Al construir las calles de nuestro país las pendientes longitudinales y transversales son de fundamental importancia para la producción de las aguas pluviales a través de contenes, badenes e imbornales además de garantizar la capacidad de producción y escorrentía de las aguas que se acumulan sobre la calzada durante los periodos de lluvia. Encontrándose estos en muchos casos obstruidas o en mal estado, teniendo que repararlo o sustituirlo, donde lo amerite, para garantizar la durabilidad de la estructura de pavimento
Este proyecto se basa en mejorar los entornos de las personas que pueblan en las provincias de: Azua, Barahona, San Cristóbal, Independencia, San José de Ocoa, San Pedro de Macorís, El Seibo, Puerto Plata, Santiago Rodríguez, Dajabón, Santo Domingo, Espaillat, Monseñor Nouel, Hermanas Mirabal, La Vega, María Trinidad Sánchez y Monte Plata.
La partida Ingeniería abarca y comprende todos los trabajos técnicos necesarios que el personal del Contratista deberá realizar para la ejecución de la obra.
Como trabajos técnicos se considerarán aquellos realizados por el superintendente y los ingenieros del Contratista, residentes en la obra y responsables de la dirección de los trabajos. También se considerarán como tales los trabajos que realicen las brigadas de topografía y de mecánica de suelos del Contratista, incluyendo los replanteos horizontales y verticales del movimiento de tierra, pavimento, estructuras, drenajes y demás partidas de trabajo comprendidas en el contrato, pruebas de campo, ensayos, así como los trabajos de gabinete del contratista relacionados con el aspecto técnico de la obra. Además se considerarán trabajos técnicos aquellos que a juicio del ingeniero sea necesario llevar a cabo para determinar emplazamientos, modificaciones, limitaciones y demás requerimientos de la obra y de sus zonas auxiliares, tales como minas, caminos de acceso, obras provisionales y demás.
Construcción badén de 40 mts tubular de ø 48" sobre rio Guayabal, carretera Padre Las Casas-Guayabal, provincia Azua. Se iniciará con una excavación de 64.75m3n para el fondo de badén, una excavación para la losa de entrada y salida de 32.90m3n, excavación para la zapata de aleta de 181.50m3n, un relleno de 148.50m3c para compactar la superficie. Una excavación para los dentellones de 50.40m3n.
Se suministrará un hormigón simple de 180kg/cm2 para fondo de badén de 11.66m3 y para colocar entre los tubos de 78.21m3. Se colocara un aproximado de 160m3 de hormigón armado de 280kg/cm2, que incluirá los dentellones, zapata de aleta, muro de aleta, losa de entrada y salida, losa superior, bordillos , muro frontal entre tubos y fondo de los tubos. Las alcantarillas a colocar serán de tubos de Ø48".
En los bordillos se colocarán 12.60m3 de pintura reflectiva.
Reconstrucción del camino vecinal La Siembra, Padre de las Casas, provincia Azua. Esta obra tendrá una longitud de 1.5km aproximadamente y un ancho promedio de 6.00m.
* A dynamic, versatile and results-oriented Civil Structural Engineer with over 8+ years of outstanding experience including experience in GCC in spearheading initiatives in the Conceptual design, structural analysis, Detailed Engineering, constructability studies and supervision for several types of (Concrete & Steel) structures as EPC, Feed projects in oil & gas and as well as complex Mixed-use buildings in construction area. Seeking a challenging position in Civil Structural Engineering (CSE) Multi-large Engineering Project within a professional firm to contribute accrued skills in formulating organizational objectives and charting a mutually beneficial growth path.
