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240 TR AG 99.964
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Involucración: Colaboración en reuniones con cliente, reuniones de diseño con operador extranjero, presentaciones, diseño esquemático, modelado 3d, desarrollo de diseño, coordinación del equipo de consultores. planos constructivos, inspección de obra.
12
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TANQUE AGUA POTABLE
254 475 TR TRAG AG 99.809 99.807
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266 TR 98.668 AG
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EXISTING BUILDING
24
25
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18
22 24
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ENTRADA A ancla ESTACION BOMBEO
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PAINT WAREHOUSE
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29
28
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EXPANSION JOINT SEE ESTRUCTURAL 29 PLAN EX
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07 96.40
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96.20
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C:\Users\xalvarez\Documents\1519_MARRIOTT VACATION CLUB DOC R18_XALVAREZ.rvt
96.66
96.66
96.66
96.66
96.66
96.66
96.66
96.00
96.66
96.66
0 96.5
(a) Los Sueños Resort and Marina tiene un hotel existente de más de 200 llaves. (b) Su arquitectura recuerda a la arquitectura colonial costarricense. (d) Nuestro proyecto conciste en 48 claves más y un edificio de apoyo para operaciones y ventas. Esquemáticamente, el plano de planta es la articulación de dos volúmenes del mismo módulo reflejados y agrupados en tres. (c) Los techos a dos aguas, los balcones y los contrafuertes son características de la arquitectura existente que se articularon en el diseño. / (a) Los Sueños Resort and Marina has an existing hotel of more than 200 keys. (b) Its architecture reminisces Costa Rican colonial architecture. Our project concists in 48 keys more plus a support building for opperations and sales. Schematically, theMOORING floor plan isPOINTS the articulation of SITE PLAN AND two volumes of the same module mirrored and grouped in three. (c) Gable roofs, balconies and plinths are features of the existing architecture that were articulated in the design. 1
96
(c)
.60
1.001
A1-001 SCALE
1 : 200
0
4
8
HANDRAIL SUPPORT SQUARE ALUMINUM TUBE 38.1 mm PLACE IN EXTREMES AND @ 1.25m MAX.
HANDRAIL SUPPORT SQUARE ALUMINUM TUBE 38.1 mm PLACE IN EXTREMES AND @ 1.25m MAX.
0.10
NT MAX.
0.13
0.90
1.60
0.10
1.04
0.66
0.87
G
13 0.28
CONCRETE BALCONY SLAB ACCORDING TO STRUCTURAL PLANS
P-1945763-2017
LOCK-OFF BALCONY
RAILING DETAILS
1.15
11
1.04
09
1 : 5
A5-015 SCALE
1 : 10
MASTER SUITE
3.10 1.05 3.15 2.10
LIVING SPACE
MASTER SUITE
DATE: JULY, 2019
DRAWING: ZÜRCHER ARQUITECTOS
BALCONY RAILINGS DETAIL
CONSECUTIVE ENUMERATION GENERAL SPECIALTY
1519
A5-015
6.38
12.90
3.15
11
1.60
11 14
15 15
0.81
1.44
LOCK-OFF BEDROOM
NPT 0+3.50 msnm 101.20
B 03
0.75
B 03
A
A 0.69
2.50
0.66
0.68
2.95
3.85
0.68
0.65
4.30
2.55
0.65
3.85
12.00
2
4
3
5
1.00
1.80
0.75
06
3.50
02
3.85 2.10
3.50
06 CONCRETE WALL WITH STONE PV07 V01 VENEER SIDING 05 02 LIVING BALCONY ?
1.10
0.60 1.00 0.60
LOCK-OFF BALCONY
0.80
0.80
0.80 1.10
C
B
0.75
3.50
02 V02
01
05
06
02
02
01
PV07
V01 BALCON 02
0.75
05
01
02 SHEETROCK ULTRALIGHT CEILING WITH PASTE AND THREE PAINT HANDS
1.10
3.00
01
C:\Users\xalvarez\Documents\1519_MARRIOTT VACATION CLUB DOC R18_XALVAREZ.rvt
06
3.50
0.80
0.80
2.20
C
? LOCK-OFF BALCONY
SHE CEI THR
D V01
0.60
1.10
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05
02 LIVING BALCONY 2.20
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02 06
?
0.75
(a, b, c) La agrupación de las villas en dos volúmenes, que se extiende desde el hotel existente hasta el límite de la propiedad, crea una barrera visual entre el acceso principal y el frente de la playa. Como tal, un patio está confinado y la fachada que da a la playa tiene una posición protagónica en el sitio. / (a, b, c) The grouping of the villas in two volumes, streching from the existing hotel to the limit of the propoperty, creates a visual barrier between the main access and the beach front. As such, a courtyard is confined and the façade facing the beach has a protagonic position in the site.
PV07
E
1.00
3.85
06
V01
06
02 V02
0.75
0.60
A3-201
C
1.00
06
1
D
1.80
0.80
0.75
3.50
02
E
NPT 0+0.00 msnm 97.70
A 0.65
2.55
0.65
0.67
2.95
3.85
0.68
03
0.66
4.30
4.101
1 : 50
TYPICAL VILLA UNIT
ROOM
W/D LOCK-OFF BATHROOM BATHROOM 01 MASTER SUITE
AREA
0.87 5.47 5.71 18.17
2.50
0.69
3.85
12.00
18
19
20
21
4.101b
A4-101 SCALE
1
A3-201 SCALE
1 : 50
1 : 25
7600 LAW COMPLIANT VILLA UNIT ROOM
m² m² m² m²
06
03
TYPICAL VILLA 7600 LAW COMPLIANT UNIT El módulo repetido es una villa de dos habitaciones con una suiteUNIT principal y una habitación separable. Los techos a dos aguas,WALL'S los balcones y los 3.201 contrafuertes son características del VILLA hotel existente SECTION que se articulan para disfrazar la organización repetitiva de la organización en planta y articular el ritmo y la variación de la fachada de la playa. / The repeated module is a two bedroom villa of a master suite and a lock-off bedroom. Gable roofs, balconies and plinths are features of the existing hotel that are articulated to disguise the repetitive organization of the floor plan and articulate rythm and variation to the beach front façade. A4-101 SCALE
13
CEMENTICIOUS PLASTER FINISH (09 97 26.13)
09
(c)
LOCK-OFF BATHROOM
P05
5.27
7.55
PROJECT Nº
P02
2102
1.00
SHE CEI 06 THR
12
(05 52
09
0.66
10
5.08
SCALE
5.039
1.05 0.79
14
5.08
A5-015
LOCK-OFF BEDROOM
1.14
ALUMINUM RAILING 16)
P04 13
1.04
3.08
P03
G
CONTENT:
12.45
1 : 10
RAILINGS FOR BALCONY TYPE 2
STAIR RAILING SECTION
22
2.10
CADASTRE NUMBER:
11
08
0.510.09
06
4.87
P05
W/D P06
COMPANY ID NUMBER: 3-101-079006
5.09
SCALE
5.038
1.00
0.75
ALUMINIUM RAINWATER DOWNPIPE
0.84
P04
V01
PROPIETI OWNER: BANCO IMPROSA SOCIEDAD ANONIMA
NPT
1.68
02
P01
1.05
08
EMBEDED RAILING ANCHOR IN SLAB. 11 14 DETAIL IN STRUCTURAL PLANS.
09
BATHROOM 01
10
PUBLIC REGISTRY INFORMATION
1.32
P06
11
LIVING SPACE
12
3.15
W/D
06
P01
AMPLIACIÓN MVC LOS SUEÑOS
BALUSTER SUPPORT ALUMINUM TUBE 33.9 mm
SQUARE 11
0.33
1.40
0.81
NPT
P02
1.04
14
15
12.45
A5-015
SCALE DETAIL
3.10 2.35
0.45
0.10
NT MAX.
