65 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 S2ba – 1,65 5 5 5 5 5 – 1,05 – 1,05 – 1,65 – 1,05 5 5 – 1,05 5 5 5 5 5 5 5 5 5 100 915 S3ba 30×30 S3ba 30×30 \LNota: \H0.8x;\l Talpa de fundare se va incastra minim 20 cm in stratul bun de fundare , indiferent de adancimea la care se gaseste acesta respectand cotele minime prevazute in detaliile de fundatie si recomandarile din studiul geotehnic Cota minima de fundare Hinghet + 20cm Pe durata executiei sapaturilor si a fundatiilor se vor lua masuri pentru eliminarea din amplasament a apelor provenite din precipitatii prin realizarea unui dren in amonte. Saparea ultimilor 20 cm pe fundul santurilor se va face in mod obligatoriu numai inaintea turnarii betonului in fundatii. La realizarea umpluturilor interioare se va folosi material local rezultat din sapatura santurilor de fundatii , fara amestec cu sol vegetal. Hidroizolatia se realizeaza cu 2 membrane bituminoase. A A – 0,30 – 0,30 – 0,30 – 0,30 – 1,65 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 1 2 3 4 1 2 3 4 1′ D B A D B A C A’ A” 5 5 5 5 5 Etr. d8/15 OB37 L=1.10 m 25 25 25 25 Etr. d8/15 OB37 L=1.70 m 50 50 30 30 25 25 82 82 Etr. d8/15 OB37 L=2.24 m 4d14 4d10 5d14 C8/10 C16/20 a-a Hidroizolatie orizontala Pardoseala Sapa beton Placa ba slab armat 10 cm Term. polistiren extrudat 5cm Folie PVC Strat pietris 15 cm Pamant compactat Pamant natural Dop bitum Trotuar Strat nisip Pamant natural 15 15 30 70 40 50 170 30 10 Termoizolatie polistiren expandat 10 cm Zidarie portanta caramida Durotherm 2÷3% \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;- 0,05 \W0.85;- 0,55 \W0.85;- 0,95 \W0.85;- 1,65 ( CTF ) 15 15 60 40 50 90 1 3 2 4 5 6 C8/10 C16/20 b-b Hidroizolatie orizontala Pardoseala Sapa beton Placa ba slab armat 10 cm Term. polistiren extrudat 5cm Folie PVC Strat pietris 15 cm Pamant compactat Pamant natural 15 15 30 70 40 170 30 \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;- 0,05 \W0.85;- 0,55 \W0.85;- 0,95 \W0.85;- 1,65 ( CTF ) 50 30 Zidarie portanta caramida Durotherm \LMATERIALE PENTRU FUNDATIE:PENTRU FUNDATIE: Beton simplu egalizare: C8/10 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;- 0,50 ( CTS ) 35 50 C16/20 C8/10 Pardoseala Sapa beton Placa ba slab armat 10 cm Term. polistiren extrudat 5cm Folie PVC Strat pietris 15 cm Pamant compactat Pamant natural \W0.85;- 0,05 \W0.85;- 0,55 \W0.85;- 1,05 \W0.85;± 0,00 ( PARTER FINIT ) c-c \W0.85;- 