Control House, Restaurant And Pool DWG Section for AutoCAD

Control House, Restaurant And Pool DWG Section for AutoCAD

Excavation plan; foundation of a control house of reinforced concrete structure, with detail of footings and columns, with sections of each; pool retaining walls, and excavation plan; beams and steel structures with details of joints.

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

accounting area, waiting room, monitoring and monitoring, boardroom, secretary, administration, s. m., s. h, warehouse, pool transition level, level of land, fill, unio zapata-trabe, trabe, counter-lock, die, shoe, plant, delivery, steel plate, mortar, leveling, detail a, metal pillar , section, z ”, bar, reception, multipurpose room, cto. of machines, room, bathroom, laundry, be of employees, almecen, wardrobe, ironing, and folded, loockers, lobby, exploration area, bar, s. s. men, s. s. ladies, iii, vii, viii, e ”, r ”, s.s.caballeros, s.s.damas, secreatria, cto. monitoring, nursing, empty, upstairs, rooftop plant, plant, plaza and pier, plaza, embassy, ​​dam ignacio ramirez, area a, foundation plant, a. accountant, kitchen, stay, employees, area of ​​s., food, dressing, shower, access, services, access, service, diners, s. ladies, s. men, court a-a ‘, ground floor, stay, kitchen, dining room, room, rooftop floor, sanitary, mezzanine, east elevation, north elevation, area b, control booth, section a-a’, section b-b ‘ , section a-a ‘, section b-b’, details, detail, garden, boleados edges, walker, variable length, castles, contratrabes, excavation plan, detail of excavations, upper armor, foundation plant, sand, ballast, pipe, detail of drainage, maximum depth for foundation, section children pool, water level, location of drains, hinge, weld, handles, anchor, detail staircase, details cover box revision, cr, transition zone, plant foundation, foundation and structure sizes, castle, fill with excavation material, foundation plane, structural detail, structural plan, facade cut, sanitary module, water body structure in sanitary, structural plan, structure sizes, trabes, materials:, columns and beams., the minimum free coating of the reinforcing steel shall be of, double of stirrups, rec. minimum rfzo. in castles and beams, of excavation sizes, pool, toilets, snack, structural floor of bathrooms and snack, power plant, bathrooms and snack, zapata run in pool, palapa foundation plant, palapa roof plant, court x -x ‘, template, northern section, shoe of armed concrete, with shoe by means of brackets, bolted and welded, column anchor, plate to weld and screw, elements between each other, metal beam, high strength, screw anchor, cord, for assembly, beam ipr, welding, front elevation, stiffener, side elevation, provicional angle, column for beam, termination plate, cord, anchor bolts, detail steel, steel, plate, plant structure of roofs, vestibule, union, shoe-column, anchor bolt, nut and lock nut, excavation plant, excavation details, restaurant, foundation details, mezzanine structure, plan structure, details foundation and structure, ipr column, between steel slab floor

Raw text data extracted from CAD file:

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H BODEGA A' 9.2 18.91 1.2 3.17 20.56 1 2 3 4 6 7 8 5 9 10 11 12 13 14 15 51.5 6.1 6.1 6.1 6.1 6.1 16 5 6.1 6.1 6.1 51.5 6.1 6.1 16 5 9.2 1 1 1 1.6 1.6 1 1 1 10 3.06 3.94 1.35 3.5 28.1 7 1.15 1.05 3.55 1.8 2.55 11 8.8 1.6 1.6 1.5 5.75 1.65 1.75 9.5 4.5 8 12 20.27 5.25 7.77 32 4 4 4 2.6 2.7 2.7 3.5 2.5 6 N±0.000 2.05 30.97 12.79 6.90 11.25 34.77 6.00 5.77 2.23 3.72 2.95 1.5 1.55 1.05 2.69 3.00 10 2.6 3 2 A X 11 7 2 6 2 2 1 2 9 7 2 6 2 9 2 1 3 2 1 10 2 5 1 2 9 7 2 6 2 4 3 3 7 1 10 2 1 3 2 1 12 2 5 1 2 8 6 2 6 2 4 4 3 7 1 2 9 2 1 3 2 1 10 2 5 1 2 9 7 2 6 2 4 3 3 7 1 2.26 2.4 2.68 30.97 12.79 6.90 11.25 26.05 4.50 11.55 4.00 2.00 34.77 6.00 