J-1-2_RT_STRUCTURAL.pdf
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J-1-2 RT Structral
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SHEET INDEX
SG.1
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11 e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
DESING RESPONSABILITY
ING. ORLANDO GEI BREALEY
SHEET INDEX MODIFICATIONS LIST
TORRE DE RAPEL - DELEGACION MURCIELAGO
SG.1 SHEET INDEX
SG.2 GENERAL INFORMATION AND DETAILS
SG.3 ORIGINAL CONTOUR LINES PLAN
SG.4 EARTHWORK PLAN STRUCTURAL DETAILS
SG.5 TERRAIN PROFILES
S0.2 FOUNDATION DETAILS
S0.3 BEAM, COLIMNS, SLAB AND WALL DETAILS
S0.4 STRUCTURAL FRAMEWORK AXIS 1 AND 2
S0.5 STRUCTURAL FRAMEWORK AXIS 3, A AND B
S0.6 STRUCTURAL FRAMEWORK AXIS C, D,
E AND F
S0.7 FOUNDATION PLANS, LEVEL 0+2.88m AND
LEVEL 0+5.76m.
S0.8 FLOOR AND BEAMS PLANS LEVEL 0+8.64m, LEVEL 0+11.52m AND LEVEL 0+14.40m.
S0.9 CROWN BEAMS PLAN AND STRUCTURAL
ROOF PLAN
S0.10 TRUSS DETAILS
S0.11 WALL TYPOLOGY PLANS LEVEL 0+0.00m, LEVEL 0+2.88m AND LEVEL 0+5.76m.
S0.12 WALL TYPOLOGY PLANS LEVEL 0+8.64 AND
LEVEL 0+11.52m
FINISH TYPE
CONTOUR TYPE
ELEMENT BORDER
PLUG WIDTH OR WELD DEPTH
WELD THROAT
PREPARATION DEPTH
REFERENCE LINE
SPECIFICATION REFERENCE
TAIL (OMITTED IF NO REFERENCE)
BASIC WELD SYMBOLOGY OR
DETAIL REFERENCE
WELD LENGTH
WELD CENTRE TO CENTRE SPACEMEN
FIELD WELD
ALL AROUND WELD
WELD SITE
(A
RR
O W
S
ID
E) (O
PP
O
SI
TE
S
ID
E)
SIDEB(E)
(B O
TH
S
ID
ES
A
B T
F A
R
WELD SYMBOL ELEMENTS LOCATION
M M
METAL STRUCTURES AND WELDING NOTES
MATERIALS
MATERIALS MUST COMPLY WITH THE FOLLOWING SPECIFICATIONS:
*GRADE ASTM A36 STEEL SECTIONS f'y = 2520 kgf/cm² (ASTM A-36)
*E7013 ELECTRODES
*COLD ROLLED GALVANIZED STEEL SECTIONS MUST BE FABRICATED USING f'y = 2320 kg/cm² STEEL SHEETS, WITH AN ELASTICITY MODULE OF 2,07x10E5 kg/cm². STEEL MUST COMPLY WITH ASTM A6110, ASTM A446, ASTM A670 (GRADE 33)
STANDARDS.
SHOP MANUFACTURE
BEFORE STARTING WITH ANY STEEL MANUFACTURE, THE CONTRACTOR MUST SUBMIT FOR APPROVAL 100 % OF THE
ELEMENTS PLANNED TO BE PRODUCED. THE MINIMUM FOLLOWING DETAILS MUST BE PRESENT:
A) ELEMENT CODIFICATION PLAN
B) FOR EACH ELEMENT:
*GENERAL GEOMETRY
*EXPLODED VIEW WITH ITS RESPECTIVE SIZE TABLE
*JOINT DETAILS
*MATERIAL PREPARATION INDICATION
*WELD LENGTH AND TYPE INDICATION
*STRUCTURE HOISTING PLAN
*SITE AND SHOP FINISH
*FINISH PIECE INDICATION AND ITS JOINT DETAILS WITH ADJACENT ELEMENTS AND/OR SUPPORT DETAIL.
C) HOISTING DRAWINGS
*ELEMENT CODIFICATION
*OPERATION, STOCKING AND ASSEMBLY CONDITIONS
*PLATES AND SUPPORTS DETAIL AND LOCATION FOR RECEIVING PREFABRICATED
*TEMPORAL AND FINAL JOINT DETAILS
*TEMPORAL AND FINAL SUPPORT DETAILS
*FINAL FINISH INDICATION
SPLICES
ONE WELDED SPLICE WILL BE ACCEPTED AT MOST IN REASON OF MAXIMUM MATERIAL USAGE (COMPLETE JOINT PENETRATION IN A BAR WITH A MINIMUM LENGTH OF 6 M, BARS LESS THAN 6 M IN DIAMETER CAN NOT BE SPLICED).
CUTS
GUILLOTINE OR HACKSAW WILL BE USED TO CUT PLATES. BLOWTORCH CUTS ARE NOT ALLOWED.
PAINT
ALL STEEL ELEMENTS, AND ITS COMPONENTS, MUST PAINTED WITH AN ANTICORROSIVE BASE AND A FINISH LAYER. THE ANTICORROSIVE BASE WILL BE 2 COATS OF ZINGA, OR A SYSTEM THAT MATCHES ITS SPECIFICATION, WITH A 90 MICROMETER DRY FILM THICKNESS EACH. THE FINISH COAT WILL BE A PAINT WITH AN ALKYD RESIN BASE, WITH GOOD
IMPACT RESISTANCE, SIMILAR OR EQUAL TO KATIVO FAST DRY AD-8.
THE LAS COAT OF PAINT WILL BE APPLIED ONCE THE STRUCTURE'S ASSEMBLY IS COMPLETED, COATING ALL SURFACES IN
CONTACT WITH JOINT PLATES.
THE FINISH LAYER MUST BE WEATHER RESISTANT AND REMAIN WHOLE FOR THE STIPULATED STRUCTURE LIFETIME
ACCORDING TO THE CLIENT.
ANY MANUFACTURER SPECIFIED LAYER THICKNESS AND QUANTITY MUST BE COMPLIED WITH OVER THE ABOVE
SPECIFICATION, ALWAYS THAT IT INCREMENTS THE SYSTEM'S ANTICORROSIVE PROPERTIES.
EXECUTION PROCESSES, REQUIRED ENVIRONMENT CONDITIONS AND OTHER INSTRUCTIONS MUST BE PROVIDED BY THE
MANUFACTURER.
