The document provides details on 18 different non-residential construction projects that the expert consulting firm was involved in. The projects included warehouses, office buildings, schools, hospitals, and other commercial and institutional structures. For each project, the client, location, key project details, and the services provided by the consulting firm such as building investigations, documentation of deficiencies, litigation support, and recommendations are summarized.
Adapting and repurposing older buildings for new uses with advancing energy and environmental concerns is challenging and requires specific expertise. Bruner/Cott & Associates presents a methodology for the analysis of building envelope improvements in existing buildings focusing on two buildings in Eastern Massachusetts.
This methodology focuses on each building’s unique material characteristics and an approach that not only addresses the concerns of thermal resistance, condensation and freeze/thaw cycles, but also the architectural implications of energy conservation measures.
The team’s extensive experience rehabilitating historic buildings and as building science practitioners enables them to evaluate methods and make decisions related to the building envelope while providing the best architectural solutions.
This presentation will highlight the approach, the decision making process and the results of various completed and on-the- boards projects including Harvard Blackstone Building and the Dartmouth Class of 1953 Dining. The following topics in particular will be addressed: existing envelope construction and masonry characteristics, weather exposure, freeze/thaw events, saturation and density tests, building program and MEP changes that affect air pressure and RH factors, vapor and moisture permeance, compatibility with architectural enclosures, and recommended monitoring systems.
Adapting and repurposing older buildings for new uses with advancing energy and environmental concerns is challenging and requires specific expertise. Bruner/Cott & Associates presents a methodology for the analysis of building envelope improvements in existing buildings focusing on two buildings in Eastern Massachusetts.
This methodology focuses on each building’s unique material characteristics and an approach that not only addresses the concerns of thermal resistance, condensation and freeze/thaw cycles, but also the architectural implications of energy conservation measures.
The team’s extensive experience rehabilitating historic buildings and as building science practitioners enables them to evaluate methods and make decisions related to the building envelope while providing the best architectural solutions.
This presentation will highlight the approach, the decision making process and the results of various completed and on-the- boards projects including Harvard Blackstone Building and the Dartmouth Class of 1953 Dining. The following topics in particular will be addressed: existing envelope construction and masonry characteristics, weather exposure, freeze/thaw events, saturation and density tests, building program and MEP changes that affect air pressure and RH factors, vapor and moisture permeance, compatibility with architectural enclosures, and recommended monitoring systems.
Rapid construction techniques used in now a days, modern construction techniques, LIGHT HOUSE PROJECTS, global housing technology challenge, ix Technology providers have been selected through rigorous online bidding process for construction of Light House Projects (LHPs) at six different locations in six states. ghtc india
•The National Eco House Competition
•The HCT Eco House
•Technologies in the Eco House
•Focus on Insulated Concrete Forms
•The build process of HCT
•Student and staff participation
•The monitoring and results phase
CSR Consultant and Associates provides Civil Structural audit, Repair estimate with technicality, tendering, contractor selection procedure, project management consultancy and other allied services.
Taking care for most of the Civil repair works, the cost for structural audit is based on following parameters.
Nos. of Floors,
Nos. of Flats or Builtup areas,
Year of construction,
Last repair carried and other amenities.
Areas being works as follows.....
Replastering Of Building, Painting, Flooring, Plumbing, Weather Shed Roofing Work, Concreting Works, Basement & Foundation Waterproofing Contractors, Repairs To R.C.C. & Ceiling, Polymers, Roof Construction, Building Water Proofing Polymer RCC Repairs, Contractors, Flooring Contractor, Companies, Company, Mumbai, India
Waterproofing Basement, Foundation Waterproofing, Waterproofing Services, Construction Repair, Building Construction Repair, Waterproofing Concrete, Wall Water Proofing, Basement Waterproofing Systems, Home Waterproofing, Mumbai, India
Replastering Of Building, Painting, Flooring, Plumbing, Weather Shed Roofing Work, Concreting Works, Basement & Foundation Waterproofing Contractors, Repairs To R.C.C. & Ceiling, Polymers, Roof Construction, Building Water Proofing Polymer RCC Repairs, Contractors, Flooring Contractor, Companies, Company, Mumbai, India, Repair And Rehabilitation Of Rcc Buildings, Repairs To R.C.C. Polymers, Painting, Painting Of Building, Construction Work Painting, Painting For Old Building, Painting Contractor, Plumbing, Polymer Repairs.
Repair And Rehabilitation Of Rcc Buildings, Repairs To R.C.C. Polymers, Replastering, Replastering Of Building, Painting, Painting Of Building, Construction Work Painting, Painting For Old Building, Painting Contractor, Plumbing, Polymer Repairs To R.C.C., Mumbai, India
Rehabilitation Of Damaged Structures, Terrace Waterproofing, Waterproofing Works, Waterproofing of Building, Structural Strengthening Works, Construction of - Industrial Buildings, Commercial Buildings, Public Buildings, Residential Buildings, Mumbai, India
Rehabilitation Of Civil Construction Work & Old Buildings Structures, Waterproofing Of New & Old Buildings, Building Repair, Waterproofing, Roofing, Buildings Flooring, Plumbing, Painting Repair Contractors, Contractor, Building Maintenance Services, Civil Engineers, Mumbai, India
Plastering Contractors, Repairing Contractors, Civil Engineers, Contractors, Rehabilitation Of Old Construction Work, Rehabilitation Of Old Building, Rehabilitation Of Building, Construction Repair, Mumbai, India
Building Water Proofing, Polymer RCC Repairs, Weather Shed Roofing Work, Replastering Of Building, Painting, Flooring, Plumbing Contractors, Flooring, Repairs To Ceiling, Concreting Work, Repairs To R.C.C. Polymers, Roof Construction, Basement & Foundation Waterproofing, Contractor, Companies, Company, Mumbai, India.
