Commercial Building Structural Design DWG Detail for AutoCAD

Commercial Building Structural Design DWG Detail for AutoCAD

STRUCTURAL DESIGN COMMERCIAL BUILDING – several details – details – specifications – sizing

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

parking, cement floor, deposit, proy. empty, proy. beam, sliding door, white, entrance, hall, floor terrazzo white, proy. roof, terrazzo floor, existing dividing wall, fourth, of machines, tank registration cover, proy. cistern, typical bends of reinforcement in beams, d lintels, typical lightened section, values ​​of m, h. any, lower reinforcement, upper reinforcement, elevation, frame of lintels, beam, technopor or similar, typical detail for reinforcement of partitioning, widening of the lightened formed when removing bricks and, support in banked or flat beams will be anchored in a, both in the upper end as on the sides, filled with concrete, variant for when, the columns are supported, in beams or banked foundation, note, space the columns in lengths, and penultimate course of bricks, see detail a, cut xx, detail a, see plant, secc. a – a, sec. c – c, secc. d -d, secc. b – b, secc. e – e, continue idemt., solid slab, secc. g – g, secc. h – h, cto. elevator, projection, secc. i – i, sect. j – j, sections of beams, sect. f – f, bxt, typical detail of shoe, ø esp., see table, bxt, ø column, e- overloads:, indicated in plant, technical specifications, buildings of peru, national regulations, g- norms and regulations: , columns, shoes, zuscp, plates, c- minimum coatings:, referential plant, seismic parameters d-, a- materials :, h- summary of the conditions of :, .- type of foundation: superficial, according to ems elaborated by the ing. manuel cesar, .- aggressiveness of the soil: not detected, – level of the water table: not detected, .- predominant period of soil vibration, – important:, column, the rods of the beams should be lightly tapped, to, maintain the position of the steel of the columns, manufacturer: concrete structural elements to prevent the oxidation of the reinforcement., to the calculator., on the cuts of the beams., of the beams, should be placed in two layers. this note has priority, sanitary or artificial fill. these inadequate materials must be – notes regarding the foundation:, removed in their entirety before constructing the building and being replaced, the required strength will be deepened with a false shoe until it reaches the appropriate stratum., b- partition masonry :, typical, typical elevation of plates, seismic joint, or beam, column d, abutment hook, nfp, confinement of columns, nfp, ciment. vanos, ciment. central, sections of foundation tabiqueria, according to table, columns, column with running foundations, typical detail of anchoring, case sub zapata, see d transv. in plant, relative displacement, absolute displacement, foundation plant, d-d beam, cistern wall, cistern plant, sinkhole plant, b – b cut, cto floor. pumps, simple concrete, floor slab, foundation, type, iii, column table, floor, basement, viii, d major, bxt, see d, cut c – c, fill, see type, vii, rest, floors, ø e, ø d, ø c, ø a, ø b, ø f, ø h, ø g, dg, see arquit., ø i, shoe, proy., loose earth, bxt

Raw text data extracted from CAD file:

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\A1;2.31 \A1;2.50 \A1;.30 B C E G F D C B G NPT=+0.15 P-01 ESTACIONAMIENTO Piso Cemento NPT = +/-0.00 01 01 DEPOSITO DEPOSITO DEPOSITO 2 1 3 P-02 Proy. vacio Proy. viga Puerta corrediza 1 2 3 4 \W6.10941; Proy. viga \W6.10941; Proy. viga Blanco NPT= +0.15 INGRESO JUNTA SISMICA e=2" HALL Piso Terrazo Blanco NPT =+0.15 Proy. techo E F V-01 02 03 04 05 06 07 08 09 10 11 V-02 D E E 12 JUNTA SISMICA e=2" JUNTA SISMICA e=2" \W6.10941; Proy. viga \W6.10941; Proy. viga \W6.10941; Proy. viga Piso Terrazo Puerta corrediza Proy. techo Muro medianero existente Muro medianero existente Muro medianero existente CUARTO Piso Cemento DE MAQUINAS P-06 Tapa de registro de cisterna Proy. cisterna \LENCUENTRO HORIZONTAL DE VIGAS DOBLADOS TIPICOS DE ARMADURA EN VIGAS DINTELES D SECCION 1 \LPLANTAS 3/8" .40 .40 .45 NOTA : a) NO EMPALMAR MAS DEL 50 % DEL AREA TOTAL EN UNA MISMA SECCION. b) EN CASO DE NO EMPALMARSE EN LAS ZONAS