PROJECT:
0.13
2111
11
P03
1.27
11
1.44
06
06
12
1.04
15
09
CEMENTICIOUS PLASTER FINISH (09 97 26.13) 06
P05
BALUSTER SUPPORT SQUARE ALUMINUM TUBE06 33.9 mm
15
10
0.05
2.05
09
2.50
15
2.28
3.15
2.03
P05
LOCK-OFF BATHROOM
BATHROOM 01 BALUSTERS ROUND ALUMINUM TUBE d. 12 mm @ 10 cm MIN
0.33
06 06
13 CEMENTICIOUS PLASTER FINISH (09 97 26.13)
12
21 1.57
NPT 0+6.65 msnm0.95 104.35 0.20
H
13
2.85
13
CONCRETE BALCONY SLAB ACCORDING TO STRUCTURAL PLANS
P01
06
1.04
3.06
0.33
06
H
0.20
02
1.65
1.00
P01 10
12
22
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
2.16
22
3.45
2.03
02
0.96
1.58
1.28
06
0.96
1.33
15
HANDRAIL SUPPORT SQUARE ALUMINUM TUBE 38.1 2.16 mm PLACE IN EXTREMES AND @ 1.25m MAX.
0.20
1.05
15
1.04
20 12.00
12.90
02
0.33
0.17
0.10
2.50
NT MIN.
0.95
19 3.13
1.07
0.20
06
3.12
0.65
1.04
1.58
5.08
5.037
(05 52
1.10
17.36cm
ALUMINUM RAILING 16)
0.45
17.39cm
V01
LOCK-OFF18 BALCONY
8.70
RAISER
0.33
02
22
06 NOTE: DIMENSIONS IN CM
DATE
0.85
1.68
3.45
1.65
1.58
0.17
0.59
G TYPICAL ROOMS
SHE CEI THR
REVISIONS
“Original work intellectual property of Ronald M. Zurcher Arquitectos S.A. The reproduction, in whole or in part, and use of this content without prior consent, is prohibited in accordance with Costa Rican Law N°6683.”
5
1.07
2.27
EMBEDED RAILING ANCHOR IN SLAB. DETAIL IN STRUCTURAL PLANS.
LEVEL 000
DESCRIPTION
3.15
SHEETROCK ULTRALIGHT CEILING WITH PASTE AND THREE PAINT HANDS
NPT N°
HANDRAIL SQUARE ALUMINUM TUBE 38.1 mm CURVATURE r. 7.8m
0.85
90 SEE SCHEDULES
12.00
NT MAX.
3
NT MIN.
2
BALUSTERS ROUND ALUMINUM TUBE d. 12 mm @ 10 cm MIN
7.5
Z22
CEMENTICIOUS PLASTER FINISH (09 97 26.13)
RAILINGS FOR BALCONY TYPE 1
VERTICAL TUBES PARTS OF BLACK IRON OF 38mm ø @ 1.20m MAXIMUM SEPARATION
METAL PLATE 75x75x4.8 mm EXPANSIVE ANCHOR BOLTS OF 9.5x125mm
1.00
NCT 0+ 9.55
CONCRETE BALCONY SLAB ACCORDING TO STRUCTURAL PLANS
H
(b)
GLU-LAM WOOD COLUMNS, SEE STRUCTURAL PLANS. NPT 0+9.80 msnm 107.50
1.65
CONCRETE BALCONY SLAB ACCORDING TO STRUCTURAL PLANS
(05 52
2.24
NPT
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
6.2
V01
0.45
1.07 EMBEDED RAILING ANCHOR IN SLAB. DETAIL IN STRUCTURAL PLANS.
HANDRAIL SUPPORT SQUARE ALUMINUM TUBE 38.1 mm PLACE IN EXTREMES AND @ 1.25m MAX.
FINISHING IN EXPOSED CONCRETE.
A5-015
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
HANDRAIL SQUARE ALUMINUM TUBE 38.1 mm CURVATURE r. 7.8m
SYNTHETIC ANTI-SLIP BAND, ACCORDING TO SPECIFICATIONS
1519
LOCK-OFF BALCONY
BALUSTERS ROUND ALUMINUM TUBE d. 12 mm @ 10 cm MIN
0.05
BLACK IRON TUBE OF 25mm ø, AS INDICATED IN DETAIL OF ELEVATION
CONSECUTIVE ENUMERATION GENERAL SPECIALTY
ALUMINUM RAILING 16)
5
LOWER FINISHING IN CONCRETE EXPOSED WITH PASTICA AND THREE HANDS OF PAINTING WHITE COLOR.
DATE: JULY, 2019
PROJECT Nº
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
STRUCTURAL ROOF, FINISHED WITH ANTOCORROSIVE PAINT, TOBACCO COLOR OR SIMILAR APPROVED BY INSPECTION
2.10
HANDRAIL SQUARE ALUMINUM TUBE 38.1 mm
EMBEDED RAILING ANCHOR IN SLAB. DETAIL IN STRUCTURAL PLANS.
BLACK IRON TUBE OF 25 mm ø
FORGED LADDER WITH CONCRETE DENSE SLAB, ACCORDING TO STRUCTURAL PLANS
90
1.07
HANDRAIL SQUARE ALUMINUM TUBE 38.1 mm
0.05
SEE SCHEDULES
BLACK IRON HAND RAIL, DE 38mm ø, AUTOMOTIVE TYPE FINISH
.15
DRAWING: ZÜRCHER ARQUITECTOS
1 : 10
(a) BRAILLE NOTE INDICATES FLOOR LEVEL
SHEETROCK ULTRALIGHT CEILING WITH PASTE AND THREE PAINT HANDS
RAILING DETAILS
BALCONY RAILINGS DETAIL
BALUSTERS ROUND ALUMINUM TUBE d. 12 mm @ 10 cm MIN
ø0
0.85
1.00
5.039
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
FINISHED IN CONCRETE EXPOSED ACCORDING TO INTERIOR PLANS
CONTENT:
1 : 15
RAILINGS FOR BALCONY TYPE 2
CEMENTICIOUS PLASTER FINISH (09 97 26.13)
1.05
30 FOOTPRINT
P-1945763-2017
0.05
SCALE
CADASTRE NUMBER:
3.10
ENLARGED DETAIL 04
A5-015 SCALE
1 : 5
A
CONCRETE BALCONY SLAB ACCORDING TO STRUCTURAL PLANS
SHE CEI THR
COMPANY ID NUMBER: 3-101-079006
1.65
D05
STAIR RAILING SECTION
0.05
SECTION B-B
SECTION A-A
CONCRETE BALCONY SLAB ACCORDING TO STRUCTURAL PLANS
NPT
EMBEDED RAILING ANCHOR IN SLAB. DETAIL IN STRUCTURAL PLANS.
0.13
NPT
ENLARGED DETAIL A5-015 SCALE 1 : 5 03 SCALE
90
PROPIETI OWNER: BANCO IMPROSA SOCIEDAD ANONIMA
A5-015
3.15
D03
5.037
1.65
5.038
PUBLIC REGISTRY INFORMATION
5.038
A5-015
B
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
VIEW DETAIL
VIEW DETAIL
B
NOTE: DIMENSIONS IN CM
1 : 10
.15
35%
1.07
SCALE
AMPLIACIÓN MVC LOS SUEÑOS
RAILING ANCHOR IN SLAB. DETAIL IN STRUCTURAL PLANS.