WELDS
THE ELECTRIC MANUAL WELDING METHOD SHALL BE USED, USING COATED ELECTRODES, IN EVERY PLATE AND STEEL SECTION JOINT IN GENERAL. FOR THE VISUAL INSPECTION OF WELD SEAMS, THE FOLLOWING CRITERIA WILL FOLLOW:
STANDARD SYMBOLOGY FOR WELDED JOINTS
SUPPLEMENTARY WELD SYMBOLS
SUPPORT SUPPORT ALL
AROUND
FIELD WELD FLAT OR CONVEX
OUTLINE
DESIRABLE PROFILES
CONCAVE CONVEX
UNACCEPTABLE PROFILES
INSUFFICIENT
THROAT
EXCESSIVE
CONVEXITY
EXCESSIVE
UNDERCUT
OVERLAP INSUFFICIENT
MEASUREMENTS
ACCEPTABLE PROFILES
CONCAVE CONVEX
FLARE -
BEVEL
BENEATH FILLET PLUG OR
SLOT
RANURAS O PIEZAS A SER SOLDADAS
SQUARED V BEVEL U J FLARE - V
GRAIN SIZE DISTRIBUTION FOR BALLAST
SIEVE TYPE
7,72 cm 5,08 cm 3,81 cm 2,54 cm 1,91 cm 0,95 cm N° 4 N° 10 N° 40 N° 200
% PASSING BY WEIGHT
SUBBASE
40-70 10-50 0-15
BASE
70-100 60-80 45-75 35-60 25-50 10-30 5-15
CONCRETE MASONRY UNIT NOTES
1- ALL CONCRETE MASONRY UNITS WILL HAVE 15X20X40cm DIMENSIONS, PC TYPE OR SIMILAR, APPROVED BY THE INSPECTION, WITH A NOMINAL STRENGTH OF THE CMU PRISM OF f'm=100kg/cm2 (TYPE A - CSCR10)
2- THE AVERAGE BLOCK STRENGTH WILL BE 133kg/cm2, BUT THE INDIVIDUAL BLOCK STRENGTH WILL NOT BE LOWER THAN 120kg/cm2, ACCORDING TO THE MEIC STANDARD.
3- ALL BLOCK CELLS WILL BE FILLED WITH f'c=175kc/cm2 STRENGTH CONCRETE, UP TO FINISHED
FLOOR LEVEL. CELLS THAT CONTAIN A VERTICAL REBAR WILL BE COMPLETELY FILLED WITH
CONCRETE OF THE SAME STRENGTH.
4-HORIZONTAL REBAR WILL BE PLACED IN A BLOCK BEAM. THIS BEAM WILL BE CASTED USING A f'c=175kc/cm2 STRENGTH CONCRETE. ALL HORIZONTAL REBAR WILL BE ANCHORED TO BORDER
ELEMENTS USING STANDARD HOOKS.
5- BLOCKS WILL BE PLACED IN HORIZONTAL ROWS, WITH OVERLAPS BETWEEN ROWS. THE
VERTICAL ALIGNMENT AND OVERLAP WILL ALLOW THE VERTICAL REINFORCEMENT TO BE PLACED
CONTINUOUSLY ALONG CELLS.
6- MORTAR THICKNESS FOR JOINTS BETWEEN CMU WILL NOT BE LESS THAN 10mm OR LARGER THAN 15mm. MORTAR STRENGTH WILL BE AT LEAST f'c=175kc/cm2.
7- STRUCTURAL COMPONENTS OVER WHICH THE CMU IS PLACED, WILL PRESENT A FLAT SURFACE
THAT ALLOWS THE INITIAL HORIZONTAL MORTAR LAYER TO BE PLACED, WITH A THICKNESS
BETWEEN 10mm AND 25mm.
8- PIPES OR DUCTS MUST NOT BE EMBEDDED IN THE MASONRY IF THEY INTERRUPT THE
CONTINUOUS REBAR OR WHEN THEY ARE NOT CONSIDERED FOR DESIGN. THE PIPING MUST NOT
BE LARGER THAT A THIRD OF THE WALL'S THICKNESS
STEEL PROFILE NOTES
1- ALL PURLING-TYPE PROFILES INDICATED IN DRAWINGS WILL BE COLD
ROLLED, A-570-33 STEEL WITH A YIELD STRENGTH OF fy=2310 kg/cm2.
2- IF THEY CANT BE ACQUIRED, THEY WILL BE FABRICATED WITH THE
MEASURES AND THICKNESS USED IN SHOPS SUCH AS METALCO OR INDESA.
3- ALL RT-TYPE PROFILES WILL BE PAINTED WITH AT LEAST TO LAYERS OF
ANTICORROSIVE PAINT AND TWO LAYERS OF ENAMELLED PAINT,
ACCORDING TO SPECIFICATIONS AND COLOR TO BE CHOSEN BY THE
INSPECTION.
4- ALL WELDS WILL BE DONE USING TYPE E6012 OR E6013 ELECTRODES, AND
WILL BE PERFORMED FOLLOWING THE A.W.S. STANDARD.
5- THE FOLLOWING TABLE INDICATED THE ELECTRODE'S DIAMETERS AND
AMPERES THAT MUST BE USED, ACCORDING TO THE PROFILE'S THICKNESS:
AMPERAGE VALUE CAN BE ADJUSTED TO THE MANUFACTURERS
INDICATIONS FOR THE ELECTRODE TO BE USED.
IMPORTANT NOTE:
ALL MEASUREMENTS WILL BE VERIFIED ON-SITE AND APPROVED BY THE
INSPECTION. IT IS RECOMMENDED TO MAKE DRAW THE STRUCTURE USING
ROPE FIRST. IN CASE OF ANY DOUBT, IT MUST BE CONSULTED WITH THE
INSPECTION.
2- ALL SLAG MUST BE REMOVED FROM WELD UNIONS, AND THEN PAINTED
THE SAME WAY AS THE REST OF THE ELEMENTS.
20-30 45-65
90-100
AMPERAGETHICKNESS
mm
SHEET
GAUGE
ELECTRODE
Ø
1.51 2.30 3.03
1/16" 3/32" 1/8"
SOIL NOTES:
1- TOPSOIL LAYER MUST BE COMPLETELY REMOVED.
2- BEFORE ANY CASTING ANY CONCRETE, EVERY FOOTING BOTTOM MUST BE
CHECKED AND APPROVED IN THE LOGBOOK. A 5cm THICK CONCRETE SEAL WITH A F'C=100 kg/cm2 STRENGTH MUST BE CASTED AFTER APPROVAL.
3- A 15 ton/m² SOIL CAPACITY, AT FAILURE, IS ASSUMED FOR DESIGN CONSIDERATIONS, WITH A SAFETY FACTOR OF 3,0 (5 ton/m2 OF SOIL
ADMISSIBLE CAPACITY).