5.77 2.23 3.72 2.95 1.5 1.55 1.05 2.25 3.00 10.00 7.90 2.05 2.10 8.50 2.00 4.00 2.00 2.42 1.58 7.55 2.00 8.5 4 2 26.05 4.5 11.55 4 2 2 2 2.42 1.58 7.55 30.97 34.77 12.79 6.93 11.25 4.95 12.82 2.23 14.77 26.05 2.00 8.00 7.55 4.00 4.50 5.77 6.00 6.00 6.1 6.1 6.1 45.91 6.1 6.1 6.1 6.1 6.1 11.6 3.80 9.2 1 1 1.6 45.91 6.1 6.1 11.6 1.6 1 1 1 3.80 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 3.28 13.13 6 10.6 8.40 2.20 26.05 4.5 10.13 2.46 1.84 5.79 30.97 12.79 6.90 11.25 26.05 4.5 10.13 2.46 1.84 5.79 34.77 6 5.77 2.23 3.72 2.95 1.5 1.55 1.05 2.25 3 10 1.39 1.2 1.2 2.78 1.03 1.2 1.2 2.05 1.2 1.03 1 1.40 1.42 2 3 2 51.5 6.1 6.1 6.1 6.1 6.1 16 5 51.5 6.1 6.1 6.1 6.1 6.1 16 5 9.2 1 1 1 1.6 1.6 1 1 1 6.1 6.1 6.1 6.1 6.1 5 51.5 6.1 6.1 6.1 6.1 6.1 16 5 9.2 1 1 1 1.6 1.6 51.5 16 1 1 1 0.59 R10.6 R10.6 R10.8 892.16 3.33 3.28 13.45 11.36 5.74 1.37 2.00 2.37 3.35 10.6 2.95 1.65 4.15 1.85 2.05 4.9 1.2 2.5 10.65 0.80 m. 1.20 m. 0.20 m. 0.35 m. 2.05 6.1 2.5 10.65 1.85 0.10 0.10 0.30 0.20 0.50 0.70 .15 0.30 60 0.10 0.30 0.20 .15 0.30 60 0.10 0.20 1.85 1.32 0.12 0.12 2.95 1.65 2.05 6.1 2.5 10.65 10.6 4.6 1.85 4.15 1.2 10.6 4.15 1.85 2.05 4.9 2.5 10.65 0.15 0.25 0.12 0.20 0.30 0.25 0.20 0.15 0.20 0.30 0.12 0.20 3.5 0.75 2 0.75 5.74 1.37 2.00 3.35 3.35 5.74 2.37 1.37 2.00 2.37 3.5 0.75 2 0.75 5.74 1.37 2.00 3.35 3.35 5.74 2.37 1.37 2.00 4.74 2.37 2.37 3.35 3.35 4.74 2.37 2.37 2.37 1.20 m. 0.80 m. 0.20 m. 0.35 m. 0.15 0.25 0.25 0.25 Est.#2 @10 cm. H/2 60 cm. Est.#2 @15 cm. H 60 cm. Est. # 2 @10 cm Est.#2 @15 cm. R6.5 R5.2 R8.2 R4.27 R5.26 R10.72 R9.64 R14.37 R14.37 R10.72 R9.64 1.90 0.90 0.50 0.50 0.40 0.90 0.30 1.50 MIN. 0.25 0.30 0.90 5 a 10 cm 0.20 1.50 1.90 1.2 0.2 1.4 1.2 0.2 1.4 2.3 0.2 0.3 1.00 0.2 16 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.14 0.14 0.14 1.2 0.2 1.4 1.87 0.2 0.3 0.14 1.2 0.2 2.3 2.06 0.2 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 0.3 \A1;0.30 \A1;0.30 \A1;0.60 \A1;0.60 \A1;0.50 \A1;0.50 0.2 23.36 7.65 2.18 19.34 90° 22° 90° R6.3 R5 R7 R7.88 R8 R9.86 R4.47 R5.46 3.7 3.80 1.2 2 2 9.00 2.50 3.7 2.5 7.4 1.20 3.7 10.4 4.90 3.01 7.40 9.05 2 2 1.2 3.85 4 R 15.50 R 14.75 2 4 3.7 1.20 7.40 9.05 2 1.2 3.85 3.7 2.5 3.7 3.5 0.75 2 0.75 5.74 1.37 2.00 3.35 3.35 5.74 2.37 1.37 2.00 2.37 0.5 0.6 0.20 0.30 0.12 0.15 0.6 0.5 0.75 0.75 0.30 0.30 0.15 0.12 0.34 0.25 0.25 0.32 0.32 0.34 0.25 0.25 0.80 0.80 0.80 0.10 0.10 0.50 0.30 0.30 2.95 1.65 2.05 6.1 2.5 10.65 10.6 4.6 1.85 4.15 1.2 10.6 4.15 1.85 2.05 4.9 2.5 10.65 2.95 1.65 2.05 6.1 2.5 10.6 10.65 4.15 4.6 1.85 1.2 10.6 4.15 4.9 1.85 2.05 10.65 2.5 0.30 0.30 0.12 0.25 0.25 0.32 0.32 0.34 0.25 0.25 0.30 0.30 0.15 0.2 0.25 0.25 0.32 0.32 0.34 0.25 0.25 0.80 0.80 0.15 0.34 0.80 0.80 0.34 0.80 0.10 0.10 0.50 0.30 0.25 0.25 H/2 60 cm. Est.#2 @15 cm. H 60 cm. Est. # 2 @10 cm Est.#2 @15 cm. Est.#2 @10 cm. 0.18 0.12 0.12 0.15 0.15 0.20 0.12 0.15 0.12 0.18 0.12 0.12 0.15 0.18 0.15 0.20 0.12 0.15 0.12 0.18 C 10D D 2.5CM 2.5CM 3.80 1.2 2 2 9.00 2.50 3.7 10.4 4.90 3 7.40 9.05 2 2 1.2 3.85 4 7.4 3.7 2.5 1.20 3.7 R14.23 R16.03 R8.59 R10.39 R9.67 R11.47 R15.28 R9.64 R10.72 R8.2 R6.5 R5.2 R4.27 R5.26 NIVEL DE TRANSICION DE ALBERCA NIVEL DE TERRENO RRELLENO -489.0386184878121 -489.0386184878121 -489.0386184878121 -489.0386184878121 -489.0386184878121 -489.0386184878121 -489.0386184878121 -489.0386184878121 13.31 3.85 1.2 2 2 4.25 10.4 2.50 4.90 3.01 7.4 4.25 1.50 1.00 1.50 1.50 .45 0.30 .30 0.25 UNIO ZAPATA- TRABE TRABE CONTRA-TRABE DADO ZAPATA 0.15m 0.15m 2 VAR. No. 3 1 VAR. No. 4 E. No.2 \H1.0833x;@ 20 cm. TRABE T-1 CONCRETO F'C=250 KG/CM2 0.5 0,4 7.08 3.54 3.54 3.54 3.54 7.08 3.54 3.54 7.08 3.54 3.54 7.08 3.54 3.54 7.08 3.54 3.54 7.08 4.12 4.12 1.52 1.7 0.5 0.4 1.52 1.7 PLANTA 20.00 25.00 27.00 0.10 12.00 12.00 35.00 PLANTA 25.00 27.00 35.00 20.00 1.50m 0.50m. 0.50m. 0.50m. 0.10cm 0.15cm 1.80m ZAPATA Z-2 PLANTILLA DE CONCRETO POBRE