Housing 3 Levels – Details DWG Plan for AutoCAD

Housing 3 Levels – Details DWG Plan for AutoCAD

Force file plan – technical specifications – references – Details of structures – dimensions

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

terrace, cut a – a, main facade, main facade., cut a – a, plan of the terrace, front facade, medea, wilaya, daira, commune, localization, architecture and town planning, technical study, abbadi samir , sworn architect, algerian democratic republic and popular, operation, visa, modification, owner, object, verified by:, made by, date, scale, abbadi. s, boukendakdji wahiba, address, basement plan, living room, entrance hall, living room, loggia, kitchen, ground floor plan, wc, bathroom, hall, steam room, terrace, empty, basement plan, plan of seeding , ground floor plan, detached house, terrace plan, floor formwork plan, reinforcement beams and potals, foundation formwork plan, belkairouss-fissa, mohamed, reinforcement staircase, var, fill, good floor, empty, cut, sand , concrete cunette, crouched, plumbing base, drainage detail, retaining wall, sanitation plan, mooring, deposit

Raw text data extracted from CAD file:

1809 1500 \A1;3.03 \A1;3.03 \A1;3.03 \A1;1.00 \A1;3.23 \A1;3.23 \A1;3.23 \A1;1.00 \A1;2.20 \A1;0.83 \A1;4.00 \A1;3.90 \A1;4.60 \A1;12.85 \A1;4.10 \A1;4.60 \A1;4.30 \A1;13.35 \A1;4.00 \A1;3.90 \A1;4.60 \A1;12.85 \A1;4.30 \A1;4.30 \A1;1.47 \A1;4.10 \A1;4.60 \A1;13.35 \A1;3.85 \A1;4.25 \A1;4.25 \A1;4.80 \A1;3.55 \A1;4.15 \A1;4.15 \A1;3.55 \A1;2.67 \A1;1.00 \A1;1.00 \A1;4.10 \A1;4.60 \A1;4.30 \A1;3.85 \A1;1.63 \A1;5.26 \A1;4.00 \A1;3.90 \A1;4.60 \A1;13.35 \A1;12.85 \A1;3.70 \A1;4.05 \A1;8.13 \A1;11.85 \A1;2.55 \A1;1.35 \A1;50 \A1;35 \A1;4.00 \A1;12.80 \A1;3.55 \A1;3.90 \A1;35 \A1;4.60 \A1;35 \A1;35 \A1;30 \A1;40 \A1;35 \A1;4.10 \A1;13.30 \A1;4.25 \A1;4.60 \A1;35 \A1;4.30 \A1;35 \A1;35 \A1;30 \A1;40 \A1;12.85 \A1;4.10 \A1;4.60 \A1;4.30 \A1;13.35 \A1;15 \A1;30 \A1;20 \A1;40 \A1;20 \A1;15 \A1;25 \A1;40 \A1;4.60 \A1;40 \A1;30 \A1;40 \A1;30 \A1;30 \A1;20 \A1;40 \A1;20 \A1;20 \A1;20 \A1;30 \A1;40 \A1;140 \A1;30 \A1;140 \A1;140 \A1;68 \A1;40 \A1;28 \A1;150 \A1;110 \A1;30 \A1;160 \A1;30 \A1;20 \A1;40 \A1;20 \A1;20 \A1;20 \A1;30 \A1;40 \A1;30 \A1;20 \A1;40 \A1;20 \A1;15 \A1;25 \A1;40 \A1;3.90 \A1;3.65 \A1;4.25 \A1;3.75 \A1;3.95 \A1;1.50 \A1;1.45 \A1;1.50 \A1;4.60 \A1;3.90 \A1;4.00 \A1;12.85 \A1;4.00 \A1;3.90 \A1;4.60 \A1;12.85 \A1;4.00 \A1;3.90 \A1;12.85 \A1;4.00 \A1;3.90 \A1;4.60 \A1;4.10 \A1;4.60 \A1;4.30 \A1;13.35 \A1;4.00 \A1;4.60 \A1;1.50 \A1;12.85 \A1;160 \A1;55 \A1;55 \A1;2.55 \A1;1.35 \A1;2.55 \A1;1.35 \A1;40 \A1;100 \A1;100 \A1;28 \A1;40 \A1;68 \A1;150 \A1;1.65 \A1;3.63 