Family DWG Plan for AutoCAD

Housing architectural plans with 2 levels – plants – sections – facades etc – structural drawings – Installations – Details dwelling house apartment unit chalet residence haus wohnung Romanian Einheit aufenthalt village maison appartement wohnung logement RÃ © subsidence House of Moradia Unidade Apartam

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

the name of the plan :, beneficiary :, scale :, plan: design: date: project no: architecture, dtac, design, phase: project manager, project title: Sunday, emanuel bunu, aqua, , ilfov County, drawing, st.arh. carmen stop, ground floor, section aa, main facade, left side facade left, posterior facade, right side facade, cladding plan, sheet burner, slab gutter, bitumen, lath, pavement, sand layer, bb section, balcony, plan attics, poles and stalpiors ba, legend: osb board, softwood board, thermal insulation mineral wool, belt b, plan layout wood beams, planing form beams and belts over the attic, up, resistance, details reinforcement beams and belts over the attic, plan formwork over the ground floor, top and bottom, aa, horizontal waterproofing, flooring, concrete screed, pvc, compacted soil, natural soil, bitumen, pavement, sand layer, brick durotherm brick, resistance, foundation details, compensation. , sockets., note :, foundation materials :, cc, brick masonry, dd, ee, anchoring of the bars in the foundation beams at the corners, intersections and branches, foundation planes, year coring of the bars in the corners, intersections and branches, details of reinforcement poles ba and stalpisori ba, detail simbure inclined, beneficiaries :, details reinforcement ramp scale

Raw text data extracted from CAD file:

NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.02 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: 164/05.2011 CONSTRUCTIE LOCUINTA P+M NEDELEA ARH. EMANUEL BUNU 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. DOMNESTI, jud. ILFOV DESENAT St.arh. CARMEN OPREA PLAN PARTER 160 240 180 55 120 235 30 120 235 180 225 240 30 225 240 55 15 150 275 280 280 15 425 30 425 560 1440 120 10 30 395 30 120 30 245 30 190 30 120 30 55 190 30 530 30 10 90 40 395 100 25 100 30 260 15 25 80 210 15 30 395 30 10 395 120 80 235 70 140 140 275 80 235 210 100 140 155 15 275 150 150 275 280 280 15 880 560 1440 15 390 255 350 15 240 705 80 1025 90 10 30 135 15 495 30 10 170 75 210 30 75 75 210 90 10 30 360 30 30 320 25 90 210 25 90 210 90 10 30 150 15 195 30 670 30 10 90 535 85 265 100 140 55 225 230 55 100 140 15 390 255 350 95 15 320 1120 145 100 140 85 530 130 295 825 1220 510 510 1020 1020 560 240 412.5 412.5 560 510 510 30 425 150 275 560 25 60 365 60 90 60 215 60 505 50 40 140 100 30 395 30 120 30 245 30 530 30 30 250 225 620 (lungime caprior) 25 160 40 225 30 240 30 225 15 15 120 30 50 227.5 35 222.5 35 105 50 110 235 30 60 140 295 150 275 15 240 720 960 10 140 140 80 140 140 260 340 95 960 10 10 502.5 60 100 557.5 30 1060 30 1120 385 110 140 50 215 95 130 30 130 10 245 50 270 30 545 30 245 30 260 15 165 80 210 60 30 395 30 395 30 275 150 150 275 15 25 80 210 60 80 210 110 30 360 30 5 25 100 30 320 30 125 70 25 10 25 80 210 30 360 30 225 30 320 225 82.5 60 60 82.5 70 80 210 40 70 180 620 (lungime caprior) 40 12 40 12 40 12 12 40 12 40 12 40 15 880 27.5 15 27.5 15 30 360 30 225 30 320 30 30 360 30 225 30 320 30 30 30 30 30 430 (Lungime caprior) 430 (Lungime caprior) 510 510 240 155 10 40 10 40 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 60 10 50 10 10 10 40 10 60 79.35 60 149.35 60 10 60 10 60 10 60 10 60 10 50 560 412.5 412.5 1220 34° 34° 16° 16° 30 395 30 395 30 30 395 30 395 30 15 425 150 275 15 15 390 255 350 15 15 425 150 275 15 30 30 30 30 30 30 30 30 135 135 135 135 15 205 440 205 15 30 140 30 140 146° 146° 146° 