Foundation For A Shed DWG Detail for AutoCAD

Foundation For A Shed DWG Detail for AutoCAD

FOUNDATION FOR A SHED WHICH EXCEED AN ACTION IS LIGHT 35M ??PLINTHS MOOR WITH ANCHOR AND CHAIN ??AND FULLY TRUSS FOR SCALE, THE STRUCTURAL DETAILS OF EACH PLINTHS ARE PROPERLY IDENTIFIED TO BE USED IN THE LEFT SIDE OF THE PLANE, THE MEASURES AND ALL THE DETAILS WERE LAST IN SAP

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

detail of plinths, plinth, strut, strut, strut, ho. cyclopium, ho. cyclopium, sub base class, Piedraplen, strut, anchorages, license plate, replantillo h.s., compacted fill to proctor modf., elevation, axis, strut, covering, strut, plinth, detail of plinths, sub base class, Piedraplen, strut, replantillo h.s., compacted fill to proctor modf., elevation, kind, pillar, license plate, plate detail, detail, dice detail, ramp, cellar, owner:, date:, structural design, indicated, scale:, August, technical responsibility:, drawing:, lamina no., archive, contains, foundation plant, pharmedic s.a., warehouse offices, details of pillars, concrete wall, of the, strut, plinth, detail of plinths, plinth, detail of wall of h. to., Specifications for astm fluency welding astm aws between welding profiles astm aws with paw anchorage templers. welding stainless steel min. rods from now on rods, sub base class, Piedraplen, strut, replantillo h.s., compacted fill to proctor modf., pillar, sub base class, Piedraplen, strut, replantillo h.s., compacted fill to proctor modf., pillar, elevation, kind, kind

Raw text data extracted from CAD file:

Ø12 C/15cm A Ø12 C/15cm B Ø10 C/15cm B Ø12C/15cm A 5 Detalle de Plintos E: 1/25 Plinto ( A) 5 5 RIOSTRA RIOSTRA Ed8c/15cm RIOSTRA (R2) 4d12 E: 1/25 0.25 +0.50 5 Ed8c/15cm RIOSTRA (R1) Ho. CICLOPIO 4d12 E: 1/25 +0.50 5 5 5 5 5 5 Ho. CICLOPIO 5 5 5 Sub Base Clase 1 PEDRAPLEN Riostra +0.60 +0.50 6 Anclajes Ø20x500mm 10d16 EØ8c/10cm. 500x350x10mm PLACA 5 REPLANTILLO H.S. -0.10 -1.386 Relleno Compactado al 95% Proctor Modf. E: 1/25 -0.80 5 5 5 5 5 5 5 5 5 200 5 5 Elevación EJE 8 Riostra 1300 5 ±0.00 5 5 Recubrimiento +0.55 5 1050 5 RIOSTRA RIOSTRA Plinto ( B) Detalle de Plintos E: 1/25 Sub Base Clase 1 PEDRAPLEN Riostra Riostra +0.50 4d12 EØ8c/15cm. REPLANTILLO H.S. ±0.00 -1.04 Relleno Compactado al 95% Proctor Modf. Elevación B-I E: 1/25 -0.45 5 5 5 589.1693614084943 299.6737928565381 247.4617966568076 5 5 5 TIPO 350.1120515833236 5 5 Pilar 4Ø14 E Ø8 C/10-15-10 -0.10 5 5 200x50x4 200x50x4 5 5 5 6Ø20mmx500. PLACA Detalle de Placa E: 1/25 A´ A DETALLE A-A´ \A1;10 5 550x350/e=10mm 6Ø20mmx500mm. e= 10mm 5 5 5 5 5 5 5 5 Detalle de Dado E: 1/25 10Ø16mm 5 5 E/Ø8mm C/10cm \A1;7.00 \A1;35.30 \A1;6.15 \A1;2.20 \A1;1.20 \A1;2.20 \A1;1.20 \A1;2.20 \A1;1.20 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.80 \A1;0.20 \A1;5.75 \A1;0.20 \A1;1.20 \A1;2.20 \A1;66.15 \A1;6.15 \A1;0.25 \A1;5.20 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.15 \A1;7.08 \A1;7.08 \A1;7.06 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;6.00 \A1;1.30 \A1;1.30 \A1;1.20 \A1;6.00 \A1;0.30 \A1;0.80 \A1;0.80 \A1;R0.06 \A1;550 \A1;350 \A1;500 \A1;70 \A1;37 \A1;205 \A1;205 \A1;70 \A1;37 \A1;276 \A1;37 \A1;0.80 \A1;2200 \A1;1300 \A1;723 \A1;300 \A1;723 \A1;200 \A1;300 \A1;200 \A1;423 \A1;250 \A1;300 \A1;225 \A1;400 \A1;600 \A1;200 \A1;796 \A1;300 \A1;500 \A1;396 \A1;200 \A1;497 \A1;500 \A1;101 \A1;500 \A1;889 \A1;199 \A1;589 \A1;300 \A1;197 \A1;1386 \A1;400 \A1;1300 \A1;247 \A1;300 \A1;589 \A1;1050 \A1;1000 \A1;675 \A1;6.00 \A1;6.00 \A1;1050 \A1;1050 \A1;350 \A1;200 \A1;600 \A1;200 \A1;200 \A1;400 \A1;800 +0.50 l Ø10 C/15cm \A1;150 \A1;300 \A1;200 \A1;589 \A1;300 \A1;247 \A1;500 \A1;547 \A1;589 \A1;45 \A1;142 \A1;1451 \A1;1250 \A1;300 \A1;200 \A1;500 \A1;101 \A1;547 \A1;589 \A1;250 \A1;100 \A1;0.09 \A1;0.09 \A1;0.09 \A1;0.09 \A1;12.70 \A1;12.70 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;0.25 \A1;0.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;90.45 \A1;90.45 \A1;8.70 \A1;8.70 \A1;1.10 \A1;1.10 \A1;0.30 \A1;0.30 \A1;3.00 \A1;3.00 \A1;6.19 \A1;6.19 \A1;1.57 \A1;1.57 \A1;2.95 \A1;2.95 \A1;6.19 \A1;6.19 \A1;0.30 \A1;0.30 \A1;5.89 \A1;5.89 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;0.25 \A1;0.25 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;4.50 \A1;93.45 \A1;93.45 \A1;16.50 \A1;16.50 \A1;1.60 \A1;1.60 0.0869999999999927 0.0869999999999927 0.0869999999999927 0.0869999999999927 12.69999999998875 12.69999999998875 4.499999999999083 4.499999999999083 4.499999999999316 4.499999999999316 4.49999999999933 4.49999999999933 4.499999999999535 4.499999999999535 4.499999999999956 4.499999999999956 4.499999999998632 4.499999999998632 4.500000000000044 4.500000000000044 4.499999999998924 4.499999999998924 5 5 4.499999999999025 4.499999999999025 4.499999999999607 4.499999999999607 4.499999999999389 4.499999999999389 4.499999999999942 4.499999999999942 4.49999999999936 4.49999999999936 4.499999999999273 4.499999999999273 4.499999999999316 4.499999999999316 