TERRASSE R+1 80 80 80 \A1;4.10 \A1;4.60 \A1;4.30 \A1;13.35 \A1;3.55 \A1;4.13 \A1;5.29 \A1;7.36 \A1;2.70 \A1;1.25 \A1;4.30 \A1;1.63 \A1;2.33 \A1;6.08 \A1;4.25 \A1;3.90 \A1;4.00 \A1;4.55 \A1;1.50 \A1;12.80 \A1;4.10 \A1;4.60 \A1;4.30 \A1;13.35 \A1;3.85 \A1;3.50 \A1;13.35 \A1;0.18 \A1;1.65 \A1;1.15 \A1;1.15 \A1;2.70 \A1;1.00 \A1;3.95 \A1;6.55 \A1;1.95 \A1;4.05 \A1;1.53 \A1;2.40 \A1;6.43 COUPE A - A FACADE PRINCIPALE FACADE PRINCIPALE. COUPE A - A. PLAN DU TERRASSE FACADE POSTERIEUR : : : MEDEA MEDEA MEDEA WILAYA DAIRA COMMUNE LOCALISATION D'Architecture et D'Urbanisme Etude Technique ABBADI Samir Architecte Agrée Assermenté BD 05 Juillet T. E.H Médéa REPUBLIQUE ALGERIENNE DEMOCRATIQUE ET POPULAIRE OPERATION TEL : 025 596 999 VISA MODIFICATION PROPRIETAIRE OBJET : : : : VERIFIE PAR : FAIT PAR DATE ECHELLE ABBADI . S 1/50 - 1/500 03/2012 BOUKENDAKDJI WAHIBA RUE 15 DECEMBRE SECTION 67 ADDRESS ILOT N° 76 - MEDEA FACADE POSTERIEUR 5 5 5 5 5 5 5 5 -3.23 +0.00 +3.23 +6.46 +7.46 +9.69 5 5 Plan de SOUS SOL 5 5 5 5 5 5 5 A A 5 salon Hall D'entrée sejour Loggia chambre 02 chambre 01 Cuisine Plan de R.D.C W.C S.D.B 1809 1500 5 5 Hall 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 A A salon 5 W.C 5 chambre 02 chambre 01 5 5 5 Hammam chambre 03 Terrasse Plan de 1ER Etage vide Hall A vide 5 5 5 5 5 5 5 5 A 5 5 PLAN DE SOUS SOL PLAN D'ASSINISSEMENT PLAN DE R.D.C : : : MEDEA MEDEA MAISON INDIVIDUELLE MEDEA WILAYA DAIRA COMMUNE LOCALISATION D'Architecture et D'Urbanisme Etude Technique ABBADI Samir Architecte Agrée Assermenté BD 05 Juillet T. E.H Médéa REPUBLIQUE ALGERIENNE DEMOCRATIQUE ET POPULAIRE OPERATION TEL : 025 596 999 VISA MODIFICATION PROPRIETAIRE OBJET : : : : VERIFIE PAR : FAIT PAR DATE ECHELLE ABBADI . S 1/50 - 1/500 03/2012 BOUKENDAKDJI WAHIBA RUE 15 DECEMBRE SECTION 67 ADDRESS ILOT N° 76 - MEDEA PLAN DE 1ER ETAGE TERRASSE R+1 Plan de Terrasse A A 5 5 SOUS SOL +R+1 MAISON INDIVIDUELLE SOUS SOL +R+1 5 5 40 Cad O8 x 130 e=15 1-1 25 5 5 35 3 etr O8 x 76 e=15 35 3 3T14 fil 30 3T14 fil 40 Cad O8 x 130 e=15 2-2 25 5 5 35 3 etr O8 x 76 e=15 35 3 30 3T14 fil 3T14 fil+3T12 CH 30 COUPE 1-1 20 40 20 20 COUPE 2-2 20 30 40 T12 x 185 e=15 25 25 135 135 25 25 T12 x 185 e=15 135 T12 x 215 e=15 25 25 25 135 140 2x3 Cad en U x 75 T12 x 185 e=15 8T14 x 400 50 50 Cad O8 x 95 e=10 Cad O8 x 1310 e=10 70cm de Recouvrement 300 300 25 25 25 25 S1 = 140 x 140 x 30 25 25 \A1;10 \A1;10 \A1;10 \A1;10 160 55 30 55 140 \A1;10 \A1;10 140 68 40 28 150 110 30 \A1;10 \A1;10 \A1;10 160 30 5 5 21 21 5 30 5 Cad O8 x 130 e=10 8T14 Cad O8 x 100 e=10 35 35 : : : MEDEA MEDEA MEDEA WILAYA DAIRA COMMUNE OBJET LOCALISATION D'Architecture et D'Urbanisme Etude Technique