Foundations DWG Block for AutoCAD

Foundations DWG Block for AutoCAD

Example foundation 3 story house

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

variable, axb, specific, indicated., variable., indic., nfp, compacted fill, section yy, fill, approx., natural, wetted and compacted, of the adjacent lot, specified a, elevation, specified abutment, cement beam ., nfp., plant, typical central shoe, see table of columns., see box of shoes, typical lateral shoe, column indicated., vc. indicated., ds indicated., crushed stone., design and construction specifications, n o t a g e n e r a l e s, foundation beams, s e c c tio n, t i p o, a c e r e, e s t r i b o s, c u a d o d e a t a c y, foundations, footings, banked beams, concr. arm., cistern tank, flat beams, foundations, columns, element, covering, masonry:, the supporting walls must be erected, before the columns are emptied, beams and lightened,, these are king – kong bricks seated on a rope, foundations: , sobrecimientos :, note :, the internal tarrajeo of the tank will be made with additive, Sika waterproofing or similar., the unspecified will be done according to the national regulations, of buildings., equivalences, specifications, techniques, npt., detail of cistern, x – x section, metal grid, overflow box, foundation on the floor, masonry wall meshing, typical reinforcement detail and, nfp var., typical lintel, cut a – a, beam, steels, column box, if it has alveolos these, of the volume, all the masonry units of walls will be manufactured, with the minimum dimensions indicated in this plan, they could be of clay or silico calcareo, must, classify as a minimum with type iv of the norm itintec, masonry unit :, corresponding, masonry, vertical splice, first section, tc, third section, second section, beginning of, staircase, column d or beam , in columns and beams, specified, detail folded stirrups, hooks in stirrups, adjoining lot, stair detail, dining room, study, living room, lav., receipt, bathroom visit, terrace, patio service, hall, kitchen, bar, car port, store, bathroom, flooring, lightened ceiling, solid slab, basement, mailbox, inspection, full slab, ramp, section and – and, section z – z, floor rubbed

Raw text data extracted from CAD file:

.50 .15 .35 .30 .90 .50 .10 .30 .90 .40 .30 .10 .30 .50 .15 .40 .10 .30 .90 .10 .40 .40 .35 1.20 .25 .10 .50 .15 .35 .30 .90 .10 .40 .40 .35 1.20 .25 .10 .50 .15 .35 .30 .90 .10 .25 .40 .35 1.20 .25 .50 .35 .30 .90 .10 .25 .35 1.20 .25 .15 .25 .10 h=variable 2.00 @ 3.00 .30 .10 .25 .65 .90 .40 .60 Min. .40 .80 .15 1.40 .30 .90 .45 .60 .60 .10 .10 .30 1.20 b a .25 .10 .25 .10 Min. 1.20 Min. 1.40 Variable b a x b .25 .50 a .10 .07 .25 Especif. .25 .10 Indicado. Variable. .60 .24 .10 .50 Variable. .40 .10 .40 a x b b a Min. 1.20 Variable b a x b .25 .50 a .10 .07 .25 Especif. .25 Indicado. Variable. .60 .24 .10 .50 Variable. .40 .10 .40 a x b 4.00 4.07 3.93 2.856 .30 4.149 2.447 2.499 4.103 1.476 .275 2.197 2.697 .35 .25 .30 .85 1.40 .60 .60 4.30 Aprox. 1.20 .40 .10 .40 .15 .25 .25 .30 .55 1.10 .60 .60 3.30 Aprox. 1.20 .40 .10 .40 .15 .25 1.00 .50 .05 .10 2.86 .25 .04 .90 .60 .60 1.60 Aprox. 1.20 .10 .40 .25 .05 .10 .60 .60 .70 Aprox. 1.20 .10 .40 .15 .05 .10 .25 .30 .35 .90 .60 .60 .10 .70 .10 .15 .25 .40 .25 2.65 .70 2.55 5.25 2.627 2.498 2.791 2.509 1.575 2.824 3.926 2.856 .30 4.149 2.447 2.499 4.103 1.476 2.473 2.697 .05 .10 .40 1.20 .50 .30 .90 .05 .10 1.20 .05 .05 1.70 1.15 .60 .30 .25 .30 .25 .30 .57 .25 .25 .25 .25 .25 .15 .25 .15 .25 LOSA = .20 .30 1.30 min .15 .15 1.30 .25 .25 .25 .18 .18 1.10 1.10 .15 .50 1.30 .25 .25 .25 .18 .05 .10 .50 .18 .18 .18 .181 0.55 .25 .10 .15 R1=1.09 .25 .25 1.71 .84 1.09 .05 .10 .70 .15 .50 .50 .50 .15 1.00 .15 R2=.84 .40 .15 .70 .40 .10 .25 .30 .50 .15 .30 .90 2/3H H/6 H/6 .50 .10 .40 .30 .30 .30 Min. 1.60 Variable b a x b .25 .50 a .10 .25 .30 Indic. Indicado. Variable. .60 .24 .10 .50 Variable. .30 Indic. a x b b a Min. 1.60 a 6d 135.0000° 6d o 7cm. min. d .50 .30 .45 .30 .15 .35 1.90 .20 .05 .25 .50 .25 .15 0.45 .10 .60 .10 .05 .30 .15 1.15 x 1.70 .15 .30 .10 .10 .30 .10 .15 1.50 .40 .20 .05 .50 .50 MAX. 2.00 5 5 VC-1 5 5 5 SECCION 1 - 1 5 NFP 5 5 5 SECCION 6 - 6 VC-2 5 NFP 5 5 5 VC-2 5 5 NFP VC-2 5 5 5 5 SECCION 7 - 7 SECCION 5 - 5 NLV=+.15 ds 1/2" @ .30 Relleno Compactado ds 3/8" @ .40 NFC=-1.80 SOLADO C° 1 : 12 5 NFP=+.10 5 5 NTN=-.25 5 1.20 5 5 5 5 VC-1 5 5 5 SECCION 2 - 2 ds 1/2" @ .30 Relleno Compactado ds 3/8" @ .40 NFC=-1.80 SOLADO C° 1 : 12 5 NFP=+.10 5 5 NTN=-.25 5 1.20 5 5 NLV=-.60 5 5 VC-2 5 5 5 SECCION 3 - 3 NV=±0.00 ds 1/2" @ .30 Relleno Compactado ds 3/8" @ .40 NFC=-1.80 SOLADO C° 1 : 12 5 NFP=+.10 5 5 NTN=-.25 5 1.20 5 5 VC-2 5 5 5 SECCION 4 - 4 NV=±0.00 ds 1/2" @ .30 Relleno Compactado ds 3/8" @ .40 NFC=-1.80 SOLADO C° 1 : 12 5 NFP=+.10 5 NTN=-.25 5 1.20 5 N.F.P. = +0.10. 5 5 5 h=variable 2.00 @ 3.00 5 5 d 3/8" @ .30 d 1/2" @ .20 d 3/8" @ .30 Solado=Cº simple 1:12 5 5 5 SECCION Y-Y MURO DE CONTENCION 1 RELLENO .40 <> Min. 5 N.T.N. = -2.50 Aprox. 