* Hard working and focused, honest and reliable, good effective interpersonal communication skills to work in a multi‐cultural environment, good team management skills
* Have the ability to adopt any new technologies, product or skills in relatively short time through employment & self‐study, ability to Accept and Learn From Criticism
EDUARDO H. PARE DESIGN CONSIDERATIONS TO AVOID WATER LEAKAGES ON BUILDINGEduardo H. Pare
DESIGN CONSIDERATIONS TO AVOID WATER LEAKAGES ON BUILDING
AUTHOR: EDUARDO H. PARE - BSCE, HAU, EPCC, PMC
CIVIL/STRUCTURAL ENGINEER
DESIGN & CONSTRUCTION
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
* A dynamic, versatile and results-oriented Civil Structural Engineer with over 8+ years of outstanding experience including experience in GCC in spearheading initiatives in the Conceptual design, structural analysis, Detailed Engineering, constructability studies and supervision for several types of (Concrete & Steel) structures as EPC, Feed projects in oil & gas and as well as complex Mixed-use buildings in construction area. Seeking a challenging position in Civil Structural Engineering (CSE) Multi-large Engineering Project within a professional firm to contribute accrued skills in formulating organizational objectives and charting a mutually beneficial growth path.
* Hard working and focused, honest and reliable, good effective interpersonal communication skills to work in a multi‐cultural environment, good team management skills
* Have the ability to adopt any new technologies, product or skills in relatively short time through employment & self‐study, ability to Accept and Learn From Criticism
EDUARDO H. PARE DESIGN CONSIDERATIONS TO AVOID WATER LEAKAGES ON BUILDINGEduardo H. Pare
DESIGN CONSIDERATIONS TO AVOID WATER LEAKAGES ON BUILDING
AUTHOR: EDUARDO H. PARE - BSCE, HAU, EPCC, PMC
CIVIL/STRUCTURAL ENGINEER
DESIGN & CONSTRUCTION
Sachpazis:Terzaghi Bearing Capacity Estimation in simple terms with Calculati...Dr.Costas Sachpazis
Terzaghi's soil bearing capacity theory, developed by Karl Terzaghi, is a fundamental principle in geotechnical engineering used to determine the bearing capacity of shallow foundations. This theory provides a method to calculate the ultimate bearing capacity of soil, which is the maximum load per unit area that the soil can support without undergoing shear failure. The Calculation HTML Code included.
Student information management system project report ii.pdfKamal Acharya
Our project explains about the student management. This project mainly explains the various actions related to student details. This project shows some ease in adding, editing and deleting the student details. It also provides a less time consuming process for viewing, adding, editing and deleting the marks of the students.
Hybrid optimization of pumped hydro system and solar- Engr. Abdul-Azeez.pdffxintegritypublishin
Advancements in technology unveil a myriad of electrical and electronic breakthroughs geared towards efficiently harnessing limited resources to meet human energy demands. The optimization of hybrid solar PV panels and pumped hydro energy supply systems plays a pivotal role in utilizing natural resources effectively. This initiative not only benefits humanity but also fosters environmental sustainability. The study investigated the design optimization of these hybrid systems, focusing on understanding solar radiation patterns, identifying geographical influences on solar radiation, formulating a mathematical model for system optimization, and determining the optimal configuration of PV panels and pumped hydro storage. Through a comparative analysis approach and eight weeks of data collection, the study addressed key research questions related to solar radiation patterns and optimal system design. The findings highlighted regions with heightened solar radiation levels, showcasing substantial potential for power generation and emphasizing the system's efficiency. Optimizing system design significantly boosted power generation, promoted renewable energy utilization, and enhanced energy storage capacity. The study underscored the benefits of optimizing hybrid solar PV panels and pumped hydro energy supply systems for sustainable energy usage. Optimizing the design of solar PV panels and pumped hydro energy supply systems as examined across diverse climatic conditions in a developing country, not only enhances power generation but also improves the integration of renewable energy sources and boosts energy storage capacities, particularly beneficial for less economically prosperous regions. Additionally, the study provides valuable insights for advancing energy research in economically viable areas. Recommendations included conducting site-specific assessments, utilizing advanced modeling tools, implementing regular maintenance protocols, and enhancing communication among system components.
TECHNICAL TRAINING MANUAL GENERAL FAMILIARIZATION COURSEDuvanRamosGarzon1
AIRCRAFT GENERAL
The Single Aisle is the most advanced family aircraft in service today, with fly-by-wire flight controls.
The A318, A319, A320 and A321 are twin-engine subsonic medium range aircraft.