F'C=100KG/CM2 CONCRETO F'C=250KG/CM2 VAR. No.5 @15cm A.S. DE REPARTO PLACA DE ACERO MORTERO DE NIVELACION DETALLE A HEA 280 PILAR METALICO SECCION 1.50m 0.50m. 0.50m. 0.50m. 0.10cm 0.15cm 1.80m ZAPATA Z-1 PLANTILLA DE CONCRETO POBRE F'C=100KG/CM2 CONCRETO F'C=250KG/CM2 VAR. No.5 @15cm A.S. DE REPARTO PLACA DE ACERO MORTERO DE NIVELACION DETALLE A HEA 280 PILAR METALICO SECCION 34.77 6.00 5.77 2.23 3.72 2.95 1.5 1.55 1.05 2.69 3.00 2.05 2.26 26.05 4.5 11.55 4 2 8.5 2 4 2 2.42 1.58 7.55 2 5.77 6.00 6.00 2.26 26.05 4.5 11.55 4 2 8.5 2 4 2 2.42 1.58 7.55 2 5.77 6.00 6.00 34.77 6.00 5.77 2.23 3.72 2.95 1.5 1.55 1.05 2.69 3.00 2.05 26.05 4.5 11.55 4 2 8.5 2 4 2 2.42 1.58 7.55 2 5.77 6.00 6.00 34.77 6.00 5.77 2.23 3.72 3.00 2.05 2.26 26.05 4.5 11.55 4 2 8.5 2 4 2 2.42 1.58 7.55 2 5.77 6.00 6.00 18.18 6.90 11.25 31.77 6.00 5.77 2.23 3.72 2.95 1.5 1.55 1.05 2.69 10.00 5.00 5.00 2.05 5.00 5.00 10.00 5.00 5.00 10.00 1.90 1.50 1.50 0.90 0.55 0.40 0.45 0.30 30.97 6.90 11.25 6.90 10.00 5.00 5.00 30.97 6.90 11.25 6.90 30.97 6.90 11.25 34.77 6 5.77 2.23 3.72 2.95 1.5 1.55 1.05 2.25 3 2.05 34.77 6 5.77 2.23 3.72 2.95 1.5 1.55 1.05 2.25 3 2.05 1.2 3.8 1.32 5 3 2' 2 1' 1 6 7 A B C D E F G H I L a b c d f r s s' t v w x y z z' z'' 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 B B NPT.+00.00 SALA DE ESPERA M.S.N.M. 2553.50 NPT.+0.00 BAR NPT.+00.00 NPT.+00.00 RECEPCION SALON DE USOS MULTIPLES NPT.+00.00 CTO. DE MAQUINAS NPT.+00.00 HABITACION NPT.+00.00 BAÑO NPT.+00.00 LAVANDERIA NPT.+00.00 ESTAR DE EMPLEADOS NPT.+00.00 BODEGA NPT.+00.00 ALMECEN ALMECEN NPT.+00.00 Guardarropa Planchado y Doblado LOOCKERS VESTIBULO Area de exploracion BAÑO BARRA B S. S. HOMBRES NPT.+00.00 S. S. DAMAS NPT.+00.00 d' e e' u 3' 4 4' B M.S.N.M. 2553.50 M.S.N.M. 2553.00 r q p o n m l k I II III IV V VI VII VIII IX b b' d g r s s' t d' B t' G L e'' r' r'' SALA DE ESPERA AREA CONTABLE S.S.CABALLEROS S.S.DAMAS SECREATRIA SALA DE ESPERA CTO. DE MONITOREO SALA DE JUNTAS ENFERMERIA VACIO 5 2 7 A G I L r y z z' z'' M.S.N.M. 2553.50 1 b d g t 5 2 1 y 1' a M.S.N.M. 2554.00 PLANTA ALTA PLANTA DE AZOTEAS PLANTABAJA PLAZA Y EMBARCADERO q p o n m l k r 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 S. S. HOMBRES NPT.+00.00 S. S. DAMAS NPT.+00.00 Area de exploracion BAÑO ENFERMERIA PLAZA EMBACRADERO PRESA IGNACIO RAMIREZ ZONA A PLAZA EMBACRADERO PRESA IGNACIO RAMIREZ EMBACRADERO 5 3 2' 2 1' 1 6 7 A B C D E F G H I L a b c d f r s s' t v w x y z z' z'' 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 d' e e' u 3' 4 4' PLANTA DE CIMENTACION 5 5 6.90 5 5 <>.00 5 5 5 5 5 5 5 5 <>.00 5 5 5 5 5 B S B B NPT.+00.00 SALA DE ESPERA SALA DE ESPERA A. CONTABLE COCINA ESTANCIA EMPLEADOS ESTANCIA ESTANCIA AREA DE S. ALIMENTOS BAÑO VESTIDOR REGADERA CTO. DE MAQUINAS ACCESO DE SERVICIOS ACCESO DE SERVICIOS VACIO VACIO NPT.+00.00 COMENSALES NPT.+00.00 COMENSALES NPT.+00.00 COMENSALES NPT.+00.00 S. DAMAS NPT.+00.00 S. HOMBRES S B C E F 9.00299639767536 7.002996397674906 2.000000000000455 6.0 1.999999999999545 A CORTE A-A' B C E F 1 2 3 4 5 b c d f g 5 5 5 5 5 5 5 5 5 5 5 9.00299639767536 7.002996397674906 2.000000000000455 6.0 1.999999999999545 5 5 5 5 A 5 PLANTA BAJA Estancia Cocina Comedor B C E F 1 2 3 4 5 b c d e f g 5 5 5 5 5 5 5 5 5 5 5 9.00299639767536 7.002996397674906 2.000000000000455 6.000000000000227 1.999999999999318 5 5 5 5 A 5 A A A HABITACIÓN 5 5 5 5 5 5 5 5 5 5 5 7.999999999999318 5.999999999999318 2.0 6.0 1.999999999999318 5 5 5 5 5 5 Planta Azoteas B C E F 1 2 3 4 5 b c d e f g Sanitario S ENTREPISO B C E F 11.00299639767582 7.002996397674906 2.000000000000455 6.0 1.999999999999545 A ALZADO ORIENTE F 2.000000000000455 1.002996397675815 2.000000000000455 ALZADO NORTE 8 7 6 5 4a 4 3a 3 2b 2a 2 1b 1a 1 j i h g f e d c b a w 5 5 x y z I H G F E D C B A 5 5 6.90 5 5 <>0 5 <>.00 <>.00 5 <>.00 5 5 5 5 5 5 5 5 <>.00 10.00 7.90 5 8 7 6 5 4 3a 3 2b 