INDICADAS, LOS PORCENTAJES ESPECIFICADOS AUMENTAR LA LONGITUD DE EMPALME EN UN 70 % O CONSULTAR AL PROYECTISTA. C) PARA ALIGERADOS Y VIGAS CHATAS, EL ACERO INFERIOR SE EMPALMARA EN LOS APOYOS, SIENDO LA LONGITUD DE EMPALME A 50 cm. 5/8" 1/2" L/4 L/4 L/4 m L/4 \LEMPALMES TRASLAPADOS PARA VIGAS .50 .40 .50 .40 .60 .45 L/3 L/3 L/3 m .02 .02 .05 .15 dcorrugado 1/4"@.25(Temperatura) dobla 15 cm. en extremo SECCION TIPICA DE ALIGERADO ESC.1/10 .30 .10 .10 .30 .20 L L Ø .25 3/8" .30 1/2" .40 5/8" L VALORES DE m H. CUALQUIERA REFUERZO INFERIOR H. < .30 REFUERZO SUPERIOR H. > .30 ELEVACION d Voltea .50 Horizontal a L L 1d1/2" HASTA 1.50 1d3/8" 20 CUADRO DE DINTELES ESC.1/25 L HASTA 1.00 (m) h 2d3/8" 10 (cm) d .30 .40 1/2" 5/8" L. H. .25 L 3/8" Ø VIGA h. L H H H.-5CM. L \LDETALLE ANCLAJE DE L H-.05 5 L. .25 3/8" L Ø .30 1/2" .40 5/8" \LENCUENTRO DE VIGAS H. \LFIERROS DE VIGAS TECNOPOR O SIMILAR JUNTA 2 cm. ,RELLENA DE DETALLE TIPICO PARA REFUERZO DE TABIQUERIA ENSANCHE DEL ALIGERADO FORMADO AL QUITAR LADRILLOS Y APOYEN EN VIGAS PERALTADAS O CHATAS SE ANCLARAN EN UN B) EN CASO QUE SE TENGA COLUMNAS DE REFUERZO QUE NO SE TANTO EN EL EXTREMO SUPERIOR COMO EN LOS LATERALES A) TODOS LOS TABIQUES ESTARAN SEPARADOS DE LA ESTRUCTURA RELLENADO CON CONCRETO VARIANTE PARA CUANDO LAS COLUMNAS SE APOYEN EN VIGAS PERALTADAS O CIMIENTO NOTA ESPACIAR LAS COLUMNAS EN LONGITUDES PARA MUROS DE .12 o .10 Y 3.5 PARA IGUALES TENIENDO COMO MAXIMO 3.00 MTS. MUROS DE .15 2 ALAMBRES #8 C/4 HILADAS X 2 ALAMBRES #8 ENTRE LA ULTIMA Y PENULTIMA HILADA DE LADRILLOS X VER DETALLE a CORTE X-X 4 d 3/8" 1/4" d :@.25 .02 .17 .03 .15 o .25 .30 DETALLE a (VER PLANTA) 1 d 5/8" TUBO 1" d .20 .20 .20 .20 VER PLANTA .20 .20 VIGA .50 .50 (ELEVACION) ESC.1/25 (DOWELS) .50 .20 .20 8@.10,Rto.@25 6d5/8" d3/8",1@.05 en C/Ext. SECC. A - A .20 .40 5d 1/2" 5 10@.10,Rto.@20 5d5/8"+5d 1/2" d3/8",1@.05 en C/Ext. .50 .20/ .15 .20 /.15 5@.10,Rto.@25 4d5/8" d3/8",1@.05 en C/Ext. SECC. C - C SECC. D -D .20 .25 8@.10,Rto.@20 6d 1/2" d1/4",1@.05 en C/Ext. SECC. B - B .10 2ø3/8" ø1/4"@.30 .20 SECC. E - E .50 .20/.15 5@.10,Rto.@25 4d 1/2" d1/4",1@.05 en C/Ext. 5 4 3 2 1 5 4 3 2 1 A B C D E F G H A B C D E F G H PLACA P-8 PLACA P-8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 5 1d1/2" 5 5 1d3/8" 5 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 5 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 1d1/2" 5 1d3/8" 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d1/2" 5 5 5 5 1d1/2" 5 5 d3/8"@.40 d3/8"@.40 d1/2"@.20 5 5 d1/2"@.20 d3/8"@.40 d3/8"@.20 5 d3/8"@.40 d3/8"@.20 5 1d1/2" 5 5 1d1/2" 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 1d1/2" 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" SIGUE IDEMT. C-3 C-2 C-2 C-4 C-4 C-3 C-1 C-1 C-6 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-5 PLACA P-1 PLACA P-2 PLACA P-3 PLACA P-5 PLACA P-6 PLACA P-9 PLACA P-4 PLACA P-10 PLACA P-11 PLACA P-12 PLACA P-7 PLACA P-9 PLACA P-6 PLACA P-1 PLACA P-5 PLACA P-5 PLACA P-10 PLACA P-10 PLACA P-10 PLACA P-3 PLACA P-12 E E E E E E E E E E E E E E e =.20 LOSA SOLIDA e =.20 LOSA SOLIDA e =.20 LOSA SOLIDA e =.20 LOSA SOLIDA B B B B B B B C F C D D J C D V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .60 ) V.S-100 Y 200 ( .25 x .50 ) V.S-101 Y 201 ( .25 x .60 ) V.S-101 Y 201 ( .25 x .60 ) V.S-101 Y 201 V.S-103 Y 203 ( .25 x .60 ) V.S-102 Y 202 ( .50 x .225 ) V.S-102 Y 202 ( .50 x .225 ) V.S-103 Y 203 ( .25 x .60 ) V.S-103 Y 203 ( .25 x .60 ) V.S-104 Y 204 ( .25 x .60 ) V.S-104 Y 204 ( .25 x .60 ) V.S-104 Y 204 ( .25 x .60 ) V.S-104 Y 204 ( .25 x .60 ) V.S-105 Y 205 ( .25 x .60 ) V.S-105 Y 205 ( .25 x .60 ) ( .25 x .60 ) V.S-106 Y 206 ( .25 x .60 ) V.S-106 Y 206 ( .25 x .60 ) V.S-106 Y 206 ( .25 x .60 ) V.S-106 Y 206 ( .25 x .60 ) V.S-106 Y 206 ( .25 x .60 ) V.S-106 Y 206 ( .25 x .60 ) V.S-107 Y 207 ( .25 x .60 ) V.S-107 Y 207 ( .25 x .60 ) V.S-107 Y 207 ( .25 x .60 ) V.S-107 Y 207 ( .25 x .60 ) V.S-107 Y 207 ( .25 x .60 ) V.S-107 Y 207 ( .25 x .60 ) V.S-108 Y 208 ( .25 x .60 ) V.S-108 Y 208 ( .25 x .60 ) B B D B B B F ESCALERA N° 1 ESCALERA N° 2 ESCALERA N° 3 ESCALERA N° 4 PLANTA ENCOFRADO TIPICO 1° y 2° NIVEL (1° y 2° SOTANO) ALIGERADO h=20 cm - S/C = 500 Kg/m.2 (NIVEL IND.) ESC.1/50 5 4 3 2 1 5 4 3 2 1 A B C D E