146° 15 425 425 15 30 140 30 140 146° 146° 146° 146° 15 205 440 205 15 15 425 15 150 275 30 140 15 205 440 205 15 30 140 146° 146° 146° 146° 15 15 150 275 275 150 15 350 255 390 15 30 320 30 225 30 360 30 30 15 350 255 390 15 30 320 30 225 30 360 30 30 15 130 295 150 275 280 280 15 455 425 560 1440 15 240 150 255 270 240 705 80 80 15 1025 15 275 150 150 275 280 280 15 880 560 1440 15 390 255 350 95 15 30 1060 30 1120 40 13 27 40 13 27 13 27 40 30 395 30 120 30 245 30 530 30 30 360 30 225 30 320 30 65 30 30 30 120 30 225 30 240 30 40 40 40 13 27 40 13 27 40 13 27 40 40 13 27 40 13 27 13 27 30 13 27 40 40 13 27 13 27 13 27 880 15 390 255 350 95 15 30 1060 30 1120 1025 15 130 295 150 275 15 455 425 880 15 275 150 150 275 15 15 240 150 255 270 80 15 15 390 255 350 95 15 30 1060 30 1120 15 130 295 150 275 15 455 425 880 15 275 150 150 275 15 880 15 240 150 255 270 80 15 1025 \A1;10 \A1;10 \A1;30 \A1;30 \A1;35 30 130 295 150 275 280 280 25 425 60 425 555 1465 30 240 150 255 270 80 30 245 725 85 1055 30 275 150 150 275 280 280 25 910 555 1465 30 390 255 350 95 30 30 1150 60 365 60 90 60 215 60 505 50 60 365 60 60 505 50 60 365 60 60 365 60 330 60 207.5 35 397.5 60 60 330 60 60 50 107.5 35 220 35 227.5 50 30 30 15 30 15 15 30 15 30 30 15 30 15 30 30 15 30 15 30 30 30 30 60 70 40 50 170 60 90 30 30 60 70 40 170 50 30 30 10 15 15 40 50 30 15 15 35 50 100 50 15 15 30 70 40 170 60 90 30 50 35 15 15 40 50 50 30 10 25 25 50 80 30 50 80 25 25 30 40 145 280 40 455 40 335 190 40 135 >60d >60d >60d 130 Etr.d8/10 15 15 30 30 130 Etr.d8/10 135 Etr.d8/15 15 255 15 30 225 30 Etr.d8/15 425 395 >60d >60d >60d 30 225 30 15 255 15 Etr.d8/15 500 15 30 30 530 15 130 Etr.d8/10 240 Etr.d8/15 130 Etr.d8/10 40 13 27 13 27 100 30 110 40 240 90 60 Etr.d8/15 180 Etr.d8/10 250 Etr.d8/10 60 Etr.d8/15 220 Etr.d8/10 100 180 Etr.d8/10 90 Etr.d8/15 90 Etr.d8/10 190 Etr.d8/10 80 160 Etr.d8/10 80 100 90 Etr.d8/10 110 Etr.d8/15 90 Etr.d8/15 240 Etr.d8/10 80 160 Etr.d8/10 90 Etr.d8/15 90 Etr.d8/15 110 Etr.d8/10 80 160 Etr.d8/10 80 110 Etr.d8/10 180 Etr.d8/10 75 Etr.d8/15 110 Etr.d8/10 160 Etr.d8/10 70 30 60 30 30 30 30 180 Etr.d8/15 90 90 90 90 90 90 80 125 80 80 60 60 375 80 61 40 170 26×15.0=390 30 80 30 50 420 245 30 6 27 27 17.5 17.5 17.5 40 40 50 17.5 17.5 17.5 30 10 30 15 255 15 15 275 15 30 100 25 100 30 10 10 10 10 10 5 10 305 25 25 25 25 285 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.09 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT SECTIUNEA A-A 1 2 3 4 5 6 1 2 3 4 5 6 2′ \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D Living \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;30\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;20\fArial|b0|i0|c238|p34;mp Hol \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;3\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;85\fArial|b0|i0|c238|p34;mp Bucatarie \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;8\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;00\fArial|b0|i0|c238|p34;mp Dormitor \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;14\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;21\fArial|b0|i0|c238|p34;mp Centrala termica \H0.7143x;S=\fArial|b0|i0|c0|p34;5\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;92\fArial|b0|i0|c238|p34;mp Baie \H0.7143x;S=\fArial|b0|i0|c0|p34;5\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;07\fArial|b0|i0|c238|p34;mp Garaj \H0.7143x;S=\fArial|b0|i0|c0|p34;26\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;23\fArial|b0|i0|c238|p34;mp PLAN PARTER S = 125 mp Hol \H0.7143x;S=\fArial|b0|i0|c0|p34;2\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;70\fArial|b0|i0|c238|p34;mp ±\W0.85; 0,00 -\W0.85; 0,25 ±\W0.85; 0,00 ±\W0.85; 0,00 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.02 