Appendix A Bridging Document-Concept Design.pdf
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- Attached to
- EIC Classroom Construction, Comayagua, Honduras
- Solicitation number
- 19AQMM26N0431
About this file
This is Appendix A Bridging Document (Concept Design) containing architectural and structural design specifications for the construction of four classrooms at the Criminal Investigation Academy (EIC) in Comayagua, Honduras. The document establishes the baseline design parameters and engineering requirements that serve as the basis for future detailed design development and construction execution.
The facility expansion includes construction of four classrooms with a total floor area of 487.32 square meters distributed across two levels: Classroom 1 (99.63 m²) on the first floor at elevation ±0.00m, and Classrooms 2, 3, and a multipurpose room (112.71-113.63 m² each) on the second floor at elevation +3.00m. The structural system comprises a composite steel deck floor supported by steel framing including primary beams (VP-1 W14X90 and VP-2 W14X74), secondary beams (VS-1 W12X72), and perimeter beams (VB W12X40), all conforming to ASTM A992 Grade 50. The foundation system utilizes isolated footings (Z-1 2.0m×2.0m×0.60m) with pedestals (P-1 0.80m×0.80m×1.40m) and grade beams (VC-1 0.40m×0.60m) supporting twenty W14X68 structural steel columns. Wall construction employs both W Panel wall systems with shotcrete finish and reinforced concrete masonry units (CMU). The design includes provisions for five glass doors (P-1, 1.25m×2.10m each) and multiple window systems (V-01, V-02, V-03 ranging from 3.0m to 9.0m widths with 1.5m height), all with black aluminum framing and tempered glass. Concrete strength specifications are f'c = 28 MPa (4000 psi), with reinforcing steel conforming to ASTM A615 Grade 60, and the composite slab will be 120mm thick with 60mm concrete above the metal deck, resulting in approximately 393.21 m² of construction area on the second level.
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Other files
| File | Type | Posted |
|---|---|---|
| Attachment 1 TECHNICAL SPECIFICATIONS EIC Expansion.pdf | ||
| Attachment 2 SOW EIC Expansion Project.pdf |
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IN
DE
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IN
DE
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SHEET (HOJA) DESCRIPTION (CONTENIDO)
A-01 EXISTING CONDITIONS AND INTERVENTION AREA PLAN
A-02 SITE PLAN (IMPLANTACIÓN)
A-03 ARCHITECTURAL FLOOR PLAN (PLANTA ARQUITECTONICA)
A-04 FOUNDATION PLAN
A-05 FOUNDATION BEAM PLAN AND DETAILS
A-06 FOUNDATION BEAM DETAILS - SECTION II
A-07 STRUCTURAL SPECIFICATIONS AND TECHNICAL NOTES
A-08 SECOND LEVEL SLAB PLAN
CRIMINAL INVESTIGATION ACADEMY
COMAYAGUA, HONDURAS, C.A.
UBICATION
(UBICACIÓN)
INDEX
(INDICE)
(ESCUELA DE INVESTIGACION CRIMINAL)
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A-09 COMPOSITE SLAB TECHNICAL SPECIFICATIONS
A-10 STRUCTURAL STEEL FRAMING PLAN
A-11 STEEL COLUMN LAYOUT PLAN
A-12 PRIMARY BEAM VP-1 LAYOUT PLAN
A-13 PRIMARY BEAM VP-2 LAYOUT PLAN
A-14 SECONDARY BEAM VS-1 LAYOUT PLAN
A-15 PERIMETER BEAM VB LAYOUT PLAN
A-16 WINDOW AND DOOR SCHEDULE PLAN
A-17 STAIR STRUCTURAL DETAILS PLAN
A-18 STRUCTURAL PANEL AND REINFORCEMENT DETAILS
A-19 PANEL W STRUCTURAL DETAILS
A-20 SUSPENDED CEILING INSTALLATION PLAN
A-21 LIGHTING ELECTRICAL LAYOUT - FIRST FLOOR PLAN
A-22 LIGHTING ELECTRICAL LAYOUT - SECOND FLOOR PLAN
A-23 POWER AND DATA OUTLET LAYOUT PLAN
A-24 POWER LOAD SUMMARY AND TECHNICAL SPECIFICATIONS
A-25 FIRE AND EVACUATION PLAN
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EIC EXPANSION
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LOURDES GUILLEN
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MR. MICHAEL SCOTT SAARLAS
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EIC AUTHORITIES
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POLICE PROFESSIONALIZATION
CODE AREA FIRST FLOOR
101 DORMITORIO 2 PAX
DORMITORY 2 PAX
102 DORMITORIO 1 PAX
DORMITORY 1 PAX
103 DORMITORIO 4 PAX
DORMITORY 4PAX
104 PASILLO
HALL
105 BARRACA DE MUJERES
WOMEN'S BARRACK
107 BARRACA DE HOMBRES
DORMITORY 2 PAX
201 BIBLIOTECA
LIBRARY
BAÑO DE MUJERES
WOMEN'S BATHROOM
BAÑO DE HOMBRES
MEN'S BATHROOM
202 PASILLO PRINCIPAL
MAIN HALL
203 OFICINA #1
OFFICE #1
204 BODEGA SUMINISTROS
SUPPLY ROOM
207 BODEGA
STORAGE ROOM
208 CUARTO DE SERVIDORES
SERVERS ROOM
209 GRADAS
STEPS
210 AULA 1DE COMPUTO
SYSTEMS CLASSROOM 1
211 AULA 2
CLASSROOM 2
215 LABORATORIO 1
LABORATORY 1
BAÑO DE MUJERES
WOMEN'S BATHROOM
BAÑO DE HOMBRES
MEN'S BATHROOM
AULA 3
CLASSROOM 3
PASILLO
HALL
AULA 4
CLASSROOM 4
LABORATORIO 2
LABORATORY 2
LABORATORIO 3
LABORATORY 3
POLIGONO VIRTUAL
VIRTUAL SHOOTING RANGE
109 LAUNDRY
LAVANDERIA
100 BATHROOM
BAÑO
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TACTICAL TRAINING AREA
ENTRENAMIENTO TACTICO
STORAGE AREA
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STAIRS
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MAIN ENTRANCE TO TACTICAL TRAINING AREA
DINNING ROOM
COMEDOR
ADMINISTRATIVE OFFICE
OFICINA ADMINISTRATIVA
PROJECT'S LOCATION AT EXISTING BUILDING
(UBICACION DEL PROYECTO EN EDIFICACION EXISTENTE)
302 OFICINA ADMINISTRATIVA
ADMINISTRATIVE OFFICE
303 AREA DE ALMACENAMIENTO
STORAGE AREA
304 COMEDOR
DINNING ROOM
305 SALA DE JUZGAMIENTO
COURT
306 ENTRENAMIENTO TACTICO
TACTICAL TRAINING AREA
307 CONSTRUCCION DE AULAS
CLASSROOM CONSTRUCTION
308 BAÑO DE HOMBRE
MEN`S BATHROOMS
AREA EXISTENTE
EXISTING AREA
AREA DE INTERVENCION
INTERVENTION AREA
309 BAÑO DE MUJERES
WOMEN`S BATHROOMS
310 GRADAS DEL SEGUNDO NIVEL
STAIRS OF THE SECOND FLOOR
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COURT
SALA DE JUZGAMIENTO
HALL
PASILLO
TACTICAL TRAINING AREA
ENTRENAMIENTO TACTICO
STORAGE AREA
AREA DE ALMACENAMIENTO
STAIRS
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HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
VIRTUAL SHOOTING RANGE
POLIGONO VIRTUAL
DINNING ROOM
COMEDOR
ADMINISTRATIVE OFFICE
OFICINA ADMINISTRATIVA
PROJECT'S INTERVENTION AREA AT EXISTING BUILDING
(AREA DE INTERVENCION DEL PROYECTO EN EDIFICACION EXISTENTE)