0,55 ( CTN ) 9 Etr. d8/15 OB37 L=1.60 m Etr. d8/15 OB37 L=1.10 m 25 25 25 25 Etr. d8/15 OB37 L=1.70 m 50 50 30 30 25 25 82 82 Etr. d8/15 OB37 L=2.24 m 4d14 4d10 5d14 Detalii fundatii stalpi ba 30×30 15 15 30 70 40 170 \W0.85;- 0,05 \W0.85;- 0,55 \W0.85;- 0,95 \W0.85;- 1,65 ( CTF ) 15 15 60 40 50 90 1 3 2 4 5 6 30 60 \LMATERIALE PENTRU FUNDATIE:PENTRU FUNDATIE: Beton simplu egalizare: C8/10 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. 4d16 L= 2,60m stalpi ba 30×30 4d14 L= 2,40 m stalpisori ba 30×30 \W0.85;25 235 215 Etr.d8/10 Beton C8/10 Beton C16/20 3d14 3d14 35 30 30 45 45 2d10 Agrafa d6/40 7 7 8 10 L=0,40 70 40 50 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C2-30×30 C1-30×40 C1-30×40 G1-30×40 C1-30×40 C1-30×40 G2-30×30 C2-30×30 + 2,75 + 2,62 + 2,35 + 2,75 + 2,62 + 2,35 + 2,75 + 2,62 + 2,35 + 2,75 + 2,62 + 2,35 5 5 5 5 5 5 + 2,75 + 2,62 + 2,35 + 2,75 + 2,62 + 2,35 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 92 256 92 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 + 2,75 + 2,62 + 2,35 + 2,45 5 5 5 5 5 5 + 2,75 + 2,62 + 2,35 5 5 5 5 5 5 + 2,75 + 2,62 + 2,35 + 2,75 + 2,62 + 2,35 5 5 5 5 5 5 5 5 1 2 3 4 1 2 3 4 1′ D B A C D B A C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 C2-30×30 G3-30×40 C2-30×30 5 5 5 5 5 5 5 5 5 5 5 5 C2-30×30 + 5,30 + 5,00 C2-30×30 C2-30×30 SB-30×30 SB-30×30 SB-30×30 18 5 18 5 + 5.30 + 5.00 5 5 Centura ba (C2)axul 4-A,B,D 107 107 5 5 5 5 5 5 5 5 5 4 4 4 4 C2-30×30 SB-30×30 SB-30×30 18 5 + 5,30 + 5,00 5 107 5 5 5 5 5 5 Centura ba (C2)axul 3-B,D 4 SB-30×30 STALP BA -30×30 SB-30×30 C2-30×30 C2-30×30 C2-30×30 + 5.30 + 5.00 + 4,55 +4,25 + 4,55 +4,25 SB-30×30 + 5,30 + 5,00 + 4,55 + 4,25 + 5,30 + 5,00 + 4,55 + 4,25 + 4,55 + 4,25 + 5,30 + 5,00 + 5,30 + 5,00 284 81 270 81 169 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 Centura ba (C2) axul D-1,2,3,4 Centura ba (C2) axul A-1,2,3,4 4 3 2 1 Centura ba (C2)axul 2-B,D 4 4 4 4 1 2 3 4 1 2 3 4 C2-30×30 C2-30×30 C2-30×30 SB-30×30 SB-30×30 SB-30×30 SB-30×30 + 5,30 + 5,00 + 4,55 +4,25 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 4 4 1 2 3 4 D B A D B A 4 4 D B A Centura ba (C2)axul 1-A,B,D 4 D B + 5,30 + 4,90 + 5,30 + 5,00 + 5,30 + 5,00 + 5,30 + 5,00 + 5,30 + 5,00 + 5,30 + 5,00 d8/15 L=2,77 m jos 257 4 d8/15 L=5,37 m jos 517 3 10 10 d8/12,5 L=4,12 m jos 392 2 10 10 10 10 d8/12.5 var. L= 9,35 ÷ 10,07 m jos var. 9,15 ÷ 9,87 1 10 10 10 10 10 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 