NOTE: DIMENSIONS IN CM
NFL 0+12.90 msnm 110.65
PROJECT:
0.05
SCALE DETAIL
ø0
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
A5.014
A5.009
1.20 m
BLACK IRON HAND RAIL, 38mm ø, EMBEDED AUTOMOTIVE TYPE FINISH
5.028
5.007
CERAMIC ROOF TILE (07 32 13)
SEPARACION MAXIMA
0.17
17.36cm
BALUSTERS ROUND ALUMINUM TUBE d. 12 mm @ 10 cm MIN
0.85
A5-015
17.39cm
VER DETALLE VER DETALLE
0.10
0.90
1,07
90 5.037
LEVEL 000
TYPICAL ROOMS
0.17
0.10 0.10
1.07
METAL PLATE 75x75x4.8 mm EXPANSIVE ANCHOR BOLTS OF 9.5x125mm
35%
GUTTER 24 GA STEEL, ENAMELLED OR ANTICORROSIVE FINISH (07 71 00)
0.05
6.2
A
1.15
0.10 0.10
0.85
METAL PLATE 75x75x4.8 mm EXPANSIVE ANCHOR BOLTS OF 9.5x125mm
6
FINISHING IN D01 EXPOSED CONCRETE. A5-015
NT MIN.
0.10 0.10 0.10
BALUSTERS ROUND ALUMINUM TUBE d. 12 mm @ 10 cm MIN
B
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
6
SEE SCHEDULES
VIEW DETAIL
RAISER
TAIL
NT MAX.
0.17
5
A5-015
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
C
0.17
A
HANDRAIL SUPPORT SQUARE ALUMINUM TUBE 38.1 mm PLACE IN EXTREMES AND @ 1.25m MAX.
A
0.85
15
HANDRAIL SQUARE ALUMINUM TUBE 38.1 mm CURVATURE r. 7.8m
5.038
VERTICAL TUBES PARTS OF BLACK IRON OF 38mm ø @ 1.20m MAXIMUM SEPARATION
ø0 .15
OTE: MENSIONS IN CM
VIEW DETAIL
90
15
VACIO
AIL
HANDRAIL SUPPORT SQUARE ALUMINUM TUBE 38.1 mm PLACE IN EXTREMES AND @ 1.25m MAX.
90
6
7.5
m MAX
“Original work intellectual property of Ronald M. Zurcher Arquitectos S.A. The reproduction, in whole or in part, and use of this content without prior consent, is prohibited in accordance with Costa Rican Law N°6683.”
BLACK IRON TUBE OF 25mm ø, AS INDICATED IN DETAIL OF ELEVATION
B
5
90
A
ACCORDING TO SPECIFICATIONS
23.6
VERTICAL TUBES PARTS IRON OF 38mm ø @ 1.20m MAXIMUM SEPARATION
OF BLACK RAILINGS FOR BALCONY TYPE 1
HANDRAIL SQUARE ALUMINUM TUBE 38.1 mm CURVATURE r. 7.8m
VERTICAL TUBES PARTS OF BLACK IRON OF 38mm ø 1.20m BAND, MAXIMUM SEPARATION SYNTHETIC@ANTI-SLIP
HANDRAIL TUBE BENDING AGAINST THE WALL
TYPE FINISH
NT MIN.
BLACK IRON TUBE OF 25mm ø, AS INDICATED IN DETAIL OF ELEVATION
5
B
STEP EDGE
90
AUTOMOTIVE CONCRETE BALCONY SLAB ACCORDING TO STRUCTURAL PLANS
BLACK IRON HAND
LOWER FINISHING DE 38mm ø, RAIL, IN CONCRETE EXPOSED WITH AUTOMOTIVE TYPE PASTICA AND THREE HANDS OF FINISH PAINTING WHITE COLOR.
BLACK IRON TUBES, DE 25 mm ø, (SEPARATION OF 10 cm BETWEEN THEMSELVES)
MAX
BRAILLE NOTE INDICATES FLOOR LEVEL
CONCRETE BALCONY SLAB ACCORDING TO STRUCTURAL PLANS
10
HANDRAIL TUBE BENDING AGAINST THE WALL
25 mm ø
Zürcher Arquitectos
FORGED LADDER WITH CONCRETE DENSE SLAB, ACCORDING TO STRUCTURAL PLANS
BATHROOM 01 LIVING SPACE LOCK-OFF BATHROOM LOCK-OFF BEDROOM
AREA
5.71 42.53 5.93 33.33
m² m² m² m²
2
W
A3-201 S
RT
OFFICES
FIRE EXTINGUISHER TYPE "ABC" SEE SPECIFICATION IN MECHANICAL PLANS
H
Zürcher Arquitectos
NO
(BUSINESS AREAS)
1/100sf
2065.44 SF
13 OC
1 MEANS OF EGRESS REQ'D 1 A
EXIT
OPS
H
(MECH/STORAGE)
1/300sf
681.61 SF
4 OC
1 MEANS OF EGRESS REQ'D
MECHANICAL/STORAGE (MECH/STORAGE)
FIRE EXTINGUISHER TYPE "ABC" SEE SPECIFICATION IN MECHANICAL PLANS
1/300sf
114.53 SF
TRAVEL DISTANCE = 23'-3"
1 OC
1 MEANS OF EGRESS REQ'D
MECHANICAL/STORAGE (MECH/STORAGE)
EXIT
ST
1 OC
1 MEANS OF EGRESS REQ'D
RIAM HS
FIRE EXTINGUISHER TYPE "ABC" SEE SPECIFICATION IN MECHANICAL PLANS
H
AISL
1 A
1 A
EXIT
FIRE EXTINGUISHER TYPE "ABC" SEE SPECIFICATION IN MECHANICAL PLANS
H
HS
HS
ELEVATOR
59
H
59
H
TRAVEL DISTANCE TO NEAREST EXIT FROM CORRIDOR DOOR= 109'-7"
59
FIRE EXTINGUISHER TYPE "ABC" SEE SPECIFICATION IN MECHANICAL PLANS
ST
PACI
1 A
EXIT
1/300sf
117.60 SF
EXIT
59
3/4 A
59
CHOISE POINT H
EXIT
59
DOOR STC32
2111
2110
DOOR STC32
DOOR STC32
2107
DOOR STC32
DOOR STC32
55 S
FLOOR SLAB
TRAVEL DISTANCE WITHIN GUEST ROOM= 45'-6"
55
55
FLOOR SLAB
FR: 2-HOURS STC: 55 IIC: 55
55
TRAVEL DISTANCE WITHIN GUEST ROOM= 45'-6"
55
FR: 2-HOURS STC: 55 IIC: 55
36
36
36
59
2106
DOOR STC32
DOOR STC32
2103
2102 DOOR STC32
HS
55
55
HS
55
55
FLOOR SLA B
36
TRAVEL DIST ANC E WITHIN GUE ST ROOM= 45'-6"
FR: 2-HOUR S STC : 55 IIC: 55
36
36
Z23
DOOR STC32
HS
36
36
3 A
59
DOOR STC32
TRAVEL DISTANCE WITHIN GUEST ROOM= 45'-6"
36
36
S1
H
59
HS
STAIR S1
STAIR
8 B
HS
(a)
1 A
1 A
TRAVEL DIST ANCE TO NEARES T EXIT FROM COR RIDOR DOO R= 109 '-7"
59
DOOR STC32
HS
8 B
DOOR STC32
55 55
FLOOR SLA B
36 36
36
36
FR: 2-HOUR S STC : 55 IIC: 55
36
EVACUATION SIGNS
36 36
SIGN
D < 10
10 < D < 20
20 < D < 30
RECTANGLE
I h I1 h1
297 105 240 60
420 148 340 85
594 210 480 120
LITERAL SIGN (S.L.-2)
RECTANGLE
I h I1 I2 h1 h2 h3
297 148 247 271 50 16 16
420 210 350 382 70 24 22
594 297 495 540 100 34 29
3
(P-24)+ (S.L.-1)
RECTANGLE
h
4
(S.L.-1)+ (P-24)
RECTANGLE
h
SIGNS OF EVACUATION ROUTE LEADING TO USUAL EXITS.