30523.86
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DESCRIPTION / (DESCRIPCION):
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DATE (FECHA):
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ESCALA
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REVIEWED BY CMS:(REVISADO POR CMS):
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APPROVED BY (APROBADO POR:)
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INL PROGRAM (PROGRAMA DE INL)::
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SHEET #:
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JULY 2026
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DRAWN BY:
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UNITS (UNIDADES):
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METERS
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(ARCHIVO DWG):
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EIC EXPANSION
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ENG.AVENDAÑO
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PROGRAM MANAGER INL:
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LOURDES GUILLEN
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MR. MICHAEL SCOTT SAARLAS
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CONSTRUCTION MANAGEMENT SPECIALIST
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EIC AUTHORITIES
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AutoCAD SHX Text This drawing illustrates the project’s location s location and intervention area within the existing building.
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POLICE PROFESSIONALIZATION
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AULA 1
11.00
9.00
AULA UBICADA EN EL
PRIMER NIVEL
AULA 2AULA 3
11.00
11.00
9.00
2 AULAS UBICADAS EN
EL SEGUNDO NIVEL
NIVEL
Proyección de Losa donde se ubicara el Aula 4 (Multiproposito)
AULA
MULTIPROPOSITO
Proyección de Ubicación de las Gradas
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COURT
SALA DE JUSGAMIENTO
HALL
PASILLO
TACTICAL TRAINING AREA
ENTRENAMIENTO TACTICO
STORAGE AREA
AREA DE ALMACENAMIENTO DINNING ROOM
COMEDOR
STAIRS
GRADA
HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
VIRTUAL SHOOTING RANGE
POLIGONO VIRTUAL
ENTRADA PRINCIPAL AL AREA DE ENTRENAMIENTO TACTICO
MAIN ENTRANCE TO TACTICAL TRAINING AREA
AREA OF INTERVENTION
AREA DE INTERVENCION
ADMINISTRATIVE OFFICE
OFICINA ADMINISTRATIVA
FIRST FLOOR CLASSROOM 1
AULA 1 EN EL PRIMER NIVEL
SECOND FLOOR CLASSROOM 2-3
AULA 2-3 EN EL SEGUNDO NIVEL
EXISTING CONDITIONS
CONDICIONES EXISTENTES
STAIRS LOCATION FOR SECOND FLOOR
UBICACION DE LAS GRADAS PARA SEGUNDO NIVEL
MULTIPURPOSE ROOM SECOND FLOOR
SALON MULTIPROPOSITO EN SEGUNDO NIVEL
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4.
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7.
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2.04
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2.
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COURT
SALA DE JUSGAMIENTO
HALL
PASILLO
TACTICAL TRAINING AREA
ENTRENAMIENTO TACTICO
STORAGE AREA
AREA DE ALMACENAMIENTO DINNING ROOM
COMEDOR
STAIRS
GRADA
HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
VIRTUAL SHOOTING RANGE
POLIGONO VIRTUAL
ENTRADA PRINCIPAL AL AREA DE ENTRENAMIENTO TACTICO
MAIN ENTRANCE TO TACTICAL TRAINING AREA
AREA OF INTERVENTION
AREA DE INTERVENCION
ADMINISTRATIVE OFFICE
OFICINA ADMINISTRATIVA
INTERVENTION AREA
AREA DE INTERVENCION
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16.36
6.
5.
CLASSROOM CONSTRUCTION
CONSTRUCCION DE AULAS
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Proyección de Losa donde se ubicara el Aula 4 (Multiproposito)
A-
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DESCRIPTION / (DESCRIPCION):
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DATE (FECHA):
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ESCALA
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REVIEWED BY CMS:(REVISADO POR CMS):
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APPROVED BY (APROBADO POR:)
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INL PROGRAM (PROGRAMA DE INL)::
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SCALE:
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(LAMINA #):
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SHEET #:
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JULY 2026
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VERSION:
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DRAWN BY:
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UNITS (UNIDADES):
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METERS
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(ARCHIVO DWG):
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EIC EXPANSION
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ENG.AVENDAÑO
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PROGRAM MANAGER INL:
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LOURDES GUILLEN
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MR. MICHAEL SCOTT SAARLAS
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CONSTRUCTION MANAGEMENT SPECIALIST
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EIC AUTHORITIES
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AutoCAD SHX Text This drawing presents the existing conditions and intervention area of the project, including reference photographs and spatial context within the existing facility.
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2.
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COURT
SALA DE JUSGAMIENTO
HALL
PASILLO
TACTICAL TRAINING AREA
ENTRENAMIENTO TACTICO
STORAGE AREA
AREA DE ALMACENAMIENTO DINNING ROOM
COMEDOR
STAIRS
GRADA
HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
VIRTUAL SHOOTING RANGE
POLIGONO VIRTUAL
ENTRADA PRINCIPAL AL AREA DE ENTRENAMIENTO TACTICO
MAIN ENTRANCE TO TACTICAL TRAINING AREA
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3.
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CLASSROOM 1
AULA 1
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7.