ABBADI Samir Architecte Agrée Assermenté BD 05 Juillet T. E.H Médéa REPUBLIQUE ALGERIENNE DEMOCRATIQUE ET POPULAIRE OPERATION TEL : 025 596 999 VISA MODIFICATION 06/2011 OBJET : : : : VERIFIE PAR : FAIT PAR DATE ECHELLE PLAN DE COFFRAGE DES PLANCHERS FERRAILLAGE POUTRES ET POTAUX PLAN DE COFFRAGE DES FONDATIONS 1/25 1/20 1/50 BELKAIROUSS-FISSA MOHAMED FERRAILLAGE ESCALIER 10 10 1 20 35 var h= var 10 h+70 ±0.00 60cm de Recouvrement 2xT12 fil e=15 \H1.715x; SV =L x120x30 50 50 25 25 fill T12fill e=15 \H1.715x; 25 25 115 T12 x 165 e=15 \H1.715x; 2xT12 x (h+120) \H1.715x; e=15 Bon Sol 30 h+70 15 COUPE -1-1- 30 21 30 21 \A1;35 \A1;35 8T14 Cad T8 x 130 Cad T8 x 95 TS = 15 x15 O 05 15 -3.23 Ech :1/50 \W5.41463; PLAN DU FONDATION ,-3.23 0.00 15 0.00 15 15 P.S = 30 X 40 P.S = 30 X 40 L = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 L = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 L = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 L = 30 X 40 C.H = 30 X 30 TS = 15 x15 O 05 16+4 +0.00 TS = 15 x15 O 05 TS = 15 x15 O 05 VIDE 5 5 5 Ech :1/50 COFFRAGE PLANCHER +0.00 5 5 5 5 5 15 15 15 5 5 5 5 5 5 5 5 15 15 15 15 C.H = 30 X 30 C.H = 30 X 30 C.H = 30 X 30 C.H = 30 X 30 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.S = 30 X 40 P.P = 30 X 40 P.P = 30 X 40 TS = 15 x15 O 05 16+4 +6.46 TS = 15 x15 O 05 16+4 +3.23 VIDE VIDE VIDE VIDE VIDE VIDE Ech :1/50 COFFRAGE PLANCHER +3.24 COFFRAGE PLANCHER +6.48 3 3 5 35 3.65 4.00 2 x 3T14 12.80 Cad + etrier O8 10 x 15 8 x 10 8 x 10 9.90 4.50 1.50 11.70 30 30 3.55 3.90 35 5 4.60 4.25 5 5 35 Cad + etrier O8 2 x 3T14 16 x 10 8 x 10 8 x 10 3 3 3 3 9 x 15 FERR. P.PRINCIPALE . 30 x 40 35 5 Cad + etrier O8 30 40 3T14 fil Cad O8 x 130 e=15 3-3 25 5 5 35 3 etr O8 x 81 e=15 35 3 3T14 fil 9.90 4.50 1.50 11.70 30 30 3 3 5 35 3.75 4.10 2 x 3T14 13.30 Cad + etrier O8 10 x 15 8 x 10 8 x 10 9.90 5.00 2.00 11.70 30 30 4.25 4.60 35 5 4.30 3.95 5 5 35 Cad + etrier O8 2 x 3T14 16 x 10 8 x 10 8 x 10 3 3 3 3 9 x 15 FERR. P.SECONDAIRE . 30 x 40 35 5 Cad + etrier O8 30 40 3T14 fil Cad O8 x 130 e=15 3-3 25 5 5 35 3 etr O8 x 81 e=15 35 3 3T14 fil 9.90 5.00 2.00 11.70 30 30 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 30 COUPE 3-3 20 40 20 15 25 40 1 1 1 1 3 3 3 3 1 1 1 1 1 1 1 1 1 1 1 1 1 1 2 2 2 2 2 2 2 2 2 2 2 2 2 2 1 70 8x30=2.40 1 20 3 20 10 1 20 T14 x 7 10 e =15 T14 x3 10 e =15 T10 x1 45 e=15 1 30 7.5 7.5 1 30 7.5 7.5 2T10 x145 e=15 T8 x130 e=15 1 30 ép=16cm 10 +1.62 F8 x100 e=15 10 10 50 28 2 T10 x3 00 e=15 2 80 10 10 35 2 25 1 80 T14 x 3 00 e=15 +0.00 35 Cad T 8 x 1.20 Etr T 8 x 70 3 T 14 3T14 30 30 25 10 30 10 T12 x1 20 e=15 60 60 18 30 30 1 50 COUPE 1-1- 1 20 10 1 70 2 80 10 10 2xT10 x 