5 5 NFP=+0.10 5 5 VC-1 SECCION 1 - 1 5 SOLADO C° 1 : 12 NFP=Nivel de Falso Piso. NTN=Nivel de Terreno Natural. NFC=Nivel de Fondo de Cimentacion. NLA=Nivel de Lote Adyacente. NV=Nivel de Vereda. ds 3/8" @ .30 ds 1/2" @ .30 NLA=+1.40 ds 1/2" @ .30 5 ds 1/2" @ .17 NFC=-1.20 5 .60 5 NTN=±0.00 Cº 175 Kg/cm² 5 5 Terreno Natural Humedecido y Compactado 1.20 Terreno Natural del Lote Adyacente Min. 1.40 Variable Aº Especificado SOLADO C° 1 : 10 E L E V A C I O N b a x b 5 5 a 5 5 5 ESTRIBO @ .20 ESTRIBO ESPECIFICADO Especif. VIGA CIMENT. NFP. .25 P L A N T A ZAPATA TIPICA CENTRAL NFP. SOLADO C° 1 : 10 .10 Indicado. Variable. .60 5 .10 .50 Variable. .40 .10 VER CUADRO DE COLUMNAS. s .40 a x b ver cuadro de zapatas Aº Especificado E L E V A C I O N P L A N T A b a ZAPATA TIPICA LATERAL VIGA CIMENT. COLUMNA INDICADA. VC. INDICADA. ds INDICADOS. PIEDRA CHANCADA. Min. 1.20 Variable Aº Especificado SOLADO C° 1 : 10 E L E V A C I O N b a x b 5 5 a 5 5 5 ESTRIBO @ .20 Especif. VIGA CIMENT. .25 P L A N T A ZAPATA TIPICA CENTRAL SOLADO C° 1 : 10 Indicado. Variable. .60 5 .10 .50 Variable. .40 .10 VER CUADRO DE COLUMNAS. s .40 a x b ver cuadro de zapatas Aº Especificado E L E V A C I O N P L A N T A b a ZAPATA TIPICA LATERAL VIGA CIMENT. ds INDICADOS. PIEDRA CHANCADA. ESTRIBO ESPECIFICADO NFP. NFP. COLUMNA INDICADA. 5 .10 5 .10 Min. 1.20 Relleno Compactado Relleno Compactado - REGLAMENTO NACIONAL DE CONSTRUCCIONES - NORMAS DE DISEÑO SISMO RESISTENTE - NORMAS DE EDIFICACION E-060 - CARACTERISTICAS DE ALBAÑILERIA CONFINADA - UNIDAD (LADRILLO TIPO IV) F´ b = 130 Kg/cm² - ESPESOR MINIMO E min. = 0.13 m. ó 0.24 m. - % MAXIMO DE VACIOS 30 % - MORTERO ( TIPO M ) 1 : 4 - ESPESOR JUNTAS DE MORTERO E min. = 1.0 cm. E max. = 1.5 cm. ESPECIFICACIONES DE DISEÑO Y CONSTRUCCION - CURAR EL CONCRETO POR VIA HUMEDA MINIMO 7 DIAS. - EVITAR EMPALMES Y TRASLAPES EN ZONAS DE MAXIMO ESFUERZO. - USAR IMPERMEABILIZANTE RESISTENTE AL S A L I T R E ( SIKA I O SIMILAR ) E N LA CIMENTACION. - USAR CEMENTO PUSOLANICO TIPO II EN LA CIMENTACION N O T A S G E N E R A L E S Y X VIGAS DE CIMENTACION S E C C I O N VC-2 T I P O A C E R O E S T R I B O S 1.60 1.60 C U A D R O D E Z A P A T A S Z - 2 Z - 1 X T I P O 0.60 0.60 h 1.10 1/2" 1.60 Y d @ 0.15 1.30 Z - 3 0.60 1.30 CIMIENTOS CORRIDOS ESC : 1/20 = 175 Kg/cm² 2.50 cm. = 175 Kg/cm² 2.50 cm. = 100 Kg/cm² 7.00 cm. = 175 Kg/cm² 7.00 cm. = 210 Kg/cm² 2.00 cm. = 210 Kg/cm² 4.00 cm. ZAPATAS VIGAS PERALTADAS MUROS DE CONCR. ARM. TANQUE CISTERNA VIGAS CHATAS CIMIENTOS COLUMNAS Rt. = 1.5 Kg/cm² = 140 Kg/cm² 2.00 cm. VIGAS DE CIMENTACION = 210 Kg/cm² 2.00 cm. - 4.00 cm. Fy = ACERO CORRUGADO GRADO 60 = 4,200 Kg/cm² ELEMENTO F° C° RECUBRIMIENTO ALBAÑILERIA: LOS MUROS PORTANTES DEBERAN LEVANTARSE ANTES DEL VACEADO DE COLUMNAS , VIGAS Y ALIGERADO ,ESTOS SON DE LADRILLO KING - KONG ASENTADOS DE SOGA , CON MORTERO 1:5 (CEMENTO + ARENA), fm = 50 Kg/cm². CIMIENTOS: CONCRETO CICLOPEO 1:10 (CEMENTO + HORMIGON) + 30 % DE PIEDRA GRANDE DE ø 6" MAX. SOBRECIMIENTOS: CONCRETO CICLOPEO 1:8 (CEMENTO + HORMIGON) + 35 % DE PIEDRA MEDIANA DE ø 3" MAX. NOTA: El Tarrajeo interno del Tanque Cisterna se hara con Aditivo Impermeabilizante SIKA o similar. NOTA: Lo no especificado se hara de acuerdo al Reglamento Nacional de Edificaciones. EQUIVALENCIAS C° 210 Kg/cm² = 1 : 2 : 2 (cemento : arena : piedra chancada) C° 175 Kg/cm² = 1 : 2 : 3 (cemento : arena : piedra chancada) C° 140 Kg/cm² = 1 : 2 : 4 (cemento : arena : piedra chancada ) E S P E C I F I C A C I O N E S T E C N I C A S .15 .35 1.90 .20 5 5 .50 .25 .15 0.45 5 .60 .10 5 NPT. 1 d 3/8" @ .15 1 d 3/8" @ .20 1 d 3/8" @ .20 1 d 3/8" @ .20 1 d 3/8" @ .20 S = 2 % Tapa Metalica e=1/8" V.U. = 2.93 m³ .30 .15 1.15 x 1.70 .15 DETALLE DE CISTERNA SECCION X - X 5 5 5 5 5 Rejilla Metalica C° S° Caja de Rebose. .15 1.50 .40 .20 5 3 d 1/2" CIMENTACION EN PLANTA PARA 3 PISOS ENDENTADO DE MUROS DE ALBAÑILERIA DETALLE TIPICO DE REFUERZO Y 2 ALAMBRES N°8 CADA 3 HILERAS N.F.P. VAR. ESC. 1/25 ESCALA = 1/50 4 ø 3/8" ø 1/4" 2 @ .05+ Rto. @ .20 c/l A 5 DINTEL TIPICO 2 ø 3/8" 5 MAX. 2.00 CORTE A - A V I G A A .15 .25 .20 .30 ESC: 1/25 5 5 5 5 5 T I P O S E C C I O N A C E R O S E S T R I B O S C U A D R O D E C O L U M N A S 1er Piso MORTERO : P1 - C CEMENTO : CAL : ARENA 1 : 1 : 5 SI TIENE ALVEOLOS ESTOS DEL VOLUMEN TODAS LAS UNIDADES DE ALBAÑILERIA DE MUROS SE FABRICARAN CON LAS DIMENSIONES MINIMAS INDICADAS EN ESTE PLANO, PODRAN SER DE ARCILLA O SILICO CALCAREO, DEBERAN CLASIFICAR COMO MINIMO CON EL TIPO IV DE LA NORMA ITINTEC \A1;0.14 ALBAÑILERIA : f'm = 50 Kg/cm2 UNIDAD DE ALBAÑILERIA: CORRESPONDIENTE NO EXEDERAN EL 25 ALBAÑILERIA : f'b = 130 Kg/cm2 % \A1;0.10 \A1;0.24 1.20 Z - 4 0.60 1.30 2do Piso y Azot. VC-1 4 d 1/2" d 1/4" 3 @ .05 + 3 @ .10 + Rto. @ .25 C/E 5 5 5 5 5 VC-2 5 C - 2 2/3H 0.60 3/4" \A1;X H/6 0.40 0.40 X 0.50 d 3/8" 5/8" 1/2" H/6 EMPALME VERTICAL PRIMER TRAMO 1er Piso 5 5 5 5 C - 1 T.C. Cilindr.=18.95 Unid. 5 5 NFP=Nivel de Falso Piso. NTN=Nivel de Terreno Natural. NFC=Nivel de Fondo de Cimentacion. NIL=Nivel Inferior de Losa. NV=Nivel de Vereda. d 1/4" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .25 C/E Min. 1.60 Variable Aº Especificado SOLADO C° 1 : 10 E L E V A C I O N b a x b 5 5 a 5 5 ESTRIBO @ .20 ESTRIBO ESPECIFICADO .30 VIGA CIMENT. Indic. P L A N T A ZAPATA TIPICA CENTRAL SOLADO C° 1 : 10 Indicado. Variable. .60 5 .10 .50 Variable. .30 Indic. a x b ver cuadro de zapatas Aº Especificado E L E V A C I O N P L A N T A b a ZAPATA TIPICA LATERAL VIGA CIMENT. COLUMNA INDICADA. ds INDICADOS. Cº = 175 