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT PLAN PARTER 5 240\X180 5 120\X235 5 120\X235 5 225\X240 5 225\X240 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 80\X210 5 5 5 5 5 5 5 hp=50 hp=95 hp=95 hp=95 hp=0,05 hp=95 hp=95 80\X235 5 140\X140 5 80\X235 5 100\X140 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 75\X210 5 5 75\X210 5 5 5 5 5 5 5 5 90\X210 5 90\X210 5 5 5 5 5 5 5 5 5 5 5 5 5 16 Tr. 25×17,5 5 100\X140 5 225\X230 5 100\X140 5 5 5 5 5 5 5 5 \W0.41145; A’ \W0.8;3Tr.30×15 \W0.8;2Tr.30×12,5 \W0.8;3Tr.30×15 \W0.8;3Tr.30×15 \W0.8;3Tr.30×15 \W0.8;3Tr.30×15 \W0.85;-0.55 (CTN) \W0.85;-0.55 (CTN) \W0.85;-0.55 (CTN) \W0.85;-0.55 (CTN) – 0.50 – 0.50 – 0.50 – 0.50 – 0.50 – 0.50 – 0.50 Terasa \H0.7143x;S=10,165mp – 0,05 – 0,05 hp=95 5 100\X140 5 Magazie \H0.7143x;S=7,155mp -\W0.85; 0,25 5 1′ 5 5 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.04 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT Fatada principala \W0.85;+ 2,55 \W0.85;+ 3,75 \W0.85;- 0,50 ( CTA) \W0.85;- 0,25 \W0.85;+ 4,05 \W0.85;+ 7,65 (COAMA) \W0.85;- 0,05 \W0.85;+ 2,35 ( CENTURA BA ) \W0.85;+ 2,80 ( MANSARDA FINIT ) \W0.85;+ 3,75 (PARAPET ) \W0.85;+ 4,05 \W0.85;+ 7,65 (COAMA) \W0.85;+ 5,15 ( CENTURA BA ) \W0.85;-0,55 (CTN) \LLISTA FINISAJE FATADA 1. Placare soclu imitatie piatra – culoare gri inchis 2. Imitatie piatra naturala (sau vopsitorie in culoare brun inchis) 3. Finisaj driscuit fin vopsit cu lavabil de exterior (culoare crem) 4. Usa metalica 5. Ferestre tip “termopan”, tamplarie PVC culoare brun inchis 6. Usa cu geam tip “termopan” la balcoane – culoare brun inchis 7. Balustrada metalica- culoare brun inchis 8. Pazie lemn baituit – culoare wenge 9. Invelitoare tabla tip ‘Lindab’ – culoare brun inchis \W0.85;1 \W0.85;2 \W0.85;2 \W0.85;3 \W0.85;4 \W0.85;5 \W0.85;5 \W0.85;5 \W0.85;5 \W0.85;6 \W0.85;7 \W0.85;8 \W0.85;8 \W0.85;9 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.05 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT Fatada laterala stanga \LLISTA FINISAJE FATADA 1. Placare soclu imitatie piatra – culoare gri inchis 2. Imitatie piatra naturala (sau vopsitorie in culoare brun inchis) 3. Finisaj driscuit fin vopsit cu lavabil de exterior (culoare crem) 4. Ferestre tip “termopan”, tamplarie PVC culoare brun inchis 5. Pazie lemn baituit – culoare wenge 6. Invelitoare tabla tip ‘Lindab’ – culoare brun inchis \W0.85;+ 2,35 ( CENTURA BA ) \W0.85;+ 2,80 ( MANSARDA FINIT ) \W0.85;+ 4,05 \W0.85;+ 7,65 (COAMA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;+0,95 ( PARAPET ) \W0.85;1 \W0.85;2 \W0.85;2 \W0.85;3 \W0.85;4 \W0.85;5 \W0.85;6 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.06 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT Fatada posterioara \W0.85;+ 2,55 \W0.85;+ 3,75 \W0.85;- 0,50 ( CTA) \W0.85;- 0,25 \W0.85;+ 4,05 \W0.85;+ 7,65 (COAMA) \W0.85;- 0,05 \W0.85;+ 2,35 ( CENTURA BA ) \W0.85;+ 2,80 ( MANSARDA FINIT ) \W0.85;+ 4,05 \W0.85;+ 7,65 (COAMA) \W0.85;+ 5,15 ( CENTURA BA ) \W0.85;-0,55 (CTN) \LLISTA FINISAJE FATADA 1. Placare soclu imitatie piatra – culoare gri inchis 2. Imitatie piatra naturala (sau vopsitorie in culoare brun inchis) 3. Finisaj driscuit fin vopsit cu lavabil de exterior (culoare crem) 4. Usa metalica 5. Ferestre tip “termopan”, tamplarie PVC culoare brun inchis 6. Pazie lemn baituit – culoare wenge 7. Invelitoare tabla tip ‘Lindab’ – culoare brun inchis \W0.85;1 \W0.85;2 \W0.85;3 \W0.85;4 \W0.85;5 \W0.85;6 \W0.85;7 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.07 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT Fatada laterala dreapta \LLISTA FINISAJE FATADA 1. Placare soclu imitatie piatra – culoare gri inchis 2. Imitatie piatra naturala (sau vopsitorie in culoare brun inchis) 3. Finisaj driscuit fin vopsit cu lavabil de exterior (culoare crem) 4. Pazie