4.499999999999141 4.499999999999141 90.44999999999045 90.44999999999045 8.699999999999534 8.699999999999534 1.104969395423046 1.104969395423046 0.2999999999999854 0.2999999999999854 3.0 3.0 6.185822942304054 6.185822942304054 1.574379643373388 1.574379643373388 2.949999999997373 2.949999999997373 6.185822942301631 6.185822942301631 0.299999999965039 0.299999999965039 5.885822942304236 5.885822942304236 4.499999999999083 4.499999999999083 4.499999999999316 4.499999999999316 4.49999999999933 4.49999999999933 4.499999999999535 4.499999999999535 4.499999999999694 4.499999999999694 4.499999999999403 4.499999999999403 4.499999999999956 4.499999999999956 4.499999999998632 4.499999999998632 4.500000000000044 4.500000000000044 4.499999999998924 4.499999999998924 5 5 4.499999999999025 4.499999999999025 4.499999999999448 4.499999999999448 4.499999999999345 4.499999999999345 4.499999999999607 4.499999999999607 4.499999999999389 4.499999999999389 4.499999999999942 4.499999999999942 4.49999999999936 4.49999999999936 4.499999999999273 4.499999999999273 4.499999999999316 4.499999999999316 4.499999999999141 4.499999999999141 93.4499999999875 93.4499999999875 16.50000000001036 16.50000000001036 1.599999999998938 1.599999999998938 RAMPA N+0.54 S S 1 2 3 5 4 6 7 8 9 10 11 12 6 7 8 9 10 11 12 1 2 3 5 4 12 S 5 N 5 5 5 5 5 5 5 5 5 T V W X Y Z 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N+000 5 5 5 S 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 R R1 R2 R2 R2 R2 R2 R2 R2 R2 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R1 R2 R1 R1 R1 R1 R1 R1 R1 R1 R2 R2 R2 R2 R2 R2 R2 R2 R2 \W0.70000x; A BODEGA \W0.70000x; \W0.70000x; \W0.70000x; A BODEGA \W0.70000x; \W0.70000x; 11 12 12 12 5 5 5 5 Ø12 C/15cm A' WILLEO1982 PROPIETARIO: FECHA: DISEÑO ESTRUCTURAL Indicadas ESCALA: AGOSTO /2013 RESPONSABILIDAD TECNICA: DIBUJO: DE 1 1 LAMINA No. ARCHIVO : CONTIENE : PLANTA CIMENTACIÓN PHARMEDIC S.A. OFICINAS Y BODEGA Detalles de Plintos,Riostras, Pilares MURO DE HORMIGÓN MURO DE HORMIGÓN 5 5 5 P R O Y E C C I O N DE L I N E A DE LA C I S T E R N A B' Ø10 C/15cm 5 5 RIOSTRA Plinto ( B') Detalle de Plintos E: 1/25 B' Ø10 C/15cm Ø12 C/15cm A' Plinto ( A') 5 5 E B Ø10 C/15cm Ø10 C/15cm D F \A1; Ø12 C/15 5 5 5 5 5 5 Ø10C/15 +0.00 +0.54 -0.10 Detalle de Muro de H. A. E: 1/25 ESPECIFICACIONES PARA ACERO:\Fsimplex|c0; \H0.6752x;ACERO ASTM - A 36 FLUENCIA fy=2400 Kg/cm2 SOLDADURA ASTM - AWS E6011, entre Perfiles SOLDADURA ASTM - AWS E7811, con Varillas, de Patas Anclajes y Templadores. \Ftxt|c0;SOLDADURA ACERO INOXIDABLE E 308L-15 \Fsimplex|c0;CORDON DE SOLDADURA MIN. 5cm c/15cm fy=4200Kg/cm2. Varillas de 10mm en adelante fy=2800Kg/cm2. Varillas de 5.5 y 8mm Ø10 C/15cm D Sub Base Clase 1 PEDRAPLEN Riostra Riostra +0.50 4d12 EØ8c/15cm. REPLANTILLO H.S. ±0.00 -1.04 Relleno Compactado al 95% Proctor Modf. -0.45 Pilar 4Ø14 E Ø8 C/10-15-10 -0.10 Sub Base Clase 1 PEDRAPLEN Riostra Riostra +0.50 4d12 EØ8c/15cm. REPLANTILLO H.S. ±0.00 -1.04 Relleno Compactado al 95% Proctor Modf. -0.45 Pilar 4Ø14 E Ø8 C/10-15-10 -0.10 5 5 5 5 5 5 5 5 5 5 5 Elevación D-E-F E: 1/25 TIPO 5 tipo D tipo E \A1;Variable

Language	Spanish
Drawing Type	Detail
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel
Measurement Units
Footprint Area
Building Features
Tags	action, anchor, autocad, chain, DETAIL, DWG, erdbebensicher strukturen, FOUNDATION, fully, light, plinths, seismic structures, shed, strukturen