4- FILL MATERIAL TO BE USED TO ACHIVE THE REQUIRED TERRAIN LEVEL WILL
BE SELECT, WITH A CBR ≥ 10 AND SUBMITTED FOR APPROVAL.
BUILDING CLASSIFICATION ACCORDING STRUCTURAL SYSTEM
DESIGN INFORMATION ACCORDING TO CSCR-2010
ANALYSIS METHOD
EFFECTIVE PEAK ACCELERATOR
GLOBAL ASSIGNED DUCTILITY
LOCAL DUCTILITY
ELEVATION REGULARITY
PLAN REGULARITY
BUILDING CLASSIFICATION ACCORDING TO TYPE
ULTIMATE SOIL BEARING CAPACITY
SEISMIC ZONE
DINAMIC
aef=0,33g
MODERATE
qult=21 ton/m2
MODERATE IRREGULAR
GROUP E (LOW OCCUPANCY)
REGULAR
TYPE WALL
S2
SOIL ANALYSIS: CALDERA, PUNTARENAS
IIG CONSULTORES S.A.
# GEO-039-2016
PROJECT LOCATION LA CRUZ, GUANACASTE
FOUNDATION SITE CLASSIFICATION
ZONE III
m =1,5
GENERAL NOTES
EARTH WORK NOTES
1- THE CONTRACTOR MUST ELIMINATE THE TOPSOIL PRESENT IN
THE PROJECT AREA. THIS MATERIAL MUST BE DISCARDED IN AN
EXTERNAL LOCATION. COSTS ASSOCIATED TO THIS ACTIVITY, AS
WELL AS PERMITS AND THIRD PARTY DAMAGES, WILL BE
ASSUMED BY THE CONTRACTOR.
2- ONCE THE ORGANIC LAYER IS REMOVED, A SELECT MATERIAL
FILL WILL BE
PLACED, COMPACTED AL 95% OF STANDARD PROCTOR, WITH A
CBR ≥ 10
1-ALL LEVELS WILL BE SUCH THAT WATER WILL EVACUATE DIRECTLY,
SO THAT NO PUDDLES OR WATER ACCUMULATION ARE FORMED.
2- ONCE THE CONCRETE SLAB IS SET, A WATERPROOFING COATING WILL
BE APPLIED, SUCH AS FASTYL, FROM SUR, OR SIMILAR.
WATERPROOFING NOTES
AutoCAD SHX Text
AutoCAD SHX Text G=1,5
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
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AutoCAD SHX Text
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AutoCAD SHX Text
SCALE 1:10
SEE FOUNDATION
BEAM DETAIL
COLUMN
ACCORDING
TO PLAN
SEE FOOTING
DETAILS
DIMENSIONS IN CM5
FOOTING-BEAM JOIN DETAIL
SG.2
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
LD
LD
5 MIN.
5 MAX.
M
IN
M
AX
45° R=
SCALE 1:5 DIMENSIONS IN cm
STIRRUPS AND HOOKS BEND DETAIL1
LG
M
IN
LG
N.T.
SCALE 1:25 DIMENSIONS IN cm
COLUMN-FOOTING ANCHOR DETAIL 2
LG
D
2.
M
IN
M
AX
.2.5 MIN.
5 MAX.
R=
SCALE 1:10 DIMENSIONS IN cm
BEND DETAIL 4
VERTICAL REINFORCEMENT
SCALE 1:10 DIMENSIONS IN cm
ANCHOR DETAIL6
WALL-COLUMN
LG
LG
LG
DOUBLE MESH
IN BOTH
DIRECTIONS
BORDER ELEMENT
REINFORCEMENT
LG
D
LG
2.5
2.
SCALE 1:7.5 DIMENSIONS IN cm
COLUMN-BEAM UNION DETAIL
WITHOUT SCALE
SPLICE AND BEND TABLE1
LG R INT.
R INT.
LD
45°
LT
D
LT
D
LP
GENERAL INFORMATION AND DETAILS
MATERIAL QUALITY INFORMATION
CONCRETE
REQUIRED STRENGTH FOR STRUCTURAL ELEMENTS SUCH AS BEAMS, COLUMNS OR FOOTINGS 245 Kg/cm²
REQUIRED STRENGTH FOR GROUND SLABS 210 Kg/cm²
REQUIRED STRENGTH FOR SUSPENDED SLABS 245 Kg/cm²
REQUIRED STRENGTH FOR ROOF SLABS 245 Kg/cm²
REQUIRED STRENGTH FOR MASONRY FILL 175 Kg/cm²
REQUIRED STRENGTH FOR LOW RESISTANCE CONCRETE BENEATH FOUNDATIONS 95 Kg/cm²
REQUIRED STRENGTH FOR CONCRETE WALLS 245 Kg/cm²
NOTES:
- CONCRETE STRENGTH MUST BE VERIFIED BY TAKING CYLINDRICAL 150X300MM SAMPLES ON-SITE, TESTED FOR UNIAXIAL CONCENTRICAL COMPRESSIVE STRENGTH AFTER 28 DAYS COMPLYING WITH ASTM C-39 STANDARD.
STEEL REINFORCEMENT
REQUIRED STRENGTH FOR LONGITUDINAL #4 OR SMALLER REINFORCEMENT BARS IN
STRUCTURAL ELEMENTS SUCH AS BEAMS, COLUMNS OR FOOTINGS
4200 Kg/cm² ASTM 615
NOTES:
- ALL BENDS, ANCHORS AND SPLICES OF STEEL REINFORCEMENT WILL BE DONE AND DIMENSIONED ACCORDING TO THE DIAGRAMS AND INDICATIONS SHOWN IN THESE DRAWINGS. BOTTLE TYPE SPLICES OR BENDING RADIOS
DIFFERENT THAN INDICATED WILL NOT BE ALLOWED.
- IN NO CASE MORE THAN 50 % OF THE LONGITUDINAL REINFORCEMENT FOR TRACTION WILL BE SPLICED AT THE
SAME TIME.
- SPLICES IN BEAM-COLUMN JOINTS OR IN A DISTANCE SMALLER THAN 2D FROM THE ELEMENTS' ENDS WILL NOT
BE ALLOWED.
- CONCRETE COVER FOR ELEMENTS WHICH AREN'T BURIED WILL BE 2.5 CM.
- CONCRETE COVER FOR FOOTINGS BELOW GROUND LEVEL WILL BE 7.5CM.
