House Project DWG Full Project for AutoCAD

This is a house project

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

constructive scheme, details of the solette, object, worked, acknowledged, erniv vonglii, designation, ground floor plan, south facing view, north view, west view, east view, foundation detail, ground floor plan, basement floor plan , planimetry of foundations, cutting aa, planes of taraces, planimetry of structure, planimetry of roof, facade, cutting bb, south view, north view, east view, west view, degree detail, staircase plan, stairs in ground floor, basement stairs, cutting aa, bb cutting, light concrete for slope, natural land, compressed soil, grit, b – layer, natural soil, clay, luster cementation, hollow bricks, contours of shades, detail the tarace

Raw text data extracted from CAD file:

370 175 280 200 25 25 25 150 150 250 250 200 25 1025 100 420 25 25 25 650 350 1025 493 325 1025 650 350 25 25 25 625 325 150 100 100 325 150 200 150 230 100 270 75 200 25 25 25 25 25 125 125 225 425 150 150 250 250 200 1025 370 175 280 45 25 25 25 150 150 250 250 200 25 1025 1025 650 350 25 25 25 625 325 190 80 100 675 550 25 25 25 650 350 1025 625 325 150 230 90 280 75 200 25 25 25 25 25 125 125 225 425 150 250 250 1025 150 200 125 75 80 70 473 20 90 515 190 70 90 170 200 160 265 85 90 250 160 190 160 190 395 150 280 200 40 40 40 150 250 40 1025 480 40 40 40 650 350 1025 605 300 1025 650 350 40 40 605 300 150 40 40 40 40 110 100 210 405 1025 220 80 50 340 150 250 200 40 150 625 100 40 150 150 250 250 200 80 185 380 125 15 75 190 70 90 15 75 110 380 115 275 475 175 275 475 175 252 453 160 120 28 27 33 80 60 32 28 42 38 42 38 27 33 28 32 42 38 33 27 32 42 38 60 60 80 80 60 60 80 60 150 250 250 200 350 650 150 150 250 250 200 350 650 12 350 650 30 70 50 175 120 150 80 75 150 250 450 125 150 100 125 150 20 310 80 20 12 120 15 10 50 80 80 20 50 243 50 150 100 130 65 100 90 50 20 80 325 120 25 25 90 156 27 13 27 13 22 18 13 27 12 28 12 28 22 18 22 18 150 150 250 250 200 650 350 650 350 150 150 250 250 200 70 55 25 75 90 60 25 325 80 20 70 95 60 25 85 90 250 25 40 90 50 40 405 325 25 100 20 405 80 20 125 12 120 25 325 25 25 40 300 40 115 380 110 368 40 25 55 90 80 \A1;25 \A1;12 \A1;13 \A1;12 \A1;28 \A1;32 \A1;60 \A1;40 \A1;28 32 28 42 38 42 38 27 33 60 80 80 60 60 32 28 80 60 42 38 27 33 25 70 25 70 1015 1165 \A1;9 \A1;15 \A1;5 \A1;38 \A1;50 \A1;12 \A1;38 \A1;50 \A1;25 \A1;9 \A1;15 \A1;5 \A1;3 \A1;3 \A1;12 150 515 650 1165 \A1;5 \A1;42 \A1;38 \A1;80 \A1;60 \A1;22 \A1;18 \A1;20 \A1;32 \A1;28 \A1;60 \A1;5 \A1;7 \A1;25 \A1;12 \A1;13 \A1;25 \A1;12 \A1;13 \A1;25 \A1;12 \A1;13 \A1;25 25 60 80 40 25 40 380 125 380 110 125 100 40 40 125 27 33 60 380 110 368 40 25 \A1;17 \A1;29 \A1;17 \A1;29 \A1;32 \A1;28 \A1;42 \A1;38 25 25 40 22° LLAC CIMENTO 3 CM 1 19 SKARE \A1;20 \A1;10 \A1;10 \A1;40 \A1;45 2 i = 2% \T1.15;UNIVERSITETI POLITEKNIK I TIRANES \T1.15;PUNOI : TOMI FRASHERI \T1.15;PRANOI : Ark LLAZAR SHYTI 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 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 5 5 5 5 5 5 5 5 5 5 5 5 \T1.3;PLANIMETRIA E KATIT PERDHE 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 -3.30 -0.03 -0.55 +3.06 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 -1.