lemn baituit – culoare wenge 5. Invelitoare tabla tip ‘Lindab’ – culoare brun inchis \W0.85;1 \W0.85;2 \W0.85;3 \W0.85;3 \W0.85;4 \W0.85;4 \W0.85;5 \W0.80000x;A \W0.80000x;A \W0.85;+ 2,80 ( MANSARDA FINIT ) \W0.85;+ 4,05 \W0.85;+ 7,65 (COAMA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;-0,55 (CTN) \W0.85;- 0,25 NOTA: – 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. \W0.85;+ 7,65 (COAMA) \W0.85;+ 3,75 \W0.85;+ 2,55 \W0.85;+ 2,55 \W0.85;+4,05 \W0.85;+4,05 510 510 1020 560 5 5 5 5 5 560 510 510 1020 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.08 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT PLAN INVELITOARE Burlan tabla Burlan tabla Jgheab tabla Jgheab tabla 34° 34° 16° 16° \W0.80000x;B \W0.80000x;B \W0.85;2 \W0.85;+ 2,80 ( MANSARDA FINIT ) \W0.85;+ 4,05 \W0.85;+ 7,65 (COAMA) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;-0,55 (CTN) \W0.85;- 0,25 \W0.85;PANA COAMA 15X15 CLESTI 2×4,5×15 \W0.9;Planseu gips-carton \W3.17526; 1. PARDOSEALA PARCHET \W3.46134; 2. ADEZIV \W3.41495; 3. SAPA \W3.52062; 4. PLACA BETON ARMAT 1 2 3 4 FUNDATIE BA C16/20 FUNDATIE BS C8/10 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 5 6 7 8 dop bitum 1 2 3 4 6 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 \W0.85;POPI 15X15 Astereala \W0.85;PANA INTERM. 15X15 \W0.85;Invelitoare tabla lindab \W0.85;COSOROABA 15X15 \W0.85;+ 2,80 ( MANSARDA FINIT ) \W0.85;± 0,00 ( PARTER FINIT ) \W0.85;+ 4,05 \W0.85;+ 7,65 (COAMA) 5 5 5 Caprior 10×15 620 (lungime caprior) Astereala \W0.85;PANA COAMA 15X15 \W0.85;POPI 15X15 Caprior 10×15 \W0.85;- 0,25 1 3 trotuar strat nisip 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 FUNDATIE BS C8/10 FUNDATIE BS C8/10 SIPCI SIPCI \W0.85;COSOROABA 12X12 \W0.85;CAPRIORI 10X12 CLESTI 2×4,5×15 \W0.85;POPI 15X15 1 2 3 5 LEGENDA: 1. Placa beton slab armata -10 cm 2. Pietris compactat 3. Zidarie caramida DUROTHERM – 30 cm 4. Polistiren expandat -10 cm 5. Centura beton armat 30×40 4 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.09 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT SECTIUNEA B-B PLAN MANSARDA S = 86 mp Dormitor \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;14\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;22\fArial|b0|i0|c238|p34;mp Dormitor \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;14\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;22\fArial|b0|i0|c238|p34;mp Baie \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;5\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;85\fArial|b0|i0|c238|p34;mp Dormitor \H0.7143x;S=17,50mp Baie \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;7\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;84\fArial|b0|i0|c238|p34;mp Hol \fArial|b0|i0|c238|p34;\H0.7143x;S=\fArial|b0|i0|c0|p34;7\fArial|b0|i0|c238|p34;,\fArial|b0|i0|c0|p34;42\fArial|b0|i0|c238|p34;mp Balcon NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 D.T.A.C. A.03 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M DESENAT PLAN MANSARDA 1 2 3 4 2′ \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D 385 110\X140 5 110\X235 5 5 60\X140 95 5 5 5 5 5 240 5 960 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 80\X210 5 5 5 5 5 5 140\X140 5 140\X140 5 340 95 5 5 5 5 5 960 5 80\X210 5 80\X210 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 80\X210 5 5 5 5 5 5 5 5 60\X100 5 5 5 5 5 5 16 Tr. 25×17,5 5 60\X60 5 5 80\X210 1 2 3 4 1′ 5 70\X180 + 2,80 hp=95 hp=95 hp=95 hp=0,00 hp=0,00 NOTA: – 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. \W0.80000x;A \W0.80000x;A Caramida GVP “DUROTHERM” \W5.15464; 300x240x238cm Stalpi si stalpisori ba Polistiren expandat 10 cm grosime BCA 15 cm LEGENDA: Caramida GVP “DUROTHERM” \W5.15464; 300x240x238cm Stalpi si stalpisori ba Polistiren expandat 10 cm grosime BCA 15 cm LEGENDA: \W0.85;PANA COAMA 15X15 CLESTI 2×4,5×15 \W0.9;Planseu gips-carton \W0.85;POPI 15X15 Astereala \W0.85;PANA INTERM. 