House DWG Detail for AutoCAD

House DWG Detail for AutoCAD

Detailed House Blueprints

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

existing street front, existing and proposed situation plan., den. board:, property limit, street front proposed place. satu mare nr., front street stradal existing place. satu mare nr., metal, railing, painting with, White color, main facade, burgundy color, color pillar, Made of wood, joinery, outside, tiled floors, dark burgundy color, painting with, fascia, natural stone, sock imitation, joinery, Made of wood, railing, metal, from the board, covers, total, reinforcing poles, total lengths on diameters, meal per meter, mass per diameter, reinforcing poles, elements, mark, diameter, no bars like., long., of a, bars, armature, Elemental, in all, elem., extraction of wood, position, elements, pieces, section, length, volume, pana koama, pliers, purlin, pana koama, roebuck, roebuck, pop, sole, pop, sole, pop, sole, pop, sole, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, purlin, purlin, purlin, purlin, purlin, garage, sopru, kitchen, cellar, chamber, hall, walls that are being demolished, sole, pop, truss, pliers, purlin, until, roebuck, stuffed earth stuffing, underlay, Compact bale, natural ground, compacted filler, concrete floor slab reinforced cm, roebuck, until, purlin, pliers, truss, pop, sole, hall, chamber, cellar, kitchen, sopru, garage, sense, sense, detail, underlay, Compact bale, natural ground, compacted filler, detail, PARD. by b. weak army cm, roof terrace, PARD. by b. weak army cm, compacted filler, natural ground, Compact bale, underlay, the section, the section, ETR., pcs., stapler, ETR., pcs., the section, stapler, pcs., belt, ETR., pcs., materials, permeability, minimum coverage. cm, exposure class:, total kg, reinforced concrete:, total, reinforcing poles, total lengths on diameters, meal per meter, mass per diameter, reinforcing poles, elements, mark, diameter, no bars like., long., of a, bars, armature, Elemental, in all, elem., sole, pop, truss, pliers, purlin, until, roebuck, concrete floor slab reinforced cm, compacted filler, natural ground, Compact bale, underlay, sole, up to the tail, pop, sole, pop, sole, pop, pop, sole, roebuck, up to the tail, purlin, extraction of wood, position, elements, pieces, section, length, volume, pana koama, pliers, purlin, pana koama, roebuck, roebuck, pop, sole, pop, sole, pop, sole, pop, sole, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, roebuck, purlin, purlin, purlin, purlin, purlin

