Csas Familiar DWG Full Project for AutoCAD

Csas Familiar DWG Full Project for AutoCAD

Casa informacion general – Architecture and structure project (complete)Location:Romania ? – Height: basement ground floor floor – Building type: single family home Structure: masonry brick – Foundation: concrete – Style:modern Dimensions:14.00mx10.00m – House height (roof):8.90m – Roof slope:43° – number of bedrooms:3 living dining kitchen – number of bathrooms:2 – Number of garage places:1

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

description, fscm no., scale, size, zone, rev, dwg no., sheet, revisions, date, approved, bela oresta, ing. i.v.berliba, s.c.cotu buhii s.r.l. the mouth of humor, c.arh.liviu dolcean, plana nr., ing. silvia orheian, pac phase, date :, scale :, signature, name, collaborator, architecture, project manager, sarpanta, sc carvic-mercato srl iasi, rear facade, left side façade, main façade, right side facade, ecorom, counterfisa, cave, bedroom, bathroom, dressing, balcony, shelter civil defense, fitness room, , site layout layout, and for monolithic areas, monolithic formwork, sole, sprait, necklace, sprait, support plate, csk i pillar, resin, wood, ruler, tego plywood, formwork, formwork, assembly, bb, section, aa, with screwdriver or screwdriver, assembly detail between the creep panels, csk type cib ib, strip, profiled tile, ash, thermoinsulation, support boards, shutter closure , bolt anchor, thermal insulation, polist iren, detailing gable, garage, living room, dining room, kitchen, patio, sas, pop, pliers, rafters, pavement, pillow, compacted filler, compacted gravel, simple concrete pavement, vertical masonry, bitumen, masonry – exterior walls, elevation, floor – base, foundation block, self-leveling screed, ctn, cta, steel, concrete, – cover layer in :, note :, – pard base, – ba plate, – compacted gravel, natural, concrete foundation, pop, upright, pile, pile, plan, name, drawn, checked, date, floor plan, ground floor, section aa, foundation plan, skirting plan, planing plan above the ground floor, reinforcement girders, details rope nodes, plan reinforcement plate over ground floor, reinforcement belts, foundation details

Raw text data extracted from CAD file:

DESCRIPTION FSCM NO. SCALE SIZE ZONE REV DWG NO. SHEET REV REVISIONS DATE APPROVED -1,02 0,00 + - +0,60 6,05 + -1,17 +11,75 +10,20 +8,30 +4,855 Belei Oresta ing. I.V.Berliba Proiect nr.25/04 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Anexa gospodareasca P+E A 1 11.2004 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori R03 Detaliu nod-sarpanta 1:20 -1,02 0,00 + - +0,60 6,05 + -1,17 +11,75 +10,20 +8,30 +4,855 SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A08 Fatada posterioara 1:100 +11,75 +9,85 +5,90 +3,25 0,00 + - SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A07 Fatada laterala