5
(P-24)
SQUARE
h
SIGNS OF EVACUATION ROUTE LEADING TO USUAL EXITS.
6
(P-24)+ (S.L.-2)
RECTANGLE
h
SIGNS OF EVACUATION ROUTE LEADING TO EMERGENCY EXITS ON THE LEFT
7
(S.L.-2) +(P-24)
RECTANGLE
h
SIGNS OF EVACUATION ROUTE LEADING TO EMERGENCY EXITS ON THE RIGHT
8
STAIR FLOOR NUMBER
RECTANGLE
DIMENSIONS OF LABEL IN THE DETAIL
9
LITERAL SIGN (S.L.-1)
RECTANGLE
DOOR SIGN ARE NOT EXIT
LITERAL SIGN (S.L.-1)
1
APARTMENTS
APARTMENTS 1/200sf 20 OC
4069.54 SF
20 OC
1 MEANS OF EGRESS REQ'D
4.108e
01 11
15
0115
21
36
S.S.M.
1515
01 21
07 05 01 15
15 14 01
1414
2.06 1.09
0.95
2.652.65
0.95 1.25
1.15 2.65
3.60 3.90
2.631.25
1.15
3.90
15.05
4'
V03
V03
DIRECTOR OPS
4'
1.15 0.48
3.10
0.95
15
0514
2.63
2.35
0.48
0.95
8
4-108c
4.108e
4.108e
A4.109
A4.109
A4.109
A4.109
0.23
0.23
3.15
2.70
3.01
2.70
EXTINGUISHER UBICATION
17
NPT 0+ 3.50
I
I
07
?
10
I 1.22
1.43
LEVEL
0.320.23 2.70
3.22
2.70
3.35
THE DOOR ASSEMBLY ASSEMBLY FULFILLS AS PROVIDED FOR NFPA 101 AND NFPA 252, NFPA 257, ANSI / UL 10B, STANDARD FO DOORS ASSEMBLIES, ANSI / UL 10C, STANDARD FOR POSITIVE P TESTS OF DOOR ASSEMBLIES, OR ANSI / UL 9, STANDARD FOR F WINDOW ASSEMBLIES IN DOORS WITH SHORT WINDOW.
CUARTO DE
LEVEL INFORMATION 17
17
STAIR DOOR
R0
11 P16
11 P12
S.S.M. TYPICAL
V05
10
01 21 07 ?
0.47 0.45
0.98 1.60
11
?
21 07
18 18 01 01?
0.97
1.53
0.45
0.98
3.92
WALL EXPANSION JOINT FIRE RATING: ?
18
02
2.70
3.35
17.50
17.50
0.33 1.83
01 -
1 - HOUR
PV29
EVERY CLOSURE MUST BE HERMETIC FROM FLOOR TO FLOOR OPENINGS, WITH FIRE RESISTANCE CERTIFICATION AS SPECIFIED IN DRAWINGS, AS WELL AS NOT TO ALLOW THE SMOKE PROPAGA THE STAMPS NECESSARY TO COMPLY WITH THE INDICATED.
-
1 - HOUR
-
20 MINUTS
-
LIGHT CLOSURES COMPLY WITH ASTM E 84 (UL 723) ASSEMBLY SMOKE PROPAGATION AND ASTM E 119 (UL 263)
01
05
0.97 6.40
0.08 6.40
6.40
6.40
THESE FACILITIES MUST COMPLY WITH ALL THE REQUIREMENT ACCESSIBILITY FOR PEOPLE WITH DISABILITIES. ACCORDING T COMPLIANCE WITH ONLY ONE DOES NOT GUARANTEE THAT IT COVER ALL THE ACCESSIBILITY CODES, SO YOU MUST COMPLY WITH THE MOST RESTRICTIVE.
PASILLO
2 - HOURS
05 V05
-
1/2 - HOUR
DESCRIPCION
N°
3.92
4'
V09
ACCESSIBLE FACILITIES
MAIN ACCESS APARTMENT DOOR
R0 S.S.H. FLOOR EXPANSION JOINT FIRE RATING:
S.S.M.
M
1 - HOUR
90 MINUTS
10
P12
3.35
2.70
PV29
LOUNDRY
11
M
PASILLO
P13 BODEGA
4.72
11
FLOOR SLAB / FLOOR CONSTRUCTION 05
S.S.H.
10
11
1.43 1.53
10 P12
FIRE PROTECTION FEATURES
MUST HAVE A DESIGNED AUTOMATIC SPRAYER SYSTEM AND INSTALLED ACCORDING TO NFPA STANDARDS, DRAWINGS SPRAYER SYSTEM SPECIFICATIONS WILL BE SUBMITTED TO TH LOCAL JURISDICTIONAL AND MUST BE APPROVED BEFORE THE BENEMERITO OF FIREFIGHTERS OF COSTA RICA, THIS SYSTEM SHOULD BE C AUTOMATIC AND CONTROLLED. THE DESIGN OF THE SPRAYER AGAINST FIRE SHOULD BE COORDINATED WITH THE FLAT OCCUPATIONS AND EVACUATION ROUTES.
06
01
1/2 - HOUR
17
MECHANICAL ROOM DOOR: 17
11
OPTIONAL: AT EACH LEVEL, AT THE BEGINNING AND END OF TH BE PLACED AN INDICATION IN BRAILE OF THE RESPECTIVE LEVEL FOR NON
01 01
05
1/2 - HOUR
2 - HOURS
HOUSEKEEPING:
1.69 1.60 1.22
01
NPT 0+ 3.50 V09 MECHANICAL ROOM SEPARATION:
1° SUBSUELO 17 A PISO 6° CON ACCESO AL TECHO DESCIENDA A LA PLANTA BAJA PARA DESCARGA DE SALIDA
SEE SHEET OF TYPICAL DETAILS OF BARANDAS AND PASAMAN OF EMERGENCY.
1 - HOUR 05
NIÑOS APARTMENT UNIT - CORRIDOR SEPARATION:
3.50 NPTNPT 0+ 0+ 3.50
ASSEMBLY 08 12 13 22
3.10
APARTMENT UNITPV20 SEPARATION:
PV20 CUARTO DE CONTRATOS NIÑOS
NPT 0+ 3.50
0718 ? 01 ?
1 - HOUR
1.76
STAIR ENCLOSURE CONSTRUCTION:
NPT 0+ 3.50
01 ?
3.10
17
0.33
17 2.76
1.76
GRAPHICS REP.
1 - HOUR
0.12
P19
CONTRATOS
PD
4.72
4'
2.56
V06
RATING
NPT 0+ 3.50
1.03
2.76
PISO
NPT 0+ 3.50
0.47
ANTIPANIC BARS FOR FIRE EXIT DOORS MUST HAVE THE "FIRE EXIT HARDWARE" LABEL AND ITS MANUFACTURER'S ACCORDING TO NFPA 101, TO DIFFER FROM "PANIC HARDWARE" AND NOT CONF YOUR INSTALLATION
7.65
X
STAIR NUMBER
PV28
PV20
ELEVATOR SHAFT CONSTRUCTION:
17 1.76
2.56
COMBO 1
V06
2.03
ESCALERA 1
.
05
SIGN INDICATION
BEHIND ALL THE DOORS THERE MUST BE A MAP OF THE ROUTE TO EMERGENC THE LOCATION OF THE ROOM.