Raw text data extracted from CAD file:

X1 X1 X1 X1 X1 X1 X1 X1 5 5 5 5 60 5.67 5.67 60 60 10.35 5 60 10.35 60 B B A A FRONT STRADAL EXISTENT SI PROPUS PLAN DE SITUATIE EXISTENT SI PROPUS. Den. plansa: 17.25 Limita de proprietate Limita de proprietate FRONT STRADAL PROPUS loc. Satu Mare nr. 72 B FRONT STRADAL EXISTENT loc. Satu Mare nr. 72 B -109.8509836527103 metalica balustrada zugraveala cu culoare alb FATADA PRINCIPALA culoare visiniu stalp de culoare din lemn tamplarie de exterior trepte cu gresie culoare visiniu inchis zugraveala cu pazie +3.75 +2.80 +2.10 +0.90 ±0.00 piatra naturala soclu imitatie tamplarie din lemn balustrada metalica +8.34 +5.87 din tabla invelitoare \A1;0.30 \A1;2.50 \A1;1.80 \A1;0.25 \A1;1.80 \A1;0.90 \A1;1.80 \A1;0.25 \A1;1.71 \A1;0.90 \A1;1.70 \A1;0.25 \A1;0.30 \A1;0.90 \A1;0.30 \A1;0.25 \A1;2.26 \A1;0.90 \A1;0.53 \A1;0.25 \A1;0.25 \A1;3.37 \A1;0.30 \A1;4.47 \A1;0.30 \A1;5.45 \A1;0.25 \A1;1.30 \A1;0.90 \A1;2.50 \A1;0.30 \A1;0.30 \A1;5.45 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;7.25 \A1;0.30 \A1;0.30 \A1;6.28 \A1;0.30 \A1;0.30 \A1;4.50 \A1;0.25 \A1;2.20 \A1;0.30 \A1;9.05 \A1;0.25 \A1;5.45 \A1;0.25 \A1;2.10 \A1;1.70 \A1;3.35 \A1;1.70 \A1;2.95 \A1;1.70 \A1;4.55 \A1;1.20 \A1;3.14 \A1;1.20 \A1;2.58 \A1;2.00 \A1;0.99 \A1;0.15 \A1;0.72 \A1;2.85 \A1;1.90 \A1;2.45 \A1;2.30 \A1;4.55 \A1;1.75 \A1;3.95 \A1;4.55 \A1;0.18 \A1;3.65 \A1;0.15 \A1;29.15 \A1;2.15 \A1;1.70 \A1;2.15 \A1;1.60 \A1;1.70 \A1;1.70 \A1;0.10 \A1;1.30 \A1;0.40 \A1;0.15 \A1;5.72 \A1;0.83 \A1;0.97 \A1;3.15 \A1;1.83 \A1;0.15 \A1;12.80 \A1;2.85 \A1;0.38 \A1;1.50 \A1;0.43 \A1;2.00 \A1;0.40 \A1;0.10 \A1;1.75 \A1;0.30 \A1;1.75 \A1;0.30 \A1;1.30 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.25 \A1;1.30 \A1;2.35 \A1;0.90 \A1;2.00 \A1;0.21 \A1;3.20 \A1;0.39 \A1;0.15 \A1;0.72 \A1;2.85 \A1;1.90 \A1;2.45 \A1;2.30 \A1;4.55 \A1;1.75 \A1;3.95 \A1;4.55 \A1;0.17 \A1;3.65 \A1;0.15 \A1;29.15 \A1;0.45 \A1;2.00 \A1;0.30 \A1;2.10 \A1;0.10 \A1;0.97 \A1;6.88 \A1;12.80 \A1;5.72 \A1;4.95 \A1;1.83 \A1;5.72 \A1;4.95 \A1;1.83 \A1;0.30 \A1;2.50 \A1;1.80 \A1;0.25 \A1;1.80 \A1;0.90 \A1;1.80 \A1;0.25 \A1;1.71 \A1;0.90 \A1;1.70 \A1;0.25 \A1;0.30 \A1;0.90 \A1;0.30 \A1;0.25 \A1;2.26 \A1;0.90 \A1;0.53 \A1;0.25 \A1;0.25 \A1;3.37 \A1;0.30 \A1;4.47 \A1;0.30 \A1;5.45 \A1;0.25 \A1;0.30 \A1;0.90 \A1;3.50 \A1;0.30 \A1;0.30 \A1;5.45 \A1;0.25 \A1;0.25 \A1;1.00 \A1;0.30 \A1;0.30 \A1;0.30 \A1;7.25 \A1;0.30 \A1;0.30 \A1;6.28 \A1;0.30 \A1;0.30 \A1;4.50 \A1;0.25 \A1;2.20 \A1;0.30 \A1;9.05 \A1;0.25 \A1;5.45 \A1;0.25 \A1;2.10 \A1;1.70 \A1;3.35 \A1;1.70 \A1;2.95 \A1;1.70 \A1;4.55 \A1;1.20 \A1;3.14 \A1;1.20 \A1;2.58 \A1;2.00 \A1;0.99 \A1;0.15 \A1;0.72 \A1;2.85 \A1;1.90 \A1;2.45 \A1;2.30 \A1;4.55 \A1;1.75 \A1;3.95 \A1;4.55 \A1;0.18 \A1;3.65 \A1;0.15 \A1;29.15 \A1;2.15 \A1;1.70 \A1;2.15 \A1;2.20 \A1;1.70 \A1;1.10 \A1;0.10 \A1;1.30 \A1;0.40 \A1;0.15 \A1;5.72 \A1;0.83 \A1;0.97 \A1;3.15 \A1;1.83 \A1;0.15 \A1;12.80 \A1;2.85 \A1;0.38 \A1;1.50 \A1;0.43 \A1;2.00 \A1;0.40 \A1;0.10 \A1;1.75 \A1;0.30 \A1;1.75 \A1;0.30 \A1;1.30 \A1;0.30 \A1;2.10 \A1;0.30 \A1;2.10 \A1;0.25 \A1;1.30 \A1;2.35 \A1;0.90 \A1;2.00 \A1;0.21 \A1;3.20 \A1;0.39 \A1;0.15 \A1;0.72 \A1;2.85 \A1;1.90 \A1;2.45 \A1;2.30 \A1;4.55 \A1;1.75 \A1;3.95 \A1;4.55 \A1;0.17 \A1;3.65 \A1;0.15 \A1;29.15 \A1;0.45 \A1;2.00 \A1;0.30 \A1;2.10 \A1;0.10 \A1;0.97 \A1;6.88 \A1;12.80 \A1;0.40 \A1;5.32 \A1;0.40 \A1;4.55 \A1;0.40 \A1;1.43 \A1;0.40 \A1;4.38 \A1;0.40 \A1;2.06 \A1;0.40 \A1;0.40 \A1;1.52 \A1;0.40 \A1;2.07 \A1;0.40 \A1;0.40 \A1;1.40 \A1;0.40 \A1;3.10 \A1;2.85 \A1;4.80 \A1;1.80 \A1;3.50 \A1;5.30 \A1;7.65 \A1;5.30 \A1;0.40 \A1;0.30 \A1;0.40 \A1;0.25 \A1;30.35 \A1;8.08 \A1;0.97 \A1;4.95 \A1;14.00 \A1;0.70 \A1;2.85 \A1;5.90 \A1;17.10 \A1;3.80 \A1;30.35 \A1;1.80 \A1;5.00 \A1;7.20 \A1;13.98 \A1;0.40 \A1;40 \A1;40 \A1;25 \A1;25 \A1;0.40 \A1;0.20 \A1;0.30 \A1;0.25 \A1;0.30 \A1;40 \A1;40 \A1;\U+22050.20 \A1;25 \A1;25 \A1;12 OB 37 F6 F8 F10 F12 F14 F16 F20 1 12 4 40 2.25 - - - 90 - - - 2 12 4 40 2.90 - - - 116 - - - 3 6 29 290 0.90 261 - - - - - - 4 12 4 8 2.25 - - - 18 - - - 5 12 4 8 2.90 - - - 23 - - - 6 6 29 58 0.75 44 - - - - - - 7 12 4 4 25.70 - - - 103 - - - 8 6 103 103 0.90 93 - - - - - - 397 0 0 350 0 0 0 0.222 0.395 0.617 0.888 1.209 1.579 2.467 88.178 0 0 310.8 0 0 0 TOTAL <kg> 399 ARMARE STALPI Total lungimi pe diametrii <m> Masa pe metru <kg> Masa pe diametru <kg> ARMARE STALPI Element Marca Diametru Nr bare asem. Lung. unei bare <m> Armatura Intr-un elemen t In toate elem. PC52 \A1;2.85 \A1;5.90 \A1;13.98 \A1;1.80 \A1;1.64 \A1;3.08 \A1;4.52 \A1;2.95 \A1;1.83 \A1;4.95 \A1;5.72 \A1;0.40 \A1;5.32 \A1;0.40 \A1;4.55 \A1;0.40 \A1;1.43 \A1;0.40 \A1;3.36 \A1;1.84 \A1;0.40 \A1;4.27 \A1;3.73 \A1;0.30 \A1;5.45 \A1;0.25 \A1;6.50 \A1;0.30 \A1;12.80 \A1;0.33 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.09 \A1;0.09 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.94 \A1;0.08 \A1;0.94 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.15 