K/cm² Min. 1.60 TERCER TRAMO 1er Piso SEGUNDO TRAMO 1er Piso INICIO DE ESCALERA 1/2" d DE COLUMNA O VIGA 10.0 6.5 2.0 1.3 a(cm.) d 3/8" 1/4" r(cm.) 12.5 2.5 EN COLUMNAS Y VIGAS ESPECIFICADO DETALLE DOBLADO DE ESTRIBOS ESPECIFICADO a Ø d=Diametro del refuerzo 6d 5 6d o 7cm. min. d GANCHOS EN ESTRIBOS Terreno Natural del Lote Colindante SOLADO C° 1 : 12 NFC=-1.20 ds 1/2" @ .25 ds 3/8" @ .30 Terreno Natural Humedecido y Compactado 1.20 Z - 5 0.60 1.60 1.20 Z - 6 0.60 2.45 + 3 d 1/2" s d 3/8" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .20 C/E d 3/8" 6 d 5/8" 4 d 5/8" + 2 d 1/2" 5 5 C - 3 s d 3/8" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .20 C/E 4 d 5/8" + 2 d 1/2" 5 5 d 3/8" 4 d 5/8" DETALLE DE ESCALERA ANCHO DE ENCOFRADO = 1.10 m. S/C = 200 K/m² 1er PISO COMEDOR ESTUDIO SALA LAV. RECIBO BAÑO VISITA TERRAZA PATIO SERVICIO HALL COCINA BARRA CAR PORT N.P.T. +- 0.00 ALMAC. BAÑO N.P.T. + 0.15 N.P.T. + 0.15 N.P.T. + 0.20 N.P.T. + 0.15 5 5 5 5 5 5 5 5 5 5 A C E' G 11 9 8 7 6 5 4 1 .275 5 5 2 d 1/2" @ .20 d 1/2" @ .20 1 1 1 1 1 1 1 1 1 1 NTN=+4.30 NTN=±0.00 5 5 5 5 5 5 5 <> Aprox. 5 5 5 5 5 5 Terreno Natural del Lote Colindante SOLADO Terreno Natural Humedecido y Compactado d 1/2" @ .20 d 1/2" @ .20 NTN=+3.30 NTN=±0.00 5 5 5 5 5 5 <> Aprox. 5 5 5 5 5 5 NFC=-1.20 ds 3/8" @ .30 ds 3/8" @ .25 SECCION 1 - 1 2 2 2 2 2 2 2 2 5 Refuerzos ds 3/8" @ .25 5 SECCION 2 - 2 NFP=+0.15 5 5 5 5 TECHO ALIGERADO 5 NPT=+3.26 2do PISO Terreno Natural del Lote Colindante SOLADO Terreno Natural Humedecido y Compactado d 3/8" @ .20 d 3/8" @ .20 NTN=+1.60 NTN=±0.00 5 5 5 <> Aprox. 5 5 5 5 NFC=-1.20 ds 3/8" @ .40 ds 3/8" @ .30 SECCION 3 - 3 NFP=+0.15 5 5 Variable Variable Variable 3 3 3 3 3 3 3 3 Terreno Natural del Lote Colindante SOLADO Terreno Natural Humedecido y Compactado d 3/8" @ .20 NTN=+0.70 NTN=±0.00 5 5 <> Aprox. 5 5 5 5 NFC=-1.20 ds 3/8" @ .25 NFP=+0.15 5 5 Variable 4 4 4 4 Terreno Natural del Lote Colindante SOLADO Terreno Natural Humedecido y Compactado d 3/8" @ .20 d 3/8" @ .20 NTN=+0.70 NTN=-2.90 5 5 5 5 5 5 5 5 NFC=-3.50 ds 3/8" @ .25 ds 3/8" @ .30 SECCION 5 - 5 NFP=-2.80 5 Variable LOSA MACISA 5 5 NIL=-0.25 NPT=±0.00 5 5 5 5 SECCION 4 - 4 ds 3/8" @ .25 5 3 10 5 A D' G 5 5 5 5 5 A B D E F G 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 N.F.P. - 2.80 SOTANO 5 5 5 5 5 5 5 11 9 8 7 6 5 4 1 5 5 2 10 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-2 VC-1 VC-1 VC-2 VC-2 VC-2 VC-1 Z-1 Z-1 Z-2 Z-2 Z-2 Z-3 Z-3 Z-3 Z-3 Z-4 Z-4 Z-4 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VS VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 VC-1 Z-5 Z-5 Z-7 Z-6 Z-6 Z-6 Z-8 Z-9 Z-10 Z-11 Z-12 Z Z Y Z 7 7 6 6 6 6 6 6 6 6 6 6 7 7 7 7 8 8 8 8 8 8 8 8 9 9 9 9 9 9 9 9 9 9 8 8 8 8 6 6 9 9 9 9 9 9 9 9 9 9 9 C-1 C-2 C-1 C-1 C-3 C-3 C-3 C-3 C-4 C-5 C-5 C-5 C-5 C-5 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-4 C-4 C-4 C-4 C-5 C-6 C-6 C-6 C-6 C-6 C-6 C-7 C-8 C-10 C-10 C-9 C-9 J.D.