Shop Foundation Structure Housing DWG Block for AutoCAD

Shop Foundation Structure Housing DWG Block for AutoCAD

FOUNDATION FOR RAISED IN FLOORS frame structure LITTLE BEARING CAPACITY FOR FOREST AREA IN PERU

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

in plan, see, see, see, cimentacion plant, n.p.t., foundation level, typical column detail, of confinement, distribution of stirrups, additional, growth, foundation, of splicing, see box, rest see, rest see, additional, additional, rest see, esc:, foundation, 1st floor view, of stirrups in isolated column, distribution of shoe, see in plant, variable, n.p.t., growth, variable, foundation, esc:, only for refurbished soils, vig. of cim., in extreme, rest, only in, vig. of cim., in extreme, rest, inside, n.p.t., from tecnoport, landfill, foundation, vig. of cim., in extreme, rest, vig. of cim., in extreme, rest, sole, camber, long, width, both senses, affirmed, reinforcement, lower, concrete, Red land, kind, both senses, both senses, both senses, both senses, both senses, column table, note: all columns will have a concentration of stirrups, according details end in cm hook, level, character, rest, typical, rest, typical, foundation, rest, typical, rest, typical, rest, typical, overlapped splices for lightened slabs, note: do not splicing more than the total area in the same section. in case of not splicing in the areas indicated with the tajes do not increase the length of joint in a for lightened beams the lower steel will be spliced ​​on the being the same length of joint for iron of, upper reinforcement, lower reinforcement, values ​​of, Specif., schematic of bending of stirrups in beams columns, cm., cm., cm., steel overlays in beams, longitudinal cuts, see transv. in, cut, stairs, esc, masonry, walls partitions, mixture c: a, king kong brick, techniques, foundation type, beech columns, shoes, connected foundation, shallow depth, design parameters, carrying capacity, of n.n.t., columns beams, structure, corrugated iron, foundation, overcoming, ƒ’c, ƒ’c e.g. tam. max., ƒ’c of p.m. tam. max., notes: do not cement over land sanitary landfill that these inadequate materials should be removed in your before building the building be replaced by suitable material excavation areas that are left with a lower level than indicated will be rellanod with concrete cycle up to reach