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.10 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.09 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.80 \A1;0.10 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 \A1;0.08 \A1;0.82 Extras de material lemnos Pozitie Element Bucati Sectiune Lungime Lungime Volum P1 pana coama 1 12x15 3.1 0.0558 P2 clesti 10 12x5 1.3 0.078 P3 cosoroaba 2 12x12 4.6 0.1325 P4 pana coama 1 12x15 1.8 0.0324 P5 caprior 1 12x8 1.9 0.0182 P6 caprior 7 12x8 3.35 0.2251 P7 pop 1 12X10 2.3 0.0276 P8 talpa 1 15x15 0.5 0.0113 P9 pop 1 12X10 2.3 0.0276 P10 talpa 1 15x15 0.5 0.0113 P11 pop 1 12X10 1.35 0.0162 P12 talpa 1 15x15 0.5 0.0113 P13 pop 1 12X10 1.35 0.0162 P14 talpa 1 15x15 0.5 0.0113 P15 caprior 1 12x8 8 0.0768 P16 caprior 1 12x8 7.1 0.0682 P17 caprior 1 12x8 7.45 0.0715 P18 caprior 1 12x8 4.85 0.0466 P19 caprior 1 12x8 4.85 0.0466 P20 caprior 1 12x8 4.85 0.0466 P21 caprior 14 12x8 6.1 0.8198 P22 caprior 11 12x8 3.4 0.359 P23 caprior 7 12x8 3.25 0.2184 P24 caprior 7 12x8 2.1 0.1411 P25 cosoroaba 2 12x12 6 0.1728 P26 cosoroaba 2 12x12 5.25 0.1512 P27 cosoroaba 2 12x12 4.95 0.1426 P28 cosoroaba 2 12x12 1.8 0.0518 P29 cosoroaba 2 12x12 5.15 0.1483 Total<mc> 3.2359 Garaj Sopru F E D C B A 2 3 4 5 6 7 8 9 10 10' 11 A B C D E F 11 10' 10 9 8 7 6 5 4 3 2 Bucatarie Beci Camera Camera Camera Camera Hol Hol Hol S=28.34 mp S=24.52 mp S=23.45 mp S=8.17 mp S=20.14 mp S=32.27 mp S=21.20 mp S=8.44 mp S=24.83 mp S=21.15 mp S=2.51 mp 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 \A1;0.90 2.10 2.10 2.10 2.10 2.10 5 5 5 5 5 5 5 2.10 5 5 5 5 5 5 5 2.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=1.80 hp=1.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.90 hp=0.90 5 5 5 5 5 5 5 5 5 5 5 5 5 1.40 1.40 1.40 1.10 1.10 0.80 1 1 0.15 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.40 1.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.10 2.50 2.10 1.40 1.40 1.40 1.40 1.40 1.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.40 1.40 5 Pereti ce se demoleaza A A A B E F ±0.00 -0.50 5 5 5 talpa 15x15x50 pop 10x10 contrafisa d6 contrafisa d6 contrafisa d6 clesti 2(8x15) cosoroaba 12x12 pana 12x12 caprior 12x15 caprior 12x15 umplutura de pamant batut +2.80 +4.90 +4.70 +2.20 +0.80 +0.80 +2.20 +4.70 +4.90 +2.80 hidroizolatie balas compactat 15cm teren natural umplutura compactata 25cm pardosea de beton slab armat 10 cm caprior 12x15 caprior 12x15 pana 12x12 cosoroaba 12x12 clesti 