Whether you’re a developer seeking to hire a structural design consultant or a consulting firm looking to outsource design or drafting work, our dedication to excellence and precision sets us apart. Based in Ontario, Canada, we serve clients across the United States and Canada. Our company holds a certificate of authorization (CoA), and several team members are licensed engineers (P.E. and P.Eng.) in multiple jurisdictions.
We specialize in structural engineering, geostructural engineering, 3D modeling, and CAD detailing services, supporting a wide range of industries, including:
- High-rise buildings and real estate development
- Roads, bridges, and infrastructure projects
- Energy sector and utilities
With our vast experience and technical expertise, we provide exceptional services to leading design and construction companies worldwide. Our prestigious clients include:
- Flores Lund Consultants (BergerABAM), USA
- Byrne Looby Partners, Ireland
- Bullivant Arabia, Saudi Arabia
- Acres International (Hatch Ltd.), Canada
- Scot Wilson, United Kingdom
- John Seiferts, United Kingdom
- Turner International
- Bauer International
- Alghurair Group, Dubai
Partner with us and experience the difference our expertise can make in your projects.
Providing structural design, geostructural design, CAD drafting and detailing services
Yanbu Export Refinery Redundant Supply Line Shoring Works Package
Micropiles with pre-stressed ground anchors
Services: Geo-Structural Design
Excavation Depth: 56 ft.
Golf Floras II
A development consisting of two high-rise residential towers. An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads is provided. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Piled Raft Foundation was adopted.
Services: Structural Design
Stories: 3B + G + 29
Height: 350 ft.
Built-up Area: 1,100,000 sft.
Tricon Corporate Centre
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof in order to reduce storey drift in earthquake.
Services: Structural Design
Stories: 5B + G + 20
Height: 250 ft.
Built-up Area: 500,000 sft.
AJ Corporate Avenue
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 4B + G +16
Built-up Area: 500,000 sft.
G11 Hotel
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 2B + LG + G + 10
Built-up Area: 338,500 sft.
Benevolent Fund Tower
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
Services: Structural Design Vetting
Stories: 6B + G + 26
Height: 320 ft.
Built-up Area: 500,000 sft.
Hilton Hotel
A commercial and hotel high-rise development. Designed as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Piled Raft Foundation was adopted.
Services: Structural Design
Stories: 3B + G + 25
Height: 390 ft.
Built-up Area: 600,000 sft.
Downtown Mall Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Services: Geo-Structural Design
Excavation Depth: 47 ft.
Site Perimeter: 560 ft.
Novacare Hospital
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 2B + LG + UG+ 9
Built-up Area: 630,000 sft.
The Skyscraper (United Tower) Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ comprising of 24” dia. soldier piles supported laterally by steel struts of varying dia. and thickness at capping beam level
Services: Geo-Structural Design
Shoring Design: Soldier Piles with multi-level Steel Struts
Excavation Depth: 35 ft.
Site Perimeter: 560 ft.
Serene Tower
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 2B + G + 26
Built-up Area: 1,360,000 sft.
Courtyard by Marriot
A hotel building designed as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Services: Structural Design
Stories: 3B + G + 10
Height: 150 ft.
Built-up Area: 380,000 sft.
Golf View Rumanza Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level and two levels of pre-stressed ground anchors
Services: Geo-Structural Design
Excavation Depth: 40 ft.
Site Perimeter: 410 ft.
Benevolent Fund Tower Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ secant piles with one (1) row of pre-stresses ground anchors and two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Services: Geo-Structural Design
Excavation Depth: 80 ft.
Site Perimeter: 790 ft.
Ufone Tower
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
Stories: 5B + G + 27
Height: 330 ft.
Built-up Area: 600,000 sft.
Pace Tower (T27)
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 5B + G + 23
Height: 280 ft.
Built-up Area: 500,000 sft.
The Springs
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 3B + G + 11
Built-up Area: 167,000 sft.
Sky Park One
This is a commercial and residential building design as an essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Services: Structural Design
Stories: 3B + G + 11
Height: 160 ft.
Built-up Area: 450,000 sft.
The Centaurus, Tower D
A mixed-used high-rise designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 5th Floor and 24th floor to control lateral drift in seismic and wind conditions. The outriggers also serve as transfer structures for modified framing in upper floors. A Piled Raft foundation system is adopted.
Services: Structural Design
Stories: 5B + G + 30
Height: 500 ft.
Built-up Area: 1,500,000 sft.
Imarat Residence I
Three high-rise residential towers consisting of RCC Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. RCC Outriggers were employed at 18th, 20th and 22nd Floors. A Piled Raft foundation system is adopted.
Services: Structural Design
Stories: 2B + G + 29
Height: 400 ft.
Built-up Area: 1,000,000 sft.
