Homestead DWG Full Project for AutoCAD

Project – Arquitecture and structure

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

note: these details are basically solving. for specific solving of the details please contact the manufacturer., austrotherm, ecorom, floor plan, the name of the floor :, beneficiary :, scale:, design:, drawing, designed, date, project no: architecture, dtac, aqua, , project manager, project title:, ciofu florin dumitru, arch. emanuel bunu, ……………………, dinning, top, rep., section aa, bedroom, bathroom, living room, hall, detail a, detail b, detail c, lower reinforcement plate above ground floor, upper reinforcement plate over ground floor, section aa, section bb, section aa, floor, self- natural, foundation, socket, sambure ba, extraction reinforcement and concrete poles and stones, extraction reinforcement and concrete beams and belts, extras reinforcement and concrete sockets and foundations, extracted timber timber, detail aa, detail bb

Raw text data extracted from CAD file:

Pop 15×15 NOTA: ACESTE DETALII CONSTITUIE REZOLVARI DE PRINCIPIU. PENTRU SOLUTIONAREA SPECIFICA A DETALIILOR VA RUGAM CONTACTATI PRODUCATORUL. AUSTROTHERM \T0.9;tel. 07420796658/0741154824 \T0.9;str. E.A.Bieltz Nr. 91, Sibiu e c o r o m AUSTROTHERM NOTA: ACESTE DETALII CONSTITUIE REZOLVARI DE PRINCIPIU. PENTRU SOLUTIONAREA SPECIFICA A DETALIILOR VA RUGAM CONTACTATI PRODUCATORUL. 3,75 1,00 12.5 12.5 7,75 1,10 2,40 3,75 12.5 12.5 7,75 2,05 2,50 2,95 12.5 12.5 7,75 2,30 1,25 2,20 1,00 2,20 1,95 10 90 1,30 25 6,50 1,25 2,05 1,25 12.5 12.5 10 1,80 25 2,25 25 1,45 25 10 1,00 1,125 2,70 10 50 70 2,20 60 25 2,60 1,00 1,60 50 1,00 2,20 65 60 90 40 1,00 6,75 1,00 10 25 3,50 25 12.5 40 87,5 25 10 25 10 10 25 3,50 25 3,50 25 10 20 1,90 2,425 1,00 1,60 32.5 1,125 1,00 1,30 1,875 3,75 4,00 5,95 2,05 5,70 2,25 7,75 25 10 25 12.5 25 25 25 90 1,90 2,60 1,00 1,30 75 60 90 1,80 1,00 6,75 1,00 7,75 25 3,50 25 2,50 25 22.5 70 2,10 55 2,15 25 10 10 10 10 25 3,50 25 10 25 3,50 25 10 2,15 1,00 1,30 60 1,125 1,00 1,30 1,875 12.5 3,75 3,75 12.5 3,75 4,00 7,75 2,05 1,075 60 1,00 4,025 12.5 2,05 2,50 2,95 12.5 205 570 7,75 10 25 2,25 25 2,70 25 10 10 25 1,80 10 25 3,125 12.5 2,75 25 10 15 90 2,10 90 2,10 17.5 90 2,10 35 10 25 25 12.5 2,05 2,50 1,70 12.5 6,50 1,25 7,75 2,10 4,475 3,675 80 11,05 1,95 6,90 8,85 5,35 1,225 4,475 11,05 1,45 6,25 1,15 8,85 45 45 45 45 60 60 45 70 70 70 70 70 45 45 60 60 60 60 12.5 3,75 2,75 1,00 12.5 6,75 1,00 7,75 3,75 4,00 7,75 12.5 2,05 2,50 2,95 12.5 2,05 5,70 7,75 2,05 2,50 1,70 12.5 6,50 7,75 2,05 2,50 1,70 12.5 7,75 7,75 12.5 3,75 2,75 1,00 12.5 7,75 12.5 2,05 2,50 2,95 12.5 2,05 5,70 7,75 12.5 6,50 1,25 3,75 4,00 6,75 1,00 25 1,80 25 2,25 25 1,45 25 25 3,50 25 2,50 25 3,75 135 240 12.5 12.5 12.5 3,75 12.5 12.5 3,75 2,75 1,00 12.5 6,75 1,00 7,75 3,75 4,00 7,75 12.5 2,05 2,50 2,95 12.5 2,05 5,70 7,75 12.5 2,05 2,50 1,70 12.5 6,50 1,25 7,75 3,75 12.5 2,50 1,70 15 315 15 140 15 PLAN PARTER S.C.