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COURT
SALA DE JUSGAMIENTO
HALL
PASILLO
TACTICAL TRAINING AREA
ENTRENAMIENTO TACTICO
STORAGE AREA
AREA DE ALMACENAMIENTO DINNING ROOM
COMEDOR
STAIRS
GRADA
HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
VIRTUAL SHOOTING RANGE
POLIGONO VIRTUAL
ENTRADA PRINCIPAL AL AREA DE ENTRENAMIENTO TACTICO
MAIN ENTRANCE TO TACTICAL TRAINING AREA
23.86
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3.
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11.00
2.
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CLASSROOM 2
AULA 2
CLASSROOM 3
AULA 3
MULTIPURPOSE ROOM
SALA MULTIPROPOSITO
5.10
NPT + 3.00 m
NPT + 0.00 m
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0.200.20
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FIRST FLOOR PROPOSAL - LEVEL +/- 0.00
PROPUESTA DEL PRIMER NIVEL - NIVEL +/- 0.00
1.50
6.00
1.50 1.50 1.50
1.68 1.68
0.40
1.25
3.00
1.50
1.50
3.00
1.50
1.50
2.42
2.00
AREA = 113.63 m2 AREA = 113.63 m2
AREA = 112.71 m2
17.93
1.25
AREA = 99.63 m2
1.00
1.00
1.32
0.75
9.36
0.40
2.42
1.32
2.00
0.75
SECOND FLOOR PROPOSAL - LEVEL + 3.00 m PROPUESTA DEL SEGUNDO NIVEL - NIVEL + 3.00 m
1.50
6.00
1.50 1.50 1.50
1.25 1.88 2.17
1.50
6.00
1.50 1.50 1.50
1.25
STAIRS
GRADA
HALL
PASILLO
V-02
P-1
V-01
P-1
V-02
V-01
V-03
NEW PANEL W WALL TO BE CONSTRUCTED
NEW SLIDING GLASS DOOR, INSTALLED IN A SLIDING SYSTEM
WITH TOP RAIL AND COMPLETE ACCESORIES.
NEW REINFORCED BLOCK WALL TO BE CONSTRUCTED
SYMBOLS OF EXISTING AND
NEW ELEMENTS
EXISTING STRUCTURAL OR REINFORCED WALL
P-1 P-1 P-1
V-03 V-03
11.14
4.44
ELEVATED WALKWAY WITH GUARDRAIL
PASILLO ELEVADO CON BARANDAL
11.11 11.11 1.64
Distribution of Physical Space Areas
Description Horizontal Dimension (m) Vertical Dimension (m) Area in (m2)
Aula 1/ Classroom 1 9.14 10.90 99.63
Aula 2/ Classroom 2 11.00 10.33 113.63
Aula 3/ Classroom 3 11.00 10.33 113.63
Sala Multiproposito / Multipurpose Room
17.93 5.88 112.71
1.64 4.44 Pasillo Elevado con Barandal
/ Elevated Walkway with Guardrial
23.86 2.00 47.72
TOTAL FLOOR AREA 487.32
PANEL "W" WALL AREAS TO BE BUILT
Location Axles Length (m) Height (m) Wall Area (m2) Door Opening (m2)
Window Opening (m2) Opening Area (m2) Total Wall Area
(m2) Totals in (m2)
Aula 1 Classroom 1 horizontal 18.72 3.00 56.16 0.00 9.00 9.00 47.16
93.75 vertical 22.28 3.00 66.84 5.25 15.00 20.25 46.59
Aula 2 Classroom 2 horizontal 11.11 2.60 28.89 2.63 9.00 11.63 17.26
44.12 vertical 10.33 2.60 26.86 0.00 0.00 0.00 26.86
Aula 3 Classroom 3 horizontal 11.11 2.60 28.89 2.63 9.00 11.63 17.26
44.12 vertical 10.33 2.60 26.86 0.00 0.00 0.00 26.86
Sala Multiproposito Multipurpose Room horizontal 1.64 2.60 4.26 2.63 0.00 2.63 1.64 16.93 vertical 5.88 2.60 15.29 0.00 0.00 0.00 15.29
TOTAL AREA OF PANEL "W" WALLS TO BE BUILT (M2) 198.92
16.38
REINFORCED BLOCK WALL AREAS TO BE BUILT
Location Axles Length (m) Height (m) Wall Area (m2) Door Opening (m2)
Window Opening (m2) Opening Area (m2) Total Wall Area
(m2) Totals in (m2)
Aula 1 Classroom 1 horizontal 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 vertical 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Aula 2 Classroom 2 horizontal 11.11 1.00 11.11 0.00 0.00 0.00 11.11
11.11 vertical 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Aula 3 Classroom 3 horizontal 11.11 1.40 15.55 0.00 0.00 0.00 15.55
15.55 vertical 0.00 0.00 0.00 0.00 0.00 0.00 0.00
Sala Multiproposito Multipurpose Room horizontal 34.31 1.40 48.03 0.00 0.00 0.00 48.03 54.25 vertical 4.44 1.40 6.22 0.00 0.00 0.00 6.22
TOTAL AREA OF REINFORCED BLOCK WALL TO BE BUILT (M2) 80.91
EXISTING STRCTURAL COLUMNS
NEW DOORS TO BE INSTALLED ACCORDING TO DOOR DETAILS
WALL FINISH SCHEDULE
Wall Type Construction Finish
W-1 W Panel Wall System Structural shotcrete on both faces, cement plaster, skim coat, acrylic primer, and two coats of acrylic paint. Smooth painted finish.
W-2 Concrete Masonry Unit (CMU) Exposed concrete block. No plaster. No skim coat. One coat of acrylic primer and two coats of acrylic paint applied directly over the masonry surface.
TECHNICAL INDICATIONS TO BE CONSIDERED
GENERAL NOTES CONCRETE MASONRY WALLS:
1. Concrete masonry walls shall be constructed using concrete masonry units (CMU) as indicated on the Approved Design Drawings.
2. Walls shall be installed plumb, level, and properly aligned.
3. Mortar joints shall be fully filled and properly tooled.
4. Concrete masonry walls shall remain exposed.
5. Plaster, cement rendering, skim coat, or any other leveling finish shall not be applied to concrete masonry walls unless specifically indicated on the Approved Design Drawings.
6. Prior to painting, exposed masonry surfaces shall be cleaned and free of dust, loose mortar, oils, or other contaminants.
7. Apply one (1) coat of acrylic primer followed by two (2) coats of acrylic paint directly over the exposed concrete masonry surface.
TECHNICAL INDICATIONS TO BE CONSIDERED
GENERAL NOTES W PANEL WALL SYSTEM:
1. W Panel wall systems shall be installed in accordance with the Approved Design Drawings and the manufacturer's recommendations.
2. Panels shall be securely anchored to the structural steel framing using the connection system specified on the structural drawings.