CSR Consultant and Associates are Licensed Structural audit for Municipal Corporations, providing audit report, Budgeted repair solutions, Tendering, Supervision, Quality checks, Bills verification to project completion.
Housing Societies FAQ’s....
1. WHY DOES THE SOCIETY NEED a PMC consultant like CSR?
Every society has got their unique Civil repair problems, demanding very specific technical feasible solution. Therefore, Societies need to have technical assistance who has enormous experience in the Civil Engineering field. CSR comes in handy for drawing technical solutions.
2. WHY CANNOT THE CONTRACTORS DIRECTLY GIVE ESTIMATES & QUOTATIONS AS PER OBSERVATIONS?
Grabbing estimates and quotations from various contractors would be time consuming and tedious task while comparing. To get the competition on single platform, one needs to ink out basic fundamental requirements of the society that shall comprise External and Internal health of society. It may not be feasible to ask all the contractors to visit every single owners property. CSR Engineers can professionally assist you to develop a Technical Tender document as per your specific needs, for selection of right Contractor.
3. WHY CANNOT THE SOCIETY MEMBERS CAN SUPERVISE WORK IN PROGRESS ? :
Most of the members may be qualified in their respective fields. But do they have full time experience with the Civil repair industry? Are they aware of the Industry standards? Are they aware of the Civil Engineering methods? Can they devote time on daily basis? Are they equipped to face unforeseen circumstances?
4. WHAT IS THE BENEFIT OF APPOINTING CSR as project Management Consultant?
Being a professional third party, society members can be rest assured to have impartial decisions. A professional guidance can help avoid conflicts or show stoppers to get going.
5. BUT, Consultants like CSR Engineers SERVICES WILL JUST ADD TO THE COST?
Civil Structural audit Engineering companies like CSR Consultant and Associates; supports right from audit, budgeting with optional benefits, assist to freeze scope of work, tender preparation, tender issues, selection of contractor, progress of work, balance sheet of project and final closure report. Secondly, CSR services shall save ‘n’ times the total CSR’s service cost; inculcating technical knowledge, time track, minimizing of unnecessary work, justified usage of society fund and peace of mind.
6. BUT WHY ARE THESE CONSULTANCY SERVICES COSTING MORE THAN OTHERS?
Civil repairs are never done year after year. It demands efforts, dedication, technical team backups, focus and attention towards each projects undertaken and most important – the knowhow for economical methods. Professional services never come at cheap price. Structural audit with Project Management Consultancy (PMC) led by a team of professional engineers, ensure timely deliveries TO THE BEST OF THE ABILITIES.
Rapid construction techniques used in now a days, modern construction techniques, LIGHT HOUSE PROJECTS, global housing technology challenge, ix Technology providers have been selected through rigorous online bidding process for construction of Light House Projects (LHPs) at six different locations in six states. ghtc india
•The National Eco House Competition
•The HCT Eco House
•Technologies in the Eco House
•Focus on Insulated Concrete Forms
•The build process of HCT
•Student and staff participation
•The monitoring and results phase
CSR Consultant and Associates provides Civil Structural audit, Repair estimate with technicality, tendering, contractor selection procedure, project management consultancy and other allied services.
Taking care for most of the Civil repair works, the cost for structural audit is based on following parameters.
Nos. of Floors,
Nos. of Flats or Builtup areas,
Year of construction,
Last repair carried and other amenities.
Areas being works as follows.....
Replastering Of Building, Painting, Flooring, Plumbing, Weather Shed Roofing Work, Concreting Works, Basement & Foundation Waterproofing Contractors, Repairs To R.C.C. & Ceiling, Polymers, Roof Construction, Building Water Proofing Polymer RCC Repairs, Contractors, Flooring Contractor, Companies, Company, Mumbai, India
Waterproofing Basement, Foundation Waterproofing, Waterproofing Services, Construction Repair, Building Construction Repair, Waterproofing Concrete, Wall Water Proofing, Basement Waterproofing Systems, Home Waterproofing, Mumbai, India
Replastering Of Building, Painting, Flooring, Plumbing, Weather Shed Roofing Work, Concreting Works, Basement & Foundation Waterproofing Contractors, Repairs To R.C.C. & Ceiling, Polymers, Roof Construction, Building Water Proofing Polymer RCC Repairs, Contractors, Flooring Contractor, Companies, Company, Mumbai, India, Repair And Rehabilitation Of Rcc Buildings, Repairs To R.C.C. Polymers, Painting, Painting Of Building, Construction Work Painting, Painting For Old Building, Painting Contractor, Plumbing, Polymer Repairs.