92 256 92 5 5 5 5 5 5 5 1 2 3 4 1 2 3 4 1′ D B A C D B A 10 10 d8/12,5 L=8,67 m jos 847 5 d10/15 L=7,22 m jos 702 6 d8/15 L=4,57 m jos 437 7 d10/15 L=4,57 m jos 437 8 10 10 10 10 d8/15 var. L= 3,25 m- 4,00 m jos var. 3,15 ÷ 3,80 9 \LMateriale\l hp=13 cm beton armat: C 16/20 (Bc20) otel beton PC52 (rezistenta) OB37 (repartitii) Acoperire cu beton cnom =15mm 5 5 d8/10 L=1,34 m sus 114 13 10 10 d10/15 var. L=1,80÷2,55 m sus var. 160÷235 11 d10/15 L=2,50 m sus 230 12 2d12 bordaj sus si jos 10 5 5 5 5 5 5 5 5 5 5 5 5 10 10 10 10 5 d8/10 L=1,34 m sus 114 13 10 10 d8/10 L=1,34 m sus 114 13 10 10 d8/10 L=1,34 m sus 114 13 10 10 d8/10 L=1,34 m sus 114 13 10 10 d8/10 L=1,34 m sus 114 13 10 10 10 10 d8/10 L=2,20 m sus 200 14 10 10 d8/15 L=1,00 m sus 80 15 10 10 d8/15 sus 80 15 10 10 d8/15 L=1,00 m sus 80 15 d8/10 L=2,20m sus 200 16 10 10 d10/15 L=2,55m sus 235 17 10 10 d10/15 L=3,10m sus 290 18 10 10 10 10 d8/10 L=2,50m sus 230 20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 92 256 92 5 5 5 5 5 5 5 1 2 3 4 1 2 3 4 1′ D B A C D B A 5 5 \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 22 5 5 5 5 5 21 sus Rep.d6/15 21 sus si jos Rep.d6/15 21 sus Rep.d6/15 21 sus Rep.d6/15 21 sus Rep.d6/15 21 sus Rep.d6/15 21 sus Rep.d6/15 21 sus Rep.d6/15 21 sus Rep.d6/15 21 sus Rep. 21 sus Rep.d6/15 21 sus Rep.d6/15 21 sus Rep. 21 sus Rep. 21 sus Rep. 21 sus Rep. 21 sus Rep. 21 sus Rep. 21 sus Rep. Detaliu a Detaliu b Detaliu c 1 2 4 5 5 5 6 7 9 590 590 1 1 3 4 5 5 5 5 5 255 315 5 5 5 5 5 5 5 5 5 5 5 5 Legenda: 1. Cosoroaba 15×15 cm 2. Grinda lemn 12×18 cm 3. Pana 15×15 cm 4. Caprior 10×15 cm 5. Pop lemn 15×15 cm 6. Clesti 2x15x4,5 7 . Pana 15×15 8. Pana 12×15 9. Pana de coama 15×15 Grinzi lemn 12x18cm 8 8 8 4 4 9 6 6 6 8 8 8 5 4.10 5 5 3.80 5 3d16 L=5.05 m PC 52 jos 435 1 35 35 35 35 3d14 L=5.05 m PC 52 sus 435 2 1.30\XEtr.d8/10 1.20\XEtr.d8/15 1.30\XEtr.d8/10 G1-30×40 Axul 1-A,B 25 25 35 35 8 Etr. d8/10 /15 (camp) L=1,30 \LSECTIUNEA 1-1 \lSc. 1:20 1 1 1 27 13 40 30 + 2,75 + 2,62 + 2,35 2 2 2 1 1 A B 2d14 L=3.35 m PC 52 jos 285 3 25 25 2d14 L=3.35 m PC 52 sus 285 3 G2-30×30 Axul C-2,3 5 260 5 5 230 5 Etr.d8/15 \LSECTIUNEA 2-2 \lSc. 1:20 3 3 17 13 30 30 + 2,75 + 2,62 + 2,45 3 3 2 2 25 25 25 25 25 25 9 Etr. d8/15 L=1,10 2 3 5 4.10 5 5 3.80 5 3d16 L=5.05 m PC 52 jos 435 4 35 35 35 35 3d14 L=5.05 m PC 52 sus 435 5 1.30\XEtr.d8/10 1.20\XEtr.d8/15 1.30\XEtr.d8/10 G3-30×40 Axul 3-A,B 25 25 35 