3. Electrical conduits, outlet boxes, data raceways, and embedded accessories shall be installed before shotcrete application.
4. Structural shotcrete shall be applied on both faces of the W Panel in accordance with the approved wall assembly and specified thickness.
5. After curing of the shotcrete, wall surfaces shall receive one coat of cement plaster followed by one coat of skim coat to provide a smooth and uniform finish.
6. All finished wall surfaces shall receive one coat of acrylic primer and two coats of interior/exterior acrylic paint.
7. Wall surfaces shall be plumb, true, and free from cracks, honeycombs, voids, or other visible imperfections prior to painting.
8. Openings for doors, windows, and mechanical or electrical penetrations shall be accurately coordinated before wall finishing.
9. Repair any damaged wall surfaces prior to final painting to provide a continuous and uniform architectural finish.
10. Finished W Panel walls shall present a smooth painted surface suitable for educational and institutional facilities.
AutoCAD SHX Text 1:100
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DESCRIPTION / (DESCRIPCION):
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DATE (FECHA):
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ESCALA
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REVIEWED BY CMS:(REVISADO POR CMS):
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APPROVED BY (APROBADO POR:)
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INL PROGRAM (PROGRAMA DE INL)::
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SCALE:
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(LAMINA #):
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SHEET #:
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JULY 2026
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VERSION:
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ACAD FILE. DWG:
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DRAWN BY:
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UNITS (UNIDADES):
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METERS
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(ARCHIVO DWG):
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EIC EXPANSION
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ENG.AVENDAÑO
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PROGRAM MANAGER INL:
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LOURDES GUILLEN
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MR. MICHAEL SCOTT SAARLAS
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CONSTRUCTION MANAGEMENT SPECIALIST
AutoCAD SHX Text
EIC AUTHORITIES
AutoCAD SHX Text
AUTOCAD LT 2026
AutoCAD SHX Text 1:100
AutoCAD SHX Text This drawing shows the proposed architectural layout for the first and second floors, including room distribution, dimensions, and reference levels for construction.
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EN AMBAS DIRECCIONES
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DIMENSION DE
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CONCRETE FLOOR 4,000 PSI
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GROUT NO RETRACTIL
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COURT
SALA DE JUSGAMIENTO
HALL
PASILLO
TACTICAL TRAINING AREA
ENTRENAMIENTO TACTICO
STORAGE AREA
AREA DE ALMACENAMIENTO DINNING ROOM
COMEDOR
STAIRS
GRADA
HALL
PASILLO
HALL
PASILLO
HALL
PASILLO
VIRTUAL SHOOTING RANGE
POLIGONO VIRTUAL
ENTRADA PRINCIPAL AL AREA DE ENTRENAMIENTO TACTICO
MAIN ENTRANCE TO TACTICAL TRAINING AREA
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ZAPATA AISLADA 2X2X0.60 M
PLACA BASE DE 0.60X0.60 M
PERNO DE ANCLAJE EN PLACA BASE 1M DE LARGO
FOUNDATION SYMBOL
LEGEND
PEDESTAL 0.80X0.80X1.40 M
VIGA DE CIMENTACION 0.40X0.60 M (LONGITUD VARIABLE)
Z-1
P-1
BP-1
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TECHNICAL INDICATIONS TO BE CONSIDERED
GENERAL FOUNDATION NOTES:
1. All dimensions shall be verified in the field prior to construction. Report any discrepancies to the Engineer before proceeding.
2. Do not scale drawings. Written dimensions shall govern.
3. All dimensions are in meters (m) unless otherwise noted.
4. Foundation construction shall conform to the latest editions of ACI 318, ACI 301, ASTM standards and applicable local building codes.
5. Specified compressive strength of structural concrete shall be f'c = 28 MPa (4000 psi) at 28 days.
6. Reinforcing steel shall conform to ASTM A615 Grade 60 (Fy = 420 MPa).
7. Structural steel columns shall conform to ASTM A992 Grade 50 (Fy = 345 MPa).
8. Base plates shall conform to ASTM A36 steel.
9. All footings shall bear on undisturbed natural soil or approved compacted structural fill.
10. Foundation excavations shall be inspected and approved prior to placing reinforcement or concrete.
11. Remove all loose material, organic soil, water and debris from excavations before placing concrete.
12. Structural fill shall be compacted to a minimum of 95% Modified Proctor Density, unless otherwise indicated by the geotechnical report.
13. Backfill shall be placed in maximum 200 mm lifts and compacted to the specified density.
14. Minimum clear concrete cover shall be as follows:
Footings = 75 mm
Pedestals = 50 mm
Grade Beams = 50 mm
Columns = 40 mm
15. Reinforcing steel shall be securely tied and adequately supported to maintain the required concrete cover during concrete placement.
16. Concrete shall not be placed on frozen, muddy, saturated or otherwise unsuitable subgrade conditions.
17. Foundation elevations and dimensions shall be verified in the field prior to construction.
18. Anchor bolts shall be installed using rigid steel templates to ensure proper location, alignment and elevation.
19. Provide non-shrink grout beneath all steel base plates. Minimum grout thickness shall be 25 mm.
20. New foundations have been positioned to avoid interference with existing building foundations and structural elements. If existing footings, grade beams or other structural components are encountered during excavation, stop work and notify the Engineer for field evaluation prior to continuing construction.
21. Foundation layout dimensions shall be verified against the structural grid before excavation begins.
22. No foundation dimensions, reinforcement details or elevations shall be modified without written approval from the Engineer of Record.
23. Isolated footings have been positioned to maintain clearance from the existing industrial building foundations. Verify footing locations in the field prior to excavation to confirm that no conflicts exist with the existing structural system.
24. The Contractor shall verify all existing site conditions prior to construction. Any differences between the drawings and actual field conditions shall be reported to the Engineer before proceeding.