Repair And Rehabilitation Of Rcc Buildings, Repairs To R.C.C. Polymers, Replastering, Replastering Of Building, Painting, Painting Of Building, Construction Work Painting, Painting For Old Building, Painting Contractor, Plumbing, Polymer Repairs To R.C.C., Mumbai, India
Rehabilitation Of Damaged Structures, Terrace Waterproofing, Waterproofing Works, Waterproofing of Building, Structural Strengthening Works, Construction of - Industrial Buildings, Commercial Buildings, Public Buildings, Residential Buildings, Mumbai, India
Rehabilitation Of Civil Construction Work & Old Buildings Structures, Waterproofing Of New & Old Buildings, Building Repair, Waterproofing, Roofing, Buildings Flooring, Plumbing, Painting Repair Contractors, Contractor, Building Maintenance Services, Civil Engineers, Mumbai, India
Plastering Contractors, Repairing Contractors, Civil Engineers, Contractors, Rehabilitation Of Old Construction Work, Rehabilitation Of Old Building, Rehabilitation Of Building, Construction Repair, Mumbai, India
Building Water Proofing, Polymer RCC Repairs, Weather Shed Roofing Work, Replastering Of Building, Painting, Flooring, Plumbing Contractors, Flooring, Repairs To Ceiling, Concreting Work, Repairs To R.C.C. Polymers, Roof Construction, Basement & Foundation Waterproofing, Contractor, Companies, Company, Mumbai, India.
CSR Consultant and Associates are Licensed Structural audit for Municipal Corporations, providing audit report, Budgeted repair solutions, Tendering, Supervision, Quality checks, Bills verification to project completion.
Housing Societies FAQ’s....
1. WHY DOES THE SOCIETY NEED a PMC consultant like CSR?
Every society has got their unique Civil repair problems, demanding very specific technical feasible solution. Therefore, Societies need to have technical assistance who has enormous experience in the Civil Engineering field. CSR comes in handy for drawing technical solutions.
2. WHY CANNOT THE CONTRACTORS DIRECTLY GIVE ESTIMATES & QUOTATIONS AS PER OBSERVATIONS?
Grabbing estimates and quotations from various contractors would be time consuming and tedious task while comparing. To get the competition on single platform, one needs to ink out basic fundamental requirements of the society that shall comprise External and Internal health of society. It may not be feasible to ask all the contractors to visit every single owners property. CSR Engineers can professionally assist you to develop a Technical Tender document as per your specific needs, for selection of right Contractor.
3. WHY CANNOT THE SOCIETY MEMBERS CAN SUPERVISE WORK IN PROGRESS ? :
Most of the members may be qualified in their respective fields. But do they have full time experience with the Civil repair industry? Are they aware of the Industry standards? Are they aware of the Civil Engineering methods? Can they devote time on daily basis? Are they equipped to face unforeseen circumstances?
4. WHAT IS THE BENEFIT OF APPOINTING CSR as project Management Consultant?
Being a professional third party, society members can be rest assured to have impartial decisions. A professional guidance can help avoid conflicts or show stoppers to get going.
5. BUT, Consultants like CSR Engineers SERVICES WILL JUST ADD TO THE COST?
Civil Structural audit Engineering companies like CSR Consultant and Associates; supports right from audit, budgeting with optional benefits, assist to freeze scope of work, tender preparation, tender issues, selection of contractor, progress of work, balance sheet of project and final closure report. Secondly, CSR services shall save ‘n’ times the total CSR’s service cost; inculcating technical knowledge, time track, minimizing of unnecessary work, justified usage of society fund and peace of mind.
6. BUT WHY ARE THESE CONSULTANCY SERVICES COSTING MORE THAN OTHERS?
Civil repairs are never done year after year. It demands efforts, dedication, technical team backups, focus and attention towards each projects undertaken and most important – the knowhow for economical methods. Professional services never come at cheap price. Structural audit with Project Management Consultancy (PMC) led by a team of professional engineers, ensure timely deliveries TO THE BEST OF THE ABILITIES.
Since our New Jersey group first started in 2002, we've worked on hundreds of projects in the state. This is a selection of a few that we are most proud of.
Overview of the fundamental roles in Hydropower generation and the components involved in wider Electrical Engineering.
This paper presents the design and construction of hydroelectric dams from the hydrologist’s survey of the valley before construction, all aspects and involved disciplines, fluid dynamics, structural engineering, generation and mains frequency regulation to the very transmission of power through the network in the United Kingdom.
Author: Robbie Edward Sayers
Collaborators and co editors: Charlie Sims and Connor Healey.
(C) 2024 Robbie E. Sayers
Hierarchical Digital Twin of a Naval Power SystemKerry Sado
A hierarchical digital twin of a Naval DC power system has been developed and experimentally verified. Similar to other state-of-the-art digital twins, this technology creates a digital replica of the physical system executed in real-time or faster, which can modify hardware controls. However, its advantage stems from distributing computational efforts by utilizing a hierarchical structure composed of lower-level digital twin blocks and a higher-level system digital twin. Each digital twin block is associated with a physical subsystem of the hardware and communicates with a singular system digital twin, which creates a system-level response. By extracting information from each level of the hierarchy, power system controls of the hardware were reconfigured autonomously. This hierarchical digital twin development offers several advantages over other digital twins, particularly in the field of naval power systems. The hierarchical structure allows for greater computational efficiency and scalability while the ability to autonomously reconfigure hardware controls offers increased flexibility and responsiveness. The hierarchical decomposition and models utilized were well aligned with the physical twin, as indicated by the maximum deviations between the developed digital twin hierarchy and the hardware.
