wf2_es-1819 20 losa 300bind-es--19
DESCRIPTION
losa ocean reefTRANSCRIPT
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M-PISC (.40X.70)
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V-PISC (.40X.70)
PERFORACION 2
PERFORACION 1
ON
ALFONSO PINZON MENDEZ
ARQUITECTO
Licencia No. 97- 001- 027
F I R M A
JUNTA TECNICA DE INGENIERIA Y ARQUITECTURA
LEY 15 DEL 26 DE ENERO DE 1959
OCEAN REEF ISLAND
LOTE
54
LOTE
53
LOTE
55
MAPA UBICACION DE LOTES
WATERFRONT # 2
PLANOS REVISION
FECHA DESCRIPCION
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1 #4 SUP./ INF. TIPICO PERIMETRAL
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VC-3
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V-303
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V-303
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V-304
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VC-3
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VC-3
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VC-4
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VC-4
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V-306
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V-305
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V-309
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V-308
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V-311
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V-310
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V-310
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V-307
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VC-5
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#14 x 1.80 SUP./INF.
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#14 x 1.80 SUP./INF.
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#5 x 8.00 SUP.@ 0.30
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1 #4 SUP./ INF. TIPICO PERIMETRAL
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V-308
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V-303
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ESCALERA E-2
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ESCALERA E-1
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FOSO DE ASCENSORES 1,2
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FOSO DE ASCENSORES 3,4,5
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PISCINA No. 4
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PISCINA No. 5
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ESCALERA E-17
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ESCALERA E-18
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ESCALERA E-19
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V-PISC
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V-307
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V-311
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COL
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14 #4 x 3.40 SUP./ INF.
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#4 x 3.20 INF. @ 0.30
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14#4 x 3.40 INF. @ 0.30
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10 #4 x 2.80 SUP. + 4 # 4 INF
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JACUZZI No. 5
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# 4 x 6.50 @ .20 SUP./INF. C.A.C.
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#5 x 8.00 INF. @ 0.60
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# 5 x 1.62 SUP. /INF. @ 0.30 C.A.C.
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USAR ACEROS DE LOSA DE FONDO DE PISCINA,
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HUECO DE TRAGALUZ
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HUECO DE TRAGALUZ
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V-300
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V-304
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HUECOS EN LOSA
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HUECO
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HUECO
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HUECO
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LOSA DE FONDO DE PISCINA
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ELEV. 21.50
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ELEV. 21.50
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ELEV. 21.50
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ELEV. 21.00
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ELEV. 21.00
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ELEV. 21.50
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ELEV. 21.50
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ELEV. 21.50
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ELEV. 21.50
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ELEV. 21.50
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ELEV. 21.00
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ELEV. 21.00
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ELEV. 21.50
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AREA EN NUBE CON AJUSTE
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V-312
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V-313
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C-A NACE
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C-A NACE
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C-A NACE
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C-A NACE
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C-A NACE
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C-A NACE
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C-A NACE
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C-A NACE
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5 # 8
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ESTRIBOS # 4 5 @ 0.05 10 @ 0.10 RESTO @ 0.15
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ESC. 1:10
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VIGAS V-305,
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10 # 8
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6 CABLES
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ES-19
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A-A
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5 # 7
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ESTRIBOS # 4 G-60 1 @ 0.05 10 @ 0.10 RESTO @ 0.20
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5 # 10
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ESC. 1:10
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VIGAS V-306
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5 # 8
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ESTRIBOS # 4 5 @ 0.05 10 @ 0.10 RESTO @ 0.15
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ESC. 1:10
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VIGAS V-307, V-308, V-309, V-310, V-311
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10 # 8
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6 CABLES
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ES-19
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A-A
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f'c= 280 kg/cm2
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f'y= 4,200 kg/cm2
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ESC. 1:10
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DETALLE
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ES-20
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1
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P DE 10'' x 10'' X 1/4''
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L
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2 ''U'' # 4 SOLDADOS AL PLATO RELLENANDO AGUJERO CONICO
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LOSA NIVEL 1300
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ESC. 1:25
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DETALLE
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ES-19
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1
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A/D, S/i
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5 # 5
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PROYECCION DE PLATO .60 x .60 x 5/8''
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ES-19
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A-A
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TUBO DE 6'' x 6'' x 1/4'' RELLENO DE CONCRETO
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ESC. 1:10
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SECCION
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ES-19
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A-A
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PLATO DE .60 x .60 X 5/8''
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4 # 6
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NOTA: PLATO ES IGUAL PARA LA LOSA SUPERIOR
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LOSA 300
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5#5 S/I A/D
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NOTA: LOSA NIVEL 300 LLEVA IMPERMEABILIZANTE + FIBRA DE NYLON
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BARRA #3 CADA 0.35
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DECLIVE
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1 # 4
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1 # 4
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BARRA #3 CADA 0.35
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1 # 4
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RELLENO DE FOAM
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GOTERO 14 REDONDO
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LOSA DE 0.05 ESP.+ # 3 @ .30 A/D
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BARANDA VIDRIO
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VENTANA
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%%uDETALLE QUICIO
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QUICIO INTEGRAL
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ESCALA 1: 10
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Q-100
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ES-14
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LOSA
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BARRA #3 CADA 0.35
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DECLIVE
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1 # 4
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1 # 4
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BARRA #3 CADA 0.35
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1 # 4
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RELLENO DE FOAM
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GOTERO 14 REDONDO
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LOSA DE 0.05 ESP.+ # 3 @ .30 A/D
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BARANDA VIDRIO
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VENTANA
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%%uDETALLE QUICIO
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QUICIO INTEGRAL
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ESCALA 1: 10
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Q-301
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ES-19
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LOSA
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(.40 x .60)
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V-309, V-310, V-311
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ESCALA HORIZ. 1 : 50, ESC. VERT. 1 : 25
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ES-19
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A-A
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ACERO VIGA
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ACERO VIGA
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d=30.0
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d=5.0
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d=30.0
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f'c= 280 kg/cm2
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f'y= 4,200 kg/cm2
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6 CABLES
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SECCION LONGITUDINAL DE VIGA V-305, V-307, V-308
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COL.
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COL.
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COL.
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COL.
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ESC. 1:75
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PLANTA DE REFUERZO LOSA NIVEL 300
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(.40 x .50)
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ESCALA HORIZ. 1 : 50, ESC. VERT. 1 : 25
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ES-19
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B-B
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ACERO VIGA
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ACERO VIGA
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d=30.0
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d=5.0
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d=30.0
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f'c= 280 kg/cm2
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f'y= 4,200 kg/cm2
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4 CABLES
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SECCION LONGITUDINAL DE VIGA V-312, V-313
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COL.
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COL.
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5 # 7
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ESTRIBOS # 3 5 @ 0.05 10 @ 0.10 RESTO @ 0.20
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ESC. 1:10
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VIGAS V-312, V-313
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8 # 7
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4 CABLES
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ES-19
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B-B
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f'c= 280 kg/cm2
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f'y= 4,200 kg/cm2
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f'c= 280 kg/cm2
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f'y= 4,200 kg/cm2