35 8 Etr. d8/10 /15 (camp) L=1,30 \LSECTIUNEA 3-3 \lSc. 1:20 4 4 4 40 30 +5,30 + 4,90 5 5 5 3 3 A B + 2,75 + 2,62 + 2,45 7 7 7 7 Marca 7 -4d14 30 17 13 30 \LDetaliu centura ba C2-30×30 \lSc. 1:20 25 25 25 25 9 Etr. d8/15 L=1,10 +5,30 + 5,00 7 7 7 7 Marca 7 – 4d14 30 \LDetaliu centura ba C2-30×30-(peste mansarda) \lSc. 1:20 30 25 25 25 25 9 Etr. d8/15 L=1,10 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm 25 25 35 35 8 Etr. d8/10 /15 (camp) L=1,30 6 6 6 27 13 40 30 + 2,75 + 2,62 + 2,35 6 6 6 \LDetaliu centura ba C1-30×40 \lSc. 1:20 16 Tr. 27x 17.5 27 27 27 27 27 12 27 27 27 27 12 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 2 2 3 3 1 1 5 5 5 5 4d16 4d16 L=3,40m 4d16 L=2,77m 25 25 235 340 252 2 Stalpi ba S1-30X30 Axul 3-A ;3-B 4d14 L=2,77m 25 25 252 Stalp ba S2-30X30 Axul 1-B 2d12 L=2,40m 2d12 L=2,92m 25 215 277 4d16 L= 2,60m 4d16 L=3,40m 25 235 340 25 4d14 L=2.03m 178 25 215 Stalp ba S2-30X30 Axul 1-A 25 25 6 Stalpisori ba-30X30 Axul 1-D;2-D;3-D;4-D; 2-A;4-A 4d14 L=3,03m 25 278 25 2Stalp ba S3-30X30 Axul 2-C;3-C 6d12 L=2,40 6d12 L=2,93m 25 215 278 15 2 Stalpisori ba Axul 1′-A’;1′-A” 5 5 5 5 5 5 5 5 5 5 Etr.d8/10 Etr.d8/15 Etr.d8/10 Etr.d8/15 Etr.d8/10 Etr.d8/10 Etr.d8/15 Etr.d8/10 Etr.d8/15 Etr.d8/10 Etr.d8/10 Etr.d8/15 Etr.d8/10 Etr.d8/10 Etr.d8/15 L=2,60m 1 2 3 1 4d16 235 L=2,60m 4d16 L=3,40m 340 2 4 15 5 6 1 2 7 4 2d12 L=2,40m 2d12 L=2,92m 277 15 5 155 10 4d14 L= 1,80m 11 215 8 4d14 L= 2,40m 4d14 L=3,40m 340 9 4d14 L=2.03m 178 7 12 13 TALPA FUNDATII + 5,30 + 5,00 + 2,75 + 2,35 – 1,65 – 1,05 – 0,05 \LDet. S1\H1.786x;ba-30×30 \H0.75x;\lSC. 1:20 4d16 1 Etr.d8/10/15 L=1.10m 25 25 25 25 30 30 14 \LDet. S3\H1.786x;ba-30×30 \H0.75x;\lSC. 1:20 4d14 10 Etr.d8/10/15 L=1.10m 25 25 25 25 30 30 14 \LDet. Stalpisori ba \lSC. 1:20 4d14 8 Etr.d8/10/15 L=1.10m 25 25 25 25 30 30 14 35 35 6d12 35 27 30 15 23 30 12 35 35 4d16 35 27 30 15 23 30 1 \LDet. Stalpisori ba \lSC. 1:20 \LDet. S2\H1.786x;ba-30×30 \H0.75x;\lSC. 1:20 2d12 4 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm 31 24 25 14 21 25 Etr.d6/10/ 15 L=1.50 m 15 Etr.d6/10 Etr.d6/10 Etr.d6/15 31 24 25 14 21 25 Etr.d8/10/ 15 L=1.50 m 15 + 4,55 + 4,25 4d14 4d14 L=3,40m 4d14 L=2,77m 25 25 215 340 252 L=2,40m 8 9 6 2 Stalpisori ba-30X30 Axul 2-B;4-B 5 C8/10 C16/20 d-d Hidroizolatie orizontala Pardoseala Sapa beton Placa ba slab armat 10 cm Term. polistiren extrudat 5cm Folie PVC Strat pietris 15 cm Pamant compactat Pamant natural 15 