Court Foundations DWG Section for AutoCAD

Section foundation on masonry houses

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

mha, plant structures scale, foundation plant scale, highlight of slabs scale, highlight of beams details scale, structural elevations scale, cuts scale, axis, ntn, cut, connector, concrete, of bolón, ntn, radier, polyethylene, stabilized cm., filling, cut, mm., ntn, radier, polyethylene mm., stabilized cm., filling, embossed, cut, radier, polyethylene mm., stabilized cm., filling, embossed, cut, radier, polyethylene mm., stabilized cm., filling, concrete, embossed, of bolón

Raw text data extracted from CAD file:

150 365 395 305 305 195 90 90 395 305 305 195 110 195 100 80 80 90 365 305 395 305 305 195 195 245 60 222,5 60 297,5 60 297,5 60 180 50 50 60 60 365 195 15 30 30 15 15 30 15 30 15 30 15 30 15 30 45 15 365 305 395 305 305 365 285 45 60 15 40 15 15 100 L102 10 L103 10 L104 10 L105 10 V103 V104 V105 V106 V107 V108 V109 5 d6a15 d6a18 1 2 d8a20 d8a18 1 2 d6a15 d6a15 1 2 d6a15 d6a15 1 2 5 5 5 5 5 5 A C D 1 4 5 6 2 3 B 5 5 5 5 5 A C D 1 4 5 6 2 3 B 5 5 5 C 15/40 E d6a20 C 15/40 E d6a20 C 15/40 E d6a20 5 MHA e=15 DM d6a20 15/40 Fs=2d12 + s1d12 Fi=2d12 E d8a15 15/40 15/40 15/40 15/40 15/40 15/40 Fs=2d12 + s1d12 Fi=2d12 E d8a15 Fs=2d12 Fi=3d12 E d8a15 150 35 80 82,5 80 102,5 82,5 5 42,5 Fs=2d12 Fi=3d12 E d8a15 Fs=2d12 Fi=2d12 E d8a15 Fs=2d10 Fi=2d12 E d8a15 Fs=2d12 Fi=2d16 E d8a15 C 15/40 E d6a20 C 15/40 E d6a20 P101 P101 P101 P101 P101 P101 4d10 2d12 3d12 4d10 4d8 2d12 2d16 4d8 2d12 5d12 5d12 4d8 2d12 5d12 3d16 PLANTA DE ESTRUCTURAS Escala ______________ 1:50 PLANTA DE FUNDACIONES Escala ______________1:50 5 5 5 5 5 5 5 A C D 1 4 5 6 2 3 DESTACADO DE LOSAS Escala ___________1:50 DESTACADO DE VIGAS Y DETALLES Escala ______________________1:20 110 305 365 B 5 15/15 4d8 E d6a15 4 Fs=2d12 + 1d12 Fi=2d12 Ed8a15 5 5 S 1d12 Fi=2d12 L=121.25 L=310 V103 15/40 V104 15/40 4 Fs=2d12 + 1d12 Fi=2d12 Ed8a15 5 5 Fs=2d12 + 1d12 Fi=2d12 L=287.5 L=287.5 V105 – V106 15/40 6 Fs=2d12 Fi=3d12 Ed8a15 5 5 Fs=2d12 Fi=3d12 L=362.5 L=362.5 V106 15/40 6 Fs=2d12 Fi=3d12 Ed8a15 5 5 Fs=2d12 Fi=3d12 L=362.5 L=362.5 V107 15/40 Fs=2d12 Fi=3d12 Ed8a15 5 5 5 5 5 Fs=2d10 Fi=2d12 L=280 L=300 V108 15/40 C D Fs=2d12 Fi=2d16 Ed8a15 5 Fs=2d12 Fi=2d16 L=375 L=375 V109 15/40 C C Fs=2d12 Fi=2d12 Ed8a15 5 Fs=2d12 Fi=2d12 L=205 L=205 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 7 6 6 6 6 7 6 6 6 6 7 7 7 6 6 6 6 41 41 41 41 43 29 29 54 51 51 51 51 51 315 205 205 375 375 375 375 375 295 295 205 205 405 315 315 46 38 76 91 38 49 76 99 38 38 76 76 43 43 L=364 L=240 L=240 L=343 L=343 L=253 L=253 L=110 L=193 L=432 L=432 L=432 L=432 L=432 L=365 L=365 L=466 L=113 L=201 L=102 L=178 L103 10 d8a20 d8a18 1 2 5 10 5 10 10 35 35 5 5 Ed8a15 L= 100 2d12 2d12 5 10 5 10 10 35 35 5 5 Ed8a15 L= 100 2d12 2d12 5 10 5 10 10 35 35 5 5 Ed8a15 L= 100 3d12 2d12 5 10 5 10 10 35 35 5 5 Ed8a15 L= 100 3d12 2d12 5 10 5 10 10 35 35 5 5 Ed8a15 L= 100 3d12 2d12 5 10 5 10 10 35 35 5 5 Ed8a15 L= 100 2d16 2d12 5 10 5 10 10 35 35 5 5 Ed8a15 L= 100 2d12 2d12 Fs=2d12 + 1d12 L=310 S 1d12 L=117 ELEVACIONES ESTRUCTURALES Escala ___________________1:50 CORTES Escala ____1:20 EJE 1 EJE 6 EJE D EJE A NTN DM d6a20 5 5 D C A 5 5 +2.50 +2.10 +0.00 -0.40 -1.00 DM d6a20 5d12 4d8 DM d6a20 4d8 E d6a15 L=345 L=345 L=345 4 5 6 +2.50 +2.10 +0.00 -0.40 -1.00 +2.50 +2.10 +0.00 -0.40 -1.00 +2.50 +2.10 +0.00 -0.40 -1.00 5d12 L=345 DM d6a20 5d12 L=345 5d12 L=345 DM d6a20 2d12 L=345 DM d6a20 4d10 L=345 DM d6a20 1 2d12 L=345 5 5 5 D C 4d10 L=345 3d12 L=345 DM d6a20 2d12 L=345 4d10 L=345 DM d6a20 5 1 3 5 4d8 L=345 E d6a15 4d8 L=345 E d6a15 d6a36 d6a36 d6a36 d6a36 d8a40 d6a30 d6a30 d6a30 d8a36 d6a30 d6a30 d6a30 d6a30 d6a44 d6a28 d6a44 d6a44 d6a30 d6a30 d6a44 d6a28 2d10 L=127.5 2d10 L=170 2d10L=105 CORTE A-A 4 d 12 Conector Hormigon H-15 10% de Bolón E d6a20 NTN Radier Polietileno Estabilizado 20 cm. Relleno d 10 a 100 CORTE B-B e= 0.5 mm. 5 5 5 5 NTN CF 20/40 Radier Polietileno e=0.5 mm. Estabilizado 20 cm. Relleno Emplantillado 4d12 E d6a20 CORTE C-C 5 5 40 CF 20/40 Radier Polietileno e=0.5 mm. Estabilizado 20 cm. Relleno Emplantillado 4d12 E d6a20 CORTE D-D 40 5 5 E d6a20 E d6a20 E d6a20 L=100 10 10 35 35 5 5 L=100 10 10 35 35 5 5 L=100 10 10 35 35 5 5 A A A A B B B B B B B B C C C C C C C C D D D D B B B B B B C C 51 6 L=432 d8a40 375 5 d6a30 7 7 7 7 L=224 91 105 d6a30 7 7 7 7 L=224 91 105 Radier Polietileno e=0.5 mm. Estabilizado 20 cm. Relleno Hormigón H-15 2 d 10 Emplantillado 10% de Bolón 40 60 5 A A A A