Stadium (Confidential)
13500 tons, 2018
The Salt Lake Bees is a modern baseball stadium with a capacity of 6500 seats and stunning views of the Wasatch. This stadium consists of Roof structures with concession areas.
The 973.5 ft. long, $28.7 million “41st Street Bridge” received the AISC award for the best bridge under the Special Purpose Bridges category for 2020.
It features double-curved arch mono trusses to form large, graceful S-curves. The bridge contains three segments in its total span. The segments are called East & West Approaches at the ends and the Main span in the middle.
The main span has two spans with a length of 239 ft 5 inches and is supported at both ends & middle. It is suspended on both sides of the middle support by using the Arches and suspended Hangers.
The Arch is fabricated from a 48-inch diameter steel pipe with 1 inch thick and mounted over the Thrust block. The Main Rib 48 inches & Arch location are changed to follow the S-curve. The suspended hangers are connected from the Arch to the Main span Ribs.
The bridge’s central Rib is fabricated from a 30-inch diameter steel pipe, either 1 ¼ inch or 1 ¾ inch thick depending upon span and strength requirements. At the top of the pipe, shear studs are added, which enable composite action between the steel and the path’s 8-inch thick, 17 ft wide concrete deck.
The pedestrian bridge provides a safe and modern crossing between the east and west sides of the Arkansas River. It is located 45 ft (13.7 m) above the Arkansas River.
This bridge is 1,440 ft long and is supported by eleven 120 ft-long arch spans and an approach span. The semi-integral bridge was designed with extremely slender deck-stiffened arches built from a 3-1/4″ plate of weathering steel and is curved in plan.
It is the longest arch-type pedestrian bridge in the United States and the first multi-span, plate arch bridge built in the US.
With many site constraints and limited clearances, a meander (bend or curve or spine rib or roller coaster) form was essentially the only option for the grade-separated pathway. A dramatic steel spine-rib superstructure support achieved the objectives of both form and function. The longitudinal spine-rib support system accommodates the complex bridge’s need to curve both horizontally and vertically and provides the desired aesthetics.
The bridge’s central spine is fabricated from 30 inch diameter steel pipe, either 1 ¼ inch or 1 ¾ inch thick depending upon span and strength requirements. A T-shaped web and flange are welded on top of the pipe to provide added strength and a surface for shear studs, which enable composite action between the steel and the path’s 6 inch thick, 17 ft. 10 inch wide concrete deck. Rib elements, fabricated from steel plates, are connected to each side of the steel spine on 8 ft. centres, tapering in depth from approximately 2 ft. 2 inch at the central spine to less than 5 inch at the outer deck edge to create a sleek, graceful appearance. A longitudinal steel channel, running parallel to the steel pipe spine, is supported by steel columns created from 1 ¼ inch steel plate bent into a 30 inch by 22inch elliptical shape. The elliptical column extends 2 ft. below the bottom of the spine before separating into two half-elliptical column legs that splay apart to create a wider base for additional stability.
The Chicago Transit Authority (CTA) completely rebuilt the northern portion of the Red Line from Belmont station to Howard station and the Purple Line from Belmont station to Linden station. The Red and Purple Modernization (RPM) Program replaces the old, deteriorating infrastructure and stations along Chicago’s busiest rail line, paving the way for CTA to significantly increase train capacity and improve service for generations to come. Esskay executed the detailing of this prestigious project and delivered it ahead of schedule.
This will add approximately 150,000 square feet and eight gates for narrow-body aircraft. Used a first-of-its-kind construction technique called Offsite Construction and Relocation (OCR). This OCR technique is both innovative and adaptive. Our detailing team supported the project and completed it in record time.
This project entails the Extension of Terminal 3 in Arrival, Departure, Mezzanine and Roof Levels for the East and West Addition. In this project new steel structures, retrofitting the existing structures, the Superhighway, skylight and penthouse structures were in our scope.
The project included partial demolition and renovation of the T4 Concourse, renovation of the interiors of the West Ticketing Building, re-alignment of Taxilane C9, and providing seismic resiliency and structural safety. The entire work was done in accordance with the California Building Standards Code and American Society of Civil Engineers (ASCE) standards.