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.
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.
Immunizing Image Classifiers Against Localized Adversary Attacksgerogepatton
This paper addresses the vulnerability of deep learning models, particularly convolutional neural networks
(CNN)s, to adversarial attacks and presents a proactive training technique designed to counter them. We
introduce a novel volumization algorithm, which transforms 2D images into 3D volumetric representations.
When combined with 3D convolution and deep curriculum learning optimization (CLO), itsignificantly improves
the immunity of models against localized universal attacks by up to 40%. We evaluate our proposed approach
using contemporary CNN architectures and the modified Canadian Institute for Advanced Research (CIFAR-10
and CIFAR-100) and ImageNet Large Scale Visual Recognition Challenge (ILSVRC12) datasets, showcasing
accuracy improvements over previous techniques. The results indicate that the combination of the volumetric
input and curriculum learning holds significant promise for mitigating adversarial attacks without necessitating
adversary training.
2. Client: Automann USA Warehouse Facility
Location: Franklin, New Jersey
Project:
• 84,000 square foot, single-story building
• Additional office space for warehouse managers and staff
• Remainder of building used for storage and shipping of truck parts
Services:
• Building diagnostics investigations
• Investigations of improper and defective construction of site work,
concrete floor and wall slabs, roofs, sealants, access and egress, and
other issues
• Documentation of conditions and damages
• Recommendations for corrective action and conclusions reached
• Litigation support and expert witness services
Automann Distribution Facility
3.
4. Client: Attorney
Location: Andover, New Jersey
Project:
• Two story building addition to a previously existing structure
• Manufacturing operations, product packaging, associated storage, and
related office spaces occupy the ground floor
• An upper level floor area is primarily used for product storage, with
ancillary manufacturing, support, and employee facilities
• Inadequate and improper design and construction details created
building deficiencies
Services:
• Perform building diagnostic investigation
• Document extensive problems occurring in the concrete slab
construction
• Evaluate the conditions
• Recommend corrective action
NVE, INC
5. Union County Courthouse
Client: Union County Courthouse Complex
Location: Elizabeth, New Jersey
Project:
• Original construction in 1920’s and 1930’s
• 17-story Greek Revival courthouse tower, 8-story “Low-
Tower”, 6-story Annex, 3-story Jail Building
• Terra Cotta, granite, & cast stone veneer
Services:
• Diagnostic evaluation of water intrusion and building
deficiencies
• Destructive testing, moisture surveys
• Window removal & replacement
• Historical Preservation
• Design and construction administration
6. Client: Architect
Location: Charlotte, North Carolina
Project:
• Need for an expert consultant to review the performance of an
architectural team with respect to the design of the new
Mecklenburg County Courthouse
• In specific, the role, responsibilities and standard of care of the
Client, related to a lawsuit filed by Mecklenburg County
Services:
• Reviewed and analyzed provided documents
• Site investigation and meetings with clients and attorneys
Mecklenburg County Courthouse
7. Client: Borough of Oakland
Location: Oakland, New Jersey
Project:
• Three-story office building
• Exterior EIFS cladding
• Office building is a steel frame structure with first floor
concrete slab-on-grade
Services:
• Analyze and document site conditions
• Analyze Project documents, code requirements, and industry
standards
Oakland Public Library
8. Client: General Contractor
Location: Wilmington, NC
Project:
• New construction of concrete masonry and storefront glazing
systems utilized for walls
• Concerns of wall assembly abilities to resist water intrusion
during hurricanes
Services:
• Performed building envelope consulting services that included
in-situ water testing
• Developed recommendations for corrective actions to address
water leakage observed
Cameron Art Museum
9. Client: Owner
Location: Wilmington, North Carolina
Project:
• Cracking observed in the walls and breakage of windows in the
west elevation of the “Addition”
• Evident water intrusion and staining
Services:
• Performed a limited site review
• Documented observations through photographs
Children’s Museum of Wilmington
10. Client: Condominium Association
Location: Lansdowne, Virginia
Project:
• Building is 11 floors with 242 residential units constructed over
a reinforced concrete below grade garage/basement
• First floor is the lobby level with common areas including an
event room which leads out to a common area patio
Services:
• Documented damages and water intrusion into garage areas
• Performed investigations to determine sources of the water
intrusion
• Evaluated waterproofing of the common area patio and an
upper terrace patio
Riverview Condominiums at Leisure World
Parking Garage
11. Client: Insurance Carrier
Location: Worcester, Massachusetts
Project:
• Car parking garage area beneath Worcester City Hall Plaza
• Designed and constructed prior to 1988
• Constructed with a concrete garage floor slab, cast in place
concrete walls and pre-case double tees
• Plaza deck was constructed with a topping slab over the double
tees
Services:
• Review of the building’s exterior and structure
• Analysis of project records
• Recommend corrective action
• Litigation support for the defense
Worcester Parking Garage
12. Client: Insurance Carrier
Location: Highland Heights, Kentucky
Project:
• Exterior masonry cavity walls with rigid insulation and brick
veneer, constructed of CMU
• Wall reinforcement for the CMU and brick veneer is provided by a
ladder type steel reinforcement embedded in the CMU
• Concerns were expressed with respect to workmanship performed
by the masonry contractor
Services:
• Review of the building’s exterior and structure
• Document building problems with masonry
• Analysis of project records
• Litigation support for the defense
• Assessment of liability and entitlement
Woodfill Elementary School
13. Client: Attorney for Plaintiff
Location: Waxhaw, North Carolina
Project:
• During an afternoon after school function, Plaintiff utilized the
auditorium catwalk.