MISCELLANEOUS NOTE
17
1.83
3.10
P12 NOTE: P16 SIGN IN PERCEPTIBLE RELIEF TO THE TOUCH. 17 OF SIGN. 17 PLACED AT 1.50m FROM HEIGHT TO BOTTOM EDGE V07 MINIMUM DIMENSIONS OF LETTERS SHOWN IN THE DETAIL COMEDOR
01
17
MODIFICACIONES
1/2 - HOUR 05
I
N°
DESCRIPCION MUST
FECHA BE COMPLIED WITH THE SIGNALING OF LIGHT SIGNALS A IN BRAILE AS INDICATED ON DRAWINGS, THESE M APPROVED BY THE INSPECTOR ARCHITECT IN CHARGE.
FECHA
MODIFICACIONES INDICATIONS
-
“Obra original propiedad intelectual de Ronald M. Zurcher “ObraArquitectos original propiedad S.A. intelectual de Ronald M. Zurcher Arquitectos S.A. SPECIFICATION prohibida la reproducción total o parcial prohibida sin la reproducción total o SEE parcial DETAIL y el uso delAND contenido sin I y el uso del contenido consentimiento, según la Ley N°6683 y su Reglamento.” consentimiento, según la Ley N°6683 y su Reglamento.”
R0
0.08
15.05
6'
7' 6'
4.108
ents\1519_MARRIOTT VACATION CLUB DOC R18_XALVAREZ.rvt
4.108
1 : 50
A4-108 SCALE
1 : 50
4.108b
8 7'
8
ENLARGED SALES ENLARGED LEVEL L100 SALES 0+3.50 LEVEL L100 0+3.50
A4-108 SCALE
4.108b
1 : 50
A4-108 SCALE
TYPE OF PLACEMENT OF LAB A- PLACEMENT IN CEILING B- PLACEMENT IN WALL / COLU C- PLACEMENT IN WALL / FLAG
NOTE: ALL EMERGENCY DOORS WILL BE INDICATED INSIDE AND OUT WITH PUSH BAR
BUILDING NOT HEIGHT 05
SHAFT CONSTRUCTION:
17
TYPE OF PLACEMENT
N.F.P.A 101
V06
0.12
17
17
17
DIRECTION TO EXIT 11
10
01
05
COMBO 1
17
TYPE OF LABEL
A
NPT 0+ 3.50
NPT 0+ 3.50 ELEMENT
PV20
17
17 PV28
1
La regulación local de seguridad de humana es homóloga a la NFPA y compatible con los estándares de diseño de Marriott. Una circulación exterior hace que los medios de salida se compartan entre los tres volúmenes que conforman el proyecto. Dos escaleras en extremos opuestos conectan cada nivel hasta la azotea. Una escalera de dos pisos conecta todos los niveles del edificio de operaciones y ventas. / Local life-safety regulation is homologus to the NFPA and compatible to Marriott’s design standards. An exterior circulation makes the means of egress are shared among the three volumes that conform the project. Two staircases in opposite extremes connects every level up to the rooftop. A two-floor staircase connects all levels of the operations and sales building. A4-108 SCALE
SEE DETAIL AND EXTINGUISHER SPECIFICATION IN MECHANICAL DRAWINGS
EVACUATION PATH
APARTMENTS 17
17
1.03
1.05 0.09 0.09
0.33 0.33 25 MM 0.35 0.33 25 MM
17
05
COMBO 2
P
0.33 0.33
0.97
17
P19
V06
V06
NPT 0+ 3.50
17
2.09 3.22
3.35 17.50
0.35 0.33
3.35
COMEDOR
05
NPT 0+ 3.50
05
OCCUPANCY: RESIDENTIAL
PV20
COMBO 2
P
3.35
2.25
NPT 0+ 3.50
17
P13 BODEGA
8
4-108c
V06
17
0.320.23
05
3.22
2.70
3.35
3.22 2.09 3.22 1.05 0.09 0.09
V07
3.30
ENLARGED SALES ENLARGED LEVEL L000 SALES 0+0.00 LEVEL L000 0+0.00
17 PV28
PV20
GALERIA
15.05
6'
17 PV28
0.33 0.33
17 PV20
17
15.05
6'
NPT 0+ 3.50
V06
PV20
STAIR FLOOR NUMBER 05
Q
COMBO 3 3.01
0.23 2.70
3.15 3.35
2.70
1.05 3.22
2.15
0.33 0.33 2.70
3.35
3.02
17
2.35
3.30 3.10
1.15
NPT 0+ 3.50
FLOOR SLAB WITH IIC 55
15
05
FIRE RESISTIVE RATING REQUIREMENTS
1.69
05
2.06
I
3.60
3.02
3.02
1.71
14
1.09
DOORS AND WINDOWS WITH STC 36 OFICINA DE
SISTEMAS OFICINA DE DIRECTOR OPS
1505
05
0.15 0.15
I 2.65
PD
4.30
0.28 1.86
IIC 55
15
3.02
0.20 1.09
STC 36
BODEGA 18
07 01 01 0711 15
1.09
3.60
1.09 1.150.15 0.15
Q
3.08
2.10
SISTEMAS
S.S.H. BODEGA 18
07
1.71
1.24
4.18
1.05
0.55
60 p S.S.M.
14
1.86
R0
05
1.76
PV28
A4.109
V06
17
17
4.30
1.42
NPT 0+ 3.50 NPT 0+ 3.50
TL
17
05
0.35
1.55
1.55
1.15
3.10
4.108c
0.35
TOTAL
AREA DE DESCANSO S.S.H.
1.24
P13
NPT NPT 0+ 0+ 3.503.50
GALERIA
NPT 0+ 3.50
? ?
0.80
1.24 0.15
P12
V06
PV28
14 DOORS WITH STC 32 P17 P17 0.80
1.09
P13
? ?
0.06
2.03
14
17 05
A4.109
M
PASILLO
WALLS AND FLOOR SLAB WITH STC 59
P10
V07
05 3.08
0.37
05
14
2.25
3 COMBO COMBO 4
1.59
3211 P17
TL
NPT 0+ 3.50
2.09
STC 59
V06
17.50
0.15
59
STC P17 32
0.83 1.05
COMBO COMBO4 5
PV20
NPT 0+ 3.50
17
HUESPED
2.80
1.42
11
1.20
STC 55 SERVICIO WALLS AND FLOOR SLAB WITH STC 55 05 05
1.20
1.24 2.36
P12
11
A4.109
M
0.80
P12
05
I
0.20
13 11
11
3.34
0.15
V03
AREA DE DESCANSO
01
05
4.108c
CONTINUACION
55
1.09
P17
100
11
3.34
3.34
1.20
1.20 3.34
1.09
P10
14
14 14
0.28
0.59
7
1.55
1 321.23 sf
300
1.55
1.56 0.59
2.12
361.67 sf 19
3.60
05
V06 V07 3.08 4.18
1417
PV20
17
1705
8.53
1.00
8.53
1.20
2.63
5.35
CONTINUACION
4.108c
0.80
1.68
SERVICIO HUESPED
4.108c
DESCRIPTION A4.109
CUARTO DE SERVICIO
0.370.18
0.370.18
40
V03
CUBICULOS
TYPE
20
200
ALMACENAJE PROVEDURIA MERCADEO
COODINACION DE SERVICIO
OCC. LOAD
CUARTO DE SERVICIO
0.56
7 882.38 sf
CUBICULOS
V03
ACOUSTIC REQUIREMENTS - CONST. CRITERIA
1.57
FACTOR
ALMACENAJE PROVEDURIA MERCADEO
2.63
4.80
COODINACION DE SERVICIO
0.56
AREA SF
05 15
17
2.80
0.15
P16
14
1.57
1.27
P09
05
1.20
4.801.09
05
2.15
0.15 0.66
P12 2.36
2.70
3.35
V03
17.50
05
0.37
05
0.82 0.06
2.25
17
COMBO 7
1.05
V03
2.62
1.09
P19
05 P17
V03
3.15
1.80
CORDINACION DE MERCADEO
1.00
05
17 PV28
PV20
1.08
0.71
0.33 0.33
0.80
V06
2.70
0.80
NPT 0+ 3.50
05
0.15
01
1.75
1.20
V04
14
14
17 PV28
PV20 COMBO 7
2.70 25 MM
1.80
CORDINACION DE MERCADEO ENLACE
2.25
05
125 MM. MINIMO
0.712.30
14
V06
1.68
0.15 0.71
01 P11
OFICINA 14 SERVICIO
1.75
1.09
P16
14
0.56
0.56 1.56
2.12
05
BUSINESS AREAS
P
1.59 3.60
0.80
05
PASILLO
MECHANICAL / STORAGE 19
17 05
0.97
0.80
0.05 0.83
NPT 0+ 3.50 NPT 0+ 3.50
3.22
PBX 14
0.33 0.33
3.17
14
0.250.35
P15
1.08
COPIADO
1.35
2.30
2.62
01 01
P11
20
RESIDENTIAL
P
1.20
1.33
5.35
14
OFICINA 14 VIGILANCIA SERVICIO V03 V04
0.37 0.31
A4.109
0.37 0.31
2.12
2.12
1.27
P09 4.108c
OCCUPANCY TYPE A4.109 4.108c
P
1.20
0.51 3.17 0.25
0.85
0.85
01 05 01 01
0.15 0.66
0.180.40
17.50
1.75 1.09
P19
14
V06
2.70 3.60
V06 V06 3.08 3.07
17 17 1.05 0.82
2.25
COMBOCOMBO 6 5
NPT 0+ 3.50
0.250.35 0.250.25
05 05
V07 V06 3.08
COMBO 6
2.25
PBX
2.70 2.70
4.33
SIGNS OF EVACUATION ROUTE LEADING TO USUAL EXITS.