The family offers a choice of engines
Vaccine management system project report documentation..pdfKamal Acharya
The Division of Vaccine and Immunization is facing increasing difficulty monitoring vaccines and other commodities distribution once they have been distributed from the national stores. With the introduction of new vaccines, more challenges have been anticipated with this additions posing serious threat to the already over strained vaccine supply chain system in Kenya.
Cosmetic shop management system project report.pdfKamal Acharya
Buying new cosmetic products is difficult. It can even be scary for those who have sensitive skin and are prone to skin trouble. The information needed to alleviate this problem is on the back of each product, but it's thought to interpret those ingredient lists unless you have a background in chemistry.
Instead of buying and hoping for the best, we can use data science to help us predict which products may be good fits for us. It includes various function programs to do the above mentioned tasks.
Data file handling has been effectively used in the program.
The automated cosmetic shop management system should deal with the automation of general workflow and administration process of the shop. The main processes of the system focus on customer's request where the system is able to search the most appropriate products and deliver it to the customers. It should help the employees to quickly identify the list of cosmetic product that have reached the minimum quantity and also keep a track of expired date for each cosmetic product. It should help the employees to find the rack number in which the product is placed.It is also Faster and more efficient way.
Industrial Training at Shahjalal Fertilizer Company Limited (SFCL)MdTanvirMahtab2
This presentation is about the working procedure of Shahjalal Fertilizer Company Limited (SFCL). A Govt. owned Company of Bangladesh Chemical Industries Corporation under Ministry of Industries.
Welcome to WIPAC Monthly the magazine brought to you by the LinkedIn Group Water Industry Process Automation & Control.
In this month's edition, along with this month's industry news to celebrate the 13 years since the group was created we have articles including
A case study of the used of Advanced Process Control at the Wastewater Treatment works at Lleida in Spain
A look back on an article on smart wastewater networks in order to see how the industry has measured up in the interim around the adoption of Digital Transformation in the Water Industry.
1. Eng. Paola Carolina
Pérez Batista.
Master in BIM Management
Master in Structural Engineering & Construction
PROJECT PORTFOLIO.
2. Eng. Paola Pérez
Batista, MSc.
EXECUTIVE PROFILE
An engineer and domain expert in Seismic/Structural
engineering with 6 years of experience in the design and
evaluation of various types sizes (small/Medium/Tall) of
infrastructure in Building sectors.
EDUCATION
Masters degree in BIM
Management in
Infrastructure and Civil
Engineering Universidad
Católica de Murcia.
Master degree in Structural
Engineering and
Construction Universitat
Politecnica de Catalunya
Bachelor´s degree, Civil
Engineering Instituto
Tecnológico de Santo
Domingo
KEY SKILLS
Seismic Engineering
Concrete Structures
Steel Structures
Composite Structures
Wood Structures
Communication Skills
Challenges Solutions
SOFTWARE SKILL
CSI-ETABS
CSI-SAFE
TEKLA STRUCTURES
REVIT-STRUCTURE
CSI-SAP 2000
CYPECAD
AUTODESK INFRAWORKS
BENTLEY POWER CIVIL 3D
LIMCON
RAM CONNECTION
IDEA STATICA
MIDAS GenCivilFEA
RISA
MICROSOFT PROJECT
MICROSOFT OFFICE
Español
English
Italiano
Deutsch
LANGUAGES ILLS
3. Structural Supervision
Rafael A. Sánchez
Building.
Client: Grupo Constructor del Caribe.
Year: 2014.
Status: Completed.
Structure System: Reinforced Concrete Special
Moment Frame
Brief Description: Structural supervision during
construction process of a 12 Storey Building.
Specifically, it has been verified all structural
requirements such as overlapping lenght, vertical
alingment, minimun cover to local
reinforcement, steel stirrups distance, etcetera.
Standards: Building Code Requirements for
Structural Concrete ACI-318-14, Reglamento para
el análisis y diseño sísmico de estructuras R-001,
Reglamento de Hormigón R-033.
ON
SITE
SUPERVISION
4. Municipal Police Offices (Ferrara, Italy)
Client: Universitat Politécnica de Catalunya.