• While exiting the catwalk, Plaintiff fell to the auditorium floor
and sustained injuries.
Services:
• Analyze the conditions of the catwalk and auditorium
• Determine violation of codes and standards of the industry
regarding the conditions.
Cuthbertson High School
14. Client: Contractor
Location: Charlottesville, Virginia
Project:
• Located on the University of Virginia campus
• Building has commercial grade aluminum framed stationary panel
fenestration
• Prior to the final installation of the two-story corner window and
several stairwell window units, several rain and wind events struck the
building allowing water onto the concrete slab floor and into the
interior halls and spaces below
Services:
• Documented the damages and extent of the water intrusion into the
structure
• Performed an analysis of the numerous impacts on the project
• Reviewed elements of construction used in Ruffin Hall
• Conducted moisture surveys
Ruffin Hall
15. Client: Attorney for Plaintiff
Location: Fairfax, Virginia
Project:
• Originally constructed in the 1960s
• Had renovations and remodeling done in 2004-2008 that enlarged the
structure from 117,000 to 187,000 square feet.
• After remodeling, the school’s staff began complaining of health
concerns and the building’s indoor air quality
Services:
• Evaluated current conditions, the design, and the construction
deficiencies at the school
• Performed site investigations of conditions and analyzed project
records, codes, and reports by others
• Litigation support including assessment of liability regarding numerous
design and construction issues
Sidney Lanier Middle School
16. Client: Plumbing Subcontractor
Location: Durham, North Carolina
Project:
• Two five-story brick clad dormitory facilities constructed
between 1996 and 1998.
• Mold resulted in evacuation and remediation of the facilities in
2003.
Services:
• Assessment of assertion by the Owner that the
• Plumbing Contractor’s alleged deficient work contributed to
the microbial growth.
• Analysis of project records, as-built conditions, and diagnostic
evaluation of water intrusion.
North Carolina Central University
17. Client: Medical Center
Location: Florence, South Carolina
Project:
• Constructed in 1978
• Mid-rise reinforced concrete structure
• Exterior brick masonry cavity wall construction
• Eight floors above ground
• Designed to accommodate an expansion of four floors
Services:
• Review of the building’s exterior and structure
• Document building problems with masonry, windows, roofing, and
plumbing systems
• Analysis of project records
• Litigation support
• Assessment of liability and entitlement
McLeod Medical Tower
18. Client: Insurance Carrier
Location: Houston, Texas
Project:
• Constructed in 1978
• Mid-rise reinforced concrete structure
• Exterior brick masonry cavity wall construction
Services:
• Determine the cause of reported roof leaks
• Determine the scope of storm damage, if any, of the roof
system and its Components
• Provide options and recommendations for addressing any noted
deficiencies
Select Medical Center
19. Client: Manufacturer
Location: Columbia, South Carolina
Project:
• Multi-building psychiatric facility
• Buildings constructed with roofs on fire retardant treated wood
framing and decks
Services:
• Site investigations to document conditions
• Research code requirements, analysis of repair scopes and
repair costs by others
• Develop alternate repair scopes of work and their repair costs
G. Werber Bryan Psychiatric Hospital
20. Client: Contractor
Location: Greenville, North Carolina
Project:
• Four-story building of approximately 200,000 square feet
• Building is composed of a steel structure
• Exterior brick cladding and glass fiber reinforced polymer
(“GFRP”) panels.
• GFRP panels surround aluminum curtain wall type windows
Services:
• Performed observation and documentation services of building
envelope investigations
• Provided an analysis of construction deficiencies, investigation
results by others, and reports by others
• Litigation support
East Carolina University Heart Institute
21. Client: Insurance Carrier
Location: Mayfield Village, Ohio
Project:
• Three floor health center
• Exterior brick veneer
Services:
• Review of the building’s exterior and structure
• Inspect for water intrusion and water damage before and during
the water spray testing
• Analysis of project records
• Evaluate potential deficiencies
University Hospital
22. Client: Owner
Location: Greenville, North Carolina
Project:
• Private 158 unit dormitory next to the East Carolina University
campus.
• Eight-story cast-in-place concrete-framed structure with metal
framing infill panels.
• Paper-faced gypsum wall sheathing and barrier exterior
insulation and finish system (“EIFS”).
Services:
• Analysis of Hurricane Irene impacts.
• Site investigations to document damages and an analysis of
project records.
• Provided support during insurance negotiations
Campus Towers
23. Client: Insurance Carrier
Location: Wilmington, North Carolina
Project:
• Industrial facility placing 3 HVAC units on roof
• Bottom cord of girder truss was cut, resulting in failure of truss and
roof system
• Man-lift caught truss, preventing roof collapse
• Small section of the roof opened to access top chord of the girder
truss to cut deflected section and jack roof back to original position
Services:
• Review of building structure
• Document building problems associated with ductwork installation
• Provided an analysis of project records
• Provide litigation support
BHS Druck
24. Client: Insurance Company
Location: Loris, South Carolina
Project:
• Church was under construction with long span wood trusses
being utilized over the sanctuary space
• Trusses fell during construction into the sanctuary portion of
the church building on September 19, 2006.