2a 2 1b 1a 1 j i h g f e c b a w 5 2.10 x y z I B' A <>0 2.00 <>.00 <>.00 5 5 5 <>.00 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 8 5 4 1b 1 j i c b a w x y z e 5 5 5 5 5 5 5 5 <>.00 <>.00 5 <>.00 <>0 I A 5 <>.00 <>.00 EMBACRADERO PRESA IGNACIO RAMIREZ r q p o n m l k I II III IV V VI VII VIII IX q p o n m l k r 5 5 5 5 5 5 5 5 5 5 5 5 5 5 3.80 5 5 5 5 5 5 5 5 3.80 5 5 5 5 5 5 5 5 5 5 5 PLAZA Y EMBARCADERO ZONA B 5 5 8.40 2.20 A B C D 5 5 2.00 5 HABITACION CASETA DE CONTROL BAÑO a b 5 CASETA DE CONTROL SECCION A-A' SECCION B-B' 1 3 4 5 6 5 5 5 5 5 A B C D E 5 5 5 5 5 SECCION A-A' SECCION B-B' EX-02 EX-02 0.80 m. 1.20 m. 0.20 m. 0.35 m. Z-1 5 6 b 5 D A B C 5 E 5 5 5 l ll DETALLES DETALLE DETALLE 01 01 0.10 0.10 0.30 0.20 0.50 0.70 JARDIN BORDES BOLEADOS ANDADOR .15 DETALLE 02 0.30 60 0.10 0.30 0.20 DETALLE 02 JARDIN BORDES BOLEADOS .15 0.30 60 0.10 0.20 1.85 1.32 0.12 0.12 CONCRETO F'C=200KG/CM2 VAR # 3 \H1.0833x;@ 20 CM VAR # 3 \H1.0833x;@ 15 CM VAR # 3 \H1.0833x;@ 20 CM VAR # 3 \H1.0833x;@ 15 CM A B C D E 1 3 4 5 6 a b 5 5 5 5 5 5 5 5 5 A B C D E 5 5 5 5 1 4 5 6 5 5 5 5 5 l ll TR1 TR-2 TR1 TR1 TR-1 TR1 TR1 TR1 TR1 TR1 TR1 TR1 TR1 TR1 TR1 TR1 TR1 TR1 TR1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-2 K-1 TR1 K-1 K-2 6V#3 Est#2 TR-1 4V#3 Est#2 TR-2 CONCRETO F'C=200 CONCRETO F'C=200 0.15 0.25 0.12 0.20 Est#2\H1.0833x;@ 5 CM. Est#2\H1.0833x;@ 5 CM. Est#2\H1.0833x;@ 10 CM. LONGITUD VARIABLE \A1;\S1/8;\H1.4286x;L \A1;\S1/8;\H1.4286x;L \A1;2/8L CONCRETO F'C=200 0.30 0.25 Est#2\H1.0833x;@ 5 CM. Est#2\H1.0833x;@ 5 CM. Est#2\H1.0833x;@ 10 CM. LONGITUD VARIABLE \A1;\S1/8;\H1.4286x;L \A1;\S1/8;\H1.4286x;L \A1;2/8L CONCRETO F'C=200 0.20 0.15 TRABE TR-2 6V#3 Est#2 CT-1 4V#3 Est#2 CT-2 CONCRETO F'C=250 CONCRETO F'C=250 0.20 0.30 0.12 0.20 CASTILLOS CONTRATRABES TRABE TR-1 4 3 A a b II I B 2 1 C D 5 5 5 5 5 5 2.00 5 5 A B C D 5 5 5 2.00 5 PLANO DE EXCAVACION 4 3 A a b II I B 2 1 C D 5 5 5 5 5 5 2.00 5 5 A B C D 5 5 5 2.00 a b II I C D 5 5 5 5 5 C D 5 5 5 A' D 5 PLANTA ALTA ENTREPISO CR1 CR1 CR1 CR1 CR1 CR1 CR1 VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS \W2.00000; EX-01 \W2.14286; EX-02 0.80 m. 1.20 m. 0.20 m. 0.35 m. DETALLE DE EXCAVACIONES 6V#3 Est#2 TR-1 CONCRETO F'C=200 0.15 0.25 Est#2\H1.0833x;@ 5 CM. Est#2\H1.0833x;@ 5 CM. Est#2\H1.0833x;@ 10 CM. LONGITUD VARIABLE \A1;\S1/8;\H1.4286x;L \A1;\S1/8;\H1.4286x;L \A1;2/8L CONCRETO F'C=200 0.25 0.25 CR1 CR1 CR1 CR1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 \W7.84524; SEPARACION DE ESTRIBOS EN COLUMNAS Est.#2 @10 cm. H/2 60 cm. Est.#2 @15 cm. H 60 cm. Est. # 2 @10 cm Est.#2 @15 cm. EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 ARMADURA SUPERIOR 5 5 5 5 5 VAR # 3@ 40 cm. 22 VAR # 3@ 30 cm. 12 VAR # 3@ 30 cm. VAR # 3@ 40 cm. 16 VAR # 3@ 30 cm. VAR # 3@ 40 cm. CENTRO 1 CENTRO 3 CENTRO 2 5 5 5 CENTRO 1 CENTRO 3 CENTRO 2 5 5 5 VAR # 3@ 40 cm. VAR # 3@ 30 cm. PLANTA DE CIMENTACION \W9.28769; Z-01 ZAPATA CORRIDA MURO DE CONTENSION ZAPATA CORRIDA Z-01 Arena Lastre Tubo de Drenaje D=110 mm L=1 m MIN. 0.25 0.30 0.90 5 a 10 cm 0.20 DETALLE DE DRENAJE PROFUNDIDAD MAXIMA PARA CIMENTACION 1.50 mts. EN ZONA CON MAYOR PENDIENTE EX-01 1.50 1.90 A A SECCION PISCINA NIÑOS 5 5 5 1.00 5 5 5 5 5 5 5 5 VAR # 3@ 40 cm. VAR # 3@ 30 cm. CONCRETO F'C=250kg/cm2 VAR # 3@ 40 cm. VAR # 3@ 30 cm. 