AutoCAD SHX Text 1:100
AutoCAD SHX Text
DESCRIPTION / (DESCRIPCION):
AutoCAD SHX Text
DATE (FECHA):
AutoCAD SHX Text
ESCALA
AutoCAD SHX Text
REVIEWED BY CMS:(REVISADO POR CMS):
AutoCAD SHX Text
APPROVED BY (APROBADO POR:)
AutoCAD SHX Text
INL PROGRAM (PROGRAMA DE INL)::
AutoCAD SHX Text
SCALE:
AutoCAD SHX Text
(LAMINA #):
AutoCAD SHX Text
SHEET #:
AutoCAD SHX Text
JULY 2026
AutoCAD SHX Text
VERSION:
AutoCAD SHX Text
ACAD FILE. DWG:
AutoCAD SHX Text
DRAWN BY:
AutoCAD SHX Text
UNITS (UNIDADES):
AutoCAD SHX Text
METERS
AutoCAD SHX Text
(ARCHIVO DWG):
AutoCAD SHX Text
EIC EXPANSION
AutoCAD SHX Text
ENG.AVENDAÑO
AutoCAD SHX Text
PROGRAM MANAGER INL:
AutoCAD SHX Text
LOURDES GUILLEN
AutoCAD SHX Text
MR. MICHAEL SCOTT SAARLAS
AutoCAD SHX Text
CONSTRUCTION MANAGEMENT SPECIALIST
AutoCAD SHX Text
EIC AUTHORITIES
AutoCAD SHX Text
AUTOCAD LT 2026
AutoCAD SHX Text 1:100
AutoCAD SHX Text This drawing presents the foundation layout and structural details, including footing types, reinforcement specifications, and legend of foundation symbols for construction reference.
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GANCHO ESTANDAR DE 180%%D
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VARILLA %%C=
AutoCAD SHX Text 9.5
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AutoCAD SHX Text Diametro ( ) minimode doblez (mm)
AutoCAD SHX Text Extensión minima E (mm)
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GANCHO ESTANDAR DE 135%%D
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TACTICAL TRAINING AREA
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STORAGE AREA
AREA DE ALMACENAMIENTO DINNING ROOM
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DETALLE DE
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2MX2MX0.60M
13 ø 5/8" @15cm
EN AMBAS DIRECCIONES
8 ø 5/8" VERTICALESANILLOS ø 3/8" @15cm
CONCRETE FLOOR 4,000 PSI
C-1 (W14X68)
GROUT NO RETRACTIL
BP-1 600 X 600 X 32 MM
COMPRESSED FILLING
(RELLENO COMPACTADO
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DETALLE DE
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13 ø 5/8" @15cm
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C-1 (W14X68)
GROUT NO RETRACTIL
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COMPRESSED FILLING
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2MX2MX0.60M
13 ø 5/8" @15cm
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CONCRETE FLOOR 4,000 PSI
C-1 (W14X68)
GROUT NO RETRACTIL
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COMPRESSED FILLING
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DETALLE DE
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2MX2MX0.60M
13 ø 5/8" @15cm
EN AMBAS DIRECCIONES
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GROUT NO RETRACTIL
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DETALLE DE
ZAPATA ASILADA Z-1
2MX2MX0.60M
13 ø 5/8" @15cm
EN AMBAS DIRECCIONES
8 ø 5/8" VERTICALESANILLOS ø 3/8" @15cm
CONCRETE FLOOR 4,000 PSI
C-1 (W14X68)
GROUT NO RETRACTIL
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COMPRESSED FILLING
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DETALLE DE
ZAPATA ASILADA Z-1
2MX2MX0.60M
13 ø 5/8" @15cm
EN AMBAS DIRECCIONES
8 ø 5/8" VERTICALESANILLOS ø 3/8" @15cm
CONCRETE FLOOR 4,000 PSI
C-1 (W14X68)
GROUT NO RETRACTIL
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COMPRESSED FILLING
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DETALLE DE
VIGA DE CIMENTACION VC-1
0.40MX0.60M
(TRAMOS EJES 1-6 / EJES 6-8)
CONCRETE FLOOR 4,000 PSI
ANILLOS ø 3/8" @15cm
3 ø 6/8" HORIZONTALES SUPERIORES
3 ø 6/8" HORIZONTALES INFERIORES
8.83
0.73
0.05
0.60
0.12 0.15
DETALLE DE
VIGA DE CIMENTACION VC-1
0.40MX0.60M
(TRAMOS EJES 10-12 / EJES 12-16)
CONCRETE FLOOR 4,000 PSI
ANILLOS ø 3/8" @15cm
3 ø 6/8" HORIZONTALES SUPERIORES
3 ø 6/8" HORIZONTALES INFERIORES
4.95
0.73
0.05
0.60
0.15 0.09
DETALLE DE
VIGA DE CIMENTACION VC-1
0.40MX0.60M
(TRAMOS EJES 8-10)
CONCRETE FLOOR 4,000 PSI
ANILLOS ø 3/8" @15cm
3 ø 6/8" HORIZONTALES SUPERIORES
3 ø 6/8" HORIZONTALES INFERIORES
ZAPATA AISLADA 2X2X0.60 M
PLACA BASE DE 0.60X0.60 M
PERNO DE ANCLAJE EN PLACA BASE 1M DE LARGO
FOUNDATION SYMBOL
LEGEND
PEDESTAL 0.80X0.80X1.40 M
VIGA DE CIMENTACION 0.40X0.60 M (LONGITUD VARIABLE)
Z-1
P-1
BP-1
AB-1
VC-1
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ESCALA
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(ARCHIVO DWG):
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PROGRAM MANAGER INL:
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LOURDES GUILLEN
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MR. MICHAEL SCOTT SAARLAS
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CONSTRUCTION MANAGEMENT SPECIALIST
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AutoCAD SHX Text This drawing presents the layout and detailed sections of foundation beams, showing reinforcement, dimensions, and connections between footing elements for structural execution.