stanga 1:100 +11,75 +10,20 +3,35 -1,02 +8,30 0,00 + - +4,855 +2,95 +9,80 -1,02 0,00 + - +0,60 6,05 + -1,17 SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A06 Fatada principala 1:100 +11,75 +10,20 +8,30 +4,855 +3,35 -1,02 0,00 + - SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A09 Fatada laterala dreapta 1:100 +11,75 +9,85 +5,90 +3,25 0,00 + - SC CARVIC-MERCATO SRL IASI ing. I.V.Berliba Proiect nr.06/08 \fTimes New Roman|b0|i0|c238|p18; \fTimes New Roman|b0|i0|c0|p18;Pensiune turistica D+P+E+M A 1 02.2008 S.C.Cotu Buhii S.R.L. Gura Humorului c.arh.Liviu Dolcean Plansa nr. ing. Silvia Orheian c.arh.Liviu Dolcean Faza P.A.C \LBeneficiar: \LTitlu plansa: \LTitlu proiect: Data: Scara: SEMNATURA NUME Colaborator Arhitectura Sef Proiect Specificatie NR./DATA REFERAT/EXPERTIZA CERINTA NUME SEMNATURA Expert Verificatori A07 Fatada laterala stanga 1:100 \T0.9;tel. 07420796658/0741154824 \T0.9;str. E.A.Bieltz Nr. 91, Sibiu e c o r o m Contrafisa Sipci 2.4x4.8 Scoaba 60 60 \A1;15 \A1;85 \A1;120 \A1;60 \A1;44 \A1;450 \A1;450 \A1;450 \A1;450 \A1;90.00 \A1;3830 mm \A1;120 \A1;85 \A1;15 \A1;99.5 \A1;10 \A1;85 \A1;60 \A1;10 \A1;40 \A1;10 \A1;40 \A1;10 \A1;60 \A1;20 \A1;40 \A1;995 mm \A1;1990 mm \A1;44 \A1;442.5 \A1;44 \A1;442.5 \A1;44 \A1;442.5 \A1;44 \A1;442.5 \A1;44 \A1;75 \A1;100 \A1;85 \A1;15 \A1;44 \A1;193.75 \A1;44 \A1;193.75 \A1;44 \A1;193.75 \A1;44 \A1;193.75 \A1;44 50 3 camere si 2 apartamente K2 WC Dormitor Hol+casa scarii Dormitor Baie Dormitor Dresing Balcon WC Hol+casa scarii Adapost aparare civila Sala fitnes CT Depozit Sauna 280 450 75 400 160 300 200 450 130 400 50 50 300 630 500 100 100 57 300 633 200 20 250 150 350 150 450 770 230 90 5 1200 150 950 535 675 400 3 4 5 6 7 8 9 10 11 12 2 A 1 13 14 18 16 15 17 Strada principala 1315 965 Plan organizare de santier \L LEGENDA 1.Camin racord apa 2.Post de transformare 3.Barac sef lucrari 4.Panou de elctricitate 5.Baraca paznic 6.WC 7.Vestiar 8.Lada mortar 9.Depozit scule si unelte 10.Depozit caramida 11.Depozit cofraje 12.Depozit armaturi 13.Robinet 14.Retea de apa potabila subteran 15.Drum de acces 16Imprejmuiri cu panouri metalic 17.Ascensor cu catarg 18.Pichet PSI 300 160 400 75 450 280 20 200 250 150 350 5 1200 150 950 535 400 675 8 9 10 11 12 17 Strada principala 1315 965 Plan organizare de santier \L LEGENDA 1.Camin racord apa 2.Post de transformare 3.Barac sef lucrari 4.Panou de elctricitate 5.Baraca paznic 6.WC 7.Vestiar 8.Lada mortar 9.Depozit scule si unelte 10.Depozit caramida 11.Depozit cofraje 12.Depozit armaturi 13.Robinet 14.Retea de apa potabila subteran 15.Drum de acces 16Imprejmuiri cu panouri metalic 17.Ascensor cu catarg 18.Pichet PSI 20 19 20 (AXELE A, B, C) SI PENTRU ZONELE MONOLITE COFRAJ PENTRU PLACA MONOLITA 8 7 9 6 15 85 9 talpa sprait 8 colier 7 sprait 6 placa de sprijin 5 pop metalic extensibil cu baza spatiala d70 4 