15 30 30 \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;- 0,05 \W0.85;- 0,55 \W0.85;- 1,05 50 Zidarie portanta caramida Durotherm 50 9 Etr. d8/15 OB37 L=1.60 m 3d14 3d14 35 30 30 45 45 2d10 Agrafa d6/40 7 7 8 10 L=0,40 50 100 5 5 5 5 5 5 NOTA: \fArial|b1|i0|c238|p34; – TOATE ELEMENTELE DE BETON ARMAT VOR FI EXECUTATE SI DIMENSIONATE CONFORM PLANURILOR DE REZISTENTA; – SE VOR RESPECTA STRICT COTELE GOLURILOR GHENELOR DE INSTALATII SI DE VENTILATII; – SE VOR RESPECTA STRICT COTELE SI POZITIA SCARII DE ACCES; – COTA ±0.00 ESTE DATA LA PARDOSEALA FINITA A PARTERULUI; – SE VOR RESPECTA INDICATIILE PRIVIND TERMOIZOLATIILE SI HIDROIZOLATIILE DIN PLANSELE DESENATE – IN CAZUL UTILIZARII ALTOR TIPURI DE HIDROIZOLATII FATA DE CELE RECOMANDATE IN PROIECT, SE VA CONSULTA ARHITECTUL; – SE VOR RESPECTA POZITIONARILE ECHIPAMENTELOR DIN BUCATARII, IN SPECIAL POZITIONAREA ARAGAZULUI SI CENTRALELOR TERMICE; – COTELE IN PLANURI SUNT DATE LA “ROSU”; NU INCLUD GROSIMILE TERMOSISTEMULUI DE FATADA SI ALE TENCUIELILOR INTERIOARE. \W1.12500x;LEGENDA: \W1.12500x; \W5.72738; \W1.12500x;Caramida POROTHERM” \W5.72967; \W1.12500x;STALPI BA \W1.12500x; \W1.12500x; STALPISORI BA \W1.12500x; \W5.73229; \W1.12500x;Polistiren expandat 10 cm grosime \W1.12500x; \W1.12500x; BCA 15 cm\W1.12500x; \W1.12500x;LEGENDA: \W1.12500x; \W5.72738; \W1.12500x;Caramida POROTHERM” \W5.72967; \W1.12500x;STALPI BA \W1.12500x; \W1.12500x; STALPISORI BA \W1.12500x; \W5.73229; \W1.12500x;Polistiren expandat 10 cm grosime \W1.12500x; \W1.12500x; Ghips carton (‘RIGIPS’) 12 cm\W1.12500x; NOTA: \fArial|b1|i0|c238|p34; – TOATE ELEMENTELE DE BETON ARMAT VOR FI EXECUTATE SI DIMENSIONATE CONFORM PLANURILOR DE REZISTENTA; – SE VOR RESPECTA STRICT COTELE GOLURILOR GHENELOR DE INSTALATII SI DE VENTILATII; – SE VOR RESPECTA STRICT COTELE SI POZITIA SCARII DE ACCES; – COTA + 2,80 ESTE DATA LA PARDOSEALA FINITA A MANSARDEI; – SE VOR RESPECTA INDICATIILE PRIVIND TERMOIZOLATIILE SI HIDROIZOLATIILE DIN PLANSELE DESENATE – IN CAZUL UTILIZARII ALTOR TIPURI DE HIDROIZOLATII FATA DE CELE RECOMANDATE IN PROIECT, SE VA CONSULTA ARHITECTUL; – COTELE IN PLANURI SUNT DATE LA “ROSU”; NU INCLUD GROSIMILE TERMOSISTEMULUI DE FATADA SI ALE TENCUIELILOR INTERIOARE. 5 5 5 5 75 145 75 145 5 5 5 93 5 5 \W0.85;7 \W0.85;+2,35 5 5 d d d10/15 L=1,50m sus130 19 10 10 \LLEGENDA: STALPI BA STALPISORI BA \LLEGENDA: STALPI BA STALPISORI BA \W0.85;25 5 5 3 4 4 4 7 7 Marca 6 -6d12