\fTimes New Roman|b1|i0|c238|p18; \H1.5x;AQUA DESIGN\H0.66667x; \fTimes New Roman|b0|i0|c238|p18;S.R.L. NUMELE PLANSEI: BENEFICIAR: SCARA: PLANSA: DESENAT PROIECTAT 1:50 DATA: PROIECT NR: ARHITECTURA 11.2010 D.T.A.C. A 02 AQUA \T1.1;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: 114/11.2010 LOCUINTA P+M, com. CERNICA, sat CALDARARU, jud. ILFOV CIOFU FLORIN DUMITRU Str. Independentei nr. 24, Cv.1, P.24, 25 ARH. EMANUEL BUNU ARH. EMANUEL BUNU …………………… Bucatarie S=11,25mp Dinning Living S=30,34mp Hol S=3,15mp 12.5 3,75 2,75 1,00 12.5 25 1,10 25 12.5 2,025 10 70 2,10 3,75 2,75 100 45 62.5 50 325 50 225 50 92.5 232.5 117.5 1000 45 15 5 10 27 13 5 215 30 15 240 10 25 350 25 250 25 10 2,425 3,75 2,75 1,00 25 1,10 1,075 3,975 1,90 1,125 1,00 10,175 35 1,20 35 45 62.5 50 3,25 50 2,25 50 45 1,725 50 3,25 50 90 40 1,95 50 50 3,25 50 3,25 50 45 5,475 45 2,425 3,75 1,35 6,375 3,80 10,175 25 2,05 2,50 2,95 1,225 2,05 5,95 97.5 8,975 35 52.5 50 1,55 50 2,00 50 50 2,00 50 2,45 50 50 1,60 40 2,10 40 1,25 50 1,775 45 45 45 7,20 45 25 2,05 2,50 1,70 1,25 1,225 87.5 60 7,50 8,975 10 25 10 12.5 25 12.5 12.5 25 12.5 12.5 25 12.5 12.5 25 12.5 12.5 25 12.5 10 25 10 2,40 25 1,35 2,40 2,75 1,35 2,40 1,35 2,40 6,75 7,75 3,75 4,00 7,75 6,50 10 15 40 15 40 15 40 15 40 15 40 15 40 15 40 15 40 15 25 3,50 25 2,50 25 11,05 5,35 1,225 4,475 11,05 2,10 4,475 3,675 80 8,85 1,95 6,90 8,85 1,45 6,25 1,15 10 62.5 10 60 10 60 10 60 10 60 10 60 10 60 10 12.5 3,75 12.5 25 3,50 25 1,10 Etr.d8/10 1,30 Etr.d8/13 1,10 Etr.d8/10 12.5 2,50 12.5 25 2,25 25 2,25 Etr.d8/15 25 25 25 25 25 25 50 1,30 50 25 25 25 50 1,30 50 25 25 25 75 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 25 2,80 Etr.%%8/10 1,10 Etr.d8/15 1,40 d8/10 1,10 d6/15 6,40 d6/15 25 12.5 3,75 2,75 12.5 6,75 12.5 3,75 12.5 4,00 12.5 3,75 12.5 4,00 Bucatarie S=9,45mp Dinning s=5,95 mp Living S=15,00mp Hol S=5,30mp hp=90 hp=90 GS S=2,30mp 2,60 1,00\X1,60 5 1,00\X2,20 5 60\X90 5 1,00 3,75 1,00 5 5 6,75 1,00 7,75 5 5 3,50 5 5 5 87,5 5 5 5 5 1,10\X2,40 5 5 3,50 5 3,50 5 5 5 1,90 2,425 1,00\X1,60 5 1,125 1,00\X1,30 1,875 3,75 5 5 hp=60 hp=1,30 3,75 4,00 7,75 5,95 hp=60 2,05 2,50 2,95 5 5 2,05 5,70 7,75 2,30 1,25\X2,20 1,00\X2,20 1,95 5 90\X1,30 5 2,25 6,50 1,25 2,05 1,25 5 5 7,75 5 5 1,80 5 2,25 5 1,45 5 5 5 5 1,00 5 1,125 5 2,70 5 5 5 70\X2,20 5 5 5 hp=0,00 Terasa S=25,15mp 16 TR 27×17,5 5 TR 30×15 5 TR 30×15 5 TR 30×15 5 1,90 Dormitor S=9,45 mp Dormitor S=9,65 mp Dormitor S=10,90 mp Hol S=3,20mp Baie