pop metalic extensibil d70 3 moaze 60x120 mm 2 coaste din lemn 44x85 mm tablie din placaj de 15 mm grosime 5 2 4 3 1 1 120 60 44 450 450 450 450 5 3830 mm 120 85 15 \A1; COFRAJ PENTRU STALP TIP CsK I A B C A B C rasinos lemn Rigla de Placaj tego Panou de cofraj Delaliu de cofrare vutelor de cofraj Ansamblu spatial 99.5 10 85 60 10 40 10 40 10 60 20 40 B-B Sectiunea B B A-A Sectiunea A A Ureche de ridicare CsK-0,5 cu menghina cu surub sau cu pana Detaliu de asamblare intre panourile decofraj Calot tip CsK I B 995 mm 1990 mm 44 442.5 44 442.5 44 442.5 44 442.5 44 75 100 85 15 44 193.75 44 193.75 44 193.75 44 193.75 44 18 1 2 3 5 4 3050 3080 1 1 3 3 4 4 5 5 6 60 2,40 60 4,325 60 60 60 60 1,475 45 1,525 60 4,40 60 6 60 45 2,475 60 3,175 60 55 60 4,60 60 3,475 60 60 1,00 45 2,025 60 60 3,625 60 1,30 1,725 45 60 60 2,025 45 1,00 60 1,325 60 1,475 1,40 55 5,60 55 1,15 2 2 87,5 4,05 3,00 2,00 3,70 55 1,70 2,55 1,00 3,30 2,00 3,70 14,25 87,5 4,05 3,00 2,00 3,70 9,90 4,35 14,25 60 4,20 87,5 2,50 1,70 4,00 4,30 90 9,90 7,85 2,30 1,25 4,80 1,20 2,30 10,15 1 2 3 4 5 6 1 2 3 4 5 6 A B E F B F C D G Pana de coama 12x15 Clesti 2x2,5x10 10x12 Caprior Pop 15x15 Clesti 2x2,5x10 Pana curenta 12x15 Caprior 10x12 Sipci 2.4x4.8 10 5 tigla profilata astereala, scandura 2.4 cm sipci 3x5 cm termoizolatie v.m. 15 cm scanduri suport termoizolatie - 2.4 cm clesti 2x2.5x10 scandura inchidere (pazie) 2.5 cm Bulon ancoraj \U+2205 12/50 15 C 30x25 10x15 15x15 5 30 12 3 Termoizolatie polistiren Detaliu prindere cosoroaba Sc. 1:10 30 20 20 L=1.10 ETR Ø6/20 2 35 20 10 4d 1 Sc. 1:20 Centura C1 35x20 12 Centura C4 25x20 Sc. 1:20 1 10 d 4 20 25 4 L=0.90 ETR Ø6/20 20 20 20 12 +2,80 +/-0,00 -0,90 +8,90 +4,00 -0,70 -0,90 +8,90 +4,00 +5,25 -0,70 -0,90 +8,90 +7,80 +4,00 +5,25 +6,00 +2,80 +/-0,00 -0,90 +8,90 +4,00 +7,65 +2,80 +/-0,00 -0,90 +8,90 +7,65 +4,00 +5,25 -0,70 -0,90 +8,90 +6,85 +4,00 +5,90 +7,80 +7,65 +8,90 +7,80 +4,00 +2,80 +/-0,00 -0,90 +8,90 +7,65 Garaj WC Camera de zi Sufragerie Bucatarie Hol+casa scarii Terasa 3,70 2,00 3,00 4,05 87,5 3,70 2,00 3,00 4,05 87,5 90 4,30 4,00 2,30 1,20 4,80 1,25 1 2 3 4 5 6 1 2 3 4 5 6 A B E F B F C D G 1,60 2,45 80 40 1,60 1,45 1,95 3,75 14,00 85 9,40 3,75 14,00 6,50 1,15 2,35 12,0 11,25 1,30 4,75 85 2,40 1,60 10,90 -0,70 85 85 80 90 80 4,00 60 1,45 3,75 40 40 40 6,15 1,50 1,95 40 1,30 5,30 60 45 40 4,05 2,60 40 40 4,55 30 30 3,75 25 5,00 30 30 1,75 25 1,80 25 25 95 25 1,55 25 1,75 30 30 2,30 25 25 2,70 30 1,00 55 30 1,30 1,00 1,25 1,70 2,10 2,10 2,10 1,00 2,10 1,00 2,10 1,00 2,10 1,00 2,10 3,70 2,00 3,00 4,05 87,5 3,70 2,00 3,00 4,05 87,5 90 4,30 4,00 2,30 1,20 4,80 1,25 1 2 3 4 5 6 1 2 3 4 5 6 A B E F B F C D G 2,00 1,80 2,40 90 1,30 10 40 1,00 50 40 2,50 80 2,40 2,10 2,10 1,20 2,10 1,65 2,45 90 3,35 2,00 3,70 14,00 1,20 1,20 1,60 1,20 1,25 3,30 60 60 6,50 1,10 2,40 10,00 85 85 2,50 1,50 80 1,70 60 