REQUIRED STRENGTH FOR TRANSVERSE REINFORCEMENT IN
STRUCTURAL ELEMENTS SUCH AS BEAMS, COLUMNS OR FOOTINGS
4200 Kg/cm² ASTM 615
4200 Kg/cm² ASTM 615
O ASTM 706
REQUIRED STRENGTH FOR LONGITUDINAL #5 OR LARGER REINFORCEMENT BARS
IN STRUCTURAL ELEMENTS SUCH AS BEAMS, COLUMNS OR FOOTINGS
BAR SIZE
VARIABLES
D(cm) LG(cm)R(cm)
#3
#4
#5
#6
#7
BAR SIZE
VARIABLES
LD (cm)R (cm)
8.02.0#3
#4 11.02.5
#5 13.53.2
#6 18.05.7
LENGTH AND BEND RADIO
IN HOOKS
BAR SIZE
VARIABLES
300.95#3
#4 401.27
#5 501.59
#6 601.91
#7 852.22
HOOK MEASUREMENTS
IN STIRRUPS
SPLICE LENGTH
#8 2.54 95
#2 2.90.64 14.3
#8
#2 1.5 8.0
SPLICES AND BENDS TABLE
85#6
#8
#7
SPLICES AND BENDS TABLE
#4
#5
#3
BAR SIZE
VARIABLES
CONCRETE STRENGTH f'c=210 kg/cm²
SPLICE LENGTH
CONCRETE STRENGTH f'c=210 kg/cm²
CONCRETE STRENGTH f'c=210 kg/cm²
G40
2.90.95 14.3 15
3.91.27 19.2 20
4.81.59 23.9 25
5.81.91 28.8 30
6.72.22 33.4 35
7.72.54 38.2 40
#9
#10
11.52.86 45.9 45
12.83.18 51.0 50
#9
#10
#9
#10
2.86 105
3.18 120
D(cm) LT(cm)
0.95
1.27
1.59
1.91
2.22
2.54
2.86
3.18
D(cm) G40 f'c=210
G60
LP(cm)
G60
LT(cm)
G40 G60
- ORIGINAL CONTOUR LINES PLAN
SG.3
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
AA
0+00
B
B
0+
0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+100
.5
.2
.0
.7
.5
.75
.0
.2
.5
.5
.5
.5
.0
.0
SL
O
PE
SL
O
PE
DIMENSIONS IN cm
ORIGINAL CONTOUR LINES PLAN 1 SCALE 1:75
EXISTING
TREES
EXISTING
ASPHALT
ROAD
EXISTING
TREES
EXISTING
ASPHALT
ROAD
STRUCTURAL SYMBOLOGY
MAIN CONTOUR LINE
SECONDARY CONTOUR LINE
TERRAIN PROFILE
CONTOUR LINE LEVEL250
A
0+10 0+20
AutoCAD SHX Text
AutoCAD SHX Text 31.064
AutoCAD SHX Text
ALMENDRO TD45CM SD8M
AutoCAD SHX Text
AutoCAD SHX Text 30.757
AutoCAD SHX Text
JOCOTE TD25 SD6M
AutoCAD SHX Text
AutoCAD SHX Text 30.586
AutoCAD SHX Text
ARBOL TD15CM SD6M
AutoCAD SHX Text
AutoCAD SHX Text 30.541
ARBOL TD15 SD4
-EARTHWORK PLAN
SG.4
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
1 2 3
F
E
D
C
B
A
S
RAMP
N. +32.00
N. +32.00 N. +32.00
30.75
31.00
31.25
31.75
31.50
32.00
.0
.7
.5
.0
.2
31.00
31.25
31.50
32.00
31.75
.0
.0
.0
.0
SL
O
PE
SL
O
PE
AA
0+00
B
B
0+
0+230
SL
O
PE
0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
0+
N. +31.883
N. +31.965
N. +31.978
0+100
359.71 272
631.7
0.
2.
.5
DIMENSIONS IN cm
EARTHWORK PLAN 1 SCALE 1:75
SL
O
PE
. 1
.5
SL
O
PE
. 1
.5
SF01SF01
EXPANSION
JOINTS
@ 200 cm MAX. SAND LAYER
BLACK PLASTIC
BETWEEN SAND
AND BALLAST
f'c=210 kg/cm2
CONCRETE SIDEWALK
CASTED ON-SITE
DIMENSIONS IN cm
SIDEWALK DETAIL2 SCALE 1:10
COMPACTED
BALLAST AT
95% P.S
#2
ELECTRO-
WALDED
MESH
N.T. N.T.
NON-WOVEN
MACTEX H 33.1
GEOTEXTIL OR SIMILAR
DRENAFLEX
75mmØ
MAC DRAIN FP L2
GEOCOMPOSITE
SLOPE. 1.5%
TYPE PVC PIPE
DIMENSIONS cm
SECTION3
FALL PROTECTOR PIT
SCALE
SF01
1:10
RUBBER
FINELY CUT
TIRES
FINE
GRANULOMETRY
SAND
SLOPE. 1.5%
NON-WOVEN
MACTEX H 33.1
GEOTEXTIL OR SIMILAR
NON-WOVEN
MACTEX H 33.1
GEOTEXTIL OR SIMILAR
STRUCTURAL SYMBOLOGY
CONTOUR LINE
SIDEWALK
PIT
SLOPE
A 0+10 0+20
TERRAIN PROFILE
-STRUCTURAL DETAILS
- TERRAIN PROFILES
SG.5
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
30.50
30.75
31.00
31.25
31.50
31.75
32.00 N. +32.00
0+00 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100
FILL
AREA
FILL
AREA
RAPPEL TOWER ZONE
NATURAL
TERRAIN
NATURAL
TERRAIN
DIMENSIONS IN cm
PROFILE A-A1 HORIZONTAL SCALE 1:50
VERTICAL SCALES 1:100
N. 31.965
32.25
32.50
32.75
FILL
AREA
FILL
AREA
% SL
OPE
33.00
NATURAL
TERRAIN
30.50
30.75
31.00
31.25
31.50
31.75
32.00
32.25
0+00 0+010 0+020 0+030 0+040 0+050 0+060 0+070 0+080 0+090 0+100
PROFILE B-B2
N. +32.00
RAPPEL TOWER ZONE
FILL
AREA
NATURAL
TERRAIN
0+110 0+120
50% SLOPE
% SL
OPE
DIMENSIONS IN cm HORIZONTAL SCALE 1:50
VERTICAL SCALE 1:100
32.50
32.75
0+130
NATURAL
TERRAIN
FILL
AREA
FILL
AREA
STRUCTURAL SYBOLOGY
NATURAL TERRAIN
FILL AREA
SCALE 1:25
SCALE 1:10
SCALE 1:10
FOUNDATION DETAILS
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-02
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text 6#4+ STIRRUPS #3 @30cm
AutoCAD SHX Text HOOKS #3 @30cm
AutoCAD SHX Text 0.10cm. REINFORCED CONCRETE
AutoCAD SHX Text 0.15cm. COMPACTED BALLAST
AutoCAD SHX Text LOW STRENGHT CONCRETE SEAL f'c=95kg/cm2 5cm MIN COVERING
AutoCAD SHX Text 6#4 @21cm A.D. INF.