F G H A B C D E F G H PLACA P-8 PLACA P-8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" 5 5 1d1/2" 5 5 1d3/8" 5 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 5 1d1/2" 1d1/2" 1d1/2" 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 5 5 1d1/2" 5 1d3/8" 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 1d1/2" 5 5 5 5 1d1/2" 5 5 d3/8"@.40 d3/8"@.40 d1/2"@.20 5 5 d1/2"@.20 d3/8"@.40 d3/8"@.20 5 d3/8"@.40 d3/8"@.20 5 1d1/2" 5 5 1d1/2" 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d1/2" 5 5 1d1/2" 5 5 5 5 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 1d1/2" 5 5 5 5 5 5 5 5 1d1/2" 1d1/2" 1d1/2" 1d1/2" 1d3/8" 1d3/8" 5 1d1/2" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" 1d3/8" SIGUE IDEMT. C-3 C-2 C-2 C-4 C-4 C-3 C-1 C-1 C-6 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-5 PLACA P-1 PLACA P-2 PLACA P-3 PLACA P-5 PLACA P-6 PLACA P-9 PLACA P-4 PLACA P-10 PLACA P-11 PLACA P-12 PLACA P-7 PLACA P-9 PLACA P-6 PLACA P-1 PLACA P-5 PLACA P-5 PLACA P-10 PLACA P-10 PLACA P-10 PLACA P-3 PLACA P-12 E E E E E E E E E E E E E E e =.20 LOSA SOLIDA e =.20 LOSA SOLIDA e =.20 LOSA SOLIDA e =.20 LOSA SOLIDA B B B B B B B C F C D D J C D A A A A V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .60 ) V-100 A V-400 ( .25 x .50 ) V-101 A V-401 ( .25 x .60 ) V-101 A V-401 ( .25 x .60 ) V-101 A V-401 V-103 A V-403 ( .25 x .60 ) V-102 A V-402 ( .50 x .225 ) V-102 A V-402 ( .50 x .225 ) V-103 A V-403 ( .25 x .60 ) V-103 A V-403 ( .25 x .60 ) V-104 A V-404 ( .25 x .60 ) V-104 A V-404 ( .25 x .60 ) V-104 A V-404 ( .25 x .60 ) V-104 A V-404 ( .25 x .60 ) V-105 A V-405 ( .25 x .60 ) V-105 A V-405 ( .25 x .60 ) ( .25 x .60 ) V-106 A V-406 ( .25 x .60 ) V-106 A V-406 ( .25 x .60 ) V-106 A V-406 ( .25 x .60 ) V-106 A V-406 ( .25 x .60 ) V-106 A V-406 ( .25 x .60 ) V-106 A V-406 ( .25 x .60 ) V-107 A V-407 ( .25 x .60 ) V-107 A V-407 ( .25 x .60 ) V-107 A V-407 ( .25 x .60 ) V-107 A V-407 ( .25 x .60 ) V-107 A V-407 ( .25 x .60 ) V-107 A V-407 ( .25 x .60 ) V-108 A V-408 ( .25 x .60 ) V-108 A V-408 ( .25 x .60 ) A A A A A A B B D B A B B F ESCALERA N° 1 ESCALERA N° 2 ESCALERA N° 3 ESCALERA N° 4 PLANTA ENCOFRADO TIPICO 3° AL 6° NIVEL (1° AL 4° PISO) ALIGERADO h=20 cm - S/C = 500 Kg/m.2 (NIVEL IND.) ESC.1/50 M-1 M-1 M-2 M-2 M-1 JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. E E E E G E E G .20 .15/.20 5@.10,Rto.@20 4d 1/2" d1/4",1@.05 en C/Ext. SECC. G - G E NIV. -.05 NIV. -3.25 NIV. -.05 NIV. -3.25 NIV. +1.55 NIV. -1.65 NIV. +1.55 NIV. -1.65 NIV. +3.15 NIV. +6.35 NIV. +9.55 NIV. +12.75 NIV. +4.75 NIV. +7.95 NIV. +11.15 NIV. +14.35 NIV. +3.15 NIV. +6.35 NIV. +9.55 NIV. +12.75 NIV. +4.75 NIV. +7.95 NIV. +11.15 NIV. +14.35 M-2 M-2 M-2 M-2 M-2 M-2 M-3 M-3 M-3 M-3 5 4 3 2 1 5 4 3 2 1 A B C D E F G H A B C D E F G H PLACA P-8 PLACA P-8 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 C-3 C-2 C-2 C-4 C-4 C-3 C-1 C-1 C-6 C-2 C-2 C-2 C-2 C-2 C-2 C-2 C-5 PLACA P-1 PLACA P-2 PLACA P-3 PLACA P-5 PLACA P-6 PLACA P-9 PLACA P-4 PLACA P-10 PLACA P-11 PLACA P-12 PLACA P-7 PLACA P-9 PLACA P-6 PLACA P-1 PLACA P-5 PLACA P-5 PLACA P-10 PLACA P-10 PLACA P-10 PLACA P-3 PLACA P-12 M-1 M-1 M-2 M-2 M-1 M-2 M-2 M-2 M-2 M-2 M-2 M-3 M-3 M-3 M-3 5 4 3 2 1 5 4 3 2 1 A B C D E F G H A B C D E F G H 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 1d3/8" 1d3/8" 1d3/8" 5 1d3/8" C-3 C-2 PLACA P-1 PLACA P-3 PLACA P-9 PLACA P-4 PLACA P-10 PLACA P-11 PLACA P-12 PLACA P-9 PLACA P-5 PLACA P-10 PLACA P-10 PLACA P-10 PLACA P-3 PLACA P-12 C F B V-501 ( .25 x .60 ) V-501 ( .25 x .60 ) V-101 A V-401 V-503 ( .25 x .60 ) V-503 ( .25 x .60 ) V-503 ( .25 x .60 ) A F PLANTA ENCOFRADO 7° NIVEL (5° PISO) ALIGERADO h=20 cm - S/C = 500 Kg/m.2 (NIVEL IND.) ESC.1/50 JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. JUNTA DE SEPARACION SISMICA LATERAL DE 7 cm. B 5 1d1/2" 5 1d1/2" 1d1/2" 5 E E E D D V-500 ( .25 x .60 ) NIV. +15.95 B 5 1d1/2" 5 1d3/8" 1d3/8" 5 1d3/8" 1d3/8" V-500 ( .25 x .60 ) V-500 ( .25 x .60 ) V-500 ( .25 x .60 ) V-502 ( .20 x .60 ) V-502 ( .20 x .60 ) V-502 ( .20 x .60 ) C d3/8"@.40 d3/8"@.20 d3/8"@.40 d3/8"@.20 1d3/8" 1d3/8" A G B B G G G B B H H H C .20/ .15 .25 8@.10,Rto.