Family House DWG Full Project for AutoCAD

GENERAL HOUSE INFORMATION – Architecture and structure project – Location:Romania – Height: ground floor 1 floor – Building type: single family home – Structure: masonry brick – Foundation: concrete – Style:northwest house plans – Dimensions:7.25mx11.40m – House height (roof):10.25m – Roof slope:50° – number of rooms:3 bedrooms:2 living dining:1 kitchen:1 – number of bathrooms:2

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 facade, main facade, right side facade, ecorom, project manager, ing., requirement:, no., title of the project :, title of the floor: , inside villa, beneficiary :, cond, architect ionescu horatiu, designed, architect, verifier, bedroom, bathroom, hallway, closet, dressing, rafters, lath, screws, – slats arranged perpendicular to the rafters, – slats arranged along the rafters, concrete foundation, steel, concrete, -coating layer in :, note :, kitchen, dining room, living room, anteroom, pliers, rafters, up, , pliers, pop, – weak army slab, – compacted gravel, – compacted filler, -pamant natural, -pard floor screed, -salt bed, -cardboard plasterboard, -pass flooring, -thermo-insulation, mineral wool, pop, counterfisher, slats, plank, cladding

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 SEF PROIECT NUME SEMNATURA ing. CERINTA: Referat nr. Titlul proiectului: Titlul plansei: FAZA P.A.C. Plansa intravilan Avrig Fatada principala Scara 1:100 Proiect __/2008 Beneficiar: cond arh. Ionescu Horatiu A05 PROIECTAT ARHITECT cond arh. Ionescu Horatiu cond arh. Ionescu Horatiu VERIFICATOR +/-0,00 -0,70 +2,70 +5,20 +8,00 +7,25 +4,10 +/-0,00 -0,70 +2,70 +5,05 +8,00 +5,90 +6,50 1,51 1,51 2 9 +/-0,00 -0,50 +3,10 +4,85 +7,80 +10,25 +/-0,00 -0,50 +3,25 +4,60 +7,45 +10,25 +9,45 Dormitor Baie Hol Dormitor Hol 80 2,10 90 2,10 90 2,10 70 2,10 1,50 1,20 1,50 1,20 1,20 1,20 30 4,50 30 1,85 30 60 1,20 1,50 1,20 Debara 30 4,50 25 1,90 30 3,00 15 0 3,50 30 60 60 15 1,70 25 2,80 25 3,50 30 1,00 15 1,35 10 2,70 30 30 1,00 15 80 1,20 80 2,10 Dresing 30 1,65 10 2,25 25 4,95 10 1,50 30 7,25 7,25 80 8,05 8,80 80 95 80 11,40 11,40 16 tr 30×17 S=12,60mp S=15,75mp +2,72 +2,72 S=2,75mp S=9,15mp S=10,80mp +2,72 S=4,10mp Hp=90 Hp=90 Hp=90 Hp=1,50 50 4,30 50 1,65 50 50 1,70 45 4,30 50 50 7,25 50 50 3,80 45 2,60 45 3,30 50 45 4,10 50 1,75 50 -0,25 -0,25 -0,25 -0,25 -0,25 85 8,25 7,40 7,45 11,60 85 1,05 80 8,90 11,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 -1,60 10 25 10 10 30 10 10 30 10 10 30 10 10 30 10 10 30 10 10 25 10 10 25 10 10 25 10 10 30 10 10 30 10 5,40 3,05 8,45 1,15 1,45 80 2,20 2,60 4,40 12,60 2,15 1,65 1,65 1,40 1,65 1,65 2,45 12,60 1,15 5,05 3,05 9,25 A A A A 25×3 40×5 30 75 75 75 75 3.30 3.30 30 75 75 75 75 7.00-8.00 40×5 otel rotund 010 caprior astereala suruburi cu piulita prinsa la caprior cositorita capac de tabla 75 2.70 3,05 5,40 8,45 4,40 2,60 2,20 80 1,45 1,15 12,60 2,45 1,65 1,65 1,40 1,65 1,65 2,15 12,60 3,05 5,05 1,15 9,25 -invelitoare onduline – astereala, scandura, 2.4 cm – sipci dispuse perpendicular pe capriori – sipci dispuse in lungul capriorilor – caprior, 10X15 cm Fundatie beton Fundatie beton 2d14 1 2d14 1 Etr.d6/10 6 20 20 20 20 L=0,90 25 25 S-30×30 2d12 1 2Ø12 1 Etr.d6/10 2 25 25 25 25 L=1,10 30 30 2 Etr.