S=4,50 mp 2,60 1,00\X1,30 5 60\X90 1,80 1,00 6,75 1,00 7,75 hp=1,30 hp=90 hp=90 hp=90 5 3,50 5 2,50 5 5 70\X2,10 5 2,15 5 5 5 5 5 3,50 5 5 5 5 3,50 5 5 2,15 1,00\X1,30 5 1,125 1,00\X1,30 1,875 5 3,75 3,75 5 3,75 4,00 7,75 2,05 1,075 60\X1,00 4,025 5 2,05 2,50 2,95 5 5 5 7,75 5 5 2,25 5 2,70 5 5 5 5 1,80 5 5 3,125 5 2,75 5 5 5 90\X2,10 90\X2,10 5 90\X2,10 5 5 5 5 5 2,05 2,50 1,70 5 6,50 1,25 7,75 16 TR 27×17,5 40° 40° ± 0,00 ( finit parter ) – 0,80 (CTN) + 0,90 ( parapet ) + 2,20 ( boinadrug ) + 2,50 + 7,00 + 8,05 ( coama ) ± 0,00 ( finit parter ) – 0,75(CTA) + 0,90 ( parapet ) + 2,20 ( boinadrug ) + 2,80 ( mansarda finit ) + 4,25 + 8,05 ( coama ) ± 0,00 ( finit parter ) – 0,75 (CTA) + 0,90 ( parapet ) + 2,50 + 4,25 + 8,05 ( coama ) ± 0,00 ( finit parter ) – 0,80 (CTN) + 0,90 ( parapet ) + 2,20 ( boinadrug ) + 2,80 ( mansarda finit ) + 4,25 + 8,05 ( coama ) ± 0,00 ( finit parter ) – 0,80 (CTN) + 2,80 ( mansarda finit ) + 4,95 + 8,05 ( coama ) + 4,95 ± 0,00 ( finit parter ) – 0,75 (CTA) + 8,05 ( coama ) + 4,25 ± 0,00 ( finit parter ) – 0,75 (CTA) + 2,80 ( mansarda finit ) + 8,05 ( coama ) + 4,25 ± 0,00 ( finit parter ) – 0,80 (CTN) + 8,05 ( coama ) + 2,50 + 7,00 + 2,20 ( boinandrug ) + 0,90 ( parapet ) + 8,05 + 4,25 + 2,50 + 7,00 + 4,95 + 4,25 2,10 4,475 3,675 5 11,05 1,95 6,90 8,85 5,35 1,225 4,475 11,05 1,45 6,25 1,15 8,85 ± 0,00 ± 0,00 – 0,75 ± 0,00 – 0,75 + 2,80 – 0,75 d8/20 d8/20 d8/15 L=2,40 m d8/15 d8/12,5 L=7,92 m d8/12,5 L= 3,37 m d8/12,5 L=2,47 m d8/15 L=6,92 m d8/15 L=5,52 m d8/15 L=7,92 m d8/15 L= 4,17 m 10 10 jos 672 jos 532 10 10 jos 772 10 10 jos 397 10 10 10 10 jos 317 10 10 jos 227 jos 772 10 10 d8/12,5 L=6,67 m jos 647 10 10 10 10 10 10 10 10 L=0,90 m sus sus 115 L=1,35 m d8/20 L=0,90 m sus d8/15 L=1,05 m 10 10 sus 10 10 sus 220 d8/20 10 10 L=0,90 m sus 10 10 sus 165 L=1,85 m d8/15 L=1,15 m 10 10 sus d8/15 L=1,15 m 10 10 sus 10 10 sus d8/20 L=0 90 m 10 10 sus d8/20 L=0 90 m 10 d8/20 L=0 90 m 10 10 sus d8/20 L=0 90 m 10 10 d8/20 L=1,35 m sus 115 10 10 d8/15 L=1,95 m sus 165 10 10 d8/15 L= 115 m sus 10 10 d8/15 L= 115 m sus d8/20 10 10 L=0,90 m sus 10 10 d8/15 L=1,65 m sus 145 10 10 d8/15 L=1,65 m sus 145 d8/20 10 10 L=0,90 m sus 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3,75 2,75 1,00 5 6,75 1,00 7,75 3,75 4,00 7,75 5 2,05 2,50 2,95 5 2,05 5,70 7,75 2,05 2,50 1,70 5 6,50 7,75 5 3,75 2,75 1,00 5 6,75 1,00 7,75 3,75 4,00 7,75 5 2,05 2,50 2,95 5 2,05 5,70 7,75 5 2,05 2,50 1,70 5 6,50 1,25 7,75 5 1,80 5 2,25 5 1,45 5 5 3,50 5 2,50 5 1 2 3 4 5 6 7 8 9 10 9 11 12 9 13 14 14 14 9 15 16 9 17 17 9 14 Rep.d6/15 sus 18 Rep.d6/15 sus 18 Rep.d6/15 sus 18 Rep.d6/15 sus 18 Rep.d6/15 sus 18 Rep. sus 18 Rep. sus 18 Rep. sus 18 Rep.d6/15 sus 18 Rep. sus 18 