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 5 NIVEL DE AGUA SECCION A-A' 5 5 5 5 5 5 VAR # 3@ 30 cm. CONCRETO F'C=250kg/cm2 VAR # 3@ 40 cm. 5 5 NIVEL DE AGUA 5 5 5 5 5 5 NIVEL DE AGUA 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 VAR # 3@ 30 cm. VAR # 3@ 40 cm. VAR # 3@ 30 cm. VAR # 3@ 40 cm. UBICACION DE DRENES LONG. 8.00 PEND. 1 % LONG. 8.00 PEND. 1 % LONG. 7.70 PEND. 1 % LONG. 7.70 PEND. 1 % LONG. 9.00 PEND. 1 % TAPA DE TOL (e=6mm) 0.50 * 0.50 BISAGRA 50mm PLATINA (e=3mm) SUELDA 50*50mm ASAS TAPA DE TOL (e=6mm) 0.60 * 0.60 BISAGRA ASAS ÁNGULO (e=6mm) 50*50mm BISAGRA BISAGRA 0.60 0.60 0.50 0.50 ANCLAJE 0.30 0.30 d 3/4 HG. DETALLE ESCALERA DETALLES TAPA CAJA REVISIÓN BISAGRA ÁNGULO (e=6mm) C.R. 60x60 LONG. 8.00 PEND. 1 % LONG. 7.70 PEND. 1 % LONG. 9.00 PEND. 1 % 5 ZONA DE TRANSICION 5 5 5 5 5 5 5 CENTRO 1 CENTRO 3 CENTRO 2 5 5 5 5 5 5 5 5 VAR # 3@ 40 cm. VAR # 3@ 30 cm. A A VAR # 3@ 20 cm. Muro de tabicón de 10x12x28cm. junteado con mortero cemento-arena proporción 1:4 CC - 1 Piso de concreto f'c=200 kg/cm2 de 10 cm de espesor CC - 1 CC - 1 CC - 1 Impermeabilizante SBS modificado marca sika de 5mm. de espesor, color terracota, previa preparación de la superficie 2% pendiente CC - 1 Losa maciza de concreto f 'c=250 kg/cm2. de 12cm. de espesor Losa maciza de concreto f 'c=250 kg/cm2. de 12cm. de espesor \W9.36856; Entortado de mortero cemento \W9.39218; cal arena proporcion 1:1:6 espesor \W9.39562; de 5 cm. sobre relleno de tepojal \W9.39734; seco CC - 1 CC - 1 losa maciza de concreto f 'c=250 kg/cm2. de 12cm. de espesor Impermeabilizante SBS modificado marca sika de 5mm. de espesor, color terracota, previa preparación de la superficie 2% pendiente losa maciza de concreto f 'c=250 kg/cm2. de 12cm. de espesor Entortado de mortero cemento cal arena proporcion 1:1:6 espesor de 5 cm. sobre relleno de tepojal seco CC - 1 CC - 1 muro de tabicón de 10x12x28cm. junteado con mortero cemento-arena proporción 1:4 Muro de tabicón de 10x12x28cm. junteado con mortero cemento-arena proporción 1:4 Impermeabilizante SBS modificado marca sika de 5mm. de espesor, color terracota, previa preparación de la superficie Losa maciza de concreto f 'c=250 kg/cm2. de 12cm. de espesor Entortado de mortero cemento cal arena proporcion 1:1:6 espesor de 5 cm. sobre relleno de tepojal seco Entortado de mortero cemento cal arena proporcion 1:1:6 espesor de 5 cm. sobre relleno de tepojal seco CC - 1 CC - 1 CC - 1 CC - 1 CT - 1 CT - 1 CT - 1 CT - 1 Piso de concreto f'c=200 kg/cm2 de 10 cm de espesor CT - 1 CT - 1 CT - 1 CT - 1 Muro de tabicón de 10x12x28cm. junteado con mortero cemento-arena proporción 1:4 Muro de tabicón de 10x12x28cm. junteado con mortero cemento-arena proporción 1:4 CC - 1 CC - 1 CC - 1 Impermeabilizante SBS modificado marca sika de 5mm. de espesor, color terracota, previa preparación de la superficie Losa maciza de concreto f 'c=250 kg/cm2. de 12cm. de espesor Entortado de mortero cemento cal arena proporcion 1:1:6 espesor de 5 cm. sobre relleno de tepojal seco CT - 1 CT - 1 CT - 1 Piso de concreto f'c=200 kg/cm2 de 10 cm de espesor Piso de concreto f'c=200 kg/cm2 de 10 cm de espesor A B C E F A B D 1 2 3 4 5 1 2 3 4 5 6 3.80 5 5 5 9.00 5 2.50 4.90 5 7.40 5 5 5 5 5 5 5 5 5 5 1.20 5 B' C B' \W5.16667; Z-02 \W6.04762; ZAPATA CORRIDA EX-01 EX-01 EX-01 CT-02 CT-02 CT-01 CT-01 CT-03 CT-01 CT-01 CT-01 CT-01 CT-01 CT-01 CT-02 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 EX-06 EX-06 F CT-02 CT-01 CT-01 Z-03 Z-03 Z-03 Z-03 Z-03 Z-03 Z-05 Z-04 Z-04 Z-04 Z-04 Z-04 Z-05 Z-04 Z-05 Z-05 Z-04 Z-04 Z-04 Z-05 Z-04 K-01 K-01 K-01 K-01 K-01 K-01 K-01 K-01 K-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 CT-03 CT-03 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 CT-03 Z-04 Z-04 Z-04 Z-04 Z-05 Z-05 Z-05 Z-04 Z-04 Z-05 CT-03 CT-03 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 Z-05 K-02 K-02 K-02 R 15.50 R 14.75 7.40 5 5 5 5 5 5 5 5 5 1.20 5 EX-01 EX-01 EX-01 CT-02 CT-01 CT-01 CT-03 CT-01 CT-01 CT-01 CT-01 CT-01 EX-06 CT-02 CT-01 CT-01 Z-03 Z-03 K-01 K-01 C-01 T-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 C-01 K-03 K-03 K-03 K-03 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 CC-03 K-02 K-02 CC-03 CC-03 CC-03 VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS A B C D 1 2 3 4 5 6 B' CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 K-03 K-03 K-03 K-03 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 