suitable terrain, about excavation, in fillings, rates, fc, stone, superior in continuous supports., lower in the central third., note: non-overlapping areas, not splicing more than the number of bars, superior in overhangs., in the same section of beam, date:, scale:, drawing:, professional:, flat:, draft:, sheet:, June, multifamily housing stores, owner:, district:, calleria, province:, colonel portillo, Department:, ucayali, structure, first floor, npt, nfp, n. filling, nfp, n. filling, npt, ladder foundation, concrete, sectional, see transv. in, det., structural detail, tank tank, esc:, reinforced concrete cover, foundation, corridos, just wear, armed uprising

Raw text data extracted from CAD file:

\A1;0.48 \A1;0.12 \A1;.15 \A1;0.30 \A1;0.30 \A1;0.25 \A1;0.25 \A1;0.15 \A1;0.30 \A1;SUB-CIMIENTO \A1;CIMIENTO 0.80 \A1;2 @ 0.05 \A1;13 @ 0.10 \A1;VER EN PLANTA \A1;1.10 \A1;0.12 \A1;0.98 \A1;VARIABLE \A1;0.10 \A1;0.50 \A1;0.30 \A1;0.05 \A1;SOBRE-C. 0.30 \A1;SUB-CIMIENTO \A1;CIMIENTO 0.80 \A1;0.30 \A1;0.30 \A1;a \A1;especif. \A1;especif. \A1;r \A1;45º \A1;b \A1;1/3L \A1;1/4L \A1;b \A1;b \A1;1/3L \A1;1/4L \A1;1/4L \A1;1/3L \A1;1/4L \A1;2.75 \A1;.25 \A1;.20 \A1;1.40 \A1;.25 (tip) \A1;.05 \A1;.15 \A1;.20 \A1;.25 .30 .10 1.30 .30 1.40 \A1;.25 \A1;.20 \A1;.15 \A1;1.45 \A1;.25 (TIP.) \A1;.20 \A1;4.50 \A1;1.20 \A1;.25 (tip) \A1;.175 \A1;2.00 \A1;10.00 \A1;5.15 \A1;4.85 \A1;4.12 \A1;3.50 \A1;3.50 \A1;3.50 \A1;3.40 \A1;2.50 \A1;2.50 \A1;3.40 \A1;3.50 \A1;3.50 \A1;3.50 \A1;4.12 \A1;10.00 \A1;5.15 \A1;4.85 \A1;.30 \A1;3.67 \A1;.30 \A1;3.20 \A1;.30 \A1;3.20 \A1;.30 \A1;3.20 \A1;.30 \A1;3.10 \A1;.30 \A1;2.10 \A1;.25 \A1;.25 \A1;4.77 \A1;.25 \A1;4.48 \A1;.25 \A1;.25 \A1;2.10 \A1;.30 \A1;3.10 \A1;.30 \A1;3.20 \A1;.30 \A1;3.20 \A1;.30 \A1;3.20 \A1;.30 \A1;3.67 \A1;.30 \A1;.30 \A1;4.70 \A1;.30 \A1;3.05 \A1;.15 \A1;1.20 \A1;.30 \A1;3 @ 0.10 \A1;6@ 0.10 \A1;2 @ 0.05 \A1;0.50 \A1;0.10 \A1;0.12 \A1;0.30 \A1;.15 \A1;0.30 \A1;0.50 \A1;0.30 \A1;0.50 \A1;0.48 \A1;0.12 .15 .50 1.05 .30 .05 \A1;0.25 \A1;0.73 \A1;0.12 \A1;0.25 \A1;0.30 \A1;0.50 \A1;0.30 \A1;2 @ 0.15 \A1;RESTO @ 0.20-0.25 ( VER CUADRO) \A1;2 @ 0.15 \A1;RESTO @ 0.20-0.25 ( VER CUADRO) \A1;2 @ 0.15 \A1;2 @ 0.05 \A1; 2@ 0.05 \A1;1 @ 0.15 \A1;3 @ 0.10 \A1;3 @ 0.10 \A1;2@ 0.05 \A1;0.30 \A1;RESTO @ O.20-0.25 ( VER CUADRO) \A1;2 @ 0.15 \A1;0.05 \A1;0.15 \A1;0.60 \A1;0.0033 .30 .30 .30 .30 .10 .20 .10 .10 .50 \A1;.40 \A1;.80 \A1;20.52 \A1;20.52 .30 .07 .10 5 5 5 A 5 5 5 5 5 5 5 7 5 5 5 5 5 5 5 5 5 5 6 5 4 3 2 1 B C PLANTA DE CIMENTACION C-2 C-2 C-2 C-1 C-1 C-1 C-1 C-1 C-1 CC-1 CC-1 CC-1 CC-1 CC-1 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 Z-1 Z-1 Z-1 Z-1 Z-1 Z-1 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 C-3 C-3 C-3 C-3 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 Z-3 Z-3 Z-4 Z-3 C-3 Z-3 VC-1 VC-1 CC-3 CC-3 CC-2 CC-2 CC-1 CC-1 CC-1 CC-1 CC-1 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 C-1 C-1 C-1 C-1 C-1 C-1 CC-1 CC-1 CC-1 CC-1 CC-1 Cc-4 Cc-4 d1/2"@ .20 c/s d1/2"@ .20 c/s Z-2 Z-2 Z-2 d1/2"@ .20 c/s d1/2"@ .20 c/s d1/2"@ .20 c/s d1/2"@ .20 c/s Cc-4 Cc-4 VC-2 VC-2 c-5 c-5 c-5 c-4 CC-2 CC-2 CC-2 c-5 Z-1 Z-1 Z-1 VC-1 VC-1 VC-1 VC-1 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 7 5 4 3 2 1 A B C 3 @ 0.10 N.P.T. 6@ 0.10 NIVEL DE CIMENTACION DETALLE COLUMNA TIPICA DE CONFINAMIENTO Y DISTRIBUCION DE ESTRIBOS 2 @ 0.05 2 ADICIONALES SUBCIMIENTO SOBRE-CIMIENTO CIMIENTO esc.= 1/30 0.30 DE EMPALME VER CUADRO DE 2 @ 0.15 RESTO @ 0.20-0.25 ( VER CUADRO) 2 @ 0.15 RESTO @ 0.20-0.25 ( VER CUADRO) 2 @ 0.15 2 @ 0.05 2@ 0.05 1 @ 0.15 3 @ 0.10 3 @ 0.10 2 ADICIONALES 2@ 0.05 0.30 2 ADICIONALES RESTO @ O.20-0.25 ( VER CUADRO) 2 @ 0.15 ESC: 1/30 0.05 CIMENTACION 2 @ 0.05 Øs ver planta 13 @ 0.10 SUB-ZAPATA DE ESTRIBOS EN COLUMNA AISLADA DETALLE DE ZAPATA Y DISTRIBUCION VER EN PLANTA 1.10 0.12 0.98 VARIABLE 0.10 0.50 0.30 0.05 N.P.T. SUBCIMIENTO VC VC-1 SOBRE-C. 0.30 variable SUB-CIMIENTO CIMIENTO 0.80 ESC: 1/30 0.60-CC1 solo para suelos rrellenados 0.45-CC3 0.15 0.50 0.10 0.12 6 ø 5/8 0.30 .15 VIG. DE CIM. VC-1 0.30 en c/ extremo 2 @ 0.05 - 4 @ 0.10 3/8" RESTO @ 0.25 1 @ 0.15 0.50 solo en CC-1 VIG. DE CIM. VC-1 0.30 en c/ extremo 2 @ 0.05 - 4 @ 0.10 3/8" RESTO @ 0.25 1 @ 0.15 0.50 VC-1 6 ø 5/8 0.48 0.12 interior 1 N.P.T. + 0.10 \A1;Junta de Tecnoport e = \S1#2;" 5 1 Relleno Compactado C/ material de prestamo ( tierra roja) 5 5 .07 5 5 5 Ø 1/2" @ 0.25 m. 5 cimiento corrido 1 VIG. DE CIM. VC-2 0.25 en c/ extremo 2 @ 0.05 - 4 @ 0.10 1/4" RESTO @ 0.25 1 @ 0.15 VC-2 4 ø 1/2 0.73 0.12 0.25 Cc-4 VIG. DE CIM. VC-1 0.30 en c/ extremo 2 @ 0.05 - 4 @ 0.10 3/8" RESTO @ 0.25 1 @ 0.15 0.50 VC-1 6 ø 5/8 0.48 0.12 .15 Ø 3/8" @ 0.25 m. Ø 3/8" @ 0.25 m. 0.10 SOLADO PERALTE LARGO ANCHO Ambos sentidos AFIRMADO 1.50 