Services:
• Observed conditions
• Provided opinions as to the cause of wood roof trusses falling
First Presbyterian Church
25. Client: Attorney
Location: Fair Lawn, New Jersey
Project:
• Rainwater penetrated the wall flashing at both the windows and
the roof membrane, and
• Water leaked into the classroom wall, damaging the building
and interior components at the first floor below
Services:
• Performed a review of the construction drawings
• Documented conditions of the failure with photographs
Fair Lawn Jewish Center
26. Client: Medical Center
Location: Akron, Ohio
Project:
• Constructed by the building owner in 2004
• US Bank was responsible for the interior build-out
• Constructed of a combination of masonry and EIFS
Services:
• Review of the building’s exterior and structure
• Document site conditions and method of building construction
• Determined the cause(s) of conditions favorable to the
formation of mold.
US Bank
27. Client: Insurance Carrier
Location: Morrow, Ohio
Project:
• Pre-engineered metal building
Services:
• Diagnostic evaluation of building deficiencies
• Documented deficiencies
• Litigation support for defense
Salem/Morrow Fire Station
28. Client: Plaintiff
Location: Charlotte, North Carolina
Project:
• Train station for light rail transportation system
• Automated ticket stations set on concrete pedestals located at
each end of station
• Plaintiff tripped and fell over unused raised pedestal incurring
personal injuries
Services:
• Analyze and document site conditions
• Analyze Project documents, code requirements, and industry
standards
• Provide report and litigation support
Woodlawn LYNX Station
29. Client:
Location: Danbury, Connecticut
Project:
• 12,035 square foot multi-purpose use building
• Building is positioned on a sloping site and the majority
of the lower level walks out to grade which faces Lake
Nichecronk
• Exterior wood log style siding and has aluminum
windows
Services:
• Analyze and document site conditions
• Analyze Project documents, code requirements, and industry
standards
Corporate Center
30. Client: Owner
Location: Wilmington, North Carolina
Project:
• Condensation on windows between panes
Services:
• Evaluated field work performed by others
• Verify other investigators followed ASTM standards
General Electric
31. Client: Owner
Location: Knightdale, North Carolina
Project:
• Three-story office building
• Exterior EIFS cladding
• Office building is a steel frame structure with first floor
concrete slab-on-grade
Services:
• Analyze and document site conditions
• Analyze Project documents, code requirements, and industry
standards
Square D Office Building
32. Client: Medical Center
Location: Florence, South Carolina
Project:
• Broadway Lanes Bowling Alley with 18 lanes, restaurant and bar
• Building was reportedly constructed in the 1940’s, at which time
the bowling equipment was installed
• Construction of the lanes was narrow strips of maple or Yellow
Pine
Services:
• Reviewed the conditions present at Broadway Lanes with respect
to water intrusion
• Performed moisture surveys at various locations at the sleeper
support system and the foundation walls
• Documented ongoing water intrusion through the exterior
foundation walls and under the lane supports
Bowling Service & Supply, Inc.
33. Client: Home Owners Association
Location: Cornelius, North Carolina
Project:
• Community has three marinas on Lake Norman
• Scope of work included re-leveling all floating docks to guarantee that
the steel support framing would be out of the water
• All walking surfaces of the Phase 3 marina and the boarding ramps of
Phases 1 and 2 would be resurfaced with concrete pavers.
Services:
• Performed site investigations to document as-built site conditions of
the flotation materials and installation and of the concrete paver
materials utilized
• Analyzed project documents, code requirements, and industry
standards regarding design and installation issues
100 Norman Place
34. Client: Property Manager
Location: Cherry Hill, New Jersey
Project:
• Consisted of metal framed storage buildings on slab on grade
foundations
• The site is paved with concrete pavement and is partially bordered by
three (3) block retaining walls
• Incomplete and incorrect work from original construction to failure of
the retaining wall system and adjacent soils
Services:
• Visual review and limited intrusive exploration
• Documented observations through photographs
HSJ Properties
35. Client: Attorney/Owner
Location: Cornelius, North Carolina
Project:
• Original design for 216 boats (102 @ 30 foot)
• Required an additional 739 days of construction
• Resulted in a facility of 183 boats (0 @ 30 foot)
• Additional invoices cost client several hundred thousand dollars
in cost overruns
Services:
• Expert evaluation regarding standard of care and key issues
• Research and investigation of industry standards
• Scheduled impact evaluation
• Quantification of related cost damages
Crown Harbor Boat Storage Facility
36. Client: Attorney
Location: Trenton, New Jersey
Project:
• Project is a 110 foot wide by 125 foot long prefabricated steel
building, nominally 40 feet high
• Building has a vehicular entrance at the southerly end which
provides access to the storage areas, as well at through the
building to the attached repair facility
• Interior steel framing supporting the roof also acts as the storage
racks for the 100 boats the facility can store
Services:
• Performed a site review
• Documented observations through photographs
Trenton Marine Center
37. Client: Attorney for Plaintiff
Location: Phillipsburg, New Jersey
Project:
• Temporary classroom units (“TCUs”) located at Phillipsburg
High School
• Plaintiff filed a suit alleging his health issues were caused by
mold growth as a result of water infiltration caused by
deficiencies in the design and construction of the TCUs
Services:
• Reviewed provided documents
• Visually observed and invasively tested the TCUs
• Documented the existing building deficiencies, water intrusion
conditions, and the severity of water damage to the building
components
Hurst vs. Transport
38. Client: Developer
Location: Myrtle Beach, SC
Project:
• Two-story pre-engineered metal building
• Building envelope consists of an EIFS cladding with split-face
CMU block at the base
• Metal panels at the rear elevation on concrete footings and slab
Services:
• Performed window testing on selected curtain wall assemblies
following the ASTM 1105 standards
• Documented conditions during the investigations
• Provided recommendations for further actions, investigations
necessary, and a scope of repair
Fitness Edge
39. Client: Attorney
Location: Lawrenceville, New Jersey
Project:
• Wood truss metal connectors or “gang” plates are separating from
the wood members of the trusses.