@25 4d5/8" d3/8",1@.05 en C/Ext. SECC. H - H H NIV. +16.55 NIV. +16.55 NIV. +16.55 NIV. +15.95 NIV. +15.95 LOSA SOLIDA e =.20 (NIV. +15.35) G V-109 A V-409 ( .25 x .60 ) V-109 A V-409 ( .25 x .60 ) V-109 A V-409 ( .25 x .60 ) V-109 A V-409 ( .25 x .60 ) C-1 PLACA P-10 PLACA P-10 PLACA P-10 PLACA P-10 d3/8"@.40 d3/8"@.20 CTO. ASCENSOR PROYECCION CTO. ASCENSOR PROYECCION PLACA P-9 PLACA P-9 C d3/8"@.40 d3/8"@.20 d3/8"@.40 d3/8"@.20 LOSA SOLIDA e =.20 (NIV. +15.35) d3/8"@.40 d3/8"@.20 3 D E ESC. 1/50 NIV.+17.70 S/C = 100 Kg/m2 ( CTO. DE MAQUINAS MONTACARGA) PLANTA TECHO (LOSA SOLIDA e=.15) ESC. 1/50 NIV.+17.55 S/C = 500 Kg/m2 ( CTO. DE MAQUINAS ASCENSOR) PLANTA PISO (LOSA SOLIDA e=.15) C-1 PLACA P-10 PLACA P-10 d3/8"@.50 d3/8"@.30 d3/8"@.50 d3/8"@.30 3 D E ESC. 1/50 NIV.+20.75 S/C = 100 Kg/m2 ( CTO. DE MAQUINAS ASCENSOR) PLANTA TECHO (LOSA SOLIDA e=.15) C C I I H C C H .15/ .20 .25 8@.10,Rto.@25 6d5/8" d3/8",1@.05 en C/Ext. SECC. I - I .50 .30 H H C C 5 5 5 5 5 5 5 5 5 <>/ .70 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 5 5 5 5 5 5 5 5 5 5 5 2.20 5 5 5 5 5 5 5 5 5 5 5 .20 .50 .025 .30 .20 8@.10,Rto.@25 2d5/8"+d V-102 d3/8",1@.05 en C/Ext. SECC. J - J V.S-102 A V-402 5 5 5 2.20 5 5 5 5 5 5 .225 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 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 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 ESC.1/25 SECCIONES DE VIGAS SECC. F - F 5 5 5 2.20 5 5 5 5 5 5 5 VS-100 Y VS-200 ( .25 x .70 ) V-100 A V-500 ( .25 x .60 ) ESC. 1/30 V-109 A V-409 ( .25 x .60 ) ESC. 1/30 VS-101 Y VS-201 ( .25 x .60 ) V-101 A V-501 ( .25 x .60 ) ESC. 1/30 VS-102 Y VS-202 ( .50 x .225 ) V-102 A V-402 ( .50 x .225 ) ESC. 1/30 VS-103 Y VS-203 ( .25 x .60 ) V-103 A V-503 ( .25 x .60 ) ESC. 1/30 VS-104 Y VS-204 ( .25 x .60 ) V-104 A V-404 ( .25 x .60 ) ESC. 1/30 VS-107 Y VS-207 ( .25 x .60 ) V-107 A V-407 ( .25 x .60 ) ESC. 1/30 VS-108 Y VS-208 ( .25 x .60 ) V-108 A V-408 ( .25 x .60 ) ESC. 1/30 VS-105 Y VS-205 ( .25 x .60 ) V-105 A V-405 ( .25 x .60 ) ESC. 1/30 VS-106 Y VS-206 ( .25 x .60 ) V-106 A V-406 ( .25 x .60 ) ESC. 1/30 d3/8",1@.05,10@.10,5@.15,Rto.@.25 EN C/EXT. 3d3/4" 1 2d1/2" 3d3/4" 2d5/8" (RTO. VIGAS) 3d3/4" 2 3d3/4" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2d1/2" 3d3/4" 2 3d3/4" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2d1/2" B x t DETALLE TIPICO DE ZAPATA dESP. @.10 ØESP. @.10 ØESP. @.20 Ø ESP. VER CUADRO .50 .70 .10 .30 .30 d ESPECIP. (VER PLANTA) NFP. -4.85/-6.45 .075 .15 bxt Ø COLUMNA 1.00 ESCALA = 1/25 N.F.Z.-7.45 =4.51 Kg/cm2. F- TRASLAPES "Le" (TRACCION): d 5/8" 70 cm. E- SOBRECARGAS: INDICADAS EN PLANTA d 3/8" 45 cm. d 1/2" 55 cm. ESPECIFICACIONES TECNICAS EDIFICACIONES DEL PERU DEL REGLAMENTO NACIONAL DE G- NORMAS Y REGLAMENTOS: NORMAS E-020 NORMAS E-030 NORMAS E-050 NORMAS E-060 NORMAS E-070 d 3/4" 85 cm. X VIGAS (h.< 25cm.) COLUMNAS ZAPATAS LOSAS (h.< 20cm.) R V x/y= Y Z U S C P PLACAS VIGAS (h.> 25cm.) C- RECUBRIMIENTOS MINIMOS: 2.50cm. 4.00cm. 2.00cm. 7.50cm. PLANTA REFERENCIAL D- PARAMETROS SISMICOS: 2.50cm. 4.00cm. A- MATERIALES: f'c= 100 Kg/cm2 CONCRETO CICLOPEO f'c= 210 Kg/cm2 CONCRETO ARMADO fy= 4200 Kg/cm2 ACERO CORRUGADO H- RESUMEN DE LAS CONDICIONES DE: CIMENTACION (NORMA E-050) .- TIPO DE CIMENTACION : SUPERFICIAL SEGUN E.M.S. ELABORADOM POR EL ING. MANUEL CESAR LEYVA CAMPOBLANCO CIP. 51657 : .- ESTRACTO DE APOYO : GRAVOSO ( GP, GP-GM ) .- PROFUNDIDAD DE CIMENTACION : Df=1.30m. .- PRESION ADMISIBLE : 4.86 Y 4.51 Kg/cm.2 (VER EMS.) .- FACTOR DE SEGURIDAD : 3.0 .- AGRESIVIDAD DEL SUELO : NO DETECTADA .- NIVEL DE LA NAPA FREATICA : NO DETECTADA .- FACTOR DE SUELO ( S ) : 1.2 .- PERIODO PREDOMINANTE DE VIBRACION DEL SUELO : Tp (S) = 0.6 seg. Usar Sika Nº1 o similar. 1.- Toda superficie de concreto en contacto con agua deberá ser impermeablizada. - IMPORTANTE : 2.- El las uniones, cuando se intersecten los refuerzos longitudinales de viga y columna, las varillas de las vigas deberán ser grifadas ligeramente, para mantener la posición del acero de las columnas. 3.- Vibrar el concreto con vibradora de aguja. Seguir las especificaciones del fabricante: 4.- Todas las medidas están dadas en metros salvo indicación. 5.- Curar el concreto por vía húmeda. Se recomienda el uso de un sellador en el concreto de elementos estructurales para impedir la oxidación de la armadura. 