Ø6/10 Stalpisori(samburi) 30×30 2d12 1 2d12 1 Etr.d6/10 6 20 20 20 20 L=0,90 25 25 Stalpisori(samburi) 25×25 OB37 , PC52 : OTEL C12/15 : BETON a = 2.5 cm -strat de acoperire in: Note: – armaturile de rezistenta – PC52, C4/5 (B75) C4/5 4d10 10 30 10 25 25 50 Detaliul 1:1 30 15 Etr.d 6/30 L=1,05 -0,05 -0,30 -0,50 -1,60 25 20 1,10 C4/5 (B75) C4/5 4d10 10 25 10 22,5 22,5 45 Detaliul 2:2 30 15 Etr.d 6/30 L=1,05 -0,05 -0,30 -0,50 -1,60 25 20 1,10 25 15 15 L=0,90 ETR Ø6/20 2 30 20 10 4d 1 Sc. 1:20 Centura C1 30×20 12 Centura C2 25×25 Sc. 1:20 3 10 d 4 25 4 L=0.80 ETR Ø6/20 15 15 20 12 20 OB37 , PC52 : OTEL C12/15 : BETON a = 2.5 cm -strat de acoperire in: Note: – armaturile de rezistenta – PC52, +/-0,00 -0,50 +3,25 +4,60 +7,45 +10,25 +9,45 +/-0,00 -0,50 +3,25 +4,60 +7,45 +10,25 +9,45 +/-0,00 -0,50 +3,25 +4,85 +7,80 +10,25 +/-0,00 -0,50 +3,25 +4,60 +7,45 +10,25 +9,45 +/-0,00 -0,50 +3,10 +4,85 +7,80 +10,25 +/-0,00 -0,50 +3,25 +4,60 +7,45 +10,25 +9,45 +/-0,00 -0,50 +4,85 +7,80 +10,25 +3,85 +/-0,00 -0,50 +4,85 +7,80 +10,25 +3,10 Bucatarie Sufragerie Baie Camera de zi 30 30 4,50 30 30 1,90 25 4,50 30 15 3,00 30 30 3,50 25 2,80 25 1,70 15 30 30 2,25 30 4,30 25 4,00 30 1,50 1,20 1,50 1,20 60 60 1,50 1,20 1,50 1,20 2,50 1,20 1,00 2,10 1,45 2,10 1,10 2,10 80 2,10 90 2,10 2,15 5,10 7,25 1,20 70 7,25 80 8,05 8,80 80 95 80 11,40 30 2,25 9,15 11,40 Antreu 60 1,20 60 1,20 Hp=1,70 Hp=1,70 16 tr 30×17 S=15,75mp S=12,60mp S=5,10mp S=7,95mp S=15,40mp +/-0,00 +/-0,00 +/-0,00 +/-0,00 +/-0,00 -0,02 Hp=90 Hp=1,50 Hp=90 Hp=90 A A 1 1 2 2 +10,25 +3,85 +3,25 +3,10 +7,80 +7,80 +7,80 Clesti 2×2.5×10 Clesti 2×2.5×10 Clesti 2×2.5×10 Clesti 2×2.5×10 Clesti 2×2.5×10 Capriori 10×15 Capriori 10×15 Capriori 10×15 Capriori 10×15 Capriori 10×15 Pana 12×15 Pana 12×15 Pana 12×15 10 60 10 60 10 60 10 60 10 pana coama clesti pop 15×15 pop 15×15 pop 15×15 clesti pana – placa slab armata – pietris compactat – umplutura compactata -pamant natural Fundatie beton – sapa suport pard Dulapi 20×4 Dulapi 20×4 Dulapi 20×4 Dulapi 20×4 Grinda lemn 20×20 Grinda lemn 20×20 Grinda lemn 20×20 Grinda lemn 20×20 Grinda lemn 20×20 Centura ba 30×20 Centura ba 30×20 7,25 80 8,05 8,80 80 95 80 11,40 11,40 7,25 S-30×30 -scandura rasinoase -dulap rasinoase-20×4 -grinda lemn -20×20 -placa ghips carton -pardoseala parchet -scandura rasinoase -dulap rasinoase-20×4 -grinda lemn -20×20 -placa ghips carton -termoizolatie-vata minerala pana coama POP 15×15 caprior 10×15 clesti contrafisa sipci astereala scandura Invelitoare