• Roof is recessed four to five feet below surrounding shingled roofs
• Roof covering was sloped to direct water towards three roof drains
Services:
• Performed site investigation
• Conditions observed during investigations by Berman & Wright
were documented through notes made and with photographs
• Litigation support
KC Prime Restaurant
40. Client: Attorney for Plaintiff
Location: Rocky River, Ohio
Project:
• Plaintiff left the Rocky River Wine Bar via the front entry walk
on the evening of December 7, 2012
• Plaintiff reportedly stepped onto a depressed area of the asphalt
walk and then tripped on an elevated PVC pipe cap within the
asphalt depression
Services:
• Analyzed the conditions of the entry walk to the Rocky River
Wine Bar
• Determined violation of codes and standards of the industry
regarding the conditions
Rocky River Wine Bar
41. Client: Management Company
Location: Wilmington, North Carolina
Project:
• Allegations of water intrusion and damage
• Deficiencies from the up-fit construction and installation of the
HVAC system
Services:
• Performed site investigations
• Document conditions through photographs and field notes
Dutchman Town Center
42. Client: Attorney
Location: Wilkesboro, North Carolina
Project:
• Trip and fall at Lowe’s Home Center
Services:
• Performed site investigations
• Documented conditions through photographs and field notes
• Litigation support
Lowe’s Home Center
43. Client: Attorney for Plaintiff
Location: Philadelphia, Pennsylvania
Project:
• While at work, Plaintiff was retrieving light bulbs stored above
the prefabricated Meat Preparation cooler adjacent to a corridor
• Plaintiff stepped off of the cooler roof onto the unprotected top
of an acoustical tile ceiling, and fell through onto the concrete
floor below, sustaining major injuries to his body
Services:
• Reviewed documentation and site conditions
• Provided an analysis of the professional Standard of Care
provided by the architect
Tomlinson v. Lynmar Builders
44. Client: Owner
Location: Burgaw, North Carolina
Project:
• One-story building consisting of Emergency Medical Services
center, garage, Emergency Operations Center, and a Operations
room
• Reported to have water intrusion through the roof area,
humidity and odor concerns, site drainage concerns, and
general workmanship issues
Services:
• Performed site investigations
• Documented construction deficiencies through photographs
Pender EMS
45. Client: Legacy Properties-College Road Investments, LLC
Location: Wilmington, North Carolina
Project:
• Building is a steel reinforced masonry structure placed on a
concrete slab and footer foundation system
• Exterior cladding is split concrete block and masonry brick
with commercial aluminum frame storefront windows.
• Roof covering consists of a coated roll type product adhered to
insulation board attached to light-gauge corrugated steel pans
and is supported by steel bar trusses
Services:
• Performed visual review of the interior and exterior of the
building
• Documented site conditions through photographs
Harris Teeter
46. Client: MWH Constructors, Inc
Location: Manteo, North Carolina
Project:
• Cracks occurring in drywall in the Visitors Bureau
Services:
• Performed site investigation
• Documentation of conditions through photographs and notes
Manteo Visitor Center
47. Client: Owner
Location: Newark, New Jersey
Project:
• Essex County College contracted with the Architect to provide
and coordinate Architectural, Structural Engineering, and
Geotechnical Engineering services for a parking structure
• Project included 205 drilled shafts designed by the Architect
with engineering assistance subcontracted
Services:
• Analyzed data to help establish the causation of ensuing
building issues
• Litigation support
Claremont vs. Essex County
48. Client: Developer
Location: Durham, North Carolina
Project:
• Project site includes Building D, a commercial-retail building
housing multiple tenants, a stand alone PDQ Restaurant, and
site areas established for future additional construction
• Contract insufficiencies between developer and contractor
Services:
• Analyzed numerous documents pertaining to the project
• Performed a site investigation observe the site conditions,
project status, and to document known construction
deficiencies
• Documented conditions observed with photographs
Gateway Terrace
49. Client: Camp Speers YMCA
Location: Dingmans Ferry, Pennsylvania
Project:
• 12,035 square foot multi-purpose use building
• Building is positioned on a sloping site and the majority of the
lower level walks out to grade which faces Lake Nichecronk
• Exterior wood log style siding and has aluminum windows
Services:
• Analyze and document site conditions
• Analyze Project documents, code requirements, and industry
standards
Speers Lodge
50. Client: Owner
Location: Randolph, NJ
Project:
• Structure was not designed and fabricated with sufficient
strength and structure has failed
• Underground piping for roof drainage appears to be undersized
and installed with improper slope
• Metal wall panels fasteners improperly installed
Services:
• Performed a limited site review and investigation
• Visual observations and photographic documentation of interior
and exterior conditions
Randolph Tennis Center
51. Client: Attorney
Location: Gainesville, Florida
Project:
• Subcontractor claimed Metso was responsible for delaying the
subcontractor, therefore costing the subcontractor money
Services:
• Analyzedconstruction claim by a subcontractor against Metso
• Found little to support the subcontractor’s position
Metso
52. Client: Business Owner
Location: Myrtle Beach, South Carolina
Project:
• Building and Site Renovations
• Former Bank divided to 3 food service units
Services:
• Analysis of design, project omissions, water
intrusion sources and construction defects
• Evaluation of project records, Cost Analysis
• Design and construction administration
The Donut Man
55. Client: Hotel
Location: Houghton, Michigan
Project:
•Three story building
• Exterior EIFS cladding
• Problems and concerns related to EIFS exterior cladding
Services:
• Review of the building’s exterior and structure
• Limited destructive testing
• Moisture readings and window testing
• Evaluation of project records and building code requirements
• Litigation support
Holiday Inn Express
Houghton, Michigan
56. Client: Hotel
Location: Holton, Kansas
Project:
•Two story building
• Exterior EIFS cladding hotel.