1,10 4,10 60 1,80 1,20 30 55 9,05 4,10 14,00 1,95 90 3,35 1,50 1,95 1,20 1,20 9,65 1,65 4,75 3,25 80 2,10 1,00 2,10 1,80 2,10 90 2,10 2,50 2,40 90 2,10 90 2,10 2,00 35 2,75 25 4,65 2,00 35 35 5,80 35 35 1,75 10 3,90 35 35 3,75 25 4,95 35 35 3,75 25 1,80 25 2,70 25 3,45 35 25 1,75 25 2,75 25 90 1,00 90 2,30 85 2,10 3,70 1,80 2,80 2,85 1,50 1,35 1,20 2,10 70 7,60 5,70 14,00 10,00 4,10 14,00 5,75 80 1,70 60 1,05 4,10 60 1,80 1,50 60 1,90 1,20 2,45 2,30 60 1,20 10,00 1,25 1,95 1,50 1,40 1,50 2,40 1,20 1,20 1,25 8,00 75 10,00 1,40 35 6,15 10 35 5 25 180 4,65 35 25 3,45 35 35 2,25 10 4,65 35 35 1,75 10 1,90 25 1,75 35 35 3,75 25 4,05 35 1,20 80 2,10 1,80 2,10 90 2,10 90 2,10 90 2,10 90 2,10 90 2,10 80 2,10 40 3,85 40 S=10,10mp S=20,70mp S=6,55mp S=4,15mp S=2,90mp S=4,75mp S=20,20mp S=6,80mp Sas S=4,25mp S=14,05mp S=20,45mp S=20,45mp S=11,15mp 2,05 1,05 95 +/-0,00 +/-0,00 +/-0,00 -0,02 -0,90 -0,90 -0,02 -0,90 -0,70 -0,90 -0,72 -0,90 +2,80 S=16,05mp S=7,75mp 35 3,45 35 +2,80 +2,80 S=17,45mp +2,80 S=24,00mp +2,80 S=6,55mp +2,80 25 1,75 25 S=3,30mp +2,78 +2,80 S=8,20mp +/-0,00 +8,90 +7,80 +5,90 +4,00 +7,65 +4,00 +4,00 90 4,35 4,30 1,75 2,50 1,45 15,25 5,70 9,55 15,25 4,10 2,25 2,30 3,75 12,40 1,25 4,05 6,00 1,20 12,40 Pop 15x15 Clesti 2x2.5x10 Pop 15x15 Clesti 2x2.5x10 Pop 15x15 Clesti 2x2.5x10 Pop 15x15 Clesti 2x2.5x10 Pop 15x15 Clesti 2x2.5x10 Pop 15x15 Clesti 2x2.5x10 Pop 15x15 Clesti 2x2.5x10 Pop 15x15 Clesti 2x2.5x10 Pop 15x15 Clesti 2x2.5x10 Capriori 10x15 Capriori 10x15 Capriori 10x15 Capriori 10x15 Capriori 10x15 Cosoroaba 12x15 Cosoroaba 12x15 Cosoroaba 12x15 Pana coama 12x15 Pana coama 12x15 Pana coama 12x15 Pana coama 12x15 Capriori 10x15 10 60 10 60 10 60 10 10 60 10 60 10 60 10 1,45 2,50 1,75 4,30 4,35 90 15,25 5,70 9,55 15,25 3,75 2,30 2,25 4,10 12,40 1,20 6,00 4,05 1,25 12,40 C1-35x20 C1-35x20 C1-35x20 C1-35x20 C2-25x20 C1-35x20 C1-35x20 C1-35x20 C2-25x20 C2-25x20 C1-35x20 C2-25x20 C2-25x20 C2-25x20 C2-25x20 C1-35x20 C1-35x20 C1-35x20 C2-25x20 C2-25x20 G1-20x30 G2-20x30 G3-20x30 C1-35x20 C1-35x20 C1-35x20 C1-35x20 C2-25x20 C1-35x20 C1-35x20 C1-35x20 C2-25x20 C2-25x20 C1-35x20 C2-25x20 C2-25x20 C2-25x20 C2-25x20 C1-35x20 C1-35x20 C1-35x20 C2-25x20 C2-25x20 G1-20x30 G2-20x30 G3-20x30 G4-20x30 d6/30 1 d8/30 2 d8/30 3 d8/30 4 d8/30 5 d6/30 6 d8/15 7 d8/15 8 d8/15 9 d6/30 10 d6/30 11 d8/30 12 d8/30 13 d8/30 14 d8/30 15 d8/30 16 d8/30 17 d8/30 18 d6/30 19 d8/30 14 d8/30 15 d8/30 20 d6/30 21 d8/30 22 d8/30 23 d8/30 24 d6/30 25 d8/30 26 d8/30 27 d8/30 28 d8/30 29 d6/30 30 d8/30 31 d10/30 32 d8/30 33 d8/30 34 d6/30 35 d6/30 36 d8/30 37 d8/30 38 d8/30 39 Rep.d6/20 40 Rep.d6/20 41 umplutura compactata pietris compactat trotuar din beton simplu -10cm- centura b.a. 30x25 Hodroizolatie verticala Dop de bitum Zidarie-perete exterioar elevatie placa b.a. 12 cm pardoseala -parter placa b.a. 10cm Bloc de fundatie -15cm- sapa autonivelanta C8/10 -0,90 CTN 60 Detaliu 1-1 -2,50 +/-0,00 -0,12 -2,75 12 2,38 10 15 25 -3,00 umplutura compactata pietris compactat trotuar din beton simplu -10cm- centura b.a. 30x25 Hodroizolatie verticala Dop de bitum Zidarie-perete exterioar elevatie placa b.a. 12 cm pardoseala -parter placa b.a. 10cm Bloc de fundatie -15cm- sapa autonivelanta C8/10 -0,90 CTN 60 Detaliu 3-3 -2,50 +/-0,00 -0,12 -2,75 20 2,30 10 15 25 -3,00 umplutura compactata pietris compactat trotuar din beton simplu -10cm- centura b.a. 30x25 Hodroizolatie verticala Dop de bitum Zidarie-perete exterioar elevatie placa b.a. 12 cm pardoseala -parter placa b.a. 10cm Bloc de fundatie -15cm- sapa autonivelanta C8/10 -0,90 CTN 60 Detaliu 4-4 -2,50 +/-0,00 -0,12 -2,75 20 2,30 10 15 25 -3,00 pietris compactat Zidarie-perete exterioar placa b.a. 12 cm pardoseala -parter placa b.a. 10cm Bloc de fundatie -15cm- sapa autonivelanta C8/10 60 Detaliu 5-5 -2,50 +/-0,00 -0,12 -2,75 20 2,30 10 15 25 -3,00 placa b.a. 20 cm pardoseala -parter C4/5 (B75) C4/5 4d10 30 30 60 -0,05 -0,25 -0,85 -1,95 20 65 1,10 30 15 Etr.d 6/30 L=1,05 -0.65 CTA -0.90 CTN 3% Detaliu 2-2 -2,50 -2,40 -2,50 -2,50 -2,50 -3,00 -3,00 -3,00 -3,00 -3,00 -2,00 -2,00 -3,00 -2,00 -2,50 -3,00 -3,00 -3,00 -3,00 -3,00 -3,00 -3,00 -3,00 -3,00 -3,00 -2,50 -2,50 -2,50 -2,50 -2,50 -2,50 -2,50 -2,50 -0,70 G5-20x30 G6-20x30 G1-20x30 2d12 L=635 2 585 25 5,55 25 5,30 25 60 410 60 Etr. d8/10 Etrieri d8/25 Etr. d8/10 3Ø14 2Ø12 ETR Ø8/25 L=0,90 scara1:20 12 18 1-1 20 1 2 8 25 25 15 1 1 25 3d14 L=635 1 585 25 25 15 G3-25x30 2d12 L=435 2 385 25 3,70 25 3,45 25 60 210 60 Etr. d8/10 Etrieri d8/25 Etr. d8/10 2 2 25 2d14 L=435 1 385 25 25 2Ø14 2Ø12 ETR Ø8/25 L=0,90 scara1:20 12 18 2-2 20 1 2 8 25 25 15 15 G3-25x30 2d12 L=505 2 465 25 435 25 410 25 60 290 60 Etr. d8/10 Etrieri d8/25 Etr. d8/10 3 3 25 3d14 L=5055 1 465 25 25 3Ø14 2Ø12 ETR Ø8/25 L=0,90 scara1:20 12 18 3-3 20 1 2 8 25 25 15 15 OB37 , PC52 : OTEL C12/15 : BETON a = 2.5 cm -strat de acoperire in: Note: - armaturile de rezistenta - PC52, 4d16 PC52 L=350 1 4d16 PC52 L=280 2 Etr.d8/10 20 20 20 20 L=0,90 25 25 scara 1:20 8 2d16 2 2d16 2 25 25 scara 1:20 2d16 1 2d16 1 4d12 PC52 L=430 4 4d12 PC52 L=250 3 25 25 scara 1:20 2d12 3 2d12 3 25 25 scara 1:20 2d12 4 2d12 4 4d12 PC52 L=330 6 4d12 PC52 L=250 5 25 25 scara 1:20 2d12 5 2d12 5 25 25 scara 1:20 2d12 6 2d12 6 4d12 PC52 L=270 7 25 25 scara 1:20 2d12 6 2d12 6 S-25x25 Stalpisori(samburi)-25x25 Stalpisori(samburi)-25x25 Etr.d8/10 20 20 20 20 L=0,90 8 Etr.d6/10 20 20 20 20 L=0,90 9 Etr.d6/10 20 20 20 20 L=0,90 9 Etr.d6/10 20 20 20 20 L=0,90 9 Etr.d6/10 20 20 20 20 L=0,90 9 Etr.d6/10 20 20 20 20 L=0,90 9 L=595 L=175 L=130 L=120 L=210 L=140 L=840 L=815 L=815 L=545 L=170 L=230 L=595 L=650 L=130 L=175 L=120 L=690 d8/30 19 L=715 L=130 L=175 L=120 L=230 L=135 L=980 L=1005 L=235 L=275 L=140 L=760 L=785 