AutoCAD SHX Text
SCALE 1:15
AutoCAD SHX Text
FOOTING TYPE PA-A
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text 6#3 @21cm. A.D. SUP.
AutoCAD SHX Text
SCALE 1:15
AutoCAD SHX Text
PA-A PLAN
AutoCAD SHX Text 6#3 @21cm A.D. SUP. 6#4 @21cm A.D. INF.
AutoCAD SHX Text 0.10cm. REINFORCED CONCRETE
AutoCAD SHX Text 0.15cm. COMPACTED BALLAST
AutoCAD SHX Text LOW STRENGHT CONCRETE SEAL f'c=95kg/cm2 5cm MIN COVERING
AutoCAD SHX Text
SECTION A-A
AutoCAD SHX Text A
AutoCAD SHX Text A
AutoCAD SHX Text
SCALE 1:15
AutoCAD SHX Text
FOOTING TYPE PA-B
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text 8#3 @22.9cm A.D. SUP. 8#4 @22.9cm A.D. INF.
AutoCAD SHX Text 8#3 @22.9cm A.D. SUP.
AutoCAD SHX Text 8#4 @22.9cm A.D. INF.
AutoCAD SHX Text
SCALE 1:15
AutoCAD SHX Text
PA-B PLAN
AutoCAD SHX Text LOW STRENGHT CONCRETE SEAL f'c=95kg/cm2 5cm MIN COVERING
AutoCAD SHX Text 0.15cm. COMPACTED BALLAST
AutoCAD SHX Text 0.10cm. REINFORCED CONCRETE
AutoCAD SHX Text
SECTION B-B
AutoCAD SHX Text B
AutoCAD SHX Text B
AutoCAD SHX Text
SCALE 1:10
AutoCAD SHX Text
FOOTING TYPE PC-2
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text 6#4+ HOOKS #4 @20cm
AutoCAD SHX Text 6#3+ HOOKS #3 @20cm
AutoCAD SHX Text LOW STRENGHT CONCRETE SEAL f'c=95kg/cm2 5cm MIN COVERING
AutoCAD SHX Text 0.10cm. REINFORCED CONCRETE
AutoCAD SHX Text 0.15cm. COMPACTED BALLAST
AutoCAD SHX Text
SCALE 1:15
AutoCAD SHX Text
FOOTING TYPE PA-C
AutoCAD SHX Text 0.15cm. COMPACTED BALLAST
AutoCAD SHX Text 0.10cm. REINFORCED CONCRETE
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text 10#3 @20.6cm A.D. SUP. 10#4 @20.6cm A.D. INF.
AutoCAD SHX Text 10#3 @20.6cm A.D. SUP.
AutoCAD SHX Text 10#4 @20.6cm A.D. INF.
AutoCAD SHX Text
SCALE 1:15
AutoCAD SHX Text
PA-C PLAN
AutoCAD SHX Text LOW STRENGHT CONCRETE SEAL f'c=95kg/cm2 5cm MIN COVERING
AutoCAD SHX Text
SECTION C-C
AutoCAD SHX Text C
AutoCAD SHX Text C
AutoCAD SHX Text
SCALE 1:15
AutoCAD SHX Text
FOOTING TYPE PA-D
AutoCAD SHX Text 0.15cm. COMPACTED BALLAST
AutoCAD SHX Text 0.10cm. REINFORCED CONCRETE
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text 15#3 @16.8cm A.D. SUP. 15#4 @16.8cm A.D. INF.
AutoCAD SHX Text 15#3 @16.8cm A.D. SUP.
AutoCAD SHX Text 15#4 @16.8cm A.D. INF.
AutoCAD SHX Text
SCALE 1:15
AutoCAD SHX Text
PA-D PLAN
AutoCAD SHX Text LOW STRENGHT CONCRETE SEAL f'c=95kg/cm2 5cm MIN COVERING
AutoCAD SHX Text D
AutoCAD SHX Text D
AutoCAD SHX Text
SECTION D-D
AutoCAD SHX Text
CEMENT BALLAST 12:1
AutoCAD SHX Text 7 Ton./m2 SOIL WITH ADMISSIBLE MINIMUM CAPACITY
AutoCAD SHX Text
REPLACEMENT UNDER PLATES DETAIL
AutoCAD SHX Text
N. GROUND
AutoCAD SHX Text MACTEX W1 30S FROM MACCAFERRI OR SIMILAR TO BE PLACED BELOW CEMENT-BALLAST IN ALL OF THE FOUNDATION
AutoCAD SHX Text
FOUNDATION BEAM VF-1
AutoCAD SHX Text STIRRUPS #3 @15cm
AutoCAD SHX Text
2 VAR. #4
AutoCAD SHX Text
2 VAR. #4
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
FOUNDATION BEAM VF-2
AutoCAD SHX Text STIRRUPS #3 @15cm
AutoCAD SHX Text 4#3
AutoCAD SHX Text 2#4
AutoCAD SHX Text N.P.T.+0.00
4#4
SCALE 1:10 SCALE 1:10 SCALE1:10 SCALE 1:10 SCALE 1:10
SCALE 1:10 SCALE 1:10 SCALE 1:10 SCALE 1:10 SCALE 1:10
SCALE 1:10
SCALE 1:20
SCALE 1:20
SCALE 1:10
SCALE 1:10
SCALE 1:10
BEAMS AND COLUMNS DETAILS
FLOOR DETAILS
SLAB DETAIL
ASCENT WALL DETAIL
MANSORY WALL DETAIL
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-03
AutoCAD SHX Text
BEAM TYPE VE1
AutoCAD SHX Text 4#4+ 8 STIRRUPS #2 @7.5cm R STIRRUPS #2@15cm + 8 STIRRUPS #2 @7.5
AutoCAD SHX Text
BEAM TYPE VE2
AutoCAD SHX Text 9 STIRRUPS #2 @7.5cm R STIRRUPS #2@15cm + 9 STIRRUPS #2 @7.5
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#3
AutoCAD SHX Text 2#4
AutoCAD SHX Text
BEAM TYPE VE3
AutoCAD SHX Text STIRRUPS #3 @7.5cm
AutoCAD SHX Text 3#4
AutoCAD SHX Text 3#4
AutoCAD SHX Text
BEAM TYPE VE4
AutoCAD SHX Text STIRRUPS #2 @15cm.