Year: 2016.
Status: Completed.
Structure System: Ordinary Steel Moment Frame
reinforced with Buckling Restrained Axial Damper
(BRAD).
Brief Description: It consisted in a Reliability
comparison among 3 earthquake parameters
(Magnitude and Radio, Peak Ground Acceleration
& Arias Intensity) of a Nonlinear Dynamic analysis
of a seismically retrofitted reinforced concrete
building.
Software: Midas GEN.
Standards: Eurocode 8 & Norme Techniche per le
Costruzioni 08 (NTC08).
NON
LINEAR
DYNAMIC
ANALYSIS
FOR
SEISMIC
RETROFITTING
5. Spazio & Bellini Towers (Guayaquil, Ecuador)
Client: Universitat Politécnica de Catalunya.
Year: 2016.
Status: Completed.
Structure System: Special reinforced
concrete moment frame .
Brief Description: Seismic design verification
through numerical modelling and structural
plans comparison attending to regulations in
force at the time.
Software: CSI ETABS & CSI SAFE.
Standard: Normativa Ecuatoriana de la
Construcción – Estructuras de Hormigón
Armado (NEC-SE-HM)
TWO
RESIDENTIAL
TOWERS
SEISMIC
DESIGN
VERIFICATION
6. Terrazas del Parque Residential (SD, REP. DOM.)
Client: Grupo Constructor del Caribe.
Year: 2016.
Status: Completed.
Structure System: Special reinforced concrete shear
walls
Brief Description: 9 floors residential tower (2586
square meters) seismic reinforced concrete
structure, estimation vertical and horizontal loads,
stress and deformation verification.
Software: CSI ETABS & CSI SAFE.
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001, Reglamento de
Hormigón R-033.
RESIDENTIAL
TOWER
SEISMIC
DESIGN
7. Colinas del Arroyo (Residential Project)
Client: Grupo Constructor del Caribe.
Year: 2017.
Status: Completed
Structure System: Special Reinforced Concrete Shear
Walls.
Brief Description: Seismic reinforced concrete
structure, estimation vertical and horizontal loads,
stress and deformation verification, drawing up plans
for construction.
Software: CSI ETABS & CSI SAFE.
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001, Reglamento de
Hormigón R-033.
RESIDENTIAL
TOWER
SEISMIC
DESIGN
8. MILLENIUM XXI RESIDENCES
Client: Grupo Constructor del Caribe.
Year: 2017.
Status: Completed
Structure System: Special Reinforced Concrete Shear
Walls.
Brief Description: Seismic reinforced concrete structure,
estimation vertical and horizontal loads, stress and
deformation verification, drawing up plans for
construction.
Software: CSI ETABS & CSI SAFE.
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño sísmico
de estructuras R-001, Reglamento de Hormigón R-033.
TWO
RESIDENTIAL
TOWERS
SEISMIC
DESIGN
VERIFICATION
27. RUMI RESIDENTIAL
Client: Constructora Meca S.R.L
Year: 2017 -2019
Role: Structural Designer
Structure System: Dual System: Special reinforced
concrete moment frame and Masonry
Brief Description: Residential project with a surface
16,145.87 ft2, four buildings, each one has 3 floors
and 4,197.93 ft2. Seismic reinforced concrete
structure, vertical and horizontal loads estimation,
stress and deformation verification, drawing up plans
for construction.
Software: CSI ETABS, CSI SAFE, CYPECAD
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento de Hormigón R-033 (DR)
28. MARDOM INDUSTRIAL WAREHOUSE
Client: Maritima Dominicana / Estudio Bianna Montas
Year: 2018
Role: Structural Designer
Structure System: Ordinary Steel Moment Frame reinforced
Brief Description: Warehouse in steel structure of 4,628.48 ft2 on
existing concrete building of 6,418.84 ft2. Structural vulnerability
assessment of concrete building to determine if the construction of
the steel warehouse on the second floor is feasible. Geometric
survey, structural reinforcement scanning, extraction and breaking
of concrete cores, sclerometry (Schmidt hammer), earthquake-
resistant analysis, numerical modeling, and preparation of
construction plans.