6.- Para el trazado y dimensiones ver planos de Arquitectura. al calculista. 8.- Si existiera variación en obra de dimensiones, materiales u otro comunicar sobre los cortes de las vigas. de las vigas, deberán colocarse en dos capas. Esta nota tiene PRIORIDAD 7.- Debido a la concentración de acero en columnas, el acero positivo y negativo sanitario o relleno artificial. Éstos materiales inadecuados deberán ser 1.- No debe cimentarse sobre turba, suelo orgánico, tierra vegetal, desmonte, relleno - NOTAS RESPECTO A LA CIMENTACIÓN: removidos en su totalidad antes de construir la edificación y ser reemplazados con materiales adecuados debidamente COMPACTADOS (Rellenos de Ingeniería). la resistencia requerida se profundizará con una falsa Zapata hasta llegar 2.- Se cimentará sobre terreno de buena calidad, en caso de no encontrar al estrato apropiado. B- ALBAÑILERIA TABIQUERIA: ESP. MUROS 15 cm. MORTERO 1:3 C/A. TIPO "HUECO" ESP. MAX. VACIOS 30% ESP. JUNTA 1.5cm. MAX. 0.9cm.MIN. f'b= 130 Kg/cm2 f'm= 45 Kg/cm2 Rx= Z= U= S= C= 1.2 1.3 0.4 7x3/4=5.25 2.1 TIPICO Ry= 7 BLOCK "B" .30 (ver planta) ELEVACION TIPICA DE PLACAS ESCALA = 1/30 d3/4" @.25 INF. .50 NNT. ±0.00 e=.27 VER CUADRO .07 .30 .10 .30 NFP. -4.85/-6.45 .15 .70 .20 .30 L C VER CUADRO NIV.+1.55/-.05 d3/8"@.25 4d1/2" d3/8"@.20 4d1/2" .20 VER CUADRO VER CUADRO NIV+4.75 / +3.15 NIV.+ 7.95/+6.35 d3/8"@.25 4d1/2" .20 VER CUADRO VER CUADRO d1/4"@.25 C L JUNTA SISMICA NIV.+11.15/+9.55 d1/4"@.25 4d3/8" .20 VER CUADRO VER CUADRO .07 NIV+16.55/+15.95 .20 .20 .55 4d3/8" NFC. -5.85/-7.45 (VER PLANTA) e=.20 e=.20 .50 d 1/4" 3/8" 2cm. 3cm. \A1;ESP. r d ó VIGA \A1;ESP. r \A1;45 a d COLUMNA \A1;45 d GANCHO DE ESTRIBOS S/ESC. a 10cm. 15cm. NIV.-1.65/ -3.25 .20 4d1/2" d3/8"@.20 e=.25 VER CUADRO H.=VIGA o LOSA 5 5 h./6 h h./6 Le NFP NFP 2h/3 Le h./6 h./6 Le 2h/3 Le 5 bxt 5 5 5 5 5 h.=CIMIENTOS dESP.@.20 h \A1;RESTO VER COLUMNAS h/5 Ó LADO MAYOR DE COLUMNA MIN.=.60 h/5 Ó LADO MAYOR DE COLUMNA MIN.=.60 dESP.@.10 dESP.@.10 dESP.@.10 \A1;RESTO VER COLUMNAS h h/5 Ó LADO MAYOR DE COLUMNA MIN.=.60 h/5 Ó LADO MAYOR DE COLUMNA MIN.=.60 H.=VIGA o LOSA 5 CONFINAMIENTO DE COLUMNAS ESCALA = 1/25 bxt d5/8" @.20 SUP. .70 1.00 / .80 MURO M-1 e = .27 NIV.= ±0.00 Ø3/8"d.20 NIV.- 3.25 .10 NFP. -6.45 .30 d5/8" @.20 INF. .30 ESC. 1/25 .20 NFC. = -7.45 .20 .55 .15 .07 NIV. -.05 Ø1/2"d .25 JUNTA SISMICA d3/8"@.20 4d3/8" d3/8"@.20 4d1/2" Ø1/2"d .25 e = .27 .70 .20 .10 N.F.P. .40 CIMENT. VANOS .15/.10 CIMENT. CENTRAL .40 N.F.P. .15/.10 .70 .20 .10 SECCIONES DE CIMENTACION TABIQUERIA ESCALA=1/25 SEGUN CUADRO DE COLUMNAS DE COLUMNAS SEGUN CUADRO COLUMNA CON CIMIENTOS CORRIDOS ESC. 1/25 DETALLE TIPICO DE ANCLAJE DE CADA 4 HILERAS 2 ALAMBRES N°8 S .10 S S 0.10 .10 .10 .10 .10 0.25 .50 .70 N.F.Z.-5.85 CASO SUB ZAPATA f'c = 100 Kg./cm.2 +30% DE P.G. d3/8"@.30 25 (TIP.) e=.15 5d3/8"/mt. 7d3/8"/mt. 7d3/8"/mt. d3/8"@.30 d3/8" @.20 d3/8"@.30 25 (TIP.) e=.15 5d3/8"/mt. 7d3/8"/mt. 1.00 .50 7d3/8"/mt. 1° TRAMO N.F.P. - 6.05 7d3/8"/mt. 15 .20 d3/8"@.30 d3/8" @.20 PLACA P-3 VER d TRANSV. EN PLANTA 5d3/8"/mt. 2°, 4°, 6°, 8°, 10º, 12° Y 14° TRAMO d3/8"@.30 5d3/8"/mt. e=.15 7d3/8"/mt. 15 .20 5d3/8"/mt. 7d3/8"/mt. .20 5 VER d TRANSV. EN PLANTA PLACA P-3 5d3/8"/mt. 7d3/8"/mt. 5 3°, 5°, 7°, 9°, 11° Y 13° TRAMO S/C = 400Kg/m.2 ESC. 1/25 DETALLE DE ESCALERA N° 1 d3/8"@.30 d3/8"@.30 x-x = 0.7 cm. DESPLAZAMIENTO RELATIVO x-x = 4.6 cm. y-y = 6.7 cm. y-y = 1.0 cm. DESPLAZAMIENTO ABSOLUTO N.F.P. -4.85 N.F.P. -6.45 NIV.+14.35/+12.75 .70 1.00 / .80 MURO M-2 e = .27 NIV.= ±0.00 Ø3/8"d .20 NIV.-1.65 .10 NFP. -4.85 .30 .30 ESC. 1/25 .20 NFC. = -5.85 .20 .55 .15 .07 NIV.+1.55 Ø1/2"d .25 JUNTA SISMICA d3/8"@.20 4d3/8" d3/8"@.20 4d1/2" Ø1/2"d .25 e = .27 5 Ø3/8"d.20 Ø3/8"d.20 M-3 d3/8",1@.05,10@.10,5@.15,Rto.@.25 EN C/EXT. 3d5/8" 1 3d5/8" 2d5/8" 3d5/8" 2 3d5/8" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2d1/2" 3d3/8" 2 3d3/8" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2d1/2" 2d1/2" 3d5/8" 2d5/8" d3/8",1@.05,8@.10,3@.15,Rto.@.25 EN C/EXT. 1 2d1/2" 3d3/8"(RTO. VIGAS) 2d5/8" d3/8",1@.05,8@.10,3@.15,Rto.@.25 EN C/EXT. 1 Rto.@.25 EN C/EXT. 2 d3/8",1@.05,5@.10, Rto.@.20 EN C/EXT. d3/8",1@.05, 2d1/2" 3d5/8" 3d5/8" 2d5/8" d3/8",1@.05,8@.10,3@.15,Rto.