15X15 \W0.85;Invelitoare tabla lindab \W0.85;COSOROABA 15X15 Caprior 10×15 620 (lungime caprior) SIPCI 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 34° 34° 34° 34° 34° 34° 34° 34° +4,15 +4,15 + 5,55 \W0.80000x;a \W0.80000x;a placa ghips carton ( Rigips) placa OSB scandura rasinoase termoizolatie vata minerala centura ba \W0.80000x;Sectiunea \W0.80000x; a-a \W0.80000x;scara 1:20 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 R.05 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M Plan dispunere grinzi lemn pod SIPCI \W0.85;COSOROABA 12X12 \W0.85;CAPRIORI 10X12 CLESTI 2×4,5×15 \W0.85;POPI 15X15 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 R.06 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M Plan sarpanta + sectiuni 5 5 5 5 430 (Lungime caprior) 430 (Lungime caprior) 510 510 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 40 10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 560 5 5 5 \W0.80000x;1 \W0.80000x;1 \W0.80000x;2 \W0.80000x;2 Legenda: 1. Cosoroaba 15×15 cm(12x12cm-garaj) 2. Grinda lemn 12×15 cm 3. Pana 15×15 cm 4. Caprior 10×15 cm (10x12cm-garaj) 5. Pop lemn 15×15 cm 6. Clesti 2x15x4,5 7. Pana de coama 15×15(12×12-garaj) 1 1 1 1 2 3 7 3 4 4 4 4 4 4 4 4 4 4 4 5 5 6 6 6 6 6 6 7 Nota: In centura de beton armat de la mansarda se vor incastra tije metalice cu diametrul d12 prevazute la capatul superior cu o parte filetanta de care se vor prinde cosoroabele sarpantelor , precum si grinzile planseului de lemn de la pod .Elementele de lemn se vor ignifuga corespunzator +4,15 +4,15 +4,15 +4,15 + 5,55 + 5,55 + 5,55 + 5,55 +5,55 +5,55 5 5 5 5 34° 34° 34° 34° 34° 34° 34° 34° 1 2 3 4 \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D 1 2 3 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 5 5 5 5 5 5 5 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 R.03 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M Plan cofraj grinzi si centuri peste mansarda 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 C2-30×30 C2-30×30 5 5 5 5 5 205 440 205 5 5 5 5 5 sus 262 25 sus 300 3d12 L=5,87m sus 262 25 sus 300 3d12 L=5,87m 25 jos 312 70 sus 3d12 L=4,07m 25 jos 312 70 sus 3d12 L=4,07m 25 25 jos 510 3d12 L=5,60m 5 5 5 5 1 2 4 5 5 5 5 Centura C2-30×30 Axul D-1,2,4 5 205 440 205 5 5 5 5 5 sus 262 25 sus 300 3d12 L=5,87m sus 262 25 sus 300 3d12 L=5,87m 25 jos 312 70 sus 3d12 L=4,07m 25 jos 312 70 sus 3d12 L=4,07m 25 25 jos 510 3d12 L=5,60m 5 5 5 5 1 2 4 5 5 5 Centura C2-30×30 Axul A-1,2,3,4 ; B-1,2,3,4 3 5 5 5 205 440 205 5 5 5 5 5 sus 262 25 sus 300 3d12 L=5,87m sus 262 25 sus 300 3d12 L=5,87m 25 jos 312 70 sus 3d12 L=4,07m 25 jos 312 70 sus 3d12 L=4,07m 25 25 jos 510 3d12 L=5,60m 5 5 5 5 1 2 4 5 5 10 11 10 11 12 Centura C2-30×30 Axul C-1,1′,2,3,4 3 5 5 1′ 5 5 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: rezistenta 05.2011 R.07 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M Detalii armare grinzi si centuri peste mansarda \W0.65478; A \W0.60452; B \W0.65478; C \W0.60581; D 5 5 5 5 5 5 5 5 5 5 5 5 5 Centura C2-30×30 Axul 1-A,B,C,D ; 4-A,B,C,D \W0.65478; A \W0.60452; B \W0.65478; C \W0.60581; D 5 5 5 5 5 5 5 5 5 5 5 5 5 Centura C2-30×30 Axul 2-A,B,C,D popi 15×15 popi 15×15 1 2 3 4 6 1′ \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D 5 5 5 5 5 5 5 5 5 5 5 5 5 \W0.62500; A” \W0.45490; C’ 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 6 5 2′ 5 5 5 5 5 5 5 5 5 5 \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D \W0.41145; A’ 5 5 5 5 5 5 5 5 5 C1-30×40 C1-30×40 G1-30×40 G1-30×40 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 G4-30×40 G4-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 G2-30×40 G3-30×30 