Rep. sus 18 Rep. sus 18 Rep. sus 18 Rep. sus 18 Rep. sus 18 18 Rep.d6/15 sus 18 Rep. sus 18 Rep. sus 18 Rep. sus 18 C-25×30 G1-25×40 G1-25×40 C-25×30 C-25×30 C25x30 C25x30 C25x30 C25x30 C-25×30 C-25×30 C-25×30 G3-25×30 G3-25×30 C-25×30 3,75 5 5 5 5 C-25×30 C-25×30 C-25×30 G3-25×30 C-25×30 5 3,75 5 C-25×30 G1-25×40 G1-25×40 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 G2-25×30 G2-25×30 G2-25×30 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 5 3,75 2,75 1,00 5 6,75 1,00 7,75 3,75 4,00 7,75 5 2,05 2,50 2,95 5 2,05 5,70 7,75 5 2,05 2,50 1,70 5 6,50 1,25 7,75 3,75 5 C-25×30 G1-25×40 C-25×30 G1-25×40 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 C-25×30 G2-25×30 G2-25×30 G2-25×30 C3-25×30 C-25×30 C-25×30 C-25×30 C-25×30 + 2,75 + 2,62 + 2,40 + 2,75 + 2,62 + 2,40 + 2,75 + 2,62 + 2,40 + 2,75 + 2,62 + 2,40 + 2,75 + 2,62 + 2,40 + 2,75 + 2,40 + 2,75 + 2,40 + 2,75 + 2,62 + 2,40 + 2,75 + 2,62 + 2,40 + 2,75 + 2,40 + 2,75 + 2,62 + 2,40 + 2,75 + 2,40 + 2,75 + 2,62 + 2,30 + 2,75 + 2,30 + 2,75 + 2,75 + 2,62 + 2,40 + 2,30 hp=13 cm S 25X25 S 25X25 S 25X25 S 25X25 S 25X25 S 25X25 ± 0,00 1 2 4 5 1 2 5 3 A B C D E A B C E 2,50 1,70 5 5 5 5 5 \LLEGENDA : ELEMENTE BETON ARMAT CARAMIDA POROTHERM 25 cm TERMOIZOLATIE POLISTIREN EXPANDAT 10 cm 5 3,75 2,75 1,00 5 1 2 4 5 A B C D A B C E 1 2 5 \LLEGENDA : ELEMENTE BETON ARMAT CARAMIDA POROTHERM 25 cm TERMOIZOLATIE POLISTIREN EXPANDAT 10 cm S construita parter = 53.30 mp S utila parter = 42.60 mp SECTIUNE A-A SECTIUNE A-A ± 0,00 ( finit parter ) – 0,75 (CTA) + 0,90 ( parapet ) + 2,50 + 4,25 + 8,05 ( coama ) ± 0,00 ( finit parter ) – 0,80 (CTN) + 0,90 ( parapet ) + 2,20 ( boinadrug ) + 2,80 ( mansarda finit ) + 4,25 + 8,05 ( coama ) + 4,95 5 1,10 5 5 2,025 5 70\X2,10 SECTIUNE A-A SECTIUNE A-A DORMITOR BAIE LIVING ROOM GS HOL 3,75 2,75 1 2 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 – 2,00 (CTF) 1 1 1 1 2 2 2 3 4 5 6 7 8 9 10 11 11 12 Detaliu a Detaliu b Detaliu c LEGENDA: 1 – Fundatie beton simplu 2 – Centura soclu beton armat 3 – Soclu beton simplu 4 – Umplutura compactata 5 – Pietris compactat 6 – Polistiren extrudat -5 cm 7 – Placa beton slab armata -10 cm 8 – Placa beton armat -13 cm 9 – Zidarie caramida porotherm – 25 cm 10 – Polistiren expandat -10 cm 11 – Centura beton armat 25×30 2,425 3,75 2,75 1,00 5 1,10 1,075 3,975 1,90 1,125 1,00 10,175 5 1,20 5 5 5 5 3,25 5 2,25 5 5 1,725 5 3,25 5 5 5 1,95 5 5 3,25 5 3,25 5 5 5,475 5 2,425 3,75 1,35 6,375 3,80 10,175 5 2,05 2,50 2,95 1,225 2,05 5,95 5 8,975 5 5 5 1,55 5 2,00 5 5 2,00 5 2,45 5 5 1,60 5 2,10 5 1,25 5 1,775 5 5 5 7,20 5 5 2,05 2,50 1,70 1,25 1,225 5 5 7,50 8,975 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 – 2,00 – 1,40 – 1,40 