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text
BEAM TYPE VE5
AutoCAD SHX Text STIRRUPS #2 @7.5cm.
AutoCAD SHX Text 2#3
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text
BEAM TYPE VE6
AutoCAD SHX Text STIRRUPS #2 @7.5cm
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#3
AutoCAD SHX Text 2#4
AutoCAD SHX Text
BEAM TYPE VE7
AutoCAD SHX Text STIRRUPS #3 @7.5cm
AutoCAD SHX Text 4#4
AutoCAD SHX Text 2#3
AutoCAD SHX Text 4#4
AutoCAD SHX Text
COLUMN TYPE C1
AutoCAD SHX Text 8#4+ STIRRUPS #3 @7.5cm
AutoCAD SHX Text
COLUMN TYPE C2
AutoCAD SHX Text 4#6 + 4#4+ STIRRUPS #3 @7.5cm
AutoCAD SHX Text
BEAM TYPE VC-1
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#4
AutoCAD SHX Text 2#3
AutoCAD SHX Text 4#6
AutoCAD SHX Text 4#4
AutoCAD SHX Text 4#4+ 7 STIRRUPS #2 @7.5cm + R STIRRUPS #2@15cm + 7 STIRRUPS #2 @7.5cm
AutoCAD SHX Text N.S.V.+16.90
AutoCAD SHX Text
HORIZONTAL ROD
AutoCAD SHX Text N.S.V.+17.10
AutoCAD SHX Text
CONFINEMENT ZONE
AutoCAD SHX Text
CONFINEMENT ZONE
AutoCAD SHX Text
BEAM CROSS SECTION
AutoCAD SHX Text
N.S.V.+VAR.
AutoCAD SHX Text
CONFINEMENT ZONE
AutoCAD SHX Text
CONFINEMENT ZONE
AutoCAD SHX Text
HORIZONTAL ROD
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
WALL DETAIL - VERTICAL ASCENT WALL
AutoCAD SHX Text MESH #3 @300mm
AutoCAD SHX Text MESH #3 @300mm
AutoCAD SHX Text HOOKS #2 @600mm
AutoCAD SHX Text MESH #3 @300mm
AutoCAD SHX Text MESH #3 @300mm
AutoCAD SHX Text HOOKS #2 @600mm
AutoCAD SHX Text DOUBLE MESH.#3 @250mm
AutoCAD SHX Text
45° SLAB DETAIL - INCLINED ASCENT WALL
AutoCAD SHX Text
WATERPROOFED SLAB
AutoCAD SHX Text
CONCRETE BLOCK TYPE"O"
AutoCAD SHX Text PRETENSED JOIST PC 15-0 @70cm C.A.C.
AutoCAD SHX Text
FLOOR DETAIL
AutoCAD SHX Text PRETENSED JOIST @70cm
AutoCAD SHX Text
BLOCK TYPE "O"
AutoCAD SHX Text PRETENSED JOIST @70cm
AutoCAD SHX Text PRETENSED JOIST @70cm
AutoCAD SHX Text
FLOOR DETAIL BLOCK AND BEAM UNION
AutoCAD SHX Text 15X20X40cm CONCRETE BLOCKS
AutoCAD SHX Text ROD#3 HORIZONTAL @40cm (2 THREADS)
AutoCAD SHX Text ROD#3 VERTICAL @40cm
MASONRY WALLS DETAIL
C1
C2C2C2
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-1
C1
C1
C2C2C2
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-2
STRUCTURAL FRAMEWORK AXIS-1
STRUCTURAL FRAMEWORK AXIS-2
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-04
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text N.P.T.+2.88
AutoCAD SHX Text N.P.T.+5.76
AutoCAD SHX Text N.P.T.+8.64
AutoCAD SHX Text N.P.T.+11.52
AutoCAD SHX Text N.P.T.+14.40
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
VC-1
AutoCAD SHX Text
VC-1
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text N.P.T.+2.88
AutoCAD SHX Text N.P.T.+5.76
AutoCAD SHX Text N.P.T.+8.64
AutoCAD SHX Text N.P.T.+11.52
AutoCAD SHX Text N.P.T.+14.40
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-C
AutoCAD SHX Text
PA-C
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-1
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-1
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VC-1
AutoCAD SHX Text
VC-1
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-D
AutoCAD SHX Text
PA-A
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-1
AutoCAD SHX Text
VF-1
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text N.S.V.C.+17.10
N.S.V.C.+17.10
C2C2C2
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-1
C2 C2 C2
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-A
C2 C2 C2
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-B
STRUCTURAL FRAMEWORK AXIS-3
STRUCTURAL FRAMEWORK AXIS-A
STRUCTURAL FRAMEWORK AXIS-B
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-05
AutoCAD SHX Text C
AutoCAD SHX Text A
AutoCAD SHX Text B
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text N.P.T.+2.88
AutoCAD SHX Text N.P.T.+5.76
AutoCAD SHX Text N.P.T.+8.64
AutoCAD SHX Text N.P.T.+11.52
AutoCAD SHX Text N.P.T.+14.40
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-1
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-1
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text 8 TIES #2 @7.5cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VC-1
AutoCAD SHX Text
VC-1
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VF-1
AutoCAD SHX Text
VF-1
AutoCAD SHX Text
PA-B
AutoCAD SHX Text N.S.V.C.+17.10
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VC-1
AutoCAD SHX Text
VC-1
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-C
AutoCAD SHX Text N.P.T.+2.88
AutoCAD SHX Text N.P.T.+5.76
AutoCAD SHX Text N.P.T.+8.64
AutoCAD SHX Text N.P.T.+11.52
AutoCAD SHX Text N.P.T.+14.40
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
VE-4
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-5
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-4
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text N.S.V.C.+17.10
AutoCAD SHX Text
VE-7
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VC-1
AutoCAD SHX Text
VC-1
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text N.P.T.+2.88
AutoCAD SHX Text N.P.T.+5.76
AutoCAD SHX Text N.P.T.+8.64
AutoCAD SHX Text N.P.T.+11.52
AutoCAD SHX Text N.P.T.+14.40
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-6
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-6
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
PA-D
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
PA-C
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
VE-3
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text N.S.V.C.+17.10
AutoCAD SHX Text
VE-7
TIES #3 @7.5cm.