REFUERZO INFERIOR 1.50 0.10 80% HORMIGON 20% TIERRA ROJA C U A D R O D E Z A P A T A S Ø 5/8", @ .15 0.50 0.10 0.10 1.50 1.80 0.50 Z-1 TIPO Z-2 C-1 5 5 6 d 5/8" 5 5 4d1/2" C-2 C-4 c-5 5 5 4Ø1/2" VC-2 4 ø 1/2 VC-1 6 ø 5/8 0.10 0.10 1.50 2.00 0.50 Z-3 Ambos sentidos Ø 5/8", @ .15 Ambos sentidos Ø 5/8", @ .15 0.10 0.10 1.27 2.00 0.50 Z-4 Ambos sentidos Ø 5/8", @ .15 5 5 Z-6 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 Z-5 0.10 0.10 1.50 2.05 0.50 Z-5 Ambos sentidos Ø 5/8", @ .15 0.10 0.10 0.50 Z-6 Ambos sentidos Ø 5/8", @ .15 1.00 1.00 5 CUADRO DE COLUMNAS NOTA: TODAS LAS COLUMNAS LLEVARAN CONCENTRACION DE ESTRIBOS 1º b*h Ø DE ACUERDO A DETALLES TIPICOS; TERMINAN EN GANCHO DE 30 CM A 90 NIVEL CARACT. C-1 c-4 C-2 c-5 resto @ 0.20 6d 5/8" Ø 3/8'' tipico resto @ 0.20 Ø 1/4'' tipico 0.30*0.30 0.25*0.25 4d 1/2" Ø b*h Ø b*h 2º 3º Ø b*h 4º C-3 C-3 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 SUB-CIMIENTO CIMIENTO 0.80 Ø 3/8" @ 0.25 m. 0.15 CC-3 0.60-CC3 8d 5/8" resto @ 0.20 Ø 3/8'' tipico 0.30*0.30 0.60*0.15 6 d 5/8" 6d 5/8" resto @ 0.20 Ø 3/8'' tipico C-3 5 5 8 d 5/8" 0.30*0.15 4d 1/2" resto @ 0.20 Ø 1/4'' tipico Z-6 Z-6 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 1 d 5/8" @ 0.15 EMPALMES TRASLAPADOS PARA VIGAS, LOSAS Y ALIGERADOS NOTA: A.- NO EMPALMAR MAS DEL 50% DEL AREA TOTAL EN UNA MISMA SECCION. B.- EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS O CON LOS PORCEN- TAJES NO ESPECIFICADOS, AUMENTAR LA LONGITUD DE EMPALME EN UN 70%. C.- PARA ALIGERADOS Y VIGAS CHATAS, EL ACERO INFERIOR SE EMPALMARA SOBRE LOS APOYOS, SIENDO LA LONGITUD DE EMPALME IGUAL A 25cm. PARA FIERRO DE 3/8" y 35cm. PARA 1/2" o 5/8" d REFUERZO SUPERIOR d REFUERZO INFERIOR 5/8" 1/2" 3/8" 0.50 0.40 0.40 0.60 0.50 0.45 VALORES DE m a especif. especif. ESQUEMA DE DOBLADO DE ESTRIBOS EN VIGAS Y COLUMNAS r 45º 13 Cm. r 2 Cm. 3 Cm. a 8 Cm. Ø 1/4" 3/8" b 1/3L TRASLAPES DE ACERO EN VIGAS 1/4L 0.70 0.60 0.40 b 1/2" 3/8" ds b 0.90 3/4" 5/8" b 1/3L 1/4L 1/4L 1/3L 1/4L CORTES LONGITUDINALES VER d TRANSV. EN 2.75 d3/8"@.15 d3/8"@.30 .25 .25 CORTE B-B 4d3/8" d1/4"@.30 d1/4"@.30 4d3/8" 5 5 S/C=200Kg/m2 (ELEVACION) ESCALERA ESC 1/25 5 N+3.30 - 6.85 .25 (TIP.) 2d3/8"C/PASO e=.15 5d3/8"/mt. B 5 SECC.V-A = 0.0013 ; ; he ALBAÑILERIA MUROS TABIQUES \LRECUBRIMIENTOS Mezcla 1:5 C:A LADRILLO KING KONG \LESPECIFICACIONES TECNICAS TIPO CIMENTACION 2.5 cm 7.0 cm \LCIMENTACION LOSAS, COLUMNETAS Y VIGUETAS ZAPATAS Zapatas Conectadas y Cimientos corridos PROFUNDIDAD DE DESPLANTE PARAMETROS DE DISEÑO \LESTRUCTURA Z=0.4 U=1.0 S=1.4 Tp=0.1seg R=6.0 CAPACIDAD PORTANTE h=-0.80 de N.N.T. st =0.80 Kg/cm² 2.50 cm COLUMNAS Y VIGAS fm = 45 Kg/cm2. \LCONCRETO ESTRUCTURA FIERRO CORRUGADO CIMIENTO CORRIDO SOBRECIMIENTO ƒ'c = 210 Kg/cm² ƒy = 4200 Kg/cm² ƒ'c = 100 Kg/cm² +30% P.G. Tam. Max. 8"" ƒ'c = 140 Kg/cm² + 30% de P.M. Tam. Max. 2" \LACERO NOTAS: NO SE CIMENTARA SOBRE TURBA, SUELO ORGANICO, TIERRA VEGETAL O RELLENO SANITARIO Y QUE ESTOS MATERIALES INADECUADOS DEBERAN SER REMOVIDOS EN SU TOTALIDAD, ANTES DE CONSTRUIR LA EDIFICACION Y SER REEMPLAZADOS POR MATERIAL ADECUADO LAS ZONAS DE EXCAVACION QUE QUEDAN CON UN NIVEL MAS BAJO QUE EL INDICADO SERAN RELLANOD CON CONCRETO CICLOPEO F'C=80 KG/CM2 HASTA ALCANZAR TERRENO ADECUADO sobre excavacion ) ( En rellenos y/o SUBCIMIENTOS f'c =80Kg/cm2 1:12+40% de piedra grande(8"max.) 2.-ARMADURA SUPERIOR EN APOYOS CONTINUOS. 1.-ARMADURA INFERIOR EN EL TERCIO CENTRAL. NOTA: ZONAS EN LAS QUE NO SE EFECTUAN TRASLAPES NO EMPALMAR MAS DEL 50% DEL NUMERO DE BARRAS 3.-ARMADURA SUPERIOR EN VOLADIZOS. EN UNA MISMA SECCION DE VIGA FECHA: ESCALA: DIBUJO: PROFESIONAL: PLANO: PROYECTO: LAMINA: JUNIO 2011 1/75 TIENDAS Y VIVIENDA MULTIFAMILIAR E-01 PROPIETARIO: DISTRITO: CALLERIA PROVINCIA: CORONEL PORTILLO DEPARTAMENTO: UCAYALI ESTRUCTURA PLANTA PRIMERO 5 7d1/2"/mt. 2d3/8"C/PASO 5d1/2"/mt. 5 <> (tip) NPT +0.15 NFP +1.25 N. Relleno +0.025 NFP +0.125 N. Relleno +0.025 NPT +0.15 5 5 5 Cimiento Escalera Concreto f'c=210kg/cm2 2d3/8"C/PASO 2d3/8"C/PASO e=.15 5d1/2"/mt. 7d1/2"/mt. N+3.65 5 7d3/8"/mt. e=.15 2d3/8"C/PASO 5d3/8"/mt. 5 EN CORTE B-B VER d TRANSV. EN 7d3/8"/mt. N+5.25 5 <> (tip) 2 d 1/2" 2 d 1/2" 5 5 5 .25 DET. V-A N+3.65 SECC.V-E 6 DETALLE ESTRUCTURAL TANQUE CISTERNA ESC: 1/20 5 5 5 5 5 d 1/2" @ .15 d 3/8" @ .20 5 5 5 5 5 5 5 5 5 .70 TAPA DE CONCRETO ARMADO d 1/2" @ .15 d 1/2" @ .15 d 3/8" @ .20 d 3/8" @ .15 CC-1 CC-2 DETALLE CIMIENTOS CORRIDOS "IMPORTANTE" SOLO LLEVAN SOBRECIMIENTO ARMADO CC-1 Y CC-2 7d3/8"/mt.

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel
Measurement Units
Footprint Area
Building Features
Tags	area, autocad, base, bearing, block, capacity, DWG, floors, forest, FOUNDATION, foundations, frame, fundament, Housing, PERU, raised, Shop, structure