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 – 2,00 2,40 5 S 25X25 S 25X25 S 25X25 S 25X25 – 1,40 – 0,35 – 0,35 – 0,35 – 0,35 – 0,35 – 0,35 – 0,35 – 0,35 – 0,35 a a b b 1 2 4 5 3 1 2 5 3 A B C E A B C D E C-25×30 C-25×30 1 2 4 5 1,35 2,40 1 2 5 2,75 1,35 2,40 3 A B C D A B C E 1,35 2,40 C-25×30 C-25×30 1 2 4 5 1 2 5 3 A B C E A B C D 1 2 5 3 1 2 4 5 A B C E A B C D ARMARE INFERIOARA PLACA PESTE PARTER ARMARE SUPERIOARA PLACA PESTE PARTER GRINZI LEMN 15X15 GRINZI LEMN 15X15 6,75 7,75 3,75 4,00 7,75 6,50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 1 1 2 3 4 5 5 5 6 6 6 6 7 7 7 8 9 10 11 1 1 1 1 2 3 5 5 6 8 9 11 10 12 12 5 3,50 5 2,50 5 SECTIUNE a-a SECTIUNE a-a SECTIUNE b-b SECTIUNE b-b 5,35 1,225 4,475 11,05 2,10 4,475 3,675 5 11,05 1,95 6,90 8,85 1,45 6,25 1,15 8,85 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 SECTIUNEA a-a SECTIUNEA a-a Legenda: 1. Centura beton armat 25×30 2. Cosoroaba 15×15 3. Grinda lemn 15×15 4. Termoizolatie vata mineralsa 15 cm 5. Caprior 10×15 6. Pop lemn 15×15 7. Contrafisa 8 . Pana 15×15 9. Pana de coama 15×15 10.Clesti 2x15x4,5 11.Clesti 2x15x2,5 12.Popi inclinati 15×15 Detaliu a Detaliu b Detaliu c 3d16 L=4,65 m PC52 jos 395 1 2x G1-25×40 scara 1:50 5 3,75 5 5 3,50 5 1,10\XEtr.d8/10 1,30\XEtr.d8/13 1,10\XEtr.d8/10 35 35 35 35 2d14 L=4,65 m PC52 sus 395 2 20 20 25 25 5 Etr. d8/15 L=1,00 \LSECTIUNEA 2-2 \lSc. 1:20 3 3 17 13 30 4 4 20 20 35 35 5 Etr. d8/10/13 L=1,20 \LSECTIUNEA 1-1 \lSc. 1:20 1 1 1 27 13 40 2 2 2d14 L=3,20 m PC52 jos 2,70 3 5 2,50 5 5 2,25 5 25 25 25 25 2d14 L=3,20m PC52 sus 270 4 2,25\XEtr.d8/15 25 25 1 1 2 2 3x G2-25×30 scara 1:50 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm Pardoseala Sapa autonivelanta Termoizolatie polistiren extrudat 5 cm Placa beton armat 10 cm Membrana hidroizolanta Umplutura pietris 10 cm Umplutura compactata 50 cm Pamant natural \U+2248 – 2,10 ± 0,00 – 0,80 \U+2248 – 2,00= CTF – 0,05 – 0,30 – 0,75=CTA – 0,80=CTN 2 % 5 25 25 25 50 1,30 50 25 Pardoseala Sapa autonivelanta Termoizolatie polistiren extrudat 5 cm Placa beton armat 10 cm Membrana hidroizolanta Umplutura pietris 10 cm Umplutura compactata 50 cm Pamant natural \U+2248 – 2,10 ± 0,00 – 0,80 \U+2248 – 2,00= CTF – 0,05 – 0,30 25 25 25 50 1,30 50 25 ± 0,00 20 20 70 70 4 Etr.d8/20 L=1,90 m agr.d6/40 L=0.30m 25 75 3d14 3d14 2d10 2 1 3 5 2 Stalpi ba 25×25 S1B,S1C 3 Stalpisori ba 25×25 S2-A,S2-D,S2-E 4 Stalpi ba 25×25 S2-B,S2-C,S3-B,S-3C 5 Stalpisori ba 25×25 S1-A,S1-D,S5-B,S5-c,S\H0.6667x;5-E, 275 4d16 L= 3,00 1 25 335 4d16 L= 3,35 2 275 4d16 L= 3,00 4 335 4d16 L= 3,35 5 275 4d14 L= 3,00 7 335 4d14 L= 3,35 8 25 25 25 275 4d14 L= 3,00 10 335 4d14 L= 3,35 11 4d16 1 Etr.d8/10/15 L=0.90m 20 20 20 13 20 25 25 4d16 1 20 20 20 13 