@.25 EN C/EXT. 1 2d1/2" 3d5/8" 3d5/8" d3/8",1@.05,8@.10,3@.15,Rto.@.25 EN C/EXT. 2 2d1/2" 3d5/8" 3d5/8" 2d5/8" d3/8",1@.05,8@.10,3@.15,Rto.@.25 EN C/EXT. 1 2d1/2" 3d5/8" 3d5/8" 2d5/8" d3/8",1@.05,8@.10,3@.15,Rto.@.25 EN C/EXT. 1 2d1/2" 3d5/8" 3d5/8" d3/8",1@.05,8@.10,3@.15,Rto.@.25 EN C/EXT. 2 Rto.@.25 EN C/EXT. d3/8",1@.05,5@.10, Rto.@.25 EN C/EXT. d3/8",1@.05,5@.10, d3/8",1@.05,10@.10,5@.15,Rto.@.25 EN C/EXT. 3d5/8" 1 2d1/2" 3d5/8" 2d5/8" d3/8",1@.05,10@.10,5@.15,Rto.@.25 EN C/EXT. 3d5/8" 1 2d1/2" 3d5/8" 2d5/8" 3d5/8" 3 3d5/8" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2d1/2" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. CORTE 1-1 .20 .25 .025 (RTO. VIGAS) .35 .70 CORTE 2-2 .20 .25 ESC.1/25 .30 .60 PLANTA CIMENTACION ESC.1/50 \C4;NOTA PARA MUROS TABIQUERIA \H0.8x;\l\C3;NO SE MUESTRA EN ESTA PLANTA, LA CIMENTACION DE LOS MUROS DE TABIQUERIA VER DETALLES DE SECCION DE CIMIENTO TABIQUERIA \C4;LEYENDA TEXTOS: \H0.8x;\l\C3; NFP = NIVEL FALSO PISO, NFZ. = NIVEL FONDO DE ZAPATA N.F.S.Z. = NIVEL FONDO DE SUB ZAPATA .20 5 PLACA P-3 5 15 .20 PLACA P-3 d3/8"@.30 25 (TIP.) e=.15 5d3/8"/mt. 7d3/8"/mt. 1.00 .50 7d3/8"/mt. 1° TRAMO N.F.P. - 6.45 7d3/8"/mt. 15 .20 d3/8"@.30 d3/8" @.20 PLACA P-12 d3/8"@.30 2°, 4°, 6°, 8°, 10º Y 12° TRAMO d3/8"@.30 5d3/8"/mt. e=.15 7d3/8"/mt. 15 .20 5d3/8"/mt. 7d3/8"/mt. PLACA P-12 VIGA D-D 7d3/8"/mt. 5 d3/8"@.30 .20 d3/8"@.30 25 (TIP.) e=.15 5d3/8"/mt. 7d3/8"/mt. 7d3/8"/mt. d3/8"@.30 d3/8" @.20 3°, 5°, 7°, 9° Y 11° TRAMO 15 .20 PLACA P-3 VIGA D-D 5 .20 5d3/8"/mt. S/C = 400Kg/m.2 ESC. 1/25 DETALLE DE ESCALERA N° 4 MURO M-3 NFP. = -6.45 NFC. = -7.45 NFP. = -4.85 4d3/8" .50 .10 .15 .70 .10 .30 ESC. 1/25 Ø3/8"d .20 1° TRAMO d3/8"@.30 5d3/8"/mt. e=.15 7d3/8"/mt. 5 d3/8"@.30 .20 25 (TIP.) V.S-102 A V-402 2°, 4°, 6°, 8°, 10º Y 12° TRAMO d3/8"@.30 5d3/8"/mt. e=.15 7d3/8"/mt. 5 d3/8"@.30 .20 25 (TIP.) 5 .20 5d3/8"/mt. V.S-102 A V-402 V.S-101 A V-401 d3/8"@.30 5d3/8"/mt. e=.15 7d3/8"/mt. 5 d3/8"@.30 .20 25 (TIP.) 5 .20 5d3/8"/mt. V.S-101 A V-401 V.S-102 A V-402 NFP. = -6.45 .10 5 MURO CISTERNA 5 3°, 5°, 7°, 9°, 11° Y 13° TRAMO d3/8"@.30 25 (TIP.) e=.15 5d3/8"/mt. 7d3/8"/mt. 1.00 .50 7d3/8"/mt. 1° TRAMO N.F.P. - 6.45 d3/8"@.30 d3/8"@.30 NFP. = -4.85 .10 5 5 MURO M-3 2° TRAMO d3/8"@.30 5d3/8"/mt. e=.15 7d3/8"/mt. 5 d3/8"@.30 .20 25 (TIP.) NFP. = -4.85 .10 5 MURO CISTERNA 5 V.S-101 4°, 6°, 8°, 10º Y 12° TRAMO d3/8"@.30 5d3/8"/mt. e=.15 7d3/8"/mt. 5 d3/8"@.30 .20 25 (TIP.) 5 .20 5d3/8"/mt. V.S-102 A V-402 V.S-101 A V-401 d3/8"@.30 5d3/8"/mt. e=.15 7d3/8"/mt. 5 d3/8"@.30 .20 25 (TIP.) 5 .20 5d3/8"/mt. V.S-101 A V-401 V.S-102 A V-402 3°, 5°, 7°, 9°, 11° Y 13° TRAMO S/C = 400Kg/m.2 ESC. 1/25 DETALLE DE ESCALERA N° 2 S/C = 400Kg/m.2 ESC. 1/25 DETALLE DE ESCALERA N° 3 3 2 1 A B C D E 5 5 5 5 5 5 5 C-3 C-2 C-4 C-3 PLACA P-3 PLACA P-5 PLACA P-6 PLACA P-9 PLACA P-10 PLACA P-9 PLACA P-6 PLACA P-10 PLACA P-10 PLACA P-3 ESCALERA N° 1 ESCALERA N° 2 M-2 M-2 M-2 M-2 d1/2"@.20 d3/8"@.20 d1/2"@.20 d3/8"@.20 d3/8"@.20 5 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 d1/2"@.20 5 5 5 d3/8"@.20 d3/8"@.20 d3/8"@.20 d3/8"@.20 5 5 d3/8"@.20 d1/2"@.20 I I I H I I I H I I PLANTA CISTERNA LOSA SOLIDA TECHO e=.20 ESC :1/50 S/C=500 Kg/m2 d3/8"@.25 SUP d3/8"@.25 SUP LOSA SOLIDA PISO e=15 ( PISO SUMIDERO ) N.F.P. -11.35 PLANTA POZO SUMIDERO LOSA SOLIDA TECHO e=.15 ESC :1/50 5 5 5 5 5 5 d3/8" @.20 INF. d3/8" @.20 INF. B B ( POZO SUMIDERO) ELEVACION ESC. 1/25 d3/8"@.20 d3/8"@.20 NFC. -11.35 5 d3/8"@.20 d3/8"@.20 .15 .50 d3/8"@.20 d3/8"@.20 d3/8"@.25 NFC. -10.85 CORTE B - B NFP -8.05 .20 PISO DE CTO. BOMBAS CONCRETO SIMPLE SIN d ( e = .15 ) f'c =210 Kgcm.2 .20 B B d3/8"@.20 SUP LOSA SOLIDA PISO e=15 ( PISO CISTERNA ) d3/8"@.20 SUP d3/8"@.20 SUP d3/8"@.20 SUP d3/8"@.20 SUP d3/8"@.20 SUP d3/8"@.20 SUP LOSA SOLIDA PISO e=15 ( PISO CISTERNA ) LOSA SOLIDA PISO e=15 ( PISO CISTERNA ) CONCRETO SIMPLE SIN d ( e = .15 ) f'c =210 Kgcm.2 N.F.P. -8.05 N.F.P. -8.05 2d3/4" (VS-100 Y VS-200) 3d3/4" 1 2d1/2" 3d3/4" 2d5/8" (RTO. VIGAS) 2d3/4" (VS-100 Y VS-200) d3/8",1@.05,10@.10,5@.15,Rto.@.25 EN C/EXT. CORTE 1-1 .20 .25/.20 .025 (VS-100 Y VS-200) .30 .60 2d1/2" 3d5/8" 1 3d5/8" 2d5/8" 2d1/2" d3/8",1@.05,10@.10,5@.15,Rto.