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -3.30 ±0.00 -2.72 -3.30 ±0.00 \LPRERJA 1 – 1\fTechnic|b0|i0|c2|p2;\H2x;\l l = 625 12 cope l = 325 6 cope l = 475 9 cope l = 625 12 cope l = 625 12 cope skema konstruktive SH 1:200 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 1 2 3 4 5 6 1 2 3 4 5 6 A B C 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C A B C A B C 2 3 4 6 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 3 4 5 6 1 2 3 4 5 6 A B C A B C 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 -0.45 +0.90 +2.40 +3.96 +5.46 +7.02 -0.55 +2.10 -0.45 +2.81 +3.96 +5.31 +7.02 +0.45 -0.55 +3.06 +2.81 -0.25 -0.62 -2.72 +5.16 +3.26 +3.96 -0.25 +0.90 +0.51 +3.26 5 -0.45 +0.90 +2.40 +3.96 +5.46 +7.02 -0.55 +5.31 +5.16 +3.06 +3.06 +5.16 +5.81 +6.12 +2.40 -0.25 +2.81 -2.72 -3.30 -3.30 -0.45 +0.90 +6.01 +7.02 +0.45 -0.55 +5.81 +3.01 +2.81 -1.65 +1.07 +5.81 +6.12 -1.00 5 5 5 detaje solete SH : 10 70 210 90 210 90 210 90 210 90 210 80 210 80 210 80 210 70 210 70 210 80 210 80 210 80 210 80 210 90 210 100 210 100 210 -0.00 + -0.00 + -0.03 -0.45 -0.45 -0.45 -0.55 -0.55 +3.06 +3.06 +3.06 -2.72 -2.72 -3.30 -3.30 -1.50 A l = 237 cope 1 12 A l = 162 cope 3 10 A l = 142 cope 1 6 A l = 136 cope 1 3 A l = 162 cope 3 1 A l = 262 cope 2 2 A l = 262 cope 2 4 A l = 152 cope 2 9 A l = 152 cope 2 8 A l = 132 cope 1 7 A l = 162 cope 3 11 A l = 222 cope 1 5 -3.30 5 5 5 5 5 8 5 4 2 1 8 5 4 2 1 8 5 8 8 5 objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 planimetria e katit perdhe shkurt ’09 A 01 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 -3.30 5 5 5 5 i = 40% i = 40% 100 150 100 150 100 160 100 160 80 150 80 150 80 150 200 150 175 150 200 150 200 150 150 160 175 150 150 160 a a B B B B B B a a a a 18*17*29 16*17*29 3*15*33 i = 40% i = 40% i = 40% i = 40% i = 40% i = 40% i = 40% 5 5 -0.45 +0.00 +0.90 +2.40 +3.96 +5.46 +7.02 +2.10 +5.16 +0.45 -0.55 -0.45 +7.02 -0.55 -0.45 +3.96 +7.02 +2.81 +0.45 -0.55 -0.45 +7.02 -0.55 -0.45 +7.02 -0.55 -0.45 +5.16 +7.02 +0.45 -0.55 +5.46 +3.96 +2.81 +3.06 +5.87 +2.40 +0.90 +0.00 +0.00 +2.81 +3.06 +3.96 +0.45 +0.90 +2.40 +3.96 +5.46 +0.90 +2.40 +3.46 +5.46 +3.96 PAMJA NGA JUGU -0.45 +0.90 +2.10 +3.96 +5.16 +7.02 +0.45 -0.55 -0.45 +0.90 +7.02 +0.45 -0.55 +2.81 +3.06 +5.87 +2.40 +3.96 PAMJA NGA VERIU PAMJA NGA PERENDIMI PAMJA NGA LINDJA SH 1:100 SH 1:100 SH 1:100 3*15*33 3*15*33 18*17*29 16*17*29 \T1.3;HOLLESI THEMELESH objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 hollesi themelesh shkurt ’09 A 05 \T1.3;PLANIMETRIA E KATIT TE PARE objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 planimetria e katit te pare shkurt ’09 A 02 \T1.3;PLANIMETRIA E PODRUMIT objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 planimetria e podrumit shkurt ’09 A 03 \T1.3;PLANIMETRIA E THEMELEVE objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 planimetria e themeleve shkurt ’09 A 04 \T1.3;PRERJA A-A objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 prerja a-a shkurt ’09 A 07 objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 shkurt ’09 A 08 \T1.3;PLANIMETRIA E TARACES objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 planimetria e taraces shkurt ’09 A 11 \T1.3;PLANIMETRIA E STRUKTURES objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 planimetria e struktures shkurt ’09 A 10 \T1.3;PLANIMETRIA E CATISE objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 planimetria e catise shkurt ’09 A 12 \T1.3;FASADA objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:50 fasada shkurt ’09 A 09 \T1.3;PRERJA B-B prerja b-b 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 pamje nga jugu pamje nga veriu pamje nga lindja pamje nga perendimi -2.72 -3.30 -2.72 -3.30 -2.72 -3.30 5 \LPRERJA 2 – 2\fTechnic|b0|i0|c2|p2;\H2x;\l \LPRERJA 4 – 4\fTechnic|b0|i0|c2|p2;\H2x;\l \LPRERJA 3 – 3\fTechnic|b0|i0|c2|p2;\H2x;\l \LPRERJA 5 – 5\fTechnic|b0|i0|c2|p2;\H2x;\l \LPRERJA 6 – 6\fTechnic|b0|i0|c2|p2;\H2x;\l 1 2 a c 5 5 5 5 5 5 5 5 5 5 5 5 1 2 6 a c 3 4 b b a 5 5 5 5 5 5 5 5 5 5 -2.72 -2.10 -2.10 -2.75 -3.30 -0.45 ±0.00 +3.26 5 5 +3.06 5 5 +3.96 5 5 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 ±0.00 -2.72 +1.07 -1.65 +3.06 -0.45 1 2 +0.86 +2.36 \T1.3;HOLLESI SHKALLE objekti BANESE 2 KATESHE punoi pranoi Erniv Vonglii emertimi sh 1:25 hollesi shkalle shkurt ’09 A 06 5 5 80 150 18*17*29 5 5 16*17*29 5 5 5 5 ±0.00 +3.06 -2.72 ±0.00 5 5 5 5 5 +2.10 +3.96 +0.90 +0.51 +3.26 5 5 5 5 ±0.00 -0.45 c +1.07 -1.65 5 5 5 5 5 5 5 5 5 5 5 a a a a a B B B B planimetria e shkalleve shkallet ne katin perdhe shkallet ne podrum prerja A-A prerja B-B sh 1:50 i = 2% 1 1 2 2 prerja 1 – 1 prerja 2 – 2 5 S 1 S 2 S 3 S 4 S 5 6 S ±0.00 3 3 2 2 1 1 4 4 5 5 6 6 -1.00 -1.00 i = 2% 1 PLLAKE BETONI 2 CM 2 LLAC CIMENTO 3 CM 15 GANXHE PER VARJEN E KASETES 14 KAPAKU I KASETES 7 SOLETE BETON-ARME 25 CM\H1.2x; 6 TERMOIZOLIM ME POLISTEROL 8 CM 5 BETON I LEHTE PER PJERESI 4 LLUSTER CIMENTO 1 CM 3 HIDROIZOLIM 1 CM 16 ULLUK VERTIKAL 17 UNAZE PER FIKSIMIN E ULLUKUT 18 SKARE PLLAKE BETONI 2 CM LLAC CIMENTO 3 CM HIDROIZOLIM 1 CM LLUSTER CIMENTO 1 CM BETON I LEHTE PER PJERRESI TERMOIZOLIM ME POLISTEROL 8 CM SOLETE BETON-ARME 25 CM\H1.2x; SUVA 1.5 CM\H1.2x; PLLAKE BETONI 2 CM LLAC CIMENTO 3 CM HIDROIZOLIM 1 CM LLUSTER CIMENTO 1 CM BETON I LEHTE PER PJERRESI TERMOIZOLIM ME POLISTEROL 8 CM SOLETE BETON-ARME 25 CM\H1.2x; SUVA 1.5 CM\H1.2x; 13 KASETA 12 ULLUK MBLEDHES I UJRAVE 11 ANKORIM ME KUNJE METALIKE 10 KAPUC BETONI 9 LLAMARINE