Foundation Building DWG Detail for AutoCAD

Foundation Building DWG Detail for AutoCAD

Foundation for Govern Building – Several details

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

room, minimum., minimum, minimum, cimentacion plant., shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, shoe, cast in boards of, alternately, armed with electrowelded mesh, according to chess board., firm concrete, with a cant of cm., concrete walls that are born in this level continue., shoe, shoe, league lock, shoe, shoe, lock, refzo horizontal., column elevation, n.s.f. blueprints, ground, natural, dice, refzo vertical., board of, polystyrene, proctor, compacted to, healthy stuffing, template, natural, ground, minimum., template., compacted healthy filling, to the proctor., polystyrene., blueprints, board of, partition., wall of, proy of refzo., of castles., blueprints, compacted healthy filling, to the proctor., template., natural, ground, minimum, Shoe section, template, reinforcement, dice., of column, column., natural, ground, minimum, blueprints, compacted healthy filling, to the proctor., Shoe section, in shoe, castle, castle, concrete wall, column, filling, ruin of walls, firm, partition wall, see plans, Architectural, projection of refzo., of castle, firm casting gasket., of casting., material seal, similar bituminous, stage, of casting., welded Mesh, stage, ramp, Shoe section, in shoe, league lock, additional, league lock, septum pedaling, forged steps, n.s.f., partition wall .., septum pedaling, forged steps, n.s.l., partition wall .., n.s.l., stair sections, stairs, league lock, shoe, indicates partition wall.

Raw text data extracted from CAD file:

