School Details DWG Detail for AutoCAD

School Details DWG Detail for AutoCAD

School Structure Details – Foundations

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

north, esc, detail type, anchor foundation, panel, cement mortar: ar, anchor, union of walls in square, detail type, its T. in, panel, cement mortar: ar, mesh in, each side, detail type, union of walls in, panel, each side, mesh in, its T. in, cement mortar: ar, union of walls on slab, detail type, mesh in, each side, panel, cement mortar: ar, shelves, panel, strain, remove foam, shelves, detail type, union of walls on slab, panel, mesh in, each side, panel, cement mortar: ar, strain, remove foam, plush, cm., costor, coating cm., compression layer. of, expanded poliestrirene soul, longitudinal section., fy structure, reinforcing steel by bending., and”, structural plan, and”, specifications dimensions in centimeters levels in meters will be used model panel for the manufacture of the slabs of between floor slab of roof use wire gauge for mooring for the flattening of the wall use a mortar ce: ar with an equal ratio the flattening of the wall will be done until achieve a thickness equal to cm. the concrete for the base will be of a f’c the mortar for the flattened walls will be of a the reinforcing steel will be astm gr. with a minimum length developed for the anchoring of the foundations panel equal cm. the walls should be rigidized before starting the coating process. The dimensions of each model panel will be: height width thickness cm, foundation die, detail of a pile, plant, detail of a column, plant, detail of a column, rod of each cm anchors, thick cm panel., chain of rebar with rod, panel coating with simple concrete flattened reinforcement, slab detail, wall detail, foundation plane, detail of a pile, facade, detail of a counter, detail of a trabe, detail of a counter, detail of a trabe

Raw text data extracted from CAD file:

NORTE ESC. 1:125 7,5 10,5 30 7,5 10,5 30 10,5 7,5 30 30 7,5 10,5 10,5 7,5 30 10,5 7,5 30 30 25 15 7,5 10,5 DETALLE TIPO CIMENTACION Y ANCLAJE (TIPO) -1100.019736125841 A A -1100.019736125841 -1100.019736125841 PANEL W PS-3000 -1100.019736125841 -1100.019736125841 VAR.#3@60 MORTERO CE:AR F'c=100 Kg/cm 2 ANCLA UNION DE MUROS EN ESCUADRA (TIPO) DETALLE TIPO F'c=100 Kg/cm B VAR.#3@60 EST. EN U PS-3000 PANEL W B MORTERO CE:AR 2 -1172.453039392035 -1172.453039392035 -1172.453039392035 MALLA L EN CADA CARA DETALLE TIPO UNION DE MUROS EN T (TIPO) PANEL W PS-3000 C VAR.#3@60 CADA CARA MALLA L EN EST. EN U C -1152.425360174249 -1152.425360174249 F'c=100 Kg/cm MORTERO CE:AR 2 -1152.425360174249 UNION DE MUROS SOBRE LOSA DETALLE TIPO MALLA L EN CADA CARA PS-3000 PANEL W D VAR.#3@60 -1249.18287256402 -1249.18287256402 MORTERO CE:AR F'c=100 Kg/cm 2 D Y ENTREPAÑOS -1249.18287256402 -1249.18287256402 PANEL W PS-3000 Y COLAR RETIRAR ESPUMA -1249.18287256402 -1249.18287256402 EN C/CARA (ENTREPAÑO) Y ENTREPAÑOS (INTERSECCION) DETALLE TIPO UNION DE MUROS SOBRE LOSA -1250.647691523998 -1250.647691523998 -1250.647691523998 -1250.647691523998 -1250.647691523998 PS-3000 PANEL W MALLA L EN CADA CARA -1250.647691523998 PS-3000 (ENTREPAÑO) PANEL W F'c=100 Kg/cm MORTERO CE:AR 2 EN C/CARA Y COLAR RETIRAR ESPUMA VAR.#3@60 E E FELPA 11.07 11.07 4.62 13.89 5.15 11.64 2.86 4.97 11.65 8.02 11.68 8.04 4.98 1.77 1.70 1.70 2.34 6.18 5.19 7.36 3.63 3.63 7.36 3.98 30.92 5.15 2.16 8.78 0.36 2.68 0.94 2.16 0.98 1.96 1.30 1.06 5.50 7.40 3.63 3.63 7.40 1.90 10.30 39.75 1.83 2.42 2.38 4.01 4.01 4.97 1.83 2.86 0.48 5.16 4.97 7.36 3.63 3.63 7.36 3.98 34.94 4.01 5.50 7.40 3.63 3.63 7.40 1.90 10.30 39.75 2.16 0.98 1.83 2.42 2.38 4.01 4.01 4.97 1.83 2.86 0.48 5.16 4.97 7.36 3.63 3.63 7.36 3.98 34.94 4.01 5.50 7.40 3.63 3.63 7.40 1.90 10.30 39.75 2.16 0.98 1.50 2.31 1.06 1.06 1.27 0.44 2.02 7.96 2.16 7.85 1.50 2.31 1.06 1.06 1.27 0.44 2.02 7.96 2.16 7.85 8.05 0.36 10.97 7.99 2.30 3.98 4.62 50.00 25.00 8.05 0.36 10.97 7.99 2.30 3.98 11.07 11.07 4.62 13.89 5.15 11.64 2.86 4.97 11.65 8.02 11.68 8.04 4.98 1.77 1.70 1.70 2.34 6.18 5.19 7.36 3.63 3.63 7.36 3.98 30.92 5.15 2.16 8.78 0.36 2.68 0.94 2.16 0.98 1.96 1.30 1.06 5.50 7.40 3.63 3.63 7.40 1.90 10.30 39.75 9.28 19.55 2.88 4.97 0.98 0.98 2.29 5.40 1.00 0.25 0.25 0.25 0.25 2.29 5.40 9.28 19.55 2.88 4.97 \A1;Recubrimiento 2.0 cm. \A1;Expensor 2" \A1;3.0 cm 3.0 cm Expensor 2" Recubrimiento 2.0 cm. Capa de compresión. \fArial Narrow|b0|i0|c0|p34;Concreto de f´c de 150 kg/cm2 Alma de poliestrireno expandido Sección Longitudinal. Estructura W fy 5,000 kg/cm2 Acero de refuerzo por flexión. D 1.00 0.40 0.40 0.25 0.50 0.25 0.50 0.40 0.40 A B G H I N O A B G H I N O 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 C D E F J K L M 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 3 5 8 11 14 17 20 2 4 6 7 9 10 12 13 15 16 18 19 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D' E' E'' F' I' J' P 5 5 5 5 5 5 5 5 1 2 5 5 5 5 5 5 5 5 5 5 5 5 2' 3 6 7 8' 10 12' 12'' 14 15' 16 17' 18 20 17 5 5 5 5 5 5 5 5 5 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-3 CT-3 CT-3 CT-3 CT-3 CT-3 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-2 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 CT-4 PLANO ESTRUCTURAL A B G H I N O A B G H I N O 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 C D E F J K L M 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1 3 5 8 11 14 17 20 2 4 6 7 9 10 12 13 15 16 18 19 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 D' E' E'' F' I' J' P 5 5 5 5 5 5 5 5 1 2 5 5 5 5 5 5 5 5 5 5 5 5 2' 3 6 7 8' 10 12' 12'' 14 15' 16 17' 18 20 17 5 5 5 5 5 5 5 5 5 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 P-1 C-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-1 T-3 T-3 T-3 T-3 T-3 T-3 T-2 T-2 T-2 T-2 T-2 T-2 T-2 T-2 T-2 T-2 T-2 T-2 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 T-4 5 L-1 L-1 L-1 L-1 L-1 L-1 \W7.89144; ESPECIFICACIONES 1.- ACOTACIONES EN CENTIMETROS Y NIVELES EN METROS 2.- SE EMPLEARA PANEL W MODELO PS-3000 PARA LA FABRICACION DE LOS MUROS, LOSAS DE ENTRE PISO Y LOSA DE AZOTEA 3.- UTILIZAR ALAMBRE CALIBRE 18 PARA AMARRES 4.- PARA EL APLANADO DEL MURO UTILIZAR UN MORTERO CE:AR CON UNA RELACION IGUAL A 1:4. 5.- EL APLANADO DEL MURO SE HARA HASTA LOGRAR UN ESPESOR IGUAL A 13 cm. 6.- EL CONCRETO PARA LA BASE SERA DE UN F'c =200 Kg/cm Y EL MORTERO PARA LOS APLANADOS DE MURO SERA DE UN f'c=100 Kg/cm 7.- EL ACERO DE REFUERZO SERA ASTM A-432 GR. 60 CON UN Fy=4200 Kg/cm 8.- LONGITUD MINIMA DESARROLLADA PARA EL ANCLAJE DE PANEL W Y CIMENTACION IGUAL A 30 cm. 9.- LOS MUROS DEBERAN PLOMEARSE Y RIGIDIZARSE ANTES DE INICIAR EL PROCESO DE RECUBRIMIENTO. 10.- LAS DIMENSIONES DE CADA PANEL W MODELO PS-3000 SERAN: ALTURA = 2.44 m ANCHO = 1.22 ESPESOR = 7.5 cm (SIN MORTERO) DADO DE CIMENTACION 50.00 25.00 EST.#3@25 8 VAR.#5 1.00 14 VAR.#12 EST.#6@25 DETALLE DE UNA PILA PLANTA 0.25 0.25 0.25 0.25 DETALLE DE UNA COLUMNA PLANTA 8 VAR.# 5 EST.#3@25 DETALLE DE UNA COLUMNA 8 VAR.# 5 EST.#3@25 VARILLA DE 3/8 A CADA 25 cm ANCLAJES PANEL W 13 cm DE ESPESOR. \fCentury Gothic|b0|i0|c0|p34;ARMADO DE CADENA DE DESPLANTE CON VARILLA DE 3/8 \fCentury Gothic|b0|i0|c0|p34; RECUBRIMIENTO DE PANEL CON REFUERZO APLANADO DE CONCRETO SIMPLE 100kg/cm2. DETALLE DE LOSA DETALLE DE MURO PLANO DE CIMENTACIÓN 14 VAR.#12 DETALLE DE UNA PILA FACHADA D 1.00 0.40 0.40 0.25 0.50 DETALLE DE UNA CONTRA TRABE 4 8 VAR.# 5 EST.#3@25 0.25 0.50 DETALLE DE UNA TRABE 4 8 VAR.# 5 EST.#3@25 DETALLE DE UNA CONTRA TRABE 3 6 VAR.# 5 EST.#3@20 0.40 0.40 DETALLE DE UNA TRABE 3 6 VAR.# 5 EST.#3@20

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	autocad, base, DETAIL, details, DWG, FOUNDATION, foundations, fundament, school, structure