K-02 CC-03 K-02 K-02 CC-03 CC-03 CC-03 VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 CC-03 A B 1 2 3 4 5 B' C VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS VAR # 3 \H1.0833x;@ 15 CM. AMBOS SENTIDOS 1:100 1:150 1:200 1:225 1:250 1:125 1:175 1:.75 \W4.07143; EXCAVACION \W4.07143; EXCAVACION PLANO DE EXCAVACION CASETA DE CONTROL \W4.97619; ESCALA 1:100 4 3 2 1 5 5 5 5 Z-1 K-1 Z-1 Z-1 Z-1 K-1 K-1 K-1 K-2 K-2 CT-2 CT-2 CT-1 CT-1 CT-1 CT-1 PLANTA CIMENTACION CT-1 K-1 K-2 K-2 Z-2 Z-2 CT-1 CT-1 CT-1 Z-1 A a b II I B C D 5 5 2.00 5 5 A B C D 5 5 5 2.00 5 6V#3 Est#2 CT-1 CONCRETO F'C=200 0.20 0.30 DE TALLES DE CIMENTACION Y ESTRUCTURA 0.12 0.15 4V#3 Est#2 K-1 CASTILLO 6V#3 Est#2 K-2 5 5 5 5 5 5 0.80 0.80 0.30 0.30 0.15 0.12 0.34 0.25 0.25 0.32 0.32 0.34 0.25 0.25 ZAPATA Z-1 VAR # 3 @ 10 CM. CONCRETO F'C=250kg/cm2 \W8.49063; 7 VAR # 3 @ 15 cm. \W9.12457; Ambos Sentidos 0.80 ZAPATA Z-1 Plantilla de 5 cm. de espesor concreto F'C=150 kg/cm.2 0.10 0.10 0.50 concreto F'C=250 kg/cm.2 Est. # 2 \H1.0833x;\C251;\c3355443;@15 cm para Dado 4 var. # 3 Relleno con material producto de excavacion 4 var. # 3 Est. # 2 \H1.0833x;\C251;\c3355443;@10 cm. \W8.49063; 7 VAR # 3 @ 15 cm. \W9.12457; Ambos Sentidos CONTRATRABE CT-1 \W4.85714; CONTRATRABE CASTILLO Est#2\H1.0833x;@ 5 CM. Est#2\H1.0833x;@ 5 CM. Est#2\H1.0833x;@ 10 CM. LONGITUD VARIABLE \A1;\S1/8;\H1.4286x;L \A1;\S1/8;\H1.4286x;L \A1;2/8L CONCRETO F'C=200 0.30 0.30 PLANO DE CIMENTACION CASETA DE CONTROL \W4.97619; ESCALA 1:100 DETALLE ESTRUCTURALES CT-1 \W4.85714; CONTRATRABE \W2.14286; TRABE TR-1 \W2.14286; TRABE PLANO ESTRUCTURALES CASETA DE CONTROL \W4.97619; ESCALA 1:100 CORTE POR FACHADA CASETA DE CONTROL \W4.97619; ESCALA 1:100 5 C A B C D E 1 3 4 5 6 b 5 5 5 5 5 5 5 5 D A B 5 E 5 5 5 1 5 4 5 6 5 5 5 5 l ll 2 EX-01 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 PLANO DE EXCAVACION DETALLE DE EXCAVACIONES PLANO DE EXCAVACION MODULO DE SANITARIOS \W4.97619; ESCALA 1:125 PLANTA CIMENTACION DE TALLES DE CIMENTACION Y ESTRUCTURA PLANO DE CIMENTACION \W4.97619; ESCALA 1:125 A B C D E 1 3 4 5 6 b 5 5 5 5 5 5 5 5 5 D A B C 5 E 5 5 5 1 5 4 5 6 5 5 5 5 l ll 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 Z-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-1 K-2 K-2 K-2 K-3 K-3 K-2 K-2 CT-1 CT-1 CT-1 CT-2 CT-1 CT-1 Z-1 CT-1 CT-1 CT-1 CT-1 CT-2 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 K-2 K-2 K-1 K-1 K-1 K-2 MODULO DE SANITARIOS PLANO DE EXCAVACION MODULO DE SANITARIOS \W4.97619; ESCALA 1:125 PLANO DE CIMENTACION \W4.97619; ESCALA 1:125 MODULO DE SANITARIOS 0.80 0.80 0.30 0.30 0.15 0.12 0.34 0.25 0.25 0.32 0.32 0.34 0.25 0.25 0.80 0.80 0.30 0.30 0.15 0.2 zapata- K-3 0.34 0.25 0.25 0.32 0.32 0.34 0.25 0.25 ZAPATA Z-1 ZAPATA Z-1 zapata- K-1 0.80 Plantilla de 5 cm. de espesor concreto F'C=150 kg/cm.2 0.10 0.10 0.50 concreto F'C=250 kg/cm.2 Est. # 2 \H1.0833x;\C251;\c3355443;@15 cm para Dado 4 var. # 3 Relleno con material producto de excavacion 4 var. # 3 Est. # 2 \H1.0833x;\C251;\c3355443;@10 cm. \W8.49063; 7 VAR # 3 @ 15 cm. \W9.12457; Ambos Sentidos CONTRATRABE CT-1 ZAPATA Z-1 0.30 0.25 0.25 ESTRUCTURA DE CUERPO DEAGUA EN SANITARIOS 2 VAR# 3 / G# 2 20 cm@ Malla electrosoldad 6.6/10.10 \W9.36508; SEPARACION DE ESTRIBOS CASTILLOS Est.#2 @10 cm. H/2 60 cm. Est.#2 @15 cm. H 60 cm. Est. # 2 @10 cm Est.