• Problems and concerns related to the EIFS exterior cladding
Services:
• Review of the building’s exterior and structure
• Limited destructive testing
• Moisture readings and window testing
• Evaluation of project records and building code requirements
• Litigation support
Red Roof Inn
Holton, Kansas
57. Client: Hotel
Location: Multiple States
Project:
• Three-story EIFS-clad extended stay lodging hotels
• Exterior EIFS cladding
• Problems and concerns related to the EIFS exterior cladding on
hotels located in 12 states required evaluations for water
intrusion and building deficiencies
Services:
• Building diagnostics investigations
• Evaluated project records and building code requirements
• Cost analysis of remediation
• Litigation support
Extended Stay America
Multiple States
58. Client: Hotel
Location: Myrtle Beach, South Carolina
Project:
•Three story wood-framed building
• Exterior cladding vinyl siding installed over OSB
• No secondary moisture barrier.
• Packaged terminal air condition units are installed through the
exterior wall at each guest room.
• The roof construction consists of asphalt shingles and EPDM
waterproof membrane.
Services:
• Window Testing
• Documented existing building problems and water intrusion
conditions
•Documented the severity of water damage
Microtel Inn & Suits
Myrtle Beach, South Carolina
59. Client: Hotel
Location: Cherry Grove, South Carolina
Project:
•Three-story hotel constructed of light gage metal framing
• Problems and concerns related to framing and remediation costs
Services:
• Analyzed and evaluated framing conditions
• Code and design requirements
• Repair scope and costs
• Litigation Support
Wingate Inn
Cherry Grove, South Carolina
60. Client: Motel
Location: Tannersville, New Jersey
Project:
• Multiple building Complex
• Building design and construction deficiencies required
evaluations of the property.
Services:
• Cursory investigations and observations of the site, buildings, and
facilities
• Documented design and construction deficiencies
• Analyzed the Architect’s drawings, designs, and agreements
• Development of remediation recommendations
Sunview Motel
Tannersville, New Jersey
61. Client: Hotel
Location: Myrtle Beach, South Carolina
Project:
•Ten story, 61-unit structural concrete building
• Exterior wall construction consists of metal framing, gypsum
sheathing for the front and back elevations
• Concrete block walls for the left and right elevations.
• Different construction at fire-rated fire walls, shafts and varied
occupancies
Services:
• Review of the building’s exterior and structure
• Analyzed project documents and site investigations
• Researched of building codes and fire stopping requirements
• Performed subsequent investigations to review fire stopping
issues Information concerning the fire stopping issues
Best Western Ocean Sands
Myrtle Beach, South Carolina
62. Client: Hotel
Location: Houston, Texas
Project:
•Ten story hotel with 384 guest rooms, restaurant, meeting spaces,
and an atrium open to the 10th floor.
• Hotel is V-shaped
• Covered reinforced concrete garage
• Reported water intrusion after a hurricane
Services:
• Performed property damage assessment
• Identified sources of damage
• Analyzed the documents and conditions
• Developed an in-depth report outlining the causation of the
damages and recommendations for remediation
Sheraton Brookhollow Hotel
Houston, Texas
63. Client: Hotel
Location: Myrtle Beach, South Carolina
Project:
•Eight-story center lower area flanked by fourteen-story towers on
each side
• Oceanfront condominium complex with owner and rental units
• Facilities include 264 individual guest units, indoor water park,
outdoor pool, lazy river, restaurant, and commercial laundry
servicing.
Services:
• Analyzed contract documents, construction durations, and existing site
conditions
• Provided construction management services
• Determined project status, estimated time for completion, and diagnosed
existing and future difficulties faced by the developer.
Dunes Village Resort
Myrtle Beach, South Carolina
64. Client: Hotel
Location: Mt. Pleasant, Michigan
Project:
• Seven-story hotel
• Exterior wall claddings of Hardiplank, Hardipanel, and MSV
• Problems and concerns related to exterior cladding system
required evaluations for water intrusion and building deficiencies
Services:
• Observed investigations by others
• Evaluated project records and building code requirements
• Litigation Support
Soaring Eagle Casino & Resort
Mt. Pleasant, Michigan