TYPE OF LETTER (FORM AND SIZE): THE LETTER MUST BE TYPE SWIS 712 BT BOLD
P
17.50
1.15 0.85
0.85
14
0.15
0.85
0.85 1.20
17.50
1.75
0.180.40
0.71
1.20
1.80
V06
0.25 0.350.25 0.25
4.18 3.07
17 0.05
8
3.20 4.33
0505
05 1.05
14
14
VIGILANCIA V03
A4.109
14
14
2.83
1.95
LEVEL 000 OCCUPANT LOAD / NFPA 101
ents\1519_MARRIOTT VACATION CLUB DOC R18_XALVAREZ.rvt
(a, b, c) El tercer volumen que conforma el conjunto distribuye el programa de operaciones y ventas en dos niveles en planta baja y planta alta respectivamente. El nivel de ventas está en el mismo nivel que el del acceso desde el hotel existente, asemejandose a la situación de una planta noble. / (a, b, c) The third volume that makes up the complex distributes the operations and sales program in two levels: on the first and second floor respectively. The sales floor is on the same level as that of access from the existing hotel, resembling a situation similar to a pianta nobile.
C:\Users\czuniga\Documents\ZALOCAL\1519_MARRIOTT VACATION CLUB DOC R18_czuniga22PDF.rvt
(c)
N
0.15
N
01
05
4.108d
A4.109
05
0.26
O
1 : 110
4.108d
A4.109
3.60 2.70
05
3.22
P15
4.108d
3.20 3.20
7.65
1.09
P17
0.98
0.98
0.15 0.15
14
V07 4.18
A4.109
V03
0.350.25
2.09
1.801.09
P17
1.09
1.60 1.09 1.33 0.15
OFICINA OPS
2.60
0.71 0.25
2.60
2.60
1.85 0.26
Q
05
3.08
0.320.23
1.09
P17
Q
0.97
4.73 1.27
1.45 0.25
COPIADO 1.95
0.37
05
4.108d OFICINA MERCADEO
V03
14
Q 05
APARTMENT ENTRY & CONNECTOR DOOR SCALE
3.60
1.75
0.15 0.15
ENLACE
O
0.37
Q
V03 05 14
05 1.09
V03
0.15
OFICINA OPS 1.15
V03
OFICINA OFICINAS MERCADEO
P16
1.09
1.57
14
1.20
0.25 1.20 2.60
0.71
1.20
3.15
V03
OFICINAS
P09
P16
V03
0.54
05 14
P17
0.18
1.27
1.45 0.18
14
1.57 0.94
05
V03
14 P09
1.20
1.20
V03
0.33
0.33
P
0.95 1.20
05
1.85
P
0.530.54
0.23
1.20 0.94
8 7'
15.05
4.32 3.20
2.70
1.20
A4.109
7' 6'
A4.109
15.05
3.15
0.95 1.48
FILL FRAME OPS WITH AC. INSULATION; REF: SPECS
OPS
P14
1.20 0.53
0.97
V03
05
1.20
HOLLOW METAL 0505 FRAME; V03 REF: V03 SCHED. 05
A4.109
4-108c
6'
A4.109
4.32
1.75
V03
1.48
05
0.51
3.20
V03
2"
2.50
P14
1.48
05
2.83
A4.109
1.20
4'
3.30
1.35
4.108d
A4.109
1.20
0.15
4.108d 3.20
0.08
Q 05
0.45
1/2"
2.50
0.45
0.08
Q
1.57
05
4'
8
3.30 3.10
0.15
1.48
05
A4.109
1.09
1.20
3.10
4-108c
4.108e
8
4.73
1.57
8.65
A4.109
6'
15.05
3.01
4.108e
A4.109
6'
15.05
8.65
05
(b)
A4.109
4'
1.60
4'
1 : 100
0.320.23
4-108c
CODE PLAN LEVEL L000 / FIRE RATING DIAGRAM & STC DIAGRAM
3.01
4-108c
1.601
A1-601 SCALE
4.108e
3.15
1 MEANS OF EGRESS REQ'D
2
1/200sf
2.10
4080.58 SF
36
(RESIDENTIAL)
0.55
(RESIDENTIAL)
DIMENSIONS (MM) MAX. DISTANCE OF THE OBS
SHAPE
1 : 50
PROYECTO:
PROYECTO:
AMPLIACIÓN MVC LOS SUEÑOS AMPLIACIÓN MVC LOS SUEÑOS
INFORMACION DE REGISTRO PÚBLICO PROPIETARIO:
INFORMACION DE REGISTRO PÚBLICO
PROPIETARIO: BANCO IMPROSA SOCIEDAD ANONIMA
BANCO IMPROSA SOCIEDAD ANONIMA
CEDULA JURIDICA: 3-101-079006
CEDULA JURIDICA: 3-101-079006
N° DE CATASTRO: P-1945763-2017
N° DE CATASTRO: P-1945763-2017
CONTENIDO:
CONTENIDO:
SALES AND OPERATIONS
SALES AND OPERATIONS
OF DOORS IN DOOR DETAIL SH 0
2
Zürcher Arquitectos
VIEW DETAIL
D03 A5-015
8
NOTE: ALL THE RAILING WILL HAVE AUTOMOTIVE TYPE FINISH
11
CERAMIC ROOF TILE (07 32 13)
35%
90
D05 A5-015
DIMENSIONS IN CM
.15 ø0
V02
PV07
V02
4
V01
PV07
5
V01
PV07
6
V01
7
V01
PV07
V02
PV07
V02
V01
PV07
V01
PV07
V01
V01
PV07
BLACK IRON HAND RAIL, DE 38mm ø, AUTOMOTIVE TYPE
1.65
V02
PV07
1,07
V02FINISH
PV07
V01
V01
BLACK IRON TUBES, DE 25 mm ø, (SEPARATION OF 10 cm BETWEEN THEMSELVES)
V02
PV07
V02
V01
PV07
V01
PV07
V01
V01
PV07
VERTICAL V02
TUBES PARTS OF BLACK IRON OF 38mm ø @ 1.20m MAXIMUM SEPARATION
PV07
0.75
V01
V01
PV07
BLACK IRON TUBE OF 25mm ø, AS INDICATED V01 PV07 IN DETAIL OF ELEVATION
V01
V01
10
0.10 0.10
V01
0.10 0.10
0.10
?