#2 @15 cm. CC - 1 CC - 1 PLANO ESTRUCTURAL \W4.97619; ESCALA 1:125 MODULO DE SANITARIOS TRABE TR-2 TR-2 TRABE TR-1 0.15 0.20 4V#3 Est#2 K-1 0.12 0.12 4V#3 Est#2 K-3 6V#3 Est#2 K-2 0.15 0.12 0.12 0.18 CASTILLOS 0.15 0.18 0.15 0.20 4V#3 Est#2 K-1 0.12 0.12 4V#3 Est#2 K-3 6V#3 Est#2 K-2 0.15 0.12 0.12 0.18 0.15 0.18 DE TALLES DE ESTRUCTURA TRABES - MALLA ELECTROSOLDADA Fy = 5000 KG/CM2 - ALAMBRON VAR#2 Fy = 2530 KG/CM2 CLASE 1 F'C= 250 KG/CM2 T.M.A. 20MM * CONCRETO EN CIMENTACION, COLUMNAS, TRABES, LOSAS Y MUROS * ACERO DE REFUERZO: - VAR#3 O MAYOR DIAMETRO Fy = 4200 KG/CM2 * CONCRETO EN CASTILLOS, CERRAMIENTOS Y FIRMES: f'c = 200 KG/CM2 T.M.A. 20 MM MATERIALES: 3 CMS EN CIMENTACION, 1.5 CMS EN LOSAS Y 2.50 CMS EN COLUMNAS Y TRABES. EL RECUBRIMIENTO LIBRE MINIMO DEL ACERO DE REFUERZO SERA DE 10D D DOBLES DE ESTRIBOS 2.5CM 2.5CM REC. MINIMO DE RFZO. EN CASTILLOS Y TRABES A B C E F A B D 1 2 3 4 5 1 2 3 4 5 6 3.80 5 5 5 9.00 5 2.50 4.90 5 7.40 5 5 5 5 5 5 5 5 5 5 1.20 5 B' C B' EX-01 EX-02 5 5 5 5 5 5 5 5 5 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-02 EX-02 EX-02 EX-02 EX-02 EX-02 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-06 EX-02 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-04 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-05 EX-04 EX-04 EX-04 EX-04 EX-04 EX-06 F EX-04 EX-04 1:125 1:100 DE TALLES DE EXCAVACIONES PLANO DE EXCAVACION ALBERCA \W4.97619; ESCALA 1:200 ALBERCA SANITARIOS SANITARIOS SNACK PLANO DE CIMENTACION ALBERCA \W4.97619; ESCALA 1:250 ARMADURA SUPERIOR 5 5 5 5 5 VAR # 3@ 40 cm. 22 VAR # 3@ 30 cm. 12 VAR # 3@ 30 cm. VAR # 3@ 40 cm. 16 VAR # 3@ 30 cm. VAR # 3@ 40 cm. A A PLANO ESTRUCTURAL ALBERCA \W4.97619; ESCALA 1:250 Z1 Z2 Z3 Z4 Z5 Z1 Z2 Z3 Z4 Z5 Z1 Z2 Z3 Z4 Z5 5 5 5 5 5 4.25 5 2.50 4.90 5 5 4.25 \W4.97619; ESCALA 1:100 PLANTA DE AZOTEAS ESTRUCTURAL DE BAÑOS Y SNACK PLANTA DE ACIMENTACION, BAÑOS Y SNACK ZAPATA CORRIDA Z-01 ZAPATA CORRIDAN EN ALBERCA 1.50 1.00 PROFUNDIDAD MAXIMA PARA CIMENTACION 2.00 mts. EN ZONA DE SNACK EX-02 1.50 1.50 EX-04 .45 0.30 EX-03 .30 0.25 EX-05 PLANO DE CIMENTACION ALBERCA PLANTA DE CIMENTACION PALAPA B A C 2 3 1 5 5 5 5 5 5 PLANTA DE AZOTEAS PALAPA B A C 2 3 1 5 5 5 5 5 5 .25m .025m .30m .025m .15m .025m .15m 2 VAR. No. 3 2 VAR. No. 3 E. No.2 \H1.0833x; @ 20 cm. CONTRATRABE CT-1 .30m .025m 0.90 cm 0.10cm 0.15cm 0.50m 0.25cm 0.325 0.325 CONTRA-TRABE ZAPATA Z-1 PLANTILLA DE CONCRETO POBRE F'C=100KG/CM2 ESTR. DEL No. 2 @10 CM 4 VAR. DEL No. 3 CONCRETO F'C=250KG/CM2 4 VAR. DEL No. 3 ESTR. DEL No. 2 @10 CM VAR. No. 3 @ 15 cm. A.S. CORTE X-X' B A C 5 5 5 5 5 5 5 5 CONTRA-TRABE Z-1 Z-1 CT-1 Zapata Aislada Z-1 Contra -Trabe CT-1 Plantilla Contra -Trabe T-1 Losa de concreto f'c=250kg/cm2 X' X X' X Firme de concreto f'c=150kg/cm2 Y' Y Y' Y Var. No3@10 cm. T-1 Var. No3@20cm. 2.40 2.40 Var. No3@10 cm. 2.40 Var. No3@20cm. 2.40 Var. No3@20cm. 2.40 Var. No3@20cm. 2.40 SECCIÓN NORTE 2 3 1 5 5 5 5 5 5 5 5 Contra -TrabeT-1 Plantilla Losa de concreto f'c=250kg/cm2 Firme de concreto f'c=150kg/cm2 Zapata Aislada Z-1 Trabe T-1 ZAPATA AISTADA DE CONCRETO ARMADO DADO CON ZAPATA POR MEDIO DE MENSULAS ATORNILLADAS Y SOLDADAS ANCLAJE DE COLUMNA COLUMNA EHA 350 PLACA PARA SOLDAR Y ATORNILLAR ELEMENTOS ENTRE SI VIGA METALICA HEA 300 VIGA METALICA HEA 450 VIGA METALICA HEA 300 VIGA METALICA HEA 450 COLUMNA EHA 350 VIGA METALICA HEA 300 VIGA METALICA HEA 300 CT-1 CT-1 CT-1 Z-1 Z-1 DE ALTA RESISTENCIA TORNILLO DE ANCLAJE VIGA METALICA IPE 300 CORDÓN DE PLACA DE ACERO PARA MONTAJE VIGA IPR SOLDADURA VIGA METALICA HEA 450 EHA 350 0.15 45.00 35.00 0.15 ALZADO FRONTAL DE ALTA RESISTENCIA TORNILLO DE ANCLAJE VIGA METALICA IPE 300 CORDÓN DE PLACA DE ACERO PARA MONTAJE VIGA IPR SOLDADURA VIGA METALICA HEA 300 EHA 350 0.10 30.00 25.00 RIGIDIZADOR 10 mm ESPESOR CORDÓN DE SOLDADURA ALZADO LATERAL DE ALTA RESISTENCIA TORNILLO DE ANCLAJE VIGA METALICA IPE 300 CORDÓN DE VIGA IPR SOLDADURA VIGA METALICA HEA 300 EHA 350 35.00 0.15 ALZADO FRONTAL 0.10 30.00 ANGULO PROVICIONAL EN COLUMNA PARA VIGA VIGA METALICA IPE 300 CORDÓN DE VIGA IPR SOLDADURA VIGA METALICA HEA 300 EHA 350 ALZADO LATERAL 25.00 0.10 30.00 RIGIDIZADOR 10 mm ESPESOR PARA MONTAJE PLACA DE ACERO PLACA DE TERMINACION 10 mm SOLDADURA CORDON DE PERNOS DE ANCLAJE 35 cm DE ALTA RESISTENCIA 27 cm PLANTA \A1;CAPA DE CONCRETO \A1;Malla electrosoldada 10/10 \A1;VIGA IPR DETALLE LOSACERO \A1;CONECTORES \A1;LAMINA GALVANIZADA CALIBRE 