AJ Towers
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. Two mixed-use towers connected with a 100 ft. long steel truss bridge. A Raft Foundation was adopted.
Services: Structural Design
Stories: 3B + G + 16
Height: 220 ft.
Built-up Area: 560,000 sft.
Gold Crest, Block 25
A residential high-rise structure designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 13th Floor and 30th floor to control lateral drift in seismic and wind conditions. A Piled Raft foundation system is adopted.
Services: Structural Design
Stories: 6B + G + 39
Height: 450 ft.
Built-up Area: 600,000 sft.
MS Tower
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Services: Structural Design
Stories: 2B + G + 9
Height: 120 ft.
Built-up Area: 70,000 sft.
Riyadh Metro, Line 4, Elevated Station 4B1
Geo-Structural Design for shoring and excavation system
Services: Geo-Structural Design
Shoring Works for Extension of Amiri Dewan, Doha, Qatar
Third-party Design Vetting of Shoring System
Services: Geo-Structural Design
Downtown Mall
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted.
Services: Structural Design
Stories: 4B + G + 16
Height: 200 ft.
Built-up Area: 200,000 sft.
MS Tower Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ comprising of 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
Services: Geo-Structural Design
Shoring Design: 390
Excavation Depth: 25 ft.
King Faisal Hospital Service Tunnel Shoring System
Soil nail wall and ground anchors
Services: Geo Technical Design
Excavation Depth: 56 ft.
National College of Arts, Graduate Block, Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Services: Geo-Structural Design
Excavation Depth: 35 ft.
Site Perimeter: 638 ft.
Centaurus Mall Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24″ dia soldier piles and three (3) rows of pre-stressed ground anchors
Services: Geo-Structural Design
Excavation Depth: 56 ft.
Site Perimeter: 1,635 ft.
PEC Regional Office Building Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Services: Geo-Structural Design
Excavation Depth: 40 ft.
Site Perimeter: 560 ft.
Business Hub
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Services: Structural Design
Stories: 2B + G + 7
Height: 115 ft.
Built-up Area: 670,000 sft.
The Grid
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted for this multi-story commercial and residential building.
Services: Structural Design
Stories: 4B + G + 17
Height: 270 ft.
Built-up Area: 500,000 sft.
Mall of Arabia
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted for this multi-story commercial and office building.
Services: Structural Design
Stories: 4B + G + 15
Height: 275 ft.
Built-up Area: 790,000 sft.
Mint Properties Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
Services: Geo-Structural Design
Excavation Depth: 25 ft.
Site Perimeter: 560 ft.
Islamabad Stock Exchange
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
Services: Structural Design Vetting
Stories: 4B + G + 20
Height: 250 ft.
Built-up Area: 400,000 sft.
Life style Residency
Independent third-party verification of design drawings and ETABS model for structural integrity in accordance with applicable building codes and standards.
Services: Structural Design Vetting
Stories: 3B + G + 19
Height: 250 ft.
Built-up Area: 6,300,000 sft.
Ali Tower Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Services: Geo-Structural Design
Excavation Depth: 35 ft.
Site Perimeter: 390 ft.
Mabarak Center Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24″ dia soldier piles and three (3) rows of pre-stressed ground anchors
Services: Geo-Structural Design
Excavation Depth: 60 ft.
Site Perimeter: 2,716 ft.
Gulberg Hotel Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by steel struts of varying dia and thickness at capping beam level
Services: Geo-Structural Design
Excavation Depth: 35 ft.
Site Perimeter: 390 ft.
DIGI Campus
A technology park consisting of 05 blocks was designed as an RCC frame RCC Columns, flat slabs with drop panels) which provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Services: Structural Design
Stories: 1B + G + 8
Height: 120 ft.
Built-up Area: 750,000 sft.
160P Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Services: Geo-Structural Design
Excavation Depth: 35 ft.
Site Perimeter: 390 ft.
Gulmohar Manzil Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia. and thickness
Services: Geo-Structural Design
Excavation Depth: 37 ft.
Site Perimeter: 560 ft.
Double Tree by Hilton
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 2B + LG + UG + 11
Built-up Area: 500,000 sft.
Spring Apartments
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 2B + G + 11
Built-up Area: 216,000 sft.
Ali Tower
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted.
Services: Structural Design
Stories: 5B + G + 15
Height: 180 ft.
Built-up Area: 240,000 sft.
Pace Circle Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24″ dia. soldier piles and three (3) rows of pre-stressed ground anchors
Services: Geo-Structural Design
Excavation Depth: 52 ft.
Site Perimeter: 1,750 ft.
Pace Tower Shoring Works Package
Earth retention (shoring) system comprising of bored cast in situ 24″ dia. soldier piles and three (3) rows of pre-stressed ground anchors
Services: Geo-Structural Design
Excavation Depth: 60 ft.
Site