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 C1-30×40 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 + 2,75 + 2,62 + 2,35 + 2,75 + 2,62 + 2,35 + 2,75 + 2,62 + 2,35 + 2,40 + 2,10 + 2,40 + 2,10 + 2,40 + 2,10 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 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: rezistenta 05.2011 R.02 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M Plan cofraj placa peste parter si centuri + grinzi garaj NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: ARHITECTURA 05.2011 R.04 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M Plan cofraj placa peste parter 1 2 3 4 1′ 1 2 3 4 2′ \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D \W0.62500; A” \W0.45490; C’ 5 5 5 5 5 5 5 5 5 5 \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D \W0.41145; A’ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d8/15 L=7,57 m jos 737 1 10 10 10 10 d8/12,5 L=9,07 m jos 877 2 10 10 d8/15 L=6,22 m jos 602 3 d8/15 L=6,82 m jos 662 4 10 10 d8/10 L=9,07 m jos 877 2 d8/15 L=3,97 m jos 377 5 10 10 d8/15 L=5,22 m jos 502 7 10 10 d8/15 L=7,77m jos 757 8 10 10 d10/15 L=4,37 m jos 417 6 10 10 10 10 10 10 d10/15 L=11,67m jos 1147 9 d10/15 L=11,37m jos 1117 10 1 2 3 4 1′ 1 2 3 4 2′ \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D \W0.62500; A” \W0.45490; C’ 5 5 5 5 5 5 5 5 5 5 \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D \W0.41145; A’ 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 d8/10 L=1,30 m sus 110 11 10 10 10 10 10 10 d8/10 L=3,40 m sus 320 12 d8/15 L=1,30 m sus 110 13 13 13 10 10 d8/15 L=1,30 m sus 110 13 d8/15 L=2,60 m sus 240 14 10 10 d8/15 L=3,20 m sus 300 15 10 10 d10/15 L=1,40 m sus 120 16 10 10 10 10 d10/10 L=2,30 m sus 210 17 16 16 d10/15 L=1,40 m sus 120 16 10 10 16 10 10 d10/10 L=3,00 m sus 280 18 d8/10 L=2,55 m sus 235 19 10 10 10 10 d10/15 L=4,75 m sus 455 20 d12 Bordaj sus si jos 21 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 sus Rep.d6/15 22 22 22 ARMARE INFERIOARA PLACA COTA + 2,75 ARMARE SUPERIOARA PLACA COTA + 2,75 scaun.d12 OB37 1buc/mp L=1.15m 23 5 5 5 5 5 \LNota: \l Inainte de turnarea betonului in placi , stalpi , stalpisori , centuri 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 \LMateriale\l hp=13 cm beton armat: C 16/20 (Bc20) otel beton PC52 (rezistenta) OB37 (repartitii) Acoperire cu beton cnom =15mm 1 2 3 4 6 1′ 5 \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D \W0.62500; A” \W0.45490; C’ 1 2 3 4 6 5 2′ \W0.41320; A \W0.36294; B \W0.41320; C \W0.36423; D \W0.41145; A’ 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 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 5 – 0,20 – 0,20 – 0,20 – 0,20 – 0,20 – 0,20 – 0,20 – 0,35 – 0,35 – 0,35 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: rezistenta 05.2011 R.01 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M – 0,50 ( CTS) – 0,55 ( CTN) – 0,50 ( CTS) – 0,55 ( CTN) 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 4d14 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 30 30 60 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 2 1 4 5 3 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 30 30 60 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 ( CTA ) \W0.85;- 0,55 ( CTN ) NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: REZISTENTA 08.2011 FAZA: SEF PROIECT TITLU PROIECT: DESENAT R.11 DETALII FUNDATII CATEGORIA DE IMPORTANTA ESTE “D” DTAC+PT 15 15 d d d d a a a a a a b b b b c c e e e e – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,65 – 1,05 – 0,95 – 0,95 – 1,35 – 1,35 – 1,35 – 1,35 – 1,35 1. Cota ±0.00 reprezinta nivelul pardoselii finite de la parter. 2. Cota terenului natural este la -0.55m, fata de cota ±0.00 3. Terenul bun de fundare – conform studiului geotehnic prezentat de catre beneficiar; 4. Fundatiile sunt de tipul talpilor continui elastice din beton armat si elevatii tip grinzi-soclu cu rol de compensare. 