The expansion, Phase 4 of the new SLC Airport Redevelopment Program, will feature new gates, flexibly designed to accommodate both narrow and wide-body aircraft. The Concourse B-east addition will add 317,000 square feet on three levels and bring the total number of SLC gates to 94. The Steel structure of this project weighs over 3,800 tons. The planned public spaces include passenger amenities, airline gates and hold rooms, public restrooms, and a variety of lease space totaling 39,500 square feet of new concessions space.
This project is a Seismic structure with complicated SLRS connections, BRB braces, and heavy beams and columns. All the mechanical structures are situated on the roof of the building, so the joist is avoided.
This is a unique, state-of-the-art data center. The steel structure weighs over 8750 tons. The building is covered with IMP panels supported by girt structures running around the perimeter.
This six-sector data center building features a steel structure weighing over 2,200 tons. It is covered with panels, supported by embeds, with beams running around the perimeter. The building is separated by expansion joints. The exterior includes a substantial amount of galvanized steel to support the generator, which is enclosed by a screen wall with posts and beams.
This is a Stellantis group’s Battery Plant. There are Channel girts all around the building. Trestle arrangement is a unique requirement in this project.
This is a large Battery plant. It is the first large-scale, domestic electric vehicle battery manufacturing facility on a 70-acre property. The steel structure weighs over 20,000 tons. The building is covered with IMP panels supported by girt structures running around the perimeters. It’s a complex job with heavy structural braces and parapet support steels, with a bridge connecting the intermediate buildings. It is a state-of-the-art plant and a challenging project.
Ford TEVC paint shop is situated in Stanton, Tennessee. This project weighs over 7,500 tons and this new building was constructed for the painting of automobile components.
This is an assembly shop for an auto major in Georgia, on a floor area of about 1.2 million Sq.ft. The workshop comprises various types of structural roof trusses, supporting columns, and miscellaneous steel. The total steel is around 8,000 tons.
This is a $15 billion project to expand its fabrication plant and increase research and development space. It will combine 8,000 tons of steel to build 15 new buildings. The new plant would have one of the state’s largest-ever office buildings, a 2,800-space parking garage, a water treatment plant, and more.
The project will combine 5,000 tons of steel to build a portion of the 15 new buildings. This consists of office buildings, a parking garage, and a water treatment plant.
TI is a new 300-millimeter semiconductor wafer fabrication plant in Lehi, Utah. The new fab (LFAB2), currently under construction, will connect to the existing fab (LFAB1) in the heart of the Silicon Slopes. The 2 plants will manufacture tens of millions of analog and embedded processing chips every day that will go into electronics everywhere.
This fast-track project was issued for approval within a period of two months. Despite many amendments, the project was delivered on time with quality drawings. Fieldwork drawings (due to continuous revision of contract drawings after approval) were well coordinated and delivered successfully.
This $4.1 billion Legacy green field mega-project is the first new potash mine in Saskatchewan in over 40 years. The project was commissioned in 2016. The scope of this project included the main process buildings, which comprise nine major industrial structures. In addition to the steel structure, the project included rough-setting approximately 515 pieces of equipment and ninety large pipe/electrical modules.
Our scope consisting of four buildings weighing 8000 tons, was received in July 2014 and completed in 6 months, including 15% change orders. These equipment support structures typically included main steel, complex miscellaneous steel, Handrails, Stairs, Cage ladders, Safety gates, Removable gates, Checker plates, etc. All connections were fatigue-critical connections and therefore exceptional care had to be taken to meet this requirement.
Odin Norse Manufacturing facility building is a warehouse structure with 11 buildings inside the main structure. The structure predominantly consists of HSS Beams, Columns, and Braces.
It included seismic BRB bracings. complicated tilt-up wall panels, hung panels, and expansion joint coordination. It also involved various mechanical equipment, and a chiller plant above the Roof structure. This project was completed before schedule with high-quality drawings.