Software: CSI ETABS, CSI SAFE, BENTLEY RAM CONNECTION,
BENTLEY LIMCON CONNECTION.
Standard: Building Code Requirements for Structural Concrete ACI-
318-14, Guide to Presenting Reinforcing Steel Design Details ACI-
315-08, Minimum Design Loads and Associated Criteria for Buildings
and Other Structures ASCE 7-16, AISC Steel Construction Manual
ASD/LRFD 14TH, ANSI/AISC 360-05: Specification for Structural
Steel Buildings Chapter J. Design of Connections, Reglamento para
el análisis y diseño sísmico de estructuras R-001 (DR), Reglamento:
Diseño construcción de edificios en mampostería R-027 (DR),
Reglamento: Análisis, fabricación y montaje de estructuras de acero
R-028 (DR), Reglamento de Hormigón R-033 (DR).
29. STRUCTURAL REINFORCEMENT IN
MARDOM OFFICES
Client: Maritima Dominicana / Estudio Bianna Montas
Year: 2018
Role: Structural Designer
Structure System: Ordinary Steel Moment Frame reinforced
Brief Description: Steel reinforcing frame in office building.
Structural vulnerability assessment of concrete building to
determine if the steel reinforcing frame is need it.
Software: CSI ETABS, CSI SAFE, BENTLEY RAM CONNECTION,
BENTLEY LIMCON CONNECTION.
Standard: Building Code Requirements for Structural Concrete ACI-
318-14, Guide to Presenting Reinforcing Steel Design Details ACI-
315-08, Minimum Design Loads and Associated Criteria for Buildings
and Other Structures ASCE 7-16, AISC Steel Construction Manual
ASD/LRFD 14TH, ANSI/AISC 360-05: Specification for Structural Steel
Buildings Chapter J. Design of Connections, Reglamento para el
análisis y diseño sísmico de estructuras R-001 (DR), Reglamento:
Diseño construcción de edificios en mampostería R-027 (DR),
Reglamento: Análisis, fabricación y montaje de estructuras de acero
R-028 (DR), Reglamento de Hormigón R-033 (DR).
30. PLATE DESIGN FOR TRUCK WEIGHING
SCALE IN MARDOM
Client: Maritima Dominicana /
Estudio Bianna Montas
Year: 2019
Role: Structural Design Advisor
Brief Description: Geometric survey,
analysis of fatigue cycles and load
cycles, numerical modeling and
preparation of construction plans
Software: SolidWorks
31. INCOCEGLA
Client: INCOCEGLA / OPTICAL Y MEDICAL SUPPLY ROMA
Year: 2019-2022
Role: Structural Design Advisor
Structure System: Special Steel Moment Frame reinforced, Special
reinforced concrete moment frame, Special Reinforced Concrete Shear
Walls
Brief Description: Structural vulnerability assessment of 8 buildings with
more than 171,685.00 ft2 of construction to provide health services, with
buildings dating from the 1980s to the present, with different load-bearing
systems (steel frames, concrete frames, concrete walls and load-bearing
masonry).
Geometric survey, structural reinforcement scanning, extraction and
breaking of concrete cores, sclerometry (Schmidt hammer), earthquake-
resistant analysis, numerical modeling, construction process verification,
determination of required structural reinforcements.
Software: CSI ETABS, CSI SAFE, IDEA STATICA
Standard: Building Code Requirements for Structural Concrete ACI-318-14,
Guide to Presenting Reinforcing Steel Design Details ACI-315-08, Minimum
Design Loads and Associated Criteria for Buildings and Other Structures
ASCE 7-16, AISC Steel Construction Manual ASD/LRFD 14TH, ANSI/AISC
360-05: Specification for Structural Steel Buildings Chapter J. Design of
Connections, Reglamento para el análisis y diseño sísmico de estructuras
R-001 (DR), Reglamento: Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento: Análisis, fabricación y montaje de estructuras de
acero R-028 (DR), Reglamento de Hormigón R-033 (DR).