E ZINKUAR 8 SUVA 1.5 CM \LLEGJENDA 1 PLLAKE 1.5 CM 2 LLAC BASTARD 2-3 CM 7 TOKE E NGJESHUR 6 ZHAVOR 5 BETON I LEHTESUAR 5 CM 4 HIDROIZOLIM 1 CM 3 SHTRESE B – A 17 SUVA 1.5 CM 16 TULLE ME VESHE 15 CM 18 PLLAKE 2.5 CM 19 PLINTUS 20 SKARE 14 SHTRESE B – A 5 CM 13 SGARE METALIKE 12 PLLAKE MERMERI 2-3 CM 10 MUR TULLE 12 9 MUR BUTOBETONI 40 CM 8 TOKE NATYRALE 11 BETON HIDROIZOLUES 20 CM \LLEGJENDA\fTechnic|b0|i0|c2|p2;\H2x;\l 1 2 3 4 5 6 8 1 2 15 15 SHTRESE B – A 5 CM 16 17 -0.45 -0.55 18 2 3 6 7 9 8 7 2 4 17 10 18 2 3 6 7 1 2 15 16 17 9 8 7 2 4 17 10 18 2 3 6 7 18 2 3 6 7 18 2 3 6 7 12 2 3 6 8 7 1 2 15 16 17 1 2 15 16 17 19 20 17 9 6 7 -0.03 -0.45 -0.55 -0.45 -0.45 ±0.00 -0.45 ±0.00 -0.03 1 2 3 4 5 6 8 5 5 5 5 5 19 19 19 19 19 i = 2% 1 2 3 8 7 6 5 4 1 2 3 4 8 7 6 5 1 2 15 16 17 1 2 15 16 17 1 2 3 4 5 6 8 1 2 3 4 5 6 8 19 19 1 2 3 4 5 6 8 9 8 7 2 4 17 10 TOKE NATYRORE TOKE E NGJESHUR ZHAVOR BETON I LEHTESUAR 5 CM HIDROIZOLIM 1 CM\H1.2013x; SHTRESE B – A LLAC CIMENTO 2-3 CM\H1.2x; PLLAKE 1.5 CM\H1.2x; TOKE NATYRORE TOKE E NGJESHUR ZHAVOR BETON I LEHTESUAR 5 CM HIDROIZOLIM 1 CM\H1.2013x; SHTRESE B – A LLAC CIMENTO 2-3 CM\H1.2x; PLLAKE 1.5 CM\H1.2x; TOKE NATYRALE TOKE E NGJESHUR MUR TULLE 12 CM HIDROIZOLIM 1 CM\H1.2013x; MUR BUTOBETON 40 CM\H1.2013x; SUVA 1.5 CM\H1.2x; TOKE NATYRALE TOKE E NGJESHUR MUR TULLE 12 CM HIDROIZOLIM 1 CM\H1.2013x; MUR BUTOBETON 40 CM\H1.2013x; SUVA 1.5 CM\H1.2x; PLLAKE 2 CM LLAC CIMENTO 2-3 CM SHTRESE B – A ZHAVOR TOKE E NGJESHUR PLLAKE 1.5 CM LLAC CIMENTO 2 CM SOLETE B – A 25 CM SUVA 1.5 CM PLLAKE 1.5 CM LLAC CIMENTO 2 CM SOLETE B – A 25 CM SUVA 1.5 CM PLLAKE BETONI 2 CM LLAC CIMENTO 3 CM HIDROIZOLIM 1 CM LLUSTER CIMENTO 1 CM BETON I LEHTE PER PJERRESI TERMOIZOLIM ME POLISTEROL 8 CM SOLETE BETON-ARME 25 CM\H1.2x; SUVA 1.5 CM\H1.2x; PLLAKE BETONI 2 CM LLAC CIMENTO 3 CM HIDROIZOLIM 1 CM LLUSTER CIMENTO 1 CM BETON I LEHTE PER PJERRESI TERMOIZOLIM ME POLISTEROL 8 CM SOLETE BETON-ARME 25 CM\H1.2x; SUVA 1.5 CM\H1.2x; PLLAKE 2 CM LLAC CIMENTO 2-3 CM SHTRESE B – A ZHAVOR TOKE E NGJESHUR TOKE NATYRALE TOKE E NGJESHUR MUR TULLE 12 CM HIDROIZOLIM 1 CM\H1.2013x; MUR BUTOBETON 40 CM\H1.2013x; SUVA 1.5 CM\H1.2x; TOKE NATYRALE TOKE E NGJESHUR MUR TULLE 12 CM HIDROIZOLIM 1 CM\H1.2013x; MUR BUTOBETON 40 CM\H1.2013x; SUVA 1.5 CM\H1.2x; PLLAKE 1.5 CM LLAC CIMENTO 2 CM SOLETE B – A 25 CM SUVA 1.5 CM PLLAKE 1.5 CM LLAC CIMENTO 2 CM SOLETE B – A 25 CM SUVA 1.5 CM 10 11 9 18 18 12 14 16 17 13 12 10 11 i = 2% 16 17 19 BERRYL i = 2% i = 2% i = 2% i = 2% i = 2% i = 2% PLLAKE 1.5 CM KOLLE NIVELIM LLUSTER CIMENTO SGARE 6mm SHTRESE BETONI 5 CM\H1.2x; TULLA ME VRIMA SUVA 1.5 CM\H1.2x; PLLAKE 1.5 CM KOLLE NIVELIM LLUSTER CIMENTO SGARE 6mm SHTRESE BETONI 5 CM\H1.2x; TULLA ME VRIMA SUVA 1.5 CM\H1.2x; \T1.15;ELEMENTE NDERTESE i = 2% konturet e hijeve \T1.15;DEGA ARKITEKTURE KURSI IIB \T1.7;PROJEKT KURSI \T1.15;PUNOI : Erniv VongliI 19 17 hollesi tarace SH 1:10