MOBOT is the oldest Botanical Garden in St. Louis, USA. It has a long history in Plant Science Research. In 2020, Esskay was entrusted with the complete Detailing of the New Visitor Center, the gateway for more than one million visitors annually. The design reflects the bold, transformative vision of MOBOT. The project had a lot of challenging architectural designs and has won many awards. Esskay is proud to be associated with this Iconic Project.
Colburn School campus expansion is a new 100,000-square-foot addition to Colburn’s existing campus in downtown Los Angeles. The building includes built-up box columns, box beams, brace frames, and moment frames. The building features a series of four radial frames with raker beams, enabling gallery seating arrangements. Built-up balconies and cloud-hanger coordination are examples of architecture. Aside from that, the building consists of the following coordination: safety anchor, curtain walls, elevators, and staircase.
Detailing for this project was awarded in 2020. It comprised of the renovation of an existing Theater and a new Music Building, in Virginia. The existing theatre was converted from a 750-seat capacity to a 500-seat capacity. The new music building is a 450-seat Concert Hall and a 125-seat Recital Hall. It was a challenging project with a lot of site coordination and architectural and miscellaneous detailing.
The iconic Mirage Hotel & Casino is rebranded and renovated into the new Hard Rock Hotel & Casino. This new venue will offer luxury accommodations, gaming, dining, and entertainment.
Peninsula Innovation Point is a new eight-storey, high-rise, steel-framed commercial building. The building has a rooftop mechanical penthouse, roof screen, loading dock, and terraces at multiple levels. The parking structure has a partial exterior cladding that complementing the office building.
The project comprised of demolition of an existing two-storey building annexed to a historic single-storey masonry building. In addition, a new four-storey steel-framed office and classroom building was constructed adjacent to the same site. The new buildings were seismically separated from existing ones, but connected by an enclosed pedestrian walk. The project has been completed under the codes, ordinances, and amendments in effect in the project location.
PROJECT DIAMOND (SEISMIC)
PROJECT DIANA
PROJECT BIG BIRD (SEISMIC)
PROJECT BOLTS
PROJECT BAICY (SEISMIC)
PROJECT SUGAR
PROJECT ALICE
This is a Data Center and has 3 buildings named as SVY01D, SVY01C, and SVY01F. The buildings SVY01D and 01C has a 4-storey structure with SLRS members, BRB framings, and an equipment platform at the roof and are surrounded by Screen wall frames. The exterior of the building is covered with EIFS/Metal panels and Glazing walls. Also, these are structures with SLRS members with BRB connections and have a loading dock and Generator yard, supported by steel framings.
This is a Warehouse project. It comprised a little over 600 tons of Steel. Esskay did the Structural & Miscellaneous steel. Yet another project was completed on time.
All moment connections were SidePlate connections type.
The 3-storey building had over 2000+ drawings. This project involved lots of coordination work with the back-feed area steel and with an adjacent existing building.
The new Cedars-Sinai Marina building will replace the existing two-story hospital that has served the community for over 50 years, with a modern eight-story tower rising prominently above the street.
SSM Health Saint Louis University Hospital, is a $550 million academic medical centre in the City of St. Louis. It is a 316-bed, 802,000-square-foot replacement hospital and an outpatient care centre.
The total tonnage of the steel structure is 4,700 tons. The columns & beam in the tower buildings are defined as heavy sections with CVN requirement. Some of the base plates are 4” to 6”thick.
The complexity of the job lies in the wall systems with bump out slabs. The walls are different type with glass mullions, terracotta walls & stone walls around the podium level with steel hanging supports.
This design and build project consist of three separate buildings:
Patient tower building (Total nine floors with roof, penthouse & penthouse Roof.)
Commons Building (Two floors with Roof & a monumental stair)
Addition Clinical Care building (Three floors & a roof)
Mercy Hospital is one of the largest groups of multi-speciality hospitals serving low-income groups across 4 States in the US. Esskay took up the detailing of the complete project expansion at the St. Louis facility in the year 2021. This included about 1700 tons of Structural and Miscellaneous Steel. This included some challenging miscellaneous work with a long-span camber truss. The Project was completed on schedule, despite a lot of challenges.