26 DE ACERO PLACA Z-1 Z-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-3 CT-1 Z-1 Z-1 Z-1 PLANTA ESTRUCTURA DE AZOTEAS Z-1 Z-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 CT-1 Z-1 Z-1 Z-1 Vestibulo N±0.175 CT-2 CT-2 DETALLE 1 UNION ZAPATA -COLUMNA PILAR METALICO HEA 280 DE REPARTO PLACA DE ACERO SOLDADURA CORDON DE 15mm 10 mm DE ALTA RESISTENCIA PERNO DE ANCLAJE NIVELACION MORTERO DE DE ALTA RESISTENCIA TUERCA Y CONTRATUERCA SECCION A-A' 5 <>.00 5 5 5 5 5 5 5 5 <>.00 5 8 7 6 5 4a 4 3a 3 2b 2a 2 1b 1a 1 j i h g f e d c b a 5 I H G F E D C B A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>.00 <>.00 w 5 <>.00 5 5 5 5 5 5 5 5 <>.00 5 8 7 6 5 4 3a 3 2b 2a 2 1b 1a 1 j i h g e c b a 5 I E A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>.00 <>.00 5 <>.00 5 5 5 <>.00 5 8 7 6 5 4 3a 3 2 1 j i h g e c b a 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>.00 <>.00 f PLANTA EXCAVACION 5 6.90 5 5 <>.00 5 5 5 5 5 5 5 5 10.00 5.00 5.00 5 7 6 5 4a 4 3a 3 2b 2a 2 1b 1a 1 j i h g e c b a 5 x y z I A 5 5 5 5 5 5 5 5 5 5 5 5 5 5 <>.00 <>.00 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-01 EX-02 EX-02 EX-02 EX-02 EX-04 EX-04 EX-03 EX-03 EX-04 EX-04 EX-04 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 EX-03 10.00 5.00 5.00 10.00 5.00 5.00 PLANO DE CIMENTACION \W4.97619; ESCALA 1:100 DETALLES DE EXCAVACION PLANO DE EXCAVACION RESTAURANT PLANTA DE CIMENTACION EX-01 1.90 1.50 EX-02 1.50 0.90 0.55 0.40 EX-03 0.45 0.30 EX-04 PROFUNDIDAD MAXIMA PARA CIMENTACION 1.90 mts. EN ZONA CON MAYOR PENDIENTE PROFUNDIDAD MAXIMA PARA CIMENTACION 5.20 mts. 5 6.90 5 x y z 6.90 \W4.97619; ESCALA 1:100 RESTAURANT DETALLES DE CIMENTACION ESTRUCTURA DE ENTREPISO I E A w 10.00 5.00 5.00 5 6.90 5 x y z 6.90 1.50m 0.50m. 0.50m. 0.50m. 0.10cm 0.15cm 1.80m ZAPATA Z-2 PLANTILLA DE CONCRETO POBRE F'C=100KG/CM2 CONCRETO F'C=250KG/CM2 VAR. No.5 @15cm A.S. DE REPARTO PLACA DE ACERO MORTERO DE NIVELACION DETALLE A HEA 280 PILAR METALICO 1.50m 0.50m. 0.50m. 0.50m. 0.10cm 0.15cm 1.80m ZAPATA Z-1 PLANTILLA DE CONCRETO POBRE F'C=100KG/CM2 CONCRETO F'C=250KG/CM2 VAR. No.5 @15cm A.S. DE REPARTO PLACA DE ACERO MORTERO DE NIVELACION DETALLE A HEA 280 PILAR METALICO SECCION PLANO ESTRUCTURA \W4.97619; ESCALA 1:100 RESTAURANT \W4.97619; ESCALA 1:100 RESTAURANT DETALLES DE CIMENTACION Y ESTRUCTURA PLANO ESTRUCTURA \W4.97619; ESCALA 1:100 RESTAURANT \W4.97619; ESCALA 1:100 RESTAURANT DETALLES DE CIMENTACION Y ESTRUCTURA w 5 6.90 5 x y z ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 COLUMNA IPR VIGA IPR 300 VIGA IPR 300 VIGA IPR 300 VIGA IPR 450 VIGA IPR 450 VIGA IPR 300 VIGA IPR 300 1 2 4 5 5 5 5 5 5 5 5 5 5 5 1a 1b 2a 2b 3 3a 5 4a 5 6 7 SECCION A-A' \W4.97619; ESCALA 1:100 RESTAURANT DETALLES DE CIMENTACION Y ESTRUCTURA ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 ZAPATA Z-1 COLUMNA IPR VIGA IPR 300 VIGA IPR 300 VIGA IPR 300 VIGA IPR 450 \A1;VIGA IPR \W9.70361; \A1;200 \A1;VIGA IPR \W9.70361; \A1;250 \A1;VIGA IPR \W9.70361; \A1;250 \A1;VIGA IPR \A1;200 VIGA IPR 300 VIGA IPR 300 VIGA IPR 300 VIGA IPR 450 VIGA IPR 450 VIGA IPR 450 VIGA IPR 450 VIGA IPR 300 VIGA IPR 300 \W7.75773; \A1;VIGA IPR \W7.71263; \A1;200 \A1;VIGA IPR \W9.70361; \A1;250 VIGA IPR 300 VIGA IPR 300 VIGA IPR 300 \A1;VIGA IPR \W9.70361; \A1;250 1 2 4 5 5 5 5 5 5 5 5 5 5 5 1a 1b 2a 2b 3 3a 5 4a 5 6 7 \A1;VIGA IPR \W9.70361; \A1;250 Firme de concreto de 6 cm de espesor F'c=250kg/cm2 Malla electrosoldada 6*6*10/10 Entre piso de losa acero 5 5 5

Language	Spanish
Drawing Type	Section
Category	Construction Details & Systems
Additional Screenshots
File Type	dwg
Materials	Concrete, Steel, Other
Measurement Units	Metric
Footprint Area
Building Features	Garden / Park, Pool
Tags	autocad, base, concrete, control, DETAIL, DWG, excavation, footings, FOUNDATION, foundations, fundament, house, plan, POOL, reinforced, Restaurant, section, structure