5. Talpa de fundatie se va incastra minim 20 cm in stratul bun de fundare 6. Executia sapaturilor va fi facuta manual cu taluz vertical, dupa indepartarea stratului vegetal; 7. Cladirea este amplasata in zona de calcul antiseismic “C” ag=0,20g, Tc=1.0s; 8. Clasa de importanta: IV. gama=0.8. Conform H.G.R. categoria de importanta:D 9. Inainte de inceperea lucrarilor, constructorul si beneficiarul vor identifica retelele energetice de pe amplasament si vor dispune dezafectarea lor pentru evitarea accidentelor; 10. Inaintea turnarii betoanelor in fundatii, va fi chemat inginerul geotehnician pentru receptia terenului; 11. Saparea ultimilor 20 cm se va face obligatoriu inaintea turnarii betonului in fundatii 12. La realizarea umpluturilor se va folosi material local in amestec cu sol vegetal 13. Hidroizolatia se realizeaza cu doua membrane butuminoase 14. La executarea lucrarilor de sapaturi indicate mai sus, se va tine seama de prevederile din “Normativ pentru executarea lucrarilor de terasamente la realizarea fundatiilor constructiilor civile si industriale” indicativ “P7/2002” si “Normativ pentru verificarea calitatii lucrarilor de constructii aferente” indicativ “NE012-1999”. 15. Acoperire cu beton: min. 5cm la talpi, min. 2,5cm l a socluri. Nota: MATERIALE PENTRU FUNDATIE: Beton simplu egalizare: C8/10 Beton armat: C16/20,T3/T4, P 8 4 , II AS 32.5 R, A/C = 0.5, 0-20 mm Otel: OB37-etrieri, agrafe PC52,STNB Acoperire armaturi: – grinzi : cnom=25mm -fundatii cnom=50mm. 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 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 4d14 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 2 1 4 5 3 30 50 \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= 2,10m mustati stalpi ba 30×30 4d14 L= 1,95 m mustati stalpisori ba 30×30 \W0.85;25 185 170 Etr.d8/10 Beton C8/10 Beton C16/20 8 Etr. d8/15 OB37 L=1.60 m 3d14 3d14 35 30 30 45 45 2d10 Agrafa d6/40 6 6 7 10 L=0,40 50 100 \W0.85;25 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: REZISTENTA 07.2011 FAZA: SEF PROIECT TITLU PROIECT: DESENAT R.12 DETALII FUNDATII CATEGORIA DE IMPORTANTA ESTE “C” – NORMALA de plotat pe A3 50 2÷3% Trotuar Strat nisip Pamant natural \W0.85;- 0,50 ( CTA ) \W0.85;- 0,55 ( CTN ) Dop bitum \W0.85;- 0,25 Sapa beton Placa ba slab armat 10 cm Strat pietris 15 cm Pamant natural 30 10 Termoizolatie polistiren expandat 10 cm Zidarie portanta 25 25 50 80 \W0.85;- 1,35 \W0.85;- 0,25 30 \W0.85;- 0,22 Sapa beton Placa ba slab armat 10 cm Strat pietris 15 cm Pamant natural 25 25 50 \W0.85;- 0,25 \W0.85;- 0,55 80 \W0.85;- 1,35 30 3d12 9 3d12 9 10 Etr. d8/15 OB37 L=1.10 m 25 25 25 25 d-d e-e 11 12 13 Etr. d8/10/15 OB37 L=1.10 m 25 25 25 25 5 5 5 5 5 5 5 – 0,25 – 1,35 – 1,35 – 1,35 – 0,20 5 5 5 – 1,05 >60d >60d >60d Ancorarea barelor din grinzi de fundare la colturi , intersectii si ramificatii PLAN FUNDATII 5 5 5 5 3d16 L=5,20 m PC 52 jos 450 1 35 35 35 35 3d16 L=5,20 m PC 52 sus 450 1 130\XEtr.d8/10 135\XEtr.d8/15 130\XEtr.d8/10 G1-30×40 Axul 1-A,B ;2-A,B ; 3-A,B 3d14 L=3,50 m PC 52 jos 280 2 3d14 L=3,50 m PC 52 sus 280 2 G2-30×40 5 255 5 5 225 5 Etr.d8/15 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 1-1 \lSc. 1:20 1 1 1 27 13 40 30 + 2,75 + 2,62 + 2,35 1 1 1 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm 1 1 2 2 35 35 5 5 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: rezistenta 05.2011 R.07 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M Fatada laterala dreapta >60d >60d >60d Ancorarea barelor din centuri colturi , intersectii si ramificatii 3d14 L=3,30 m PC 52 jos 280 3 3d14 L=3,30 m PC 52 sus 280 3 G3-30×30 5 255 5 5 225 5 Etr.d8/15 25 25 25 25 