32. Monte Rio Plaza
Client: HIELO Y AGUA MONTE RIO SRL
(ICE & WATER)
Year: 2021
Role: Building License Advisor
Structure System: Special reinforced
concrete moment frame
Brief Description: Two-Story comercial
space of 1830 ft2. Preparation of
sanitary and electrical plans with their
respective reports, management and
monitoring of the project approval
process for the issuance of
corresponding construction permits.
33. Costa Azul MiniMarket
Client: Costa Azul MiniMarket
Year: 2018
Role: Structural Design
Structure System: Special reinforced concrete
moment frame
Brief Description: One-Story concrete structure with
2018 ft2. Seismic reinforced concrete structure,
vertical and horizontal loads estimation, stress and
deformation verification, drawing up plans for
construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento de Hormigón R-033 (DR)
34. APARTMENT BUILDING ARCH. MATEO
Client: ARCHITECT E. MATEO
Year: 2019
Role: Structural Design
Structure System: Dual System: Special reinforced
concrete moment frame and Masonry
Brief Description: Four-Story residential building
with 7,847 ft2. Seismic reinforced concrete structure,
vertical and horizontal loads estimation, stress and
deformation verification, drawing up plans for
construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento de Hormigón R-033 (DR)
35. Abreu Castillo Residence
Client: Cayacoa Dairy Products
Year: 2017
Role: Structural Design
Structure System: Dual System: Special reinforced
concrete moment frame and Masonry
Brief Description: Two-Story house with 4,920 ft2.
Seismic reinforced concrete structure, vertical and
horizontal loads estimation, stress and deformation
verification, drawing up plans for construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento de Hormigón R-033 (DR)
36. HACIENDA SANTIAGO APARTMENT
Client: DEGMON INGENIERIA
Year: 2020
Role: Structural Design and Construction Supervisor
Structure System: Dual System: Special reinforced
concrete moment frame and Masonry
Brief Description: Two-Story building with 2,368 ft2.
Seismic reinforced concrete structure, vertical and
horizontal loads estimation, stress and deformation
verification, drawing up plans for construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento de Hormigón R-033 (DR)
37. HACIENDA SANTIAGO LUXURY HOME
Client: DEGMON INGENIERIA
Year: 2020
Role: Structural Design
Structure System: Dual System: Special reinforced
concrete moment frame and Masonry
Brief Description: Two-Story building with 5,705 ft2.
Seismic reinforced concrete structure, vertical and
horizontal loads estimation, stress and deformation
verification, drawing up plans for construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento de Hormigón R-033 (DR)
38. HACIENDA SANTIAGO VIEWPOINT
Client: DEGMON INGENIERIA
Year: 2019
Role: Structural Design and Construction Supervisor
Structure System: Special reinforced concrete
moment frame
Brief Description: Two-Story building with 1,076 ft2.
Seismic reinforced concrete structure, vertical and
horizontal loads estimation, stress and deformation
verification, drawing up plans for construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento de Hormigón R-033 (DR)
39. HACIENDA SANTIAGO POOL BUILDINGS
Client: DEGMON INGENIERIA
Year: 2020
Role: Structural Design and Construction Supervisor
Structure System: Special reinforced concrete
moment frame
Brief Description: Set of three structures: Dining
room (269 ft2), kitchen (183 ft2) and bar (172 ft2)
that accompany the pool area. Seismic reinforced
concrete structure, vertical and horizontal loads
estimation, stress and deformation verification,
drawing up plans for construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en mampostería
R-027 (DR), Reglamento de Hormigón R-033 (DR)
40. HACIENDA SANTIAGO BASKETBALL
COURT
Client: DEGMON INGENIERIA
Year: 2020
Role: Structural Design and Construction Supervisor
Structure System: Ordinary Steel Moment Frame reinforced
Brief Description: Design of steel support and concrete plank for
basketball court. Seismic reinforced concrete structure, vertical and
horizontal loads estimation, stress and deformation verification,
drawing up plans for construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural Concrete ACI-
318-14, Guide to Presenting Reinforcing Steel Design Details ACI-
315-08, Minimum Design Loads and Associated Criteria for Buildings
and Other Structures ASCE 7-16, AISC Steel Construction Manual
ASD/LRFD 14TH, ANSI/AISC 360-05: Specification for Structural Steel
Buildings Chapter J. Design of Connections, Reglamento para el
análisis y diseño sísmico de estructuras R-001 (DR), Reglamento:
Diseño construcción de edificios en mampostería R-027 (DR),
Reglamento: Análisis, fabricación y montaje de estructuras de acero
R-028 (DR), Reglamento de Hormigón R-033 (DR).