@.25 EN C/EXT. 2d3/4"+1d5/8" (VS-101 Y VS-201) CORTE 2-2 .20 .25/.20 .35 .70 (VS-100 Y VS-200) (RTO. VIGAS) ESC.1/25 ESC.1/25 ESC.1/25 3d3/8"(RTO. VIGAS) 2d3/4"+1d5/8" (VS-101 Y VS-201) 3d3/8"(RTO. VIGAS) 2d3/4"+1d5/8" (VS-101 Y VS-201) 4d5/8" 3 4d5/8" 3d5/8" 4d5/8" 4d5/8" 4 .20 .40 5 CORTE 3-3 ESC.1/25 .20 .40 5 CORTE 4-4 ESC.1/25 d3/8",1@.05,10@.10,Rto.@.20 EN C/EXT. d3/8",1@.05,10@.10,Rto.@.20 EN C/EXT. d3/8",1@.05,5@.10,Rto.@.20 EN C/EXT. V-502 ( .20 x .60 ) ESC. 1/30 3d5/8" 3d5/8" 2 2d1/2" 3d5/8" 3d5/8" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2 5 5 2d5/8" 2d1/2" 3d5/8" 3d5/8" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2 2d1/2" 3d5/8" 3d5/8" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2 2d5/8" 2d1/2" 3d5/8" 3d5/8" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2 2d5/8" 5 2d1/2" 3d5/8" 3d5/8" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2 2d5/8" 2d1/2" 3d3/4" 3d3/4" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2 d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. d3/8",1@.05,6@.10,Rto.@.25 EN C/EXT. 2 2 2 d3/8",1@.05,Rto.@.10 EN C/EXT. d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2 2d1/2" d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. 2 3d3/4" 3d3/4" 2 d3/8",1@.05,8@.10,Rto.@.25 EN C/EXT. C-1 C-2 C-2 5 5 5 5 LOSA PISO DE 5 5 5 5 5 5 5 5 5 V.C-1 ( .30 x .70 ) V.C-4 ( .30 x .70 ) V.C-2 ( .30 x .70 ) V.C-5 ( .30 x .70 ) V.C-3 ( .30 x .70 ) V.C-6 ( .30 x .70 ) V.C-5 ( .30 x .70 ) V.C-6 ( .30 x .70 ) V.C-3 ( .30 x .70 ) 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 5 5 5 5 5 NFZ. = -7.45 Z-1 d3/4" @.20 INF. d3/4" @.20 INF. h =.70 (TIP.) d3/4" @.25 INF. d3/4" @.25 SUP. d3/4" @.25 INF. d3/4" @.25 SUP. 5 5 d3/4" @.25 INF. d3/4" @.25 SUP. d5/8" @.20 INF. d5/8" @.20 INF. d3/4" @.25 INF. NFZ. = -7.45 Z-2 d3/4" @.20 INF. d3/4" @.20 INF. h =.70 (TIP.) NFZ. = -7.45 Z-2 h =.70 (TIP.) NFZ. = -7.45 Z-2 h =.70 (TIP.) NFZ. = -7.45 Z-2 h =.70 (TIP.) NFZ. = -7.45 Z-12 h =.70 (TIP.) NFZ. = -7.45 Z-1 h =.70 (TIP.) NFZ. = -5.85 Z-2 d3/4" @.20 INF. d3/4" @.20 INF. h =.70 (TIP.) NFZ. = -5.85 Z-2 h =.70 (TIP.) NFZ. = -5.85 Z-4 h =.70 (TIP.) d3/4" @.20 INF. d3/4" @.20 INF. NFZ. = -8.75 Z-2 d3/4" @.20 INF. d3/4" @.20 INF. h =.70 (TIP.) NFZ. = -8.75 Z-4 h =.70 (TIP.) NFZ. = -8.75 Z-3 d3/4" @.20 INF. d3/4" @.20 INF. h =.70 (TIP.) NFZ. = -8.75 Z-3 h =.70 (TIP.) d3/4" @.25 INF. d3/4" @.25 SUP. d3/4" @.25 INF. d3/4" @.25 SUP. NFZ. = -8.75 Z-9 h =.70 (TIP.) d3/4" @.25 INF. d3/4" @.25 SUP. d3/4" @.25 INF. d3/4" @.25 SUP. d3/4" @.20 INF. d3/4" @.20 INF. NFZ. = -5.85 Z-5 h =.70 (TIP.) NFZ. = -8.75 Z-10 h =.70 (TIP.) d3/4" @.25 INF. d3/4" @.25 SUP. d3/4" @.25 INF. d3/4" @.25 SUP. d5/8" @.20 INF. d5/8" @.20 INF. d3/4" @.25 INF. d3/4" @.25 INF. NFZ. = -8.75 h =.70 (TIP.) NFZ. = -8.75 Z-8 h =.70 (TIP.) d3/4" @.25 INF. d3/4" @.25 INF. d5/8" @.20 INF. d5/8" @.20 INF. NFZ. = -8.75 Z-7 h =.70 (TIP.) d3/4" @.20 INF. d3/4" @.20 INF. NFZ. = -5.85 Z-6 h =.70 (TIP.) NFZ. = -5.85 Z-6 h =.70 (TIP.) 5 5 d5/8" @.20 INF. d5/8" @.20 INF. NFZ. = -7.45 Z-11 h =.70 (TIP.) d3/4" @.20 INF. d3/4" @.20 INF. d3/4" @.20 INF. d3/4" @.20 INF. NFZ. = -7.45 Z-13 h =.70 (TIP.) NFZ. = -7.45 Z-12 h =.70 (TIP.) d5/8" @.20 INF. d5/8" @.20 INF. d5/8" @.20 INF. d5/8" @.20 INF. 5 5 d5/8" @.20 INF. d5/8" @.20 INF. 5 5 5 ESCALERA N°3 CIMIENTO ESCALERA N°4 CIMIENTO ESCALERA N°1 CIMIENTO 5 5 5 5 5 5 A Ø 1º bxt tipo tipo Ø II III I CUADRO DE COLUMNAS bxt Ø bxt tipo C-4 C-3 C-2 C-1 C-7 C-6 C-5 III III .40 x .80 I PISO PISO 2° PISO 4° Y 5° SOTANO 16ø1" 4 ø3/8" @.20 VIII bxt tipo Ø bxt tipo Ø bxt tipo Ø SOTANO 1º 2° d MAYOR d MAYOR I .40 x .80 16ø1" 4 ø3/8" @.20 II .30 x .70 16d3/4" 3 ø3/8" @.20 II .30 x .70 16d3/4" 3 ø3/8" @.20 PISO 3° II .30 x .70 16d3/4" 3 ø3/8" @.20 II .30 x .70 16d3/4" 3 ø3/8" @.20 .30 x .60 10d3/4" 2 ø3/8" @.20 .30 x .60 10d3/4" 2 ø3/8" @.20 .30 x .60 10d3/4" 2 ø3/8" @.20 III III III .30 x .60 10d3/4" 2 ø3/8" @.20 .30 x .60 6d3/4"+4d5/8" 2 ø3/8" @.20 .30 x .60 2 ø3/8" @.20 d MAYOR d MAYOR 6d3/4"+4d5/8" .15 x .25 ø1/4" @.30 4d3/8" VIII VI d MAYOR d MAYOR A C C A A C C .20 B x T .20 d3/4"@.25 SUP. PLACA P-6 .70 d3/4"@.25 INF. NFC.