Foundations Slab DWG Block for AutoCAD

Foundations Slab DWG Block for AutoCAD

Foundations Slab – engineering specifications

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

adjoining, Foundation slab, old, cut, cut, details of foundation shoes, armed contraestation of ciemntación, b.b. cm, r.b. cm, straight lines, shoe wall adjoining, rm stirrups rm rm cm lost form slab, development of reinforcement of foundation slab beams, sample of slab reinforcement without scale or specifications

Raw text data extracted from CAD file:

34.531 3.24 37.231 2.88 37.231 11.88 0.18 34.151 37.591 2.88 2.88 9 34.951 34.951 13.472 7.898 0.7 1.05 1.05 1.05 1.05 1.05 1.05 1.05 1.247 4.024 1.924 1.373 1.35 2.4 0.7 8.048 13.616 0.15 13.63 13.48 8.446 0.15 8.286 0.2 2.052 0.2 5.823 0.325 0.422 1.2472 0.8472 0.422 0.5 1.0082 0.5 1.05 0.7875 1.575 0.7875 0.7875 1.575 0.7875 0.7 0.15 0.15 1.8622 1.5622 0.15 0.15 0.15 0.9974 0.35 0.7998 0.15 1.425 0.15 1.3252 0.35 1.3248 0.15 1.3802 0.35 0.3948 0.15 0.4245 1 0.5 0.68 1.3633 0.68 0.6 1.2 0.6 0.7 0.7 0.7875 1.575 0.7875 0.7875 1.575 0.7875 1.05 0.556 1.1698 0.5562 1.849 1.8252 1.899 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 2 5 10 5 0.15 colindancia 0.05 colindancia 0.15 colindancia 0.15 colindancia 3 4 6 7 LOSA DE CIMENTACIÓN 8 9 5 5 5 5 5 5 9' 5 5 5 5 5 5 5 5 5 5 A B C D E F 5 5 5 5 0.05 5 5 5 5 5 5 5 5 C1' C1 K-6 K-5 Z-3 Z-3 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C2' C2 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;16 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;16 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;16 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;16 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;16 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;16 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;16 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;16 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;14 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;14 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;14 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;14 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;14 Ø\H0.7745x; \fArial|b0|i0|c0|p34;\H1.412x;No 4 \fBookman Old Style|b0|i0|c0|p18;\H0.9143x;@\fArial|b0|i0|c0|p34;\H1.094x;14 K-5 K-6 5 5 5 K-4 K-4 K-2 K-2 K-4 K-4 K-4 K-4 K-4 K-2 K-3 K-3 K-2 K-2 K-2 K-4 K-4 C-1 C-1 C-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 0.35 0.15 0.05 0.35 0.25 0.05 Z-2 Z-1 Z-2 1 2 8 9 5 9' 10 Z-2 Z-2 Z-1 Z-1 Z-1 0.7 3.15 3.15 1.05 1.247 0.325 1.691 4.024 2.008 0.35 0.05 0.25 0.05 0.35 0.05 0.25 0.05 0.35 0.05 0.25 0.05 0.30 0.025 0.25 0.025 0.30 0.025 0.25 0.025 0.30 0.025 0.25 0.025 0.30 0.025 0.25 0.025 0.05 0.05 0.05 0.05 0.05 0.05 0.05 CORTE C1-C1' Z-2 F E 0.7 D 2.4 Z-2 B 2.723 Z-2 A 2.078 Z-1 0.15 0.35 0.35 0.05 0.25 0.05 0.05 0.35 0.05 0.25 0.05 0.35 0.05 0.25 0.05 0.30 0.025 0.25 0.025 0.05 0.05 0.05 CORTE C2-C2' DETALLES DE ZAPATAS DE CIMENTACIÓN Z-1 0.30 0.025 0.25 0.025 0.05 3/8 3/8 Ø 1/2 Ø ARMADO DE CONTRATRABES DE CIEMNTACIÓN Z-2 0.35 0.05 0.25 0.05 0.05 @ 20 @ 20 7 6 B.B. DE 3/8 @ 15 CM R.B. DE 3/8 @ 20 CM 6 RECTAS DE 3/8 0.15 0.40 0.05 0.05 0.10 0.05 0.75 ZAPATA MURO COLINDANTE Z - 3 CF CF 7 Ø # 4 Ó 1/2" \fDutch801 Rm BT|b0|i0|c0|p18; ESTRIBOS \fBook Antiqua|b0|i0|c0|p16;Ø\fDutch801 Rm BT|b0|i0|c0|p18; \fArial|b0|i0|c0|p32;#\H0.4615x; \fDutch801 Rm BT|b0|i0|c0|p18;\H2.167x;3 Ó 3/8" @ 20 cm CIMBRA PERDIDA PLANTILLA 7 Ø # 4 Ó 1/2" \fDutch801 Rm BT|b0|i0|c0|p18; ESTRIBOS \fBook Antiqua|b0|i0|c0|p16;Ø\fDutch801 Rm BT|b0|i0|c0|p18; \fArial|b0|i0|c0|p32;#\H0.4615x; \fDutch801 Rm BT|b0|i0|c0|p18;\H2.167x;3 Ó 3/8" @ 20 cm CIMBRA PERDIDA PLANTILLA DESARROLLO DE ARMADO DE TRABES DE LOSA DE CIMENTACIÓN @ 20 cm @ 20 cm MUESTRA DEL ARMADO DE LOSA DE CIMENTACIÓN, SIN ESCALA NI ESPECIFICACIÓNES

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, block, DWG, engineering, FOUNDATION, foundations, fundament, slab, specifications