L=180 L=85 L=275 L=625 L=745 L=765 L=250 L=130 Hp=12cm 3,70 2,00 3,00 4,05 87,5 3,70 2,00 3,00 4,05 87,5 90 4,30 4,00 2,30 1,20 4,80 1,25 1 2 3 4 5 6 1 2 3 4 5 6 A B E F B F C D G 3,70 2,00 3,35 90 2,45 1,65 14,00 2,40 1,10 6,50 10,00 4,10 9,05 55 30 14,00 9,65 1,65 3,25 4,75 3,70 2,00 3,00 4,05 87,5 3,70 2,00 3,00 4,05 87,5 90 4,30 4,00 2,30 1,20 4,80 1,25 1 2 3 4 5 6 1 2 3 4 5 6 A B E F B F C D G 3,70 2,00 3,35 90 2,45 1,65 14,00 2,40 1,10 6,50 10,00 4,10 9,05 55 30 14,00 9,65 1,65 3,25 4,75 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,80 +2,68 +2,60 +2,50 Hp=12cm +2,80 +/-0,00 -0,90 +8,90 +4,00 -0,70 -0,90 +8,90 +4,00 +5,25 +7,65 -1,20 - sapa suport pard - placa b.a. - pietris compactat -pamant natural Fundatie beton Fundatie beton -invelitoare onduline - astereala, scandura, 2.4 cm - sipci dispuse perpendicular pe capriori - sipci dispuse in lungul capriorilor - caprior, 10X15 cm pop 15x15 pop 15x15 pop 15x15 pana coama clesti A A A A A A A A Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plan subsol A1 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plan parter A2 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plan mansarda A3 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Fatada principala A4 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Fatada laterala stg. A5 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Fatada posterioara A6 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Fatada laterala dr. A7 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plan invelitoare A8 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Sectiunea A-A A9 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plan fundatii R1 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plan sarpanta R2 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plan cofraj placa peste parter R3 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plansa Nume Desenat Verificat Sem Scara 1:50 1:20 Data Armare grinzi R5 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Armare stalpi+stalpisori R7 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Detalii noduri sarpanta R9 Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plansa Nume Desenat Verificat Sem Scara 1:50 Data Plan armare placa peste parter R4 Plansa Nume Desenat Verificat Sem Scara 1:50 1:20 Data Armare centuri R6 Plansa Nume Desenat Verificat Sem Scara 1:20 Data Detalii fundatii R8

Language	Other
Drawing Type	Full Project
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Wood, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio, Garage
Tags	apartamento, apartment, appartement, architecture, aufenthalt, autocad, basement, casa, chalet, dwelling unit, DWG, full, general, ground, haus, height, house, logement, maison, Project, residên, residence, structure, unidade de moradia, villa, wohnung, wohnung einheit