41. HACIENDA DOÑA GUILLE STABLE AND
GAZEBO
Client: DEGMON INGENIERIA
Year: 2020
Role: Structural Design and Construction Supervisor
Structure System: Dual System: Special reinforced concrete
moment frame and Masonry.
Brief Description: Set of three buildings with light roof of 3,488 ft2.
Seismic reinforced concrete structure, vertical and horizontal loads
estimation, stress and deformation verification, drawing up plans
for construction.
Software: CSI ETABS, CSI SAFE
Standard: Building Code Requirements for Structural Concrete ACI-
318-14, Guide to Presenting Reinforcing Steel Design Details ACI-
315-08, Minimum Design Loads and Associated Criteria for Buildings
and Other Structures ASCE 7-16, AISC Steel Construction Manual
ASD/LRFD 14TH, ANSI/AISC 360-05: Specification for Structural Steel
Buildings Chapter J. Design of Connections, Reglamento para el
análisis y diseño sísmico de estructuras R-001 (DR), Reglamento:
Diseño construcción de edificios en mampostería R-027 (DR),
Reglamento: Análisis, fabricación y montaje de estructuras de acero
R-028 (DR), Reglamento de Hormigón R-033 (DR).
42. RUBEN LUXURY VILLA
Client: DEGMON INGENIERIA
Year: 2020
Role: Structural Design and Construction Supervisor
Structure System: Special reinforced concrete moment
frame
Brief Description: Two-level villa with perimeter soil
stabilization wall, three-story social area with pool,
perimeter retaining wall and 7,642 ft2 of construction.
Seismic reinforced concrete structure, vertical and
horizontal loads estimation, stress and deformation
verification, drawing up plans for construction.
Software: CSI ETABS, CSI SAFE, CYPECAD
Standard: Building Code Requirements for Structural
Concrete ACI-318-14, Minimum Design Loads and
Associated Criteria for Buildings and Other Structures
ASCE 7-16, Reglamento para el análisis y diseño sísmico
de estructuras R-001 (DR), ), Reglamento: Diseño
construcción de edificios en mampostería R-027
(DR), Reglamento de Hormigón R-033 (DR)
43. industrial warehouses Hato Nuevo
Client: DEGMON INGENIERIA
Year: 2020
Role: Structural Designer
Structure System: Ordinary Steel Moment Frame reinforced
Brief Description: Set of two industrial steel buildings of 6,975 ft2
and 3,875 ft2. Seismic reinforced concrete structure, vertical and
horizontal loads estimation, stress and deformation verification,
drawing up plans for construction.
Software: CSI ETABS, CSI SAFE, BENTLEY RAM CONNECTION,
BENTLEY LIMCON CONNECTION, IDEA STATICA
Standard: Building Code Requirements for Structural Concrete ACI-
318-14, Guide to Presenting Reinforcing Steel Design Details ACI-
315-08, Minimum Design Loads and Associated Criteria for Buildings
and Other Structures ASCE 7-16, AISC Steel Construction Manual
ASD/LRFD 14TH, ANSI/AISC 360-05: Specification for Structural
Steel Buildings Chapter J. Design of Connections, Reglamento para
el análisis y diseño sísmico de estructuras R-001 (DR), Reglamento:
Análisis, fabricación y montaje de estructuras de acero R-028 (DR),
Reglamento de Hormigón R-033 (DR).