- 8.75 .20 VER d NFP -8.05 NFP - 4.85 .20 NFP - 4.85 CORTE A - A (CISTERNA) ELEVACION ESC. 1/25 5 .60 5 5Ø 3/8" d3/8"@.20 3.00 NFC. -8.75 d3/8"@.20 NFP - 4.85 .55 4d3/8" d3/8"@.20 NFP -8.05 1.00 d5/8" @.20 INF. d1/2"@0.25 NFC. -8.75 d1/2"@0.20 NFP - 4.85 4d1/2" d3/8"@.20 .60 5Ø 3/8" d3/8"@.20 d3/8"@.20 4d3/8" d3/8"@.20 .27 5 d5/8" @.20 INF. d1/2"@0.25 d1/2"@0.20 5 d3/8"@.20 d3/8"@.20 NFP -8.05 1.20 MIN. CORTE C - C ELEVACION ESC. 1/25 5 5 N.F.P. -6.45 N.F.P. -6.45 RELLENO .10 IV IV .30 x .60 4d1"+6d3/4" 3 ø3/8" @.20 .30 x .60 4d1"+6d3/4" 3 ø3/8" @.20 .30 x .60 4d1"+6d3/4" 3 ø3/8" @.20 IV IV IV .30 x .60 4d1"+6d3/4" 2 ø3/8" @.20 .30 x .60 4d1"+6d3/4" 2 ø3/8" @.20 III d MAYOR d MAYOR IV d MAYOR d MAYOR .30 x .60 10d3/4" 2 ø3/8" @.20 .30 x .60 8d3/4" 2 ø3/8" @.20 V .30 x .60 8d3/4" 2 ø3/8" @.20 V .30 x .60 8d3/4" 2 ø3/8" @.20 V .30 x .60 8d3/4" 2 ø3/8" @.20 V .30 x .60 8d3/4" 2 ø3/8" @.20 V .30 x .60 8d3/4" 2 ø3/8" @.20 V VER TIPO VI 3 ø3/8" @.20 4d3/4"+6d5/8" .25 x .95 d MAYOR d MAYOR V VI 3 ø3/8" @.20 4d3/4"+6d5/8" .25 x .95 VI 3 ø3/8" @.20 4d3/4"+6d5/8" .25 x .95 VI 3 ø3/8" @.20 4d3/4"+6d5/8" .25 x .95 VI 3 ø3/8" @.20 4d3/4"+6d5/8" .25 x .95 VI 3 ø3/8" @.20 4d3/4"+6d5/8" .25 x .95 16d3/4" 2 ø3/8" @.20+ VII 5 5 5 VII 5 2 ø3/8" @.20 .15 x .25 ø1/4" @.30 4d3/8" VIII VER TIPO 16d3/4" 2 ø3/8" @.20+ VII 2 ø3/8" @.20 .15 x .25 ø1/4" @.30 4d3/8" VIII VER TIPO 16d3/4" 2 ø3/8" @.20+ VII 2 ø3/8" @.20 .15 x .25 ø1/4" @.30 4d3/8" VIII VER TIPO 16d3/4" 2 ø3/8" @.20+ VII 2 ø3/8" @.20 .15 x .25 ø1/4" @.30 4d3/8" VIII VER TIPO 16d3/4" 2 ø3/8" @.20+ VII 2 ø3/8" @.20 .15 x .25 ø1/4" @.30 4d3/8" VIII VER TIPO 16d3/4" 2 ø3/8" @.20+ VII 2 ø3/8" @.20 d3/8"@.25 5 e. dD dC 5 3 d3/8"@.20 3 d3/8"@.20 dA+ PLACA P-1 ( VER CUADRO N°1 ) ESC. 1/25 dA+ 5 5 RESTO PISOS SOTANO ø E ø D ø C PISO 3° AL 5° ø A ø B PISO ø C U A D R O Nº 1 d3/8"@.20 d1/2"@.20 d3/8"@.25 d1/2"@.25 8d3/4" ø F 1° Y 2° 4d5/8" 4d3/4" ø H ø G 8d3/4" 8d3/4" d3/8"@.20 d3/8"@.25 e. 5 5 5 5 4 d3/8"@.20 dA+ ø3/8"@.25 dB+ 4d5/8" 4d3/4" 4d5/8" ø3/8"@.25 dB+ PLACA P-2 ( VER CUADRO N°1 ) ESC. 1/25 5 5 5 5 e 5 5 5 dC dD dE dD dC 5 dE dD dC PLACA P-3 ( VER CUADRO N°1 ) ESC. 1/25 dF+ 3 d3/8"@.20 4d5/8" 10d5/8" 6d3/4"+4d5/8" 6d3/4"+4d5/8" 6d3/4" 4d3/4"+2d5/8" 4d3/4"+2d5/8" 5 2 d3/8"@.20 dG + 5 5 5 5 5 5 5 dC dD dC dE dH+ 2 d3/8"@.20 dD VER d C-2 10d5/8" 6d5/8"+4d1/2" PLACA P-4 ( VER CUADRO N°1 ) ESC. 1/25 PISO d1/2"@.20 d1/2"@.25 8d3/4" 1° Y 2° 4d3/4" 4d3/4" 6d3/4"+4d5/8" 6d3/4" 10d5/8" e= 0.27 0.20 0.20 0.20 (POZO MONTACARGA / ASCENSOR ) B x T (VER PLANTA) e. 5 5 3 d3/8"@.20 dA+ ø3/8"@.25 dB+ d3/8"@.20 dB+ PLACA P-5 ( VER CUADRO N°1 ) ESC. 1/25 dD dC 3 d3/8"@.20 dA+ 5 5 e. e. 5 5 dE dD dC 2 d3/8"@.20 dG + PLACA P-6 ( VER CUADRO N°1 ) ESC. 1/25 5 e. 5 dD dC d3/8"@.20 dG + 5 d3/8"@.20 dG + PLACA P-7 ( VER CUADRO N°1 ) ESC. 1/25 dD dC 5 d3/8"@.20 d G+ e. 5 5 e. 5 d3/8"@.20 dB+ dC dD d G PLACA P-8 ( VER CUADRO N°1 ) ESC. 1/25 dG 5 5 5 5 5 5 5 5 VER ARQUIT. 5 dC dD dC dD dC dD VER d C-4 PLACA P-9 ( VER CUADRO N°1 ) ESC. 1/25 5 5 5 5 5 5 5 5 5 ø I 6d5/8" 4d3/4"+2d5/8" 4d3/4"+2d5/8" 6d5/8" dC dD 3 d3/8"@.20 dA+ 5 dE dD dC dE dD 5 3 d3/8"@.20 dA+ dC d3/8"@.20 dG + 5 5 dC d3/8"@.20 dG + PLACA P-10 ( VER CUADRO N°1 ) ESC. 1/25 5 5 5 5 5 5 5 dD dE dD dC dC dD dE dD dC dD 3 d3/8"@.20 dA+ 5 PLACA P-11 ( VER CUADRO N°1 ) ESC. 1/25 PLACA P-12 ( VER CUADRO N°1 ) ESC. 1/25 5 d3/8"@.20 dB+ d3/8"@.20 dE+ VER d C-4 dD .225 d3/8"@.20 dE+ 5 5 dC 5 2 d3/8"@.20 dG + 5 5 5 4 d3/8"@.20 dA+ 6d5/8"+4d1/2" 7.50 e. C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 C-7 .30 ZAPATA .20 .70 PROY. .10 .50 .70 .35 TIERRA SUELTA SECCION 1-1 .30 3.32 V.C-1 Y V.C-2 3.18 V.C-3 4.36 V.C-4 2.73 V.C-5 Y V.C-6 1.10 V.C-1 Y V.C-2 1.50 V.C-3 2.10 V.C-4 1.30 V.C-5 Y V.C-6 b x t .50 .70 3ø3/4" 2ø1/2" 1 TIERRA SUELTA d 3/8",1@.05,8@.15,Rto.@.30 EN C/EXT. V.C-1,V.C-2, V.C-3, V.C-4, V.C-5 Y V.C-6 ( 30 x .70 ) N.F.P. b x t .70 .20 .30 .80 B x T 2d 1/2" 3ø3/4" 3ø3/4" 4ø3/4" (VC-2 Y VC-5) .025 .30 ZAPATA .20 .70 PROY. .10 .50 .70 .35 TIERRA SUELTA SECCION 1-1 .30 2d 1/2" (VC-2 Y VC-5) .025 ESC. = 1/25 (VC-1, VC-3, VC-4 Y VC-6) ESC. = 1/25 N.F.P. N.F.P. PLACA P-3 5 5 5

Language	Spanish
Drawing Type	Detail
Category	Retail
Additional Screenshots
File Type	dwg
Materials	Concrete, Masonry, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Elevator, Parking
Tags	autocad, building, commercial, Design, DETAIL, details, DWG, mall, market, shopping, sizing, specifications, structural, supermarket, trade