9 Etr. d8/10/15 L=1,10 \LSECTIUNEA 3-3 \lSc. 1:20 3 3 17 13 30 30 + 2,75 + 2,62 + 2,45 3 3 3 3 3 3 25 25 25 25 35 35 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 2-2 \lSc. 1:20 2 2 2 27 13 40 30 + 2,75 + 2,62 + 2,35 2 2 2 5 5 5 3d16 L=6,25 m PC 52 jos 555 4 35 35 35 35 3d18 L=6,25 m PC 52 sus 555 5 G4-30×40 Axul 1-A,B ;2-A,B ; 3-A,B 25 25 35 35 8 Etr. d8/10/15 L=1,30 \LSECTIUNEA 4-4 \lSc. 1:20 5 5 5 40 30 + 2,40 + 2,10 6 6 6 4 4 5 5 5 \LDetaliu centura ba \lSc. 1:20 7 7 27 13 40 30 + 2,75 + 2,62 7 7 Marca 7 -6d12 7 7 + 2,35 25 25 35 35 8 Etr. d8/10/15 L=1,30 130\XEtr.d8/10 240\XEtr.d8/15 130\XEtr.d8/10 5 25 25 35 35 8 Etr. d8/10/15 L=1,30 40 30 + 2,40 + 2,10 7 7 7 7 7 7 Marca 7 -6d12 5 5 5 5 10 11 10 11 12 10 11 10 11 12 1 1 1 1 1 1 2 2 2 2 25 25 25 25 9 Etr. d8/10/15 L=1,10 \LSECTIUNEA 1-1 \lSc. 1:20 10 10 30 30 + 5,55 + 5,20 11 11 10 11 4d16 L=2,10 m 185 1 25 25 4d16 L=4,42m 417 2 5 5 5 5 5 5 60\XEtr.d8/15 180\XEtr.d8/10 250\XEtr.d8/10 2 Stalpi ba S-30X30 Axul 1-A;1-B 4d16 L=2,10 m 185 1 25 4d16 L=3,80m 380 3 5 60\XEtr.d8/15 180\XEtr.d8/10 220\XEtr.d8/10 25 4d16 L=3,02m 277 4 2 Stalpi ba S-30X30 Axul 2-A;2-B 90\XEtr.d8/15 90\XEtr.d8/10 4d14 L=1,90 m 165 5 25 4d14 L=3,60m 360 6 5 160\XEtr.d8/10 190\XEtr.d8/10 25 4d14 L=3,02m 277 7 6 Stalpisori ba Sba-30X30 Axul 3-A;3-B;3-C;2-C;2′-C;2-D 5 5 90\XEtr.d8/10 110\XEtr.d8/15 4d14 L=1,90 m 165 5 25 25 4d14 L=4,42m 417 8 5 90\XEtr.d8/15 160\XEtr.d8/10 240\XEtr.d8/10 9 Stalpisori ba Sba-30X30 Axul 1-A’;1-C;1-D;4-A;4-A”; 4-B;4-C;4-C’;4-D 90\XEtr.d8/15 4d14 L=1,90 m 165 5 25 25 4d14 L=3,02m 277 9 5 90\XEtr.d8/15 160\XEtr.d8/10 110\XEtr.d8/10 1 Stalpisori ba Sba-30X30 Axul 2′-D 4d14 L=2,10 m 185 10 25 5 25 4d14 L=2,87m 262 11 6 Stalpi ba Sba-30X30 Axul 5-A”; 6-A”;6-B; 6-C;6-C’;5-C’ 110\XEtr.d8/10 180\XEtr.d8/10 75\XEtr.d8/15 8d12 L=1,90 m 165 12 25 25 8d12 L=3,95m 370 13 160\XEtr.d8/10 110\XEtr.d8/10 1 Stalpisori ba Sba-30X60 Axul 2-A’ 5 30 60 \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 8d12 12 25 55 55 25 Etr.d8/10/15 L=1.70m \LDet. stalpisori ba-30×30 \H0.75x;\lSC. 1:20 4d14 5 Etr.d8/10/15 L=1.10m 25 25 25 25 30 30 14 15 + 2,75 + 2,35 – 0,95 – 0,05 – 1,35 180\XEtr.d8/15 \LDet. stalpisr ba-30×60 \lSC. 1:20 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: 1:50 DATA: PROIECT NR: rezistenta 05.2011 R.08 FAZA: SEF PROIECT TITLU PROIECT: CONSTRUCTIE LOCUINTA P+M Detalii armare stalpi ba si stalpisori ba 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -0.05 +4.15 +2.75 +2.35 5 375 NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: PROIECTAT 1:50 DATA: PROIECT NR: REZISTENTA 08.2011 FAZA: SEF PROIECT TITLU PROIECT: DESENAT R.09 DETALIU SIMBURE INCLINAT DTAC+PT DETALIU SIMBURE INCLINAT 6′ d12 pc52 6 d14 pc52 6” d12 pc52 5 26×15.0=390 a 30 80 \T1.25;\La-a 25 25 25 25 5 5 etr. d8/15 Ob 37 L=1.10 3 5 a 6” 5d12 pc52 6′ 26d8/15 ob37 agr. d8/15 Ob 37 L=1.15…2.05 2 10 10 5 5 25 variabil /30…75cm variabil /30…75cm C16/20 CONSTRUCTIE LOCUINTA P+M \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm 25 25 25 25 9 Etr. d8/10/15 L=1,10 \LSECTIUNEA 1-1 \lSc. 1:20 10 10 30 30 11 11 10 11 + 4,15 + 3,85 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 NUMELE PLANSEI: BENEFICIARI: SCARA: PLANSA: PROIECTAT 1:20 DATA: PROIECT NR: REZISTENTA R.10 FAZA: SEF PROIECT TITLU PROIECT: DESENAT DETALII ARMARE RAMPA SCARA 07.2011 de plotat pe A3 16 Tr. 25×17,5 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 5 6 7 8 9 10 11 12 13 14 15 16 1 1 2 2 3 3 5 CONSTRUCTIE LOCUINTA P+M DTAC+PT CONSTRUCTIE LOCUINTA P+M CONSTRUCTIE LOCUINTA P+M DTAC+PT DTAC+PT DTAC+PT DTAC+PT DTAC+PT DTAC+PT DTAC+PT DTAC+PT DTAC+PT DTAC+PT PROIECTAT DESENAT PROIECTAT DESENAT PROIECTAT DESENAT PROIECTAT DESENAT PROIECTAT DESENAT PROIECTAT DESENAT PROIECTAT DESENAT PROIECTAT DESENAT PROIECTAT DESENAT