20 25 25 4d16 2 20 20 20 13 20 25 25 4d14 3 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d16 4 20 20 20 13 20 25 25 4d14 4 20 20 20 13 20 25 25 4d16 5 20 20 20 13 20 25 25 4d14 6 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 6 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 7 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 7 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 8 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 1 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 9 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 10 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 10 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 11 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 4d14 12 Etr.d6/15 L=0.90m 20 20 20 14 20 25 25 – 0,05 – 0,80 – 2,00 + 2,75 + 4,40 + 5,25 160 4d14 L= 1,60 3 245 4d14 L= 2,45 6 Etr.d8/10/15 L=0.90m Etr.d8/10/15 L=0.90m ± 0,00 – 0,80 – 2,00 + 2,75 + 4,40 + 5,25 Etr.d8/10/15 L=0.90m Etr.d8/10/15 L=0.90m Etr.d8/10/15 L=0.90m 245 4d14 L= 2,45 9 160 4d14 L= 1,60 12 2,80\XEtr.%%8/10 1,10\XEtr.d8/15 1,40\Xd8/10 1,10\Xd6/15 6,40\Xd6/15 FUNDATIE SOCLU 28 21 29 30 DETALIU IMBINARE scara 1:10 26 21 22 23 24 25 17 16 18 19 20 26 25 24 15 17 18 19 20 8 12 9 10 11 29 27 DETALIUL a scara 1:10 4 5 14 1 2 6 7 15 16 17 18 19 20 DETALIUL b scara 1:10 DETALIUL c scara 1:10 \LLEGENDA : 1. ZIDARIE 25 cm 2. Tencuiala interioara 1-2 cm 3.Polistiren expandat 10 cm 4.Dibluri de plastic 5.Plasa fibra de sticla + tencuiala exterioara 7.Tirant otel d12 8.Piulita 9.Placa ghips carton 10.Placa OSB 11.Termoizolatie vata minera 12.Cosoroaba 15×15 cm 13.POP INCLINAT 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.Grinda lemn 15×18 cm 29.Corniere metalice 30 Cuie sau holdsuruburi 31 .Platbanda 3 13 Sambure ba Sambure ba Sambure ba Centura ba 25×30 Centura ba 25×30 Sambure ba Sambure ba Centura ba 25×30 Sambure ba Sambure ba Centura ba 25×30 \T1.25;a \T1.25;a \T1.25;a \T1.25;a \T1.25;a \T1.25;a \T1.25;a \T1.25;a \T1.25;\La-a 25 4d14 PC 52 d6 /15 Ob 37 20 20 20 20 8 8 etr. d6 /15 Ob 37 L=1.0 1 2 2 5 3,75 2,75 5 6,75 5 3,75 5 4,00 5 3,75 5 4,00 13 5 5 9 8 8 2 2 2 2 8 \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton cnom =25mm \LMateriale\l Beton Armat: C 16/20 (Bc20) Otel beton PC52 ,OB37 Acoperire cu beton soclu cnom =25mm fundatii \H1.256x;c\H0.7964x;nom =25mm 9 Extras armatura si beton placa cota +2,75 Extras armatura si beton stalpi si samburi de ba Extras armatura si beton grinzi si centuri Extras armatura si beton soclu si fundatii Extras material lemnos sarpanta TRIMITERI\L: Pentru plan fundatii vezi plansa R.01 Detaliul a-a Detaliul b-b A3 A2 A3 A3 A3 A3 A2 A3 A2 A3 A2 A3 A2 A4 A4 A2 A3 A3 A4 A4