CONCRETE WALL WITH STONE VENEER SIDING
VIEW DETAIL
5.038
ELEVATION 2.102 A5-015
SCALE
1 : 100
SECTION B-B
SECTION A-A
A
21 22
ENLARGED DETAIL 03
SMOOTH ROD ANCHOR V01 16mm ø @ 1.15mm MAX
V02
PV07 OF
? ?
?
VIEW DETAIL
5.035 A5-015
1.40
6
1.65
6
0.45
1,07
CONCRETE WALL WITH STONE VENEER SIDING FINISHING IN EXPOSED CONCRETE.
6.2 VER DETALLE
4.106d
CONCRETE WALL PAINT EXTERIOR/INTERIOR FINISH (09 91 23)
A4.106
CONCRETE WALL WITH STONE VENEER SIDING
VIEW DETAIL
RAISER
17.39cm
SECTION 5.036 A5-015
? WALL HANDRAILS DETAIL SCALE
1 : 20
TYPICAL ROOMS
LEVEL 000
5.037 A5-015
15
7.5
CONCRETE WALL WITH STONE VENEER SIDING
CONCRETE WALL PAINT EXTERIOR/INTERIOR FINISH (09 91 23)
5.037
12
A5-015
WATERPROOF 17.36cm CONSTRUCTION JOINT, EMSEAL OR SIMILAR. SEE SPECIFICATION 07 95 13
SCALE DETAIL SCALE
1 : 10
5.038 A5-015
?
35%
0.17
0.17
HANDRAIL SUPPORT SQUARE ALUMINUM TUBE 38.1 mm PLACE IN EXTREMES AND @ 1.25m MAX.
35%
BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
3.15
5.92
BALUSTER SUPPORT SQUARE ALUMINUM TUBE
BALUSTER SUPPORT SQUARE ALUMINUM TUBE
0.85
BALUSTERS ROUND ALUMINUM TUBE d. 12 mm @ 10 cm MIN
35%
12 mm @ 10 cm MIN CONCRETE WALL PAINT EXTERIOR/INTERIOR FINISH (09 91 23)
1.07
VER DETALLE
BALUSTERS ROUND ALUMINUM TUBE d.
BRAILLE NOTE INDICATES FLOOR LEVEL
ES
V02 58
PV07
CERAMIC ROOF TILE (07 32 13)
1.07
(c)
?
V01
HANDRAIL SQUARE ALUMINUM TUBE 38.1 mm
HANDRAIL SUPPORT SQUARE ALUMINUM TUBE 38.1 mm PLACE IN EXTREMES AND @ 1.25m MAX.
3.10
NPT 0+9.80 msnm 107.50
SYNTHETIC ANTI-SLIP BAND, ACCORDING TO SPECIFICATIONS
CONCRETE WALL PAINT La intención del diseño es evocar aspectos de la arquitectura colonial con detalles simplificados. En la composición de la fachada de un volumen de villas, la variación se consigue a través de referencias EXTERIOR/INTERIOR FINISH ? (09 91 23) a la arquitectura colonial. En el interior, los pasamanos y barandillas de metal tienen una expresión estoica y algunos aspectos del interior se acentúan a través de cambios de niveles en el cielo. El detalle de pasamanos integra las consideraciones de diseño para cumplirP01con la reglamentación de / The intention of P01 seguridad humana. P01 P01 the design is to P01evoque aspects of colonial architecture with simplified 5.015 details. In the façade comoposition of a volume of villas, variation is achieved through references to colonial architecture. Inside, metal handrails and railings have a stoic expression and some aspects of A5.010 the interior is accentuated through suffits. The handrail details bring together design considerations to comply with life-safety regulation. BALUSTER SUPPORT SQUARE ALUMINUM TUBE 33.9 mm
FINISHED IN CONCRETE EXPOSED ACCORDING TO INTERIOR PLANS
mm ø
HANDRAIL SQUARE ALUMINUM TUBE 38.1 mm
0.90
30 FOOTPRINT
1 : 15
0.85
NFL 0+12.90 msnm 110.65
SCALE
18
35%
?
1 : 5
20 19' ENLARGED DETAIL 04
35%
SCALE
D05
35%
D03
NOTE: DIMENSIONS IN CM
F PE
PV07
1.20 m
A5-015
A4.104
B
V01
3.50
V01
ALUMINIUM RAINWATER DOWNPIPE SEPARACION MAXIMA
35%
A5-015
PV07
35%
2.102
4.104e NOTE: DIMENSIONS IN CM
30.5
SEE SCHEDULES
PV07
0.10
5.037
A2-101
5.037
V01
90
V01
PV07
90
V02
VER DETALLE
IEW DETAIL
LAST STEP
V02TOP VIEW PV07
5.038 A5-015
VIEW DETAIL
B
V02
LOWER FINISHING IN CONCRETE EXPOSED WITH PASTICA AND THREE HANDS OF PAINTING WHITE COLOR.
115 MAXIMUM
35%
ø0 .15
HANDRAIL TUBE BENDING AGAINST THE WALL
PV07
FORGED LADDER WITH CONCRETE TO
CERAMIC ROOF TILE (07 ACCORDING 32 DENSE SLAB, STRUCTURAL PLANS 13)
V01
30.5
BLACK IRON HAND RAIL, 38mm ø, AUTOMOTIVE TYPE FINISH
5 0.1
1,07
90
VACIO
PV07
HANDRAIL TUBE BENDING AGAINST THE WALL
A
5 ø
V01
PV07
.15
1.10
PV07
CONCRETE WALL PAINT EXTERIOR/INTERIOR FINISH (09 91 23)
BLACK IRON HAND RAIL, 38mm ø, AUTOMOTIVE TYPE FINISH
V02
LAST STEP
C:\Users\xalvarez\Documents\1519_MARRIOTT VACATION CLUB DOC R18_XALVAREZ.rvt
6
A5-015
V02
ø0
1.60
V02
0.10
METAL PLATE 75x75x4.8 mm EXPANSIVE ANCHOR BOLTS OF 9.5x125mm
PV07
1 : 5
GLU-LAM WOOD COLUMNS, SEE STRUCTURAL PLANS.
3.10
SCALE
B
VIEW DETAIL
D01
90
35%
V01 DETAIL/CONCRETE V01 PV07 PV07 WALL HANDRAIL SUPPORT
90
23.6
V01
1 : 2
58
90
NPT 0+0.00 msnm 97.70
SCALE
BLACK IRON HANDRAIL, 38mm ø, AUTOMOTIVE TYPE FINISH
VERTICAL TUBES PARTS OF BLACK IRON OF 38mm ø @ 1.20m MAXIMUM SEPARATION
?
90
A
PV07
VER DETALLE
5.011
P01
A5.010
3.15
D04
BRAILLE NOTE INDICATES FLOOR LEVEL
1.65
(b)
15
V01
PV07
2.15
V01
PV07
1 : 5
0.45
15
3.50
6
V02
HANDRAIL SUPPORT
5.035 A5-015
6
A
GUTTER 24 FINISHED GA STEEL, IN CONCRETE EXPOSED ACCORDING TO ENAMELLED OR INTERIOR PLANS ANTICORROSIVE FINISH (07 71 00)
METAL PLATE OF 50x100x4.8mm
V02 0.10
PV07
2 EXPANSIVE ANCHOR BOLTS OF 9.5x100mm
VIEW DETAIL
VERTICAL TUBES PARTS OF BLACK IRON OF 38mm ø @ 1.20m MAXIMUM SEPARATION
CERAMIC ROOF TILE (07 32 13)
90
SCALE
30 FOOTPRINT
RAILING SUPPORTS IN SMOOTH ROD OF 16 mm ø @ 1.15 MAX.