2(8x15) contrafisa d6 contrafisa d6 contrafisa d6 pop 10x10 talpa 15x15x50 5 5 5 -0.50 ±0.00 F E B A A A 5 1.40 1.40 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.40 1.40 1.40 1.40 1.40 1.40 2.10 2.50 2.10 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1.40 1.40 5 5 5 5 5 5 5 5 5 5 5 1.10 5 2.20 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 0.15 1 1 0.80 1.10 1.10 1.40 1.40 1.40 5 5 5 5 5 5 5 5 5 5 5 5 5 hp=0.90 hp=0.90 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 hp=1.80 hp=1.80 hp=0.80 hp=0.80 hp=0.80 hp=0.80 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 2.10 5 5 5 5 5 5 5 2.10 5 3.50 5 0.30 5 5 5 2.10 2.10 2.10 2.10 2.10 \A1;0.90 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 S=2.51 mp S=21.15 mp S=24.83 mp S=8.44 mp S=21.20 mp S=32.27 mp S=20.14 mp S=8.17 mp S=23.45 mp S=24.52 mp S=28.34 mp Hol Hol Hol Camera Camera Camera Camera Beci Bucatarie 2 3 4 5 6 7 8 9 10 10' 11 F E D C B A 11 10' 10 9 8 7 6 5 4 3 2 A B C D E F Sopru Garaj ROST -1.50 5 5 5 5 5 5 5 ROST 5 0.40 5 0.40 5 5 5 5 5 5 1.40 0.40 5 \A1;0.40 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 -1.50 5 5 5 5 5 5 5 A A B B DETALIUL A-A -1.50 ±0.00 -0.50 0.40 0.30 hidroizolatie balas compactat 15cm teren natural umplutura compactata 25cm -0.50 ±0.00 -1.50 DETALIUL B-B pard. de b. slab armata 10 cm 1 1 2 3 4 5 6 7 8 9 10 10' 11 F E D C B A 11 10' 10 9 8 7 6 5 4 3 2 A B C D E F 0.40 0.25 Acoperis terasa 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 pard. de b. slab armata 10 cm umplutura compactata 25cm teren natural balas compactat 15cm hidroizolatie -1.50 ±0.00 -0.50 5 40 40 Sectiunea 1-1 1 4 \U+2205 12 L= 2.25 m 2 4 \U+2205 12 L= 2.90 m Sectiunea 2-2 25 25 20 20 20 20 3 Etr. \U+2205 6/25 L=0.90 m buc. 29 1 4 \U+2205 12 L= 2.25 m 8 8 2.10 2.10 8 8 8 8 8 8 2 4 \U+2205 12 L= 2.90 m 2.75 2.75 1 1 2 2 +2.80 Stapli S1 +2.80 2 2 1 1 2.75 2.75 5 5 \U+2205 12 L= 2.90 m 8 8 8 8 8 8 2.10 2.10 8 8 4 5 \U+2205 12 L= 2.25 m 5 -0.50 ±0.00 -1.50 0.20 5 5 0.25 40 40 5 5 5 \U+2205 12 L=2.90 m 6 Etr. \U+2205 6/15 L=0.75 m buc. 29 4 5 \U+2205 12 L=2.25 m Sectiunea 1-1 Sectiunea 2-2 Stapli S2 buc. 10 buc. 2 CENTURA 7 4 \U+2205 12 L=25.70 m 25 25 12 20 20 20 20 8 Etr. \U+2205 6/25 L=0.90 m buc. 103 MATERIALE T3-32.5R/IIA/0-16 ; A/C=0.65 p= 4, - permeabilitatea Acoperirea minima. a= 2.5 cm Clasa de expunere: a1 Total otel= 399 kg Beton armat: C16/20= 3.55 m3 OB 37 F6 F8 F10 F12 F14 F16 F20 1 12 4 40 2.25 - - - 90 - - - 2 12 4 40 2.90 - - - 116 - - - 3 6 29 290 0.90 261 - - - - - - 4 12 4 8 2.25 - - - 18 - - - 5 12 4 8 2.90 - - - 23 - - - 6 6 29 58 0.75 44 - - - - - - 7 12 4 4 25.70 - - - 103 - - - 8 6 103 103 0.90 93 - - - - - - 397 0 0 350 0 0 0 0.222 0.395 0.617 0.888 1.209 1.579 2.467 88.178 0 0 310.8 0 0 0 TOTAL <kg> 399 ARMARE STALPI Total lungimi pe diametrii <m> Masa pe metru <kg> Masa pe diametru <kg> ARMARE STALPI Element Marca Diametru Nr bare asem. Lung. unei bare <m> Armatura Intr-un elemen t In toate elem. PC52 5 5 5 F E D C B A 2 3 4 5 6 6 5 4 3 2 1 1 5 5 5 5 5 5 5 5 5 5 5 5 -1.50 A B E F ±0.00 -0.50 5 5 5 talpa 15x15x50 pop 10x10 contrafisa d6 contrafisa d6 contrafisa d6 clesti 2(8x15) cosoroaba 12x12 pana 12x12 caprior 12x15 caprior 12x15 pardosea de beton slab armat 10 cm umplutura compactata 25cm teren natural balas compactat 15cm hidroizolatie +2.80 +4.90 +4.70 +2.20 +0.80 5 5 5 5 5 A B F E 5 5 5 5 5 5 talpa 15x15x50 pana de coama 12x15 P1 Pop 12x10 P7 talpa 15x15x50 P9 Pop 12x10 talpa 15x15x50 Pop 12x10 P11 P13 Pop 12x10 talpa 15x15x50 P5 caprior 12x8 caprior 12x8 P6 P4 pana de coama 12x15 cosoroaba 12x12 P3 P8 P10 P12 P14 P1 P2 P3 P4 P5 P6 P8 P10 P12 P14 P15 P16 P17 P18 P19 P20 P21 P22 P23 P24 P25 P26 P27 P28 P29 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 Extras de material lemnos Pozitie Element Bucati Sectiune Lungime Lungime Volum P1 pana coama 1 12x15 3.1 0.0558 P2 clesti 10 12x5 1.3 0.078 P3 cosoroaba 2 12x12 4.6 0.1325 P4 pana coama 1 12x15 1.8 0.0324 P5 caprior 1 12x8 1.9 0.0182 P6 caprior 7 12x8 3.35 0.2251 P7 pop 1 12X10 2.3 0.0276 P8 talpa 1 15x15 0.5 0.0113 P9 pop 1 12X10 2.3 0.0276 P10 talpa 1 15x15 0.5 0.0113 P11 pop 1 12X10 1.35 0.0162 P12 talpa 1 15x15 0.5 0.0113 P13 pop 1 12X10 1.35 0.0162 P14 talpa 1 15x15 0.5 0.0113 P15 caprior 1 12x8 8 0.0768 P16 caprior 1 12x8 7.1 0.0682 P17 caprior 1 12x8 7.45 0.0715 P18 caprior 1 12x8 4.85 0.0466 P19 caprior 1 12x8 4.85 0.0466 P20 caprior 1 12x8 4.85 0.0466 P21 caprior 14 12x8 6.1 0.8198 P22 caprior 11 12x8 3.4 0.359 P23 caprior 7 12x8 3.25 0.2184 P24 caprior 7 12x8 2.1 0.1411 P25 cosoroaba 2 12x12 6 0.1728 P26 cosoroaba 2 12x12 5.25 0.1512 P27 cosoroaba 2 12x12 4.95 0.1426 P28 cosoroaba 2 12x12 1.8 0.0518 P29 cosoroaba 2 12x12 5.15 0.1483 Total<mc> 3.2359

Language	N/A
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Wood
Measurement Units
Footprint Area
Building Features	A/C, Garage
Tags	autocad, blueprints, construction details section, cut construction details, DETAIL, detailed, DWG, house