3 00 e=15 2 80 +3.24 +4.86 +6.48 +8.10 +9.72 9x18=1.62 TS = 15 x15 O 05 16+4 +9.69 COFFRAGE PLANCHER +9.69 PROPRIETAIRE BOUKENDAKDJI WAHIBA RUE 15 DECEMBRE SECTION 67 ADDRESS ILOT N° 76 - MEDEA S1 S2 SV SF1 COUPE 1-1 10 10 1 20 35 var h= var 10 ±0.00 SF1 =L x120x30 25 25 fill T12fill e=15 \H1.715x; 25 25 115 T12 x 165 e=15 \H1.715x; Bon Sol 30 COUPE 2-2 50 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 7 x 10 7 x 10 9 x 15 21 21 7 x 10 8T14 x 415 1 1 7 x 10 9 x 15 3.95 8T14 x 415 1 1 70cm de Recouvrement 80cm de Recouvrement +6.46 CadT8 x 95 Cad T8 x 130 3 95 30 30 10 2x3 Cad T8 en Ux90 30 30 30 35 5 5 30 2x3 Cad T8 en Ux90 25 25 25 5 5 35 289 35 289 2x3 Cad T8 en Ux75 1 1 8T14 70cm de Recouvrement +12.92 +9.69 30 7 x 10 8 x 10 7 x 15 30 320 320 320 15 21 21 CadT8 x 90 Cad T8 x 130 30 30 10 30 30 30 5 5 2x3 Cad T8 en Ux90 35 289 7 x 10 7 x 10 9 x 15 21 21 4.15 8T14 x 415 1 1 70cm de Recouvrement CadT8 x 95 Cad T8 x 130 30 30 10 30 30 30 35 30 2x3 Cad T8 en Ux90 30 30 30 5 5 289 30 30 30 30 30 10 CadT8 x 95 Cad T8 x 130 21 21 ±0.00 +3.23 30 COUPE 1-1 20 40 20 20 COUPE 2-2 20 30 40 30 COUPE 3-3 20 40 20 15 25 40 vide vide 5 5 5 5 S1 5 MAISON INDIVIDUELLE SOUS SOL +R+1 SURFACE TERRAIN : 272.00 m² SURFACE PLANCHER : 544.50 m² SURFACE EMPRISE AU SOL : 175.50 m² C.O.S = 0.64 C.E.S = 2.00 50 30 40 100 100 8T14 x 340 290 30 2x3 Cad en U x 90 50 30 30 \A1;10 \A1;10 30 290 70cm de Recouvrement 28 40 68 150 7T12 x fill e=15 fill 35 35 12T12 x 165 e=15 95 35 35 COUPE A - A A A A A 5 5 R=60X60 R=60X60 Gravier 8/15 Sable Gravier 25/40 Gravier 15/25 5 5 5 Cunette en béton banché Semelle fillante Detail de Drainage Mur de soutenement R=50X50 R=50X50 Mur de soutenement 5 5 5 5 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 40 L = 30 X 40 L = 30 X 40 L = 30 X 40 L = 30 X 40 L = 30 X 40 L = 30 X 40 5 5 5 5 5 5 5 5 5 5 5 TS = 15 x15 O 05 15 -3.23 S1 SF1 5 5 5 5 S1 5 A A A A R=60X60 R=60X60 Mur de soutenement R=50X50 R=50X50 Mur de soutenement 5 5 5 5 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 50 L = 30 X 40 L = 30 X 40 L = 30 X 40 L = 30 X 40 L = 30 X 40 L = 30 X 40 L = 30 X 40 Plan d'Assainissement 5 5 Garrage Depot 5 5 5 5 5 15 15 5 5 5 5 5 5 5 5 5

Language	French
Drawing Type	Plan
Category	House
Additional Screenshots
File Type	dwg
Materials	Concrete, Other
Measurement Units	Metric
Footprint Area
Building Features
Tags	apartamento, apartment, appartement, aufenthalt, autocad, casa, chalet, details, dimensions, dwelling unit, DWG, file, force, haus, house, Housing, levels, logement, maison, plan, references, residên, residence, specifications, structures, technical, unidade de moradia, villa, wohnung, wohnung einheit