C2 C2 C2
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-C
C1 C1 C1
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-D
C1 C1 C1
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-E
C1 C1 C1
SCALE 1:50
ESTRUCTURAL FRAMEWORK AXIS-F
STRUCTURAL FRAMEWORK AXIS-C
STRUCTURAL FRAMEWORK AXIS-D
STRUCTURAL FRAMEWORK AXIS-E
STRUCTURAL FRAMEWORK AXIS-F
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-06
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VC-1
AutoCAD SHX Text
VC-1
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text N.P.T.+2.88
AutoCAD SHX Text N.P.T.+5.76
AutoCAD SHX Text N.P.T.+8.64
AutoCAD SHX Text N.P.T.+11.52
AutoCAD SHX Text N.P.T.+14.40
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text N.S.V.C.+17.10
AutoCAD SHX Text
VE-7
AutoCAD SHX Text TIES #3 @7.5cm.
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N.P.T.+2.88
AutoCAD SHX Text N.P.T.+5.76
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N.P.T.+2.88
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
VE-2
AutoCAD SHX Text TIES #2 @15cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text 9 TIES #2 @7.5cm.
AutoCAD SHX Text
PA-A
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N.P.T.+0.00
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
PC-1
N.T.-0.20
CELLAR
FOUNDATION PLAN
B
A
B
A
B
A
B
A
B
A
B
A
SCALE 1:50
FLOOR AND BEAMS PLAN LEVEL 0+2.88
SCALE 1:50
FLOOR AND BEAMS PLAN LEVEL 0+5.76
70%
C1 C1 C1
C1 C1 C1
C2 C2 C2
C2 C2 C2
C2 C2 C2
C1 C1 C1
C2 C2 C2
C2 C2 C2
C2 C2 C2
NOTE: A GEOTEXTILE EQUEAL OR SIMILAR TO
MACCAFERRI W1 30S MUST BE PLACE BETWEEN THE
SOIL AND CEMENT BALLAST SOIL SUBSTITUTION, UNDER
TEH BUILDINGS FOUNDATION, IN ACCORDANCE WITH THE
PROVIDER'S TECHNICAL
SPECIFICARIONS SEE SUBSTITUTION DETAIL IN SHEET S-02
FOUNDATION PLAN
FLOOR PLAN LEVEL 0+2.88m
FLOOR PLAN LEVEL 0+5.76m
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-07
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
VERTICAL WALL CLIMBING
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N.P.T.+4.32
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VERTICAL WALL CLIMBING
AutoCAD SHX Text
VERTICAL WALL CLIMBING
AutoCAD SHX Text N.P.T.+7.20
AutoCAD SHX Text N.P.T.+5.76
AutoCAD SHX Text
UP
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
EMPTY
AutoCAD SHX Text
EMPTY
AutoCAD SHX Text
EMPTY
AutoCAD SHX Text
EMPTY
AutoCAD SHX Text
EMPTY
AutoCAD SHX Text
INCLINED WALL FOR CLIMBING
AutoCAD SHX Text
INCLINED WALL FOR CLIMBING
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-B
AutoCAD SHX Text
PA-C
AutoCAD SHX Text
PA-C
AutoCAD SHX Text
PA-A
AutoCAD SHX Text
PA-D
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
PC-1
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
PC-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-1
AutoCAD SHX Text
VF-1
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-2
AutoCAD SHX Text
VF-1
AutoCAD SHX Text
VF-1
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
INCLINED SLAB
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-5
AutoCAD SHX Text
INCLINED SLAB
AutoCAD SHX Text
UP
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-6
AutoCAD SHX Text
VE-6
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-2
VE-4
B
A
B
A
B
A
B
A
B
A
B
A
C2 C2 C2
C2 C2 C2
C2 C2 C2
C2 C2 C2
C2 C2 C2
C2 C2 C2
C2 C2 C2
C2 C2 C2
C2 C2 C2
SCALE 1:50
FLOOR AND BEAMS PLAN LEVEL 0+8.64
SCALE 1:50
FLOOR AND BEAMS PLAN LEVEL 0+11.52
SCALE 1:50
FLOOR AND BEAMS PLAN LEVEL 0+14.40
FLOOR PLAN LEVEL 0+8.64m
FLOOR PLAN LEVEL 0+11.52m
FLOOR PLAN LEVEL 0+14.40m
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-08
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text N.P.T.+10.08
AutoCAD SHX Text N.P.T.+8.64
AutoCAD SHX Text
EMPTY
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VERTICAL WALL CLIMBING
AutoCAD SHX Text N.P.T.+12.96
AutoCAD SHX Text N.P.T.+11.52
AutoCAD SHX Text
EMPTY
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
VERTICAL WALL CLIMBING
AutoCAD SHX Text N.P.T.+12.96
AutoCAD SHX Text N.P.T.+14.40
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
UP
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
UP
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-1
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-4
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
UP
AutoCAD SHX Text
DOWN
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-3
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-2
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
VE-7
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
EC-1
AutoCAD SHX Text
INCLINED WALL FOR CLIMBING
AutoCAD SHX Text
INCLINED WALL FOR CLIMBING
AutoCAD SHX Text
INCLINED WALL FOR CLIMBING
VERTICAL WALL CLIMBING
B
A
B
SCALE 1:50
CROWN BEAM PLAN LEVEL 0+17.10
A
B
A
B
SCALE 1:50
ROOF STRUCTURAL PLAN
A
SCALE 1:10 SCALE 1:10
CROWN BEAMS PLAN LEVEL 0+16.90m
ROOF STRUCTURAL PLAN
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-09
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text TUBE H.G. RAILING 38mm GRAY COLOR ANTICORROSIVE PAINT
AutoCAD SHX Text TUBE H.G. RAILING 38mm GRAY COLOR ANTICORROSIVE PAINT
AutoCAD SHX Text
INCLINED WALL FOR CLIMBING
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text
ROOF PROJECTION
AutoCAD SHX Text
ROOF PROJECTION
AutoCAD SHX Text
ROOF PROJECTION
AutoCAD SHX Text
VC1
AutoCAD SHX Text
VC1
AutoCAD SHX Text F
AutoCAD SHX Text E
AutoCAD SHX Text D
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
INCLINED WALL FOR CLIMBING
AutoCAD SHX Text HG. 100x50mm NAILERS @1.00m
AutoCAD SHX Text
TRUSS TYPE-1
AutoCAD SHX Text
TRUSS TYPE-1
AutoCAD SHX Text
TRUSS TYPE-1
AutoCAD SHX Text
TRUSS TYPE-1
AutoCAD SHX Text HG. 100x50mm NAILERS @1.00m
AutoCAD SHX Text
TRUSS TYPE-2
AutoCAD SHX Text
TRUSS TYPE-2
AutoCAD SHX Text
TRUSS TYPE-2
AutoCAD SHX Text
TRUSS TYPE-2
AutoCAD SHX Text
TRUSS TYPE-2
AutoCAD SHX Text
TRUSS TYPE-2
AutoCAD SHX Text
TRUSS TYPE-2
AutoCAD SHX Text
TRUSS TYPE-2
AutoCAD SHX Text
BEAM TYPE VC1
AutoCAD SHX Text
4 ROD.#4
AutoCAD SHX Text 7 TIES #2@7.5cm
AutoCAD SHX Text R. TIES #2@15cm
AutoCAD SHX Text 7 TIES #2@7.5cm
AutoCAD SHX Text 4 ROD #4+ 7 TIES #2 @7.5cm + R TIES #2@15cm + 7 TIES #2 @7.5cm
AutoCAD SHX Text
CROSS SECTION BEAM VC1
AutoCAD SHX Text N.S.V.+16.90
N.S.V.+16.90
SCALE 1:25
TRUSS AXIS 1-2-3
SCALE 1:25
TRUSS AXIS A-B-C
SCALE 1:25
TRUSS TYPE I
SCALE 1:25
TRUSS TO BEAM ANCHORING DETAIL
TRUSS DETAILS
TRUSS DETAILS
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-10
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text
AutoCAD SHX Text H.G. CALIBRE # DE 50x100mm NAILERS @1.00m DE C. a C.