ROOM 000 \A1;600 \A1;150 \A1;260 \A1;300 \A1;430 \A1;270 \A1;240 \A1;300 \A1;450 \A1;230 \A1;440 \A1;335 \A1;410 \A1;450 \A1;500 \A1;50 \A1;300 \A1;280 \A1;120 \A1;200 \A1;180 \A1;170 \A1;150 \A1;300 \A1;300 \A1;60.15 \A1;800 \A1;20 \A1;50 \A1;100 minimo. \A1;2200 \A1;L/6 \A1;20 \A1;15 \A1;20 \A1;50 \A1;100 minimo \A1;15 \A1;20 \A1;100 \A1;20 \A1;100 minimo \A1;30 \A1;15 \A1;15 \A1;30 \A1;15 \A1;15 \A1;50 \A1;50 \A1;45 \A1;60 \A1;15 \A1;70 \A1;30 \A1;70 \A1;170 \A1;195 \A1;170 \A1;195 \A1;195 \A1;195 \A1;50 600 150 260 300 430 270 240 300 450 230 440 335 410 450 500 50 300 280 120 200 180 170 150 300 300 60.15 800 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 A B C D E F G H H' J I K PLANTA DE CIMENTACION. PLANTA DE CIMENTACION. 2200 K-2 K-2 K-2 K-2 ZAPATA Z-1 ZAPATA Z-1 Z-1 ZAPATA Z-1 Z-1 K-2 K-2 ZAPATA Z-1 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 MC-1. MC-1. K-2 K-2 K-2 K-2 K-2 K-2 K-1 ZAPATA Z-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 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 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 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 C-2. 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 C-2. C-2. C-2. C-1. K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 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 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-2 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-2 ZAPATA Z-2 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-2 ZAPATA Z-2 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-5. ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-2 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 Z-2 Z-2 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 ZAPATA Z-1 ZAPATA Z-1 Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 Z-2 ZAPATA Z-1 2 6x6-6/6, COLADO EN TABLEROS DE 3.00x2.50 MAXIMO, ALTERNADAMENTE ARMADO CON MALLA ELECTROSOLDADA SEGUN TABLERO DE AJEDREZ. FIRME DE CONCRETO f'c=150 kg/cm. CON UN PERALTE DE H = 10 cm. MUROS DE CONCRETO QUE NACE EN ESTE NIVEL Y CONTINUAN. K-1 K-1 MC-1. MC-1. MC-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 Z-2 ZAPATA Z-1 Z-2 ZAPATA Z-2 ZAPATA Z-2 ZAPATA Z-2 ZAPATA Z-4 TRABE DE LIGA TL-1.. ZAPATA Z-4 ZAPATA Z-4 MC-1. ZAPATA Z-4 TRABE REFZO. HORIZONTAL. 10 L/6 ELEVACION DE COLUMNA -TIPO- ARQUITECTONICOS). N.S.F. +(VER PLANOS TERRENO NATURAL 2.5 DADO REFZO. VERTICAL. 20 JUNTA DE POLIESTIRENO 10 10 L @20 L/6 90% PROCTOR COMPACTADO AL RELLENO SANO 2.5 80 PLANTILLA Est.#3 @20 NATURAL TERRENO o o o 20 50 100 minimo. #3@20. #3@25 PLANTILLA. RELLENO SANO COMPACTADO AL 90% PROCTOR. POLIESTIRENO. ARQUITECTONICOS). N.S.L.+(VER PLANOS JUNTA DE TABIQUE. MURO DE PROY. DE REFZO. DE CASTILLOS. 20 15 ARQUITECTONICOS). N.S.L.+(VER PLANOS RELLENO SANO COMPACTADO AL 90% PROCTOR. 4#4 Est.#3@20 2#3 #3@20. #3@25. PLANTILLA. NATURAL TERRENO 20 50 100 minimo o o o #3@25. \A1;#3@20. \A1;FIRME. SECCION DE ZAPATA Z-2 15 20 100 #4@20. #4@20. PLANTILLA REFUERZO DADO. DE COLUMNA COLUMNA. NATURAL TERRENO 20 100 minimo 30 ARQUITECTONICOS). N.S.L.+(VER PLANOS \A1;FIRME. RELLENO SANO COMPACTADO AL 90% PROCTOR. SECCION DE ZAPATA Z-3 Y Z-4 100 EN ZAPATA Z-3 150x150 EN ZAPATA Z-4 CASTILLO K-1. 15 15 Est.#2@20 4 # 3 CASTILLO K-2. 30 15 Est.#2@20 6 # 3 MURO DE CONCRETO MC-1. 15 COLUMNA C-1. COLUMNA C-2. 50 50 8 # 6 Est.#3@20. 45 60 8 # 6 Est.#3@20. DE RELLENO DESPLANTE DE MUROS 15 X X X X X FIRME 30 MURO DE TABIQUE N.S.L.+ Ver planos arquitectonicos. Est.#2@20 4 # 3 PROYECC. DE REFZO. DE CASTILLO 15 JUNTA DE COLADO EN FIRME. DE COLADO. 10 7.0 3.0 JUNTA DE MATERIAL BITUMINOSO O SIMILAR * * * * * 1a ETAPA DE COLADO. MALLA ELECTROSOLDADA DE 6X6-10/10 * * * 1.5 2.0 3.0 1.5 2.0 2a ETAPA RAMPA R-1 RAMPA R-2 SECCION DE ZAPATA Z-1 Y Z-5 100 EN ZAPATA Z-1 80 EN ZAPATA Z-5 15 EN Z-5. 4#4 Est.#3@20 2#3 70 8#4 Est.#3@20 TRABE DE LIGA TL-1.. TRABE DE LIGA TL-1.. TRABE DE LIGA TL-1.. TRABE DE LIGA TL-1.. 30 70 4#3 ADICIONALES 170 195 170 195 195 195 2#6 2#6 2#5 2#5 2#5 2#5 2#5 2#5 TRABE DE LIGA TL-1. 2#5 2#5 @ 25 EST.#3 #3@25 #3@25 #3@20 PEDACERIA DE TABIQUE -TIPO- ESCALONES FORJADOS DE N.S.F. #3@20 60 12 #3@20 60 MURO DE TABIQUE.. 60 12 #3@20 PEDACERIA DE TABIQUE -TIPO- ESCALONES FORJADOS DE #3@25 #3@20 60 #3@20 #3@25 N.S.L. MURO DE TABIQUE.. 4 # 3 Est.#2@20. 4 # 3 Est.#2@20. 4 # 3 Est.#2@20. 4 # 3 Est.#2@20. 4 # 3 Est.#2@20. N.S.L. N.S.L. 50 #3@20. 40 10 2 # 3. Est.#2@20. 4 # 3 SECCIONES DE ESCALERA E-1. 13@15 13@15 13@15 13@15 13@15 13@15 @ 25 @ 25 #3@20 #3@20 ESCALERA E-1. Z-1 TRABE DE LIGA TL-1.. Z-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-2 Z-2 Z-2 Z-1 Z-1 Z-1 ZAPATA Z-4 INDICA MURO DE RELLENO DE TABIQUE. Z-1

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