=2.5 cm. J.D.=2.5 cm. 5 5 5 5 NTN=±0.00 NFP=+0.15 SECCION 6 - 6 5 5 VC-2 5 5 5 5 NFP=+0.15 SECCION 7 - 7 NTN=±0.00 NFC=-1.20 NFC=-1.20 VC-2 NTN=±0.00 SECCION 8 - 8 NFP=+0.15 5 NFP=+0.15 SECCION 9 - 9 5 1/2" 1/2" 1/2" 1/2" 1/2" 1.60 Z - 7 0.60 2.45 1/2" 2.05 Z - 8 0.60 1.30 1/2" 1.00 Z - 9 0.60 1.30 1/2" 2.05 Z - 10 0.60 1.00 1/2" 1.30 Z - 11 0.60 1.00 1/2" 1.00 Z - 12 0.60 1.00 1/2" ver cuadro de zapatas NTN=±0.00 NTN=±0.00 VER CUADRO DE COLUMNAS. s VER CUADRO DE COLUMNAS. s ESTRIBO @ .20 5 5 Buzon de Inspeccion X X 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 0.15 6 d 5/8" + 6 d 1/2" 5 5 3 s d 3/8" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .20 C/E d 3/8" 4 d 5/8" + 2 d 1/2" 5 5 C - 4 s d 3/8" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .20 C/E 4 d 5/8" + 2 d 1/2" d 3/8" 4 d 5/8" 5 5 C - 5 s d 3/8" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .20 C/E 4 d 5/8" d 1/4" 4 d 1/2" 5 5 C - 7 2 s d 1/4" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .20 C/E 8 d 1/2" d 1/4" 4 d 1/2" 5 5 C - 6 s d 1/4" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .20 C/E 6 d 1/2" d 1/4" 4 d 1/2" 5 5 C - 8 s d 1/4" 1 @ .05 + 3 @ .10 + Rto. @ .25 C/E 4 d 1/2" 5 5 C - 9 s d 1/4" 1 @ .05 + 3 @ .10 + Rto. @ .25 C/E 4 d 1/2" 5 5 C - 10 s d 1/4" 1 @ .05 + 3 @ .10 + Rto. @ .25 C/E 4 d 3/8" LOSA = .20 17 16 15 14 13 12 11 5 <> min LOSA LLENA 5 5 1.30 5 5 5 e=.15m 6 d 3/8" 6 d 3/8" 7 d 3/8" 6 d 3/8" d3/8"@.25 d 3/8"@.25 .18 .18 1.10 1.10 .15 e=.15m d 3/8"@.25 d3/8"@.25 6 d 3/8" 7 d 3/8" 10 2 3 4 5 6 7 5 8 9 1.30 5 5 5 6 d 3/8" e = .15 m. 7 d 3/8" 6 d 3/8" 6 d 3/8" d 3/8" @ .25 d 3/8" @ .25 5 d 3/8" @ .25 \W5.15464; N.P.T. 5 5 .50 .18 1 Niv.=+0.15 .18 .18 .181 0.55 5 5 d 3/8" @ .20 .15 E' P-1 R1=1.09 5 5 4 s d 1/4" 3 @ .05 + 3 @ .10 + 2 @ .15 + Rto. @ .20 C/E 14 d 1/2" DETALLE DE PLACA P-1 5 5 5 5 5 5 ds 3/8" @ .25 ds 3/8" @ .25 5 5 NPT=-2.75 R A M P A P. MAX=15% Terreno Natural Humedecido y Compactado SECCION Y - Y 5 5 5 5 SECCION Z - Z ds 3/8" @ .25 ds 3/8" @ .25 R A M P A ds 3/8" @ .25 5 Bruñas e=1.5 cm Cada 15 cms. Piso Frotachado R2=.84

Language	Spanish
Drawing Type	Block
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Deck / Patio
Tags	autocad, béton armé, block, cimentacion, concrete, DWG, formwork, FOUNDATION, foundations, house, reinforced concrete, schalung, stahlbeton, story