44. industrial warehouse Terdeco
Client: TERDECO SRL
Year: 2019-2022
Role: Structural Designer
Structure System: Ordinary Steel Moment Frame reinforced
Brief Description: Industrial building in steel frames and deep
foundations (piles) of 11,431 ft2. Seismic reinforced concrete
structure, vertical and horizontal loads estimation, stress and
deformation verification, drawing up plans for construction.
Software: CSI ETABS, CSI SAFE, BENTLEY RAM CONNECTION,
BENTLEY LIMCON CONNECTION, IDEA STATICA
Standard: Building Code Requirements for Structural Concrete ACI-
318-14, Guide to Presenting Reinforcing Steel Design Details ACI-
315-08, Minimum Design Loads and Associated Criteria for Buildings
and Other Structures ASCE 7-16, AISC Steel Construction Manual
ASD/LRFD 14TH, ANSI/AISC 360-05: Specification for Structural
Steel Buildings Chapter J. Design of Connections, Reglamento para
el análisis y diseño sísmico de estructuras R-001 (DR), Reglamento:
Análisis, fabricación y montaje de estructuras de acero R-028 (DR),
Reglamento de Hormigón R-033 (DR).
45. FRONT FACADE OF DEL ROSARIO
RESIDENCE
Client: MARIA DEL ROSARIO
Year: 2018
Role: GENERAL DESIGN AND
Construction
Brief Description: Architectural
design, planning, management and
coordination of steel and concrete
construction work, as well as cost
analysis and work budget.
46. ROOF WORK OF DEL ROSARIO
RESIDENCE
Client: MARIA DEL ROSARIO
Year: 2020
Role: Contractor
Brief Description: Ceiling concreting
and elastomeric waterproofing
application
47. REPAIR OF THE ELECTRICAL AND SANITARY
NETWORK OF DEL ROSARIO RESIDENCE
Client: MARIA DEL ROSARIO
Year: 2019
Role: Contractor
Brief Description: Change of the
house electrical network,
replacement of breakers and
installation of Main Break, cleaning
of septic chamber, grease trap, as
well as unclogging the pipes.
48. Design and build of JMO Group 3500 Lt
Cistern
Client: JMO GROUP
Year: 2019
Role: Structural Design and Construction
Structure System: Intermediate masonry walls
Brief Description: Design and construction of a
78 ft2 underground water storage facility.
Software: CSI ETABS, CSI SAFE, CYPECAD
Standard: Building Code Requirements for
Structural Concrete ACI-318-14, Minimum
Design Loads and Associated Criteria for
Buildings and Other Structures ASCE 7-16,
Reglamento para el análisis y diseño sísmico
de estructuras R-001 (DR), ), Reglamento:
Diseño construcción de edificios en
mampostería R-027 (DR), Reglamento de
Hormigón R-033 (DR)
49. WOODEN PERGOLA ON Vanessa
residential
Client: HILDA HERNANDEZ
Year: 2019
Role: Structural Design and Construction
Structure System: Timber frames
Brief Description: Design and construction of
1,076.39 ft2 pergola, in Timber elements, roofed in
polycarbonate sheets.
Software: CSI ETABS
Standard: Minimum Design Loads and Associated
Criteria for Buildings and Other Structures ASCE 7-16,
National Desing Specification for Wood Constructions
NDS-2018, Wood Frame Construction Manual
WFCM-2018, Reglamento para el análisis y diseño
sísmico de estructuras R-001 (DR), Reglamento para
diseño y construcción de edificaciones en
madera estructural R-029 (DR).
50. Remodeling OF AQUINO RESIDENCE
Client: Dr. Yubelkys Aquino
Year: 2020
Role: Contractor
Brief Description: Design and
substitution of the PVC for
polypropylene pipes, correction of
leaks and remodeling of three
bathrooms in a two-story house of
5,651.05 ft2.
51. Remodeling OF AVALO MEJÍA RESIDENCE
Client: Ramon Avalo
Year: 2019
Role: Contractor
Brief Description: Design and
substitution of the PVC for
polypropylene pipes, correction of
leaks and remodeling of three
bathrooms in a two-story house of
5,651.05 ft2.