AutoCAD SHX Text TRUSS TYPE 2 200x100x4.8mm TUBE
AutoCAD SHX Text TRUSS TYPE 2 200x100x4.8mm TUBE
AutoCAD SHX Text TRUSS TYPE 1 200x100x4.8mm TUBE
AutoCAD SHX Text TRUSS TYPE 1 200x100x4.8mm TUBE
AutoCAD SHX Text C
AutoCAD SHX Text B
AutoCAD SHX Text A
AutoCAD SHX Text H.G. CALIBRE # DE 50x100mm NAILERS @1.00m DE C. a C.
AutoCAD SHX Text TRUSS TYPE 2 200x100x4.8mm TUBE
AutoCAD SHX Text TRUSS TYPE 2 200x100x4.8mm TUBE
AutoCAD SHX Text TRUSS TYPE 1 200x100x4.8mm TUBE
AutoCAD SHX Text TRUSS TYPE 1 200x100x4.8mm TUBE
AutoCAD SHX Text TRUSS TYPE 1 200x100x4.8mm TUBE
AutoCAD SHX Text TRUSS TYPE 2 200x100x4.8mm TUBE
AutoCAD SHX Text N.S.V.+16.90
AutoCAD SHX Text 2 PLATES t=4.8mm
AutoCAD SHX Text 30Ox150x6.4mm "U" SHAPED SHAPED ANCHORS WELDED TO STEEL PLATE 16mm GRADE 60 (A706W)
AutoCAD SHX Text
SEE ISOMETRIC DETAIL
AutoCAD SHX Text 2 PLATES t=4.8mm
AutoCAD SHX Text 30Ox150x6.4mm PLATE
AutoCAD SHX Text "U" SHAPED SHAPED ANCHORS WELDED TO STEEL PLATE 16mm 16mm GRADE 60 (A706W)
AutoCAD SHX Text 100x200x4.8mm TRUSS PROJECTION
BEAM PROJECTION
CELLAR
WALL TYPOLOGY PLAN LEVEL 0+0.00
F
E
D
C
B
A
1 32
UP
N. 0.0 M
N. 0.0 M
N. +1.44 M
C1 C1 C1
C1 C1 C1
C2 C2 C2
C2 C2 C2
C2 C2 C2
0.
2.
360 272
.5
F
E
D
C
B
A
SCALE 1:50
WALL TYPOLOGY PLAN LEVEL 0+2.88
UP
DOWN
INSTRUCTION AREA
N. +2.88 M
N. +2.88 M
N. +4.32 M
1 32
C1 C1 C1
C1 C1 C1
C2 C2 C2
C2
C2 C2
C2 C2 C2
70%
0.
2.
.5
357.5 274.5
F
E
D
C
B
A
SCALE 1:50
WALL TYPOLOGY PLAN LEVEL 0+5.76
UP
DOWN
1 32
70%
C1 C1 C1
C2 C2 C2
C2
C2 C2
C2 C2 C2
N. +5.76 M
N. +7.20 M
0.
2.
.5
357.5 274.5
WALL TYPOLOGY PLANS
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-11
F
E
D
C
B
A
SCALE 1:50
WALL TYPOLOGY PLAN LEVEL 0+8.64
1 32
70%
N. +8.64 M
N. +10.08 M
N. +8.64 M
360 272
2.
0.
.5
C2 C2 C2
C2
C2 C2
C2 C2 C2
F
E
D
C
B
A
SCALE 1:50
WALL TYPOLOGY PLAN LEVEL 0+11.52
70%
70%
N. +11.52 M
N. +12.96 M
1 32
0.
2.
360 272
.5
C2 C2 C2
C2
C2 C2
C2 C2 C2
PLANTAS DE TIPOLOGIA DE PAREDES
ESCALA FECHA LAMINA
PROPIETARIO:
N° CATASTRO:
SITAS:
INFORMACION REGISTRO PUBLICO
INSTITUTO DE DESARROLLO AGRARIO
G-972760-2005
F.R. 5083582-000
INDICADAS OCTUBRE 2018
e c o n s u l t stru
CONSULTORES EN INGENIERÍA
Tel (506) 2290 4070
Fax (506) 2290 7122
Oficentro Alquimia, 100 m Sur de la Liga de la Caña
La Uruca, San José, Costa Rica www.estru.com
CONTENIDO
MODIFICACION FECHA REVISO
E-00716
OGB--/--/--1
C.J. 4-000-042143-11
S-12
| Sheets and Views |
| SG.1-Model |
| SG.2-Model |
| SG.3-Model |
| SG.4-Model |
| SG.5-Model |
| S-02-LAMINA-S-02 |
| S-03-LAMINA-S-03 |
| S-04-LAMINA-S-04 |
| S-05-LAMINA-S-05 |
| S-06-LAMINA-S-06 |
| S-07-LAMINA-S-07 |
| S-08-LAMINA-S-08 |
| S-09-LAMINA-S-09 |
| S-10-LAMINA-S-10 |
| S-11-LAMINA S-11 |
| S-12-LAMINA S-12 |
File details come from the government source that posted it.