Mezzanine Floor DWG Block for AutoCAD

System mezzanine detached house with two levels

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

lamina wave std. lime., slab detail, of mts., slab, floor level mezzanine, scale, b ”, beam, concrete f’c, slab, metal drawer, maximum, zinc sheet, concrete f’c, slab, metal drawer, maximum, zinc sheet, detail of slab mezzanine level, beam, wave blade, metal drawer, std. lime., concrete f’c, rods, rods, rods, rods, rods, rods, soles, scale, description, concrete, steel, fc, firm zapata race., isolated shoe columns

Raw text data extracted from CAD file:

V 8 \A1;2.20 \A1;3.00 \A1;3.50 \A1;1.50 \A1;1.50 \A1;3.00 \A1;1.00 \A1;0.80 \A1;3.50 \A1;9.50 \A1;10.50 \A1;4.00 \A1;4.00 \A1;8.00 \A1;2.80 \A1;1.20 \A1;8.00 \A1;1.15 \A1;2.85 \A1;0.60 \A1;0.60 \A1;0.06 \A1;0.03 -9.296318084887858 -9.296318084887858 -9.296318084887858 LAMINA ONDA STD. CAL. 26 DETALLE DE LOSA [] de 7″x 4″ x 1/16″ @ 0.60 mts. LOSA #3 @ 0.30 A/D -9.296318084887858 \A1;0.60m \A1;0.60m \A1;0.03 \A1;0.065 \A1;0.10 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.10 \A1;0.35 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.15 \A1;0.10 \A1;0.20 \A1;0.15 PLANTA DE ENTREPISO 1ER. NIVEL ESCALA : 1:75 5 5 5 5 A B C D 5 5 5 5 5 5 A B B’ C D E 5 5 5 1 2 3 5 5 5 1 1′ 2 4 5 5 2′ 5 B” VIGA V-1 VIGA V-1 VIGA V-2 VIGA V-2 VIGA V-4 VIGA V-3 VIGA V-6 VIGA V-6 VIGA V-5 VIGA V-5 VIGA V-8 VIGA V-9 VIGA V-12 VIGA V-8 VIGA V-10 VIGA V-10 VIGA V-11 #2 @ 0.20m A/S CONCRETO F’c 3000PSI LOSA e = 0.065m Cajón metálico 4″ X 4″ X 1/16″ @0.60m Máximo LAMINA DE ZINC C-26 #2 @ 0.20m A/S CONCRETO F’c 3000PSI LOSA e = 0.065m Cajón metálico 4″ X 4″ X 1/16″ @0.60m Máximo LAMINA DE ZINC C-26 DETALLE DE LOSA ENTREPISO 1ER. NIVEL VIGA V-10 VIGA V-12 VIGA V-8 VIGA V-7 0.60m 5 0.065 LAMINA ONDA \W8.41881; Cajón metálico de 4″x 4″ x 1/16″ \W8.27964; @ 0.60m (MÁXIMO) 0.60m #2 @0.20m A/S STD. CAL. 26 CONCRETO F’c 3000PSI 5 \A1; CA – 2 CA – 2 CA – 2 CA – 2 CA – 1 CA – 1 CA – 1 CA – 2 CA – 2 CA – 2 CA – 2 CA – 2 CA – 2 CA – 2 CA – 3 CA – 3 CA – 3 CA – 3 CA – 3 CA – 3 CA – 3 CA – 3 CA – 3 CA – 3 CA – 1 CA – 1 5 CA-1 5 5 5 CA-3 C-1 4 Varillas d5/8″ 5 5 E d 3/8″ @ 0.15 2 Varillas d3/8″ E d 3/8″ @ 0.20 5 5 CA-2 2 Varillas d3/8″ E d 3/8″ @ 0.20 4 Varillas d3/8″ E d 3/8″ @ 0.20 5 CA-4 5 6 Varillas d3/8″ E d 3/8″ @ 0.20 4 Varillas d3/8″ E d 3/8″ @ 0.15 5 5 SOLERAS ESCALA : 1:10 DESCRIPCIÓN CONCRETO ACERO F’c = 210 kg/cm² F’c = 280 kg/cm² F’c = 2800 kg/cm² F’c = 4200 kg/cm² Vigas, losas, soleras, castillos, firmes y zapata Corrida. Columnas y zapatas aisladas