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ZAPATA AISLADA 2X2X0.60 M
PLACA BASE DE 0.60X0.60 M
PERNO DE ANCLAJE EN PLACA BASE 1M DE LARGO
FOUNDATION SYMBOL
LEGEND
PEDESTAL 0.80X0.80X1.40 M
VIGA DE CIMENTACION 0.40X0.60 M (LONGITUD VARIABLE)
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DETALLE DE
ZAPATA ASILADA Z-1
2MX2MX0.60M
13 ø 5/8" @15cm
EN AMBAS DIRECCIONES
ANILLOS ø 3/8" @15cm
CONCRETE FLOOR 4,000 PSI
C-1 (W14X68)
GROUT NO RETRACTIL
BP-1 600 X 600 X 32 MM
COMPRESSED FILLING
(RELLENO COMPACTADO
CON MATERIAL SELECTO)
0.08
0.08
1.00
2.00
0.20
0.08
2.00
0.60
0.60 0.60
0.050.03
1.40
DETALLE DE
ZAPATA ASILADA Z-1
2MX2MX0.60M
13 ø 5/8" @15cm
EN AMBAS DIRECCIONES
8 ø 5/8" VERTICALESANILLOS ø 3/8" @15cm
GROUT NO RETRACTIL
BP-1 600 X 600 X 32 MM
0.08
0.08
1.00
0.20
0.08
2.00
0.60
0.60 0.60
0.050.03
1.40
DETALLE DE
ZAPATA ASILADA Z-1
2MX2MX0.60M
8 ø 5/8" VERTICALES
C-1 (W14X68)
BP-1 600 X 600 X 32 MM
0.08
0.08
1.00
2.00
0.20
0.08
2.00
0.60
0.60 0.60
0.050.03
1.40
DETALLE DE
ZAPATA ASILADA Z-1
2MX2MX0.60M
13 ø 5/8" @15cm
EN AMBAS DIRECCIONES
8 ø 5/8" VERTICALES
CONCRETE FLOOR 4,000 PSI GROUT NO RETRACTIL
BP-1 600 X 600 X 32 MM
0.08
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DIAMETRO 1"
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0.60
3 ø 6/8" HORIZONTALES SUPERIORES
3 ø 6/8" HORIZONTALES INFERIORES
ANILLOS ø 3/8" @15cm
DETALLE DE
VIGA DE CIMENTACION VC-1
0.40MX0.60M
(TRAMOS EJE j-k)
3.98
CONCRETE 4,000 PSI
0.60
0.73
0.05
0.080.15
3 ø 6/8" HORIZONTALES INFERIORES
3 ø 6/8" HORIZONTALES SUPERIORES
ANILLOS ø 3/8" @15cm
DETALLE DE
VIGA DE CIMENTACION VC-1
0.40MX0.60M
(TRAMOS EJES 1-6 / EJE 6-8)
AutoCAD SHX Text 1:100
AutoCAD SHX Text
DESCRIPTION / (DESCRIPCION):
AutoCAD SHX Text
DATE (FECHA):
AutoCAD SHX Text
ESCALA
AutoCAD SHX Text
REVIEWED BY CMS:(REVISADO POR CMS):
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APPROVED BY (APROBADO POR:)
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INL PROGRAM (PROGRAMA DE INL)::
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SCALE:
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(LAMINA #):
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SHEET #:
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JULY 2026
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VERSION:
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DRAWN BY:
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UNITS (UNIDADES):
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(ARCHIVO DWG):
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EIC EXPANSION
AutoCAD SHX Text
ENG.AVENDAÑO
AutoCAD SHX Text
PROGRAM MANAGER INL:
AutoCAD SHX Text
LOURDES GUILLEN
AutoCAD SHX Text
MR. MICHAEL SCOTT SAARLAS
AutoCAD SHX Text
CONSTRUCTION MANAGEMENT SPECIALIST
AutoCAD SHX Text
EIC AUTHORITIES
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AUTOCAD LT 2026
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POLICE PROFESSIONALIZATION
This drawing presents the layout and detailed sections of foundation beams, showing reinforcement, dimensions, and connections between footing elements for structural execution.
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07TECHNICAL INDICATIONS TO BE CONSIDERED
GENERAL GRADE BEAM NOTES:
1. Grade beam dimensions and reinforcement shall conform to the details shown on this drawing.
2. Grade beams shall be cast monolithically with adjacent pedestals whenever practical.
3. Reinforcing steel shall conform to ASTM A615 Grade 60 (Fy = 420 MPa).
4. Concrete compressive strength shall be f'c = 28 MPa (4000 psi) at 28 days.
5. Maintain continuous longitudinal reinforcement throughout the entire length of the grade beam unless otherwise detailed.
6. Reinforcement shall be securely tied and adequately supported prior to concrete placement.
7. Stirrups shall be installed at the spacing indicated in the structural details.
8. Minimum concrete cover shall be 50 mm unless otherwise noted.
9. Grade beam bottom reinforcement shall remain clear of the excavation and be properly supported with approved concrete spacers or chairs.
10. Reinforcing bars shall be free of excessive rust, oil, mud or other materials that may impair bond with concrete.
11. Lap splices shall comply with ACI 318 unless otherwise detailed on the drawings.
12. Concrete shall be placed continuously to avoid cold joints whenever practical.
13. Concrete shall not be placed in standing water or on unsuitable subgrade conditions.
14. Verify all beam elevations and dimensions prior to placing concrete.
15. Beam intersections with pedestals shall be constructed as detailed on the drawings.
16. Any openings, sleeves or embedded items within grade beams shall be approved by the Engineer prior to installation.
17. Do not cut, drill or modify reinforcing steel without written approval from the Engineer.
18. Backfill adjacent to grade beams shall not be placed until the concrete has achieved sufficient strength.
19. Any discrepancies between the drawings and field conditions shall be reported to the Engineer before proceeding.
20. Contractor shall coordinate all foundation work with the structural, architectural and utility drawings prior to construction.
Mark Description Size Concrete Reinforcement
Z-1 Isolated Footing 2.00×2.00×0.60 m f'c=28 MPa View Detail
P-1 Pedestal 0.40×0.40 m f'c=28 MPa View Detail
VC-1 Grade Beam 0.40×0.60 m f'c=28 MPa View Detail
BP-1 Base Plate 600×600×38 mm ASTM A36 View Detail
AB-1 Anchor Bolts Ø1" × L ASTM F3125 View Detail
Item Specification
Concrete Strength f'c = 28 MPa Reinforcing Steel ASTM A615 Grade 60
Structural Steel ASTM A992 Grade 50
Base Plates ASTM A36
Anchor Bolts ASTM F3125 Grade A325 Concrete Cover - Footings 75 mm
Concrete Cover - Pedestals 50 mm Concrete Cover - Grade
Beams 50 mm
Soil Compaction 95% Modified Proctor
Minimum Grout Thickness 25 mm
TECHNICAL INDICATIONS TO BE CONSIDERED
GENERAL GRADE BEAM ADITIONAL NOTES:
1. Grade beam mark: VC-1.
2. Grade beam section: 0.40 m wide × 0.60 m deep.
3. Concrete compressive strength: f'c = 28 MPa (4000 psi) at 28 days.
4. Top longitudinal reinforcement: 3-#6 continuous reinforcing bars.
5. Bottom longitudinal reinforcement: 3-#6 continuous reinforcing bars.
6. Transverse reinforcement: #3 closed stirrups spaced at 150 mm on center.
7. Minimum clear concrete cover: 50 mm.
8. Longitudinal reinforcing bars shall remain continuous through pedestal and grade beam intersections unless otherwise detailed.
9. Stirrups shall be uniformly distributed along the grade beam unless a different spacing is indicated in the individual detail.