0.05
V01
PV07
METAL 50x100x4.8mm
22
5
PV07
V01 PLATE
1 : 5
1.05
V02
ENLARGED DETAIL 02
1.40
STEP EDGE
PV07
V01
0.06
1.65
G02
0.45
NPT 0+3.50 msnm 101.20
19
SCALE
21
BLACK IRON HANDRAIL OF 38mm ø, AUTOMOTIVE TYPE FINISH
35%
B
BLACK IRON TUBES, DE 25 mm ø, (SEPARATION OF 10 cm BETWEEN THEMSELVES)
V01
20
ENLARGED DETAIL 03
15.92
1.05 0.45
3.15
BLACK IRON HAND RAIL, DE 38mm ø, AUTOMOTIVE TYPE FINISH
BLACK IRON HANDRAIL, DE 38mm ø, AUTOMOTIVE TYPE FINISH
5
NPT 0+6.65 msnm 104.35
18
D03 IN CM
METAL PLATE 75x75x4.8 mm EXPANSIVE ANCHOR BOLTS OF 9.5x125mm
5
1 : 5
17
0.04
V02 NOTE
BRAILLE INDICATES FLOOR LEVEL (IN CHANGE OF FLOOR NOT ON THE STAIRS REST)
1.05 0.45
SCALE
3.15
15.47
ENLARGED DETAIL 01
TYPICAL RAILING DETAIL
B
NOTE: DIMENSIONS IN CM
A5-015
WOODEN LINTEL. TOBACCO BROWN FINISH OR SIMILAR APPROVED BY INSPECTION. CONCRETE MOLDING.NOTE: SEE DIMENSIONS ESTRUCTURAL PLANS.
CONCRETE WALL PAINT EXTERIOR/INTERIOR FINISH 5.034 (09 91 A5-015 23) SCALE 1 : 15
RAILING SUPPORTS IN SMOOTH ROD OF 16 mm ø @ 1.15 MAX.
3.8
VIEW DETAIL
5.037
CONCRETE MOLDING. SEE ESTRUCTURALELEVATION PLANS.
90
15
ø0 .15
CONCRETE WALL PAINT FINISH (09 91 23)
Z24 VACIO
3.10
35%
6 6
1.00
15
CEMENTICIOUS PLASTER FINISH (09 97 26.13)
CEMENTICIOUS PLASTER FINISH (09 97 26.13)
ALUMINIUM RAINWATER DOWNPIPE
STAIR EXTERIOR/INTERIOR SLAB FOUNDATION IN CONCRETE, SEALED
16
A5-015
V02
PV07
35%
35% 0.06
7.5
1.42
15
V01
PV07
CONCRETE WALL WITH STONE VENEER SIDING
GUTTER 24 GA STEEL, ENAMELLED OR ANTICORROSIVE FINISH (07 71 00)
14
V01
1.00
13
V01
PV07
BLACK IRON HANDRAIL, 38mm ø, AUTOMOTIVE TYPE FINISH
CONCRETE MOLDING. SEE ESTRUCTURAL PLANS.
1.65
3.10
.4
D01
15
1.00
12
NOTE: DIMENSIONS IN CM
NOTE: DIMENSIONS IN CM
1.65
90
16 VERTICAL TUBES PARTS NPT 0+9.80 OF BLACK IRON OF 38mm ø msnm SEPARATION 107.50 @ 1.20m MAXIMUM .15 ø0
1 : 100
STEP EDGE
V01
PV07
WOODEN LINTEL. TOBACCO BROWN FINISH OR SIMILAR APPROVED BY INSPECTION.
CERAMIC ROOF TILE (07 32 13)
1.15
0.05 2"
4
NFL 0+12.90 msnm 110.65
SCALE
V02
CONCRETE MOLDING. SEE ESTRUCTURAL PLANS.
ELEVATION 2.101
A2-101
4
2.57
5
BLACK IRON TUBE OF 25 mm ø
V02
PV07
GLU-LAM WOOD COLUMNS, SEE STRUCTURAL PLANS.
7.5
(a)
V01
? ?
SEE SCHEDULES
?
35%
2.75
21
D05
15
VIEW DETAIL
D01
CONCRETE WALL PAINT EXTERIO/INTERIOR FINISH (09 91 23)
JUNTA DE CONSTRUCCIÓN IMPERMEABLE, EMSEAL O SIMILAR. VER ESPECIFICACIÓN: 07 95 13
VIEW DETAIL
A5-015
6
A ALUMINIUM RAINWATER DOWNPIPE
2.101
VIEW DETAIL
B
0.45
PV07
1 : 5
1.65
35%
CONCRETE WALL WITH STONE VENEER SIDING
BLACK IRON HANDRAIL, DE 38mm ø, AUTOMOTIVE TYPE FINISH
SCALE
CEMENTICIOUS PLASTER FINISH (09 97 26.13)
CERAMIC ROOF TILE (07 32 13)
35%
2.58
3.15 3.50
NPT 0+0.00 msnm 97.70
BRAILLE NOTE INDICATES FLOOR LEVEL (IN CHANGE OF FLOOR NOT ON THE STAIRS REST)
ENLARGED DETAIL 01
1.05 0.45
V01
PV07
90
V01
35%
35%
0.58
NPT 0+6.65 msnm 104.35
D01
CEMENTICIOUS PLASTER FINISH (09 97 26.13)
2.15
3.15
16.05
0.420.58
3
16.89
V01
PV07
2
1.05 0.45
1
90
V01
35%
2.51
35%
5.015 A5.010
NPT 0+9.80 msnm 107.50
1.65
VER DETALLE
23.6
D03
VERTICAL TUB OF BLACK IR @ 1.20m MA
1.00
0.59
A5-015
1.15
CONCRETE WALL PAINT EXTERIOR/INTERIOR FINISH (09 91 23) NOTE:
G02
NPT 0+3.50 msnm 101.20
A5-015
0.05 2"
CONCRETE MOLDING. SEE ESTRUCTURAL PLANS.
35%
VIEW DETAIL
VIEW DETAIL
3.10
Involvement: Collaboration in meetings with the client, design wokrshops with a foreign operator, presentations, schematic design, 3d modeling, design development, coordination of the consultant team, construction plans, construction inspection.
35%
3.15
NFL 0+12.90 msnm 110.65
CERAMIC ROOF TILE (07 32 D05 A5-015 13)
.4
A4.104
1.20 m
16
Marriott Vacation Club Los Sueños Project architect
4.104f
BLA OF
VIEW DETAIL
MAXIMUM SEPARATION
CONCRETE WALL PAINT EXTERIOR/INTERIOR FINISH (09 91 23) CONCRETE MOLDING. SEE ESTRUCTURAL PLANS.
35%
VER DETALLE
10
35%
Zürcher Arquitectos
9
CONSTRUCTION JOINT,BLACK EMSEAL OR IRON HANDRAIL, SIMILAR. SEE DE 38mm ø, AUTOMOTIVE TYPE FINISH SPECIFICATION 07 95 13
5
Z20 2019-2 EN
21
BRAILLE NOTE INDICATES FLOOR LEVEL (IN CHANGE OF FLOOR NOT ON THE WATERPROOF STAIRS REST)
STAIR RAIL SCALE
1 : 5