10. Reinforcement shall be securely tied and properly supported before concrete placement.
11. Provide approved concrete spacers or chairs to maintain the specified concrete cover.
12. Reinforcing steel shall conform to ASTM A615 Grade 60, Fy = 420 MPa.
13. Grade beam concrete shall be placed continuously whenever practical to minimize construction joints.
14. Construction joints, when required, shall be located only at locations approved by the Engineer.
15. Grade beams shall be cast monolithically with adjacent pedestals whenever practical.
16. Reinforcing bars shall be free of mud, oil, loose rust or any material that may reduce bond with concrete.
17. Do not cut, bend, relocate or remove reinforcement without approval from the Engineer.
18. No sleeves, conduits, pipes or openings shall pass through the grade beam unless specifically shown or approved.
19. Verify beam length, alignment, elevation and pedestal locations before placing reinforcement or concrete.
20. Refer to the corresponding longitudinal detail for the exact beam length and grid location.
Detail Beam Mark Location / Grid Reference Beam Length Quantity Total ML
1 VC-1 Grid 1-6 / Grid 6-8 9.65 8.00 77.2 2 VC-1 Grid 10-12 / Grid 12-16 8.83 4.00 35.32 3 VC-1 Grid 8-10 4.95 2.00 9.9 4 VC-1 Grid J-K 5.06 3.00 15.18 5 VC-1 Grid J-6 / Grid 6-8 3.98 12.00 47.76
Total Lineas Distantes of VC-1 185.36
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UNITS (UNIDADES):
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PROGRAM MANAGER INL:
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LOURDES GUILLEN
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MR. MICHAEL SCOTT SAARLAS
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EIC AUTHORITIES
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AutoCAD SHX Text This drawing presents the structural specifications, material standards, and technical notes for grade beams, footings, pedestals, and anchor systems, ensuring compliance with ASTM and ACI codes for construction.
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PLACA COLABORANTE CALIBRE 22
MALLA ELECTROSOLDADA 6X6
CONECTORES DE CORTANTE @ 30CM
CONCRETO fc´=210 kg/cm2
VARILLA CORRUGADA DE 1/2
VIGA W 14'' x 90
CONECTORES DE
CORTANTE 3/4 @ 30cm
CONCRETO fc´ = 210 kg/cm2
MALLA ELECTROSOLDADA 6X6
PLACA COLABORANTE
CAL. 22
23.86
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16.36
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LOSA ACERO (Ver Detalle)
LOSA DEL SEGUNDO NIVEL A CONSTRUIRSE
SECOND LEVEL SLAB TO BE CONSTRUCTED
MALLA ELECTROSOLDADA
DOS LECHOS 6x6/6x6
AREA = 393.21 m2
ESPESOR DE LOSA
12cm
COMPOSITE SLAB TECHNICAL SCHEDULE
Item Description Specification
S-1 Second Level Composite Slab Area = 393.21 m²
Metal Deck Composite steel floor deck Profile and gauge: See structural detail and approved manufacturer data
Deck Direction Deck ribs shall span perpendicular to supporting secondary beams See arrows shown on plan
Concrete Normal-weight structural concrete f'c = 28 MPa at 28 days
Reinforcement Welded wire reinforcement Size and spacing: See slab detail
Slab Thickness Total composite slab thickness See slab section detail
Deck Support Structural steel beams Minimum bearing shall comply with manufacturer requirements
Shear Connectors Headed shear studs, where composite beam action is required
Size and spacing: See structural framing and connection details
Concrete Cover Minimum cover above welded wire reinforcement See slab detail and ACI requirements
Floor Area Approximate construction area 393.21 m²
Openings Openings and penetrations Coordinate before concrete placement Construction Loads Wet concrete, workers and equipment Shall not exceed deck manufacturer limits
COMPOSITE SLAB DESIGN CRITERIA
Item Specification
Slab Mark S-1 Structural System Composite Steel Deck Slab
Total Slab Area 393.21 m²
Supporting Structure Structural Steel Framing
Main Beams W14×90 ASTM A992 Secondary Main Beams W14×74 ASTM A992 Secondary Beams W12×72 ASTM A992
Perimeter Beams W12×40 ASTM A992 Supporting Columns W14×68 ASTM A992
Concrete Strength f'c = 28 MPa (4000 psi)
Reinforcing Steel ASTM A615 Grade 60
Structural Steel ASTM A992 Grade 50
Slab Thickness 120 mm Total Thickness
Concrete Above Deck 60 mm Minimum
Floor Finish Trowel Finished Concrete
Deck Direction Perpendicular to Secondary Beams
Concrete Type Normal Weight Concrete
Floor Elevation +3.00 m Above Finished Floor
First Floor Clear Height 3.00 m
Second Floor Clear Height 2.50 m
Existing Roof Clearance Approximately 0.60 m Construction Type Composite Steel Deck System
FLOOR FINISH SCHEDULE
Finish Code Description
F-1 Reinforced concrete slab with smooth machine power-trowel finish and clear penetrating concrete sealer. Final finish shall match the texture, appearance, and color of the existing adjacent concrete floor.
TECHNICAL INDICATIONS TO BE CONSIDERED
GENERAL NOTES FLOOR FINISH :
1. New concrete floor finish shall match the existing adjacent concrete floor in texture, color, and overall appearance.
2. Concrete floor slabs shall receive a smooth machine power-trowel finish to produce a dense, uniform, and durable surface.
3. After the concrete has properly cured, apply one coat of clear penetrating concrete sealer in accordance with the manufacturer's recommendations.
4. Finished floor surfaces shall be level, free of cracks, honeycombing, laitance, depressions, or other surface imperfections.
5. Finished floor elevations shall provide a continuous transition with the existing slab without abrupt changes in level.
6. All floor finishes shall be suitable for educational and institutional facilities with heavy pedestrian traffic and low maintenance requirements.
AutoCAD SHX Text 1:100
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DESCRIPTION / (DESCRIPCION):
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DATE (FECHA):
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ESCALA
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REVIEWED BY CMS:(REVISADO POR CMS):
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APPROVED BY (APROBADO POR:)
AutoCAD SHX Text
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DRAWN BY:
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UNITS (UNIDADES):
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(ARCHIVO DWG):
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EIC EXPANSION
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ENG.AVENDAÑO
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PROGRAM MANAGER INL:
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LOURDES GUILLEN
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MR. MICHAEL SCOTT SAARLAS
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CONSTRUCTION MANAGEMENT SPECIALIST
AutoCAD SHX Text
EIC AUTHORITIES
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AUTOCAD LT 2026
AutoCAD SHX Text 1:100
AutoCAD SHX Text This drawing presents the second-level slab to be constructed, including dimensions, reinforcement layout, and composite steel deck details with technical specifications for structural execution.
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METAL DECK SPECIFICATION
Item Specification
Metal Deck Type Composite Steel Deck
Deck Profile 3 in. Composite Deck (Verify with Manufacturer)
Deck Gauge Verify by Final Structural Design
Deck Coating Galvanized Steel Minimum Bearing 50 mm
Side Lap Mechanical Fasteners per Manufacturer
Deck Fastening Welded or Mechanical Fasteners
Edge Closure Galvanized Closure Plate
SHEAR STUD SCHEDULE
Item Specification
Stud Type Headed Shear Stud
Material ASTM A108
Installation Stud Welding
Beam Connection Composite Beams Only
Spacing See Structural Connection Details
Diameter Verify Final Structural Design
SLAB REINFORCEMENT
Item Specification
Reinforcement Welded Wire Reinforcement
Location Upper Third of Slab
Support Plastic Chairs
Concrete Cover 25 mm
Lap Splices Per Manufacturer
COMPOSITE FLOOR SYSTEM
Component Description
Structural System Composite Steel Floor System
Steel Deck Composite Galvanized Steel Deck
Concrete Slab Reinforced Concrete Slab
Structural Support W14×90 / W14×74 / W12×72 / W12×40
Columns W14×68
Foundation Isolated Footings and Grade Beams
Total Area 393.21 m²
Floor Elevation +3.00 m
Clear Height - First Level 3.00 m Clear Height - Second Level 2.50 m
Roof Clearance Approximately 0.60 m
TECHNICAL INDICATIONS TO BE CONSIDERED
COMPOSITE SLAB GENERAL NOTES:
1. Composite slab dimensions and limits shall conform to this drawing.
2. Total slab construction area is approximately 393.21 m².
3. Composite slab shall consist of reinforced concrete placed over galvanized composite steel deck supported by structural steel framing.
4. Concrete compressive strength shall be f'c = 28 MPa (4000 psi) at 28 days.
5. Structural steel members shall conform to ASTM A992 Grade 50.
6. Reinforcing steel shall conform to ASTM A615 Grade 60.
7. Metal deck ribs shall span perpendicular to the secondary steel beams.
8. Deck sheets shall be securely fastened to supporting steel framing before concrete placement.
9. Side laps shall be fastened in accordance with manufacturer recommendations.
10. Provide deck closures at slab edges and beam intersections.
11. Provide welded wire reinforcement as indicated in the slab detail.
12. Reinforcement shall be supported using approved chairs to maintain the required concrete cover.
13. Do not place reinforcement directly on the metal deck.
14. All embedded conduits, sleeves and floor openings shall be coordinated before concrete placement.
15. Concrete shall be placed uniformly to prevent excessive deck deflection.
16. Concentrated stockpiles of concrete shall not be permitted on the deck during placement.
17. Temporary shoring shall be provided where required by the approved deck manufacturer.
18. Remove all standing water and debris from the deck before placing concrete.
19. Composite slab construction shall comply with ACI 318 and applicable SDI recommendations.
20. Contractor shall verify beam elevations and slab limits before installation.
21. Any discrepancy between structural drawings and field conditions shall be reported to the Engineer before proceeding.
22. Final deck profile, gauge, shear connectors and fastening pattern shall comply with the approved structural design and manufacturer recommendations.
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DESCRIPTION / (DESCRIPCION):
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DATE (FECHA):
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ESCALA
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REVIEWED BY CMS:(REVISADO POR CMS):
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APPROVED BY (APROBADO POR:)
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INL PROGRAM (PROGRAMA DE INL)::
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SCALE:
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(LAMINA #):
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SHEET #:
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JULY 2026
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VERSION:
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ACAD FILE. DWG:
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DRAWN BY:
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UNITS (UNIDADES):
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METERS
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(ARCHIVO DWG):
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EIC EXPANSION
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ENG.AVENDAÑO
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PROGRAM MANAGER INL:
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LOURDES GUILLEN
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MR. MICHAEL SCOTT SAARLAS
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CONSTRUCTION MANAGEMENT SPECIALIST
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EIC AUTHORITIES
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AUTOCAD LT 2026
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AutoCAD SHX Text This drawing presents the technical notes and specifications for the composite slab system, including metal deck properties, shear stud schedule, reinforcement details, and structural floor system components for construction reference.
RU
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F A
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A C
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A-
W14X90
0.356
0.368
0.018
0.011
0.257
0.361 0.011
0.020
W14X74
0.204
0.302 0.008
0.013
W12X40
0.305
0.312 0.011
0.017
W12X72
0.254
0.356 0.011
0.018
W14X68
STRUCTURAL STEEL FRAMING ARRANGEMENT
DISPOSICION DE LA ESTRUCTURA METALICA
W14X90, ASTM A992 GRADE 50
W12X72, ASTM A992 GRADE 50
W12X40, ASTM A992 GRADE 50
STRUCTURAL MEMBER
LEGEND
W14X74, ASTM A992 GRADE 50
W14X68, ASTM A992 GRADE 50
VS-1
VB
C-1
VP-1
VP-2
STRUCTURAL STEEL SECTION SCHEDULE
CUADRO DE SECCIONES DE ACERO ESTRUCTURAL
VP-1 (W14X90) VP-1 (W14X90)
VP-1 (W14X90) VP-1 (W14X90)
VP-1 (W14X90)
VP-1 (W14X90)
VP-1 (W14X90) VP-1 (W14X90)VP-1 (W14X90) VP-1 (W14X90)VP-1 (W14X90)
VP-1 (W14X90) VP-1 (W14X90)VP-1 (W14X90)
VP-1 (W14X90)
VP-1 (W14X90)
VP-1 (W14X90)
VP-1 (W14X90) VP-1 (W14X90)
VP-1 (W14X90) VP-1 (W14X90)
1.25 8.64 8.64 2.36 1.53
7.82
1.25
1.25
1.25
3.95
VP
-2
(W
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VP
-2
(W
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VP
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(W
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VP
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(W
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VP
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(W
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(W
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VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40)VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40)
VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40) VB (W12X40)
3.
4.
3.
1.
1.31 0.97 1.50 1.50 1.50 1.50 0.97 0.97 1.50 1.50 1.50 1.50 0.97 1.25 1.15 1.47 1.95 1.82 1.83 1.94 1.95 1.82 1.83 1.94
1.95 1.82 1.83 1.94 1.95 1.82 1.83 1.94
VS
-1
(W
X7 2)
VS
-1
(W
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VS
-1
(W
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VS
-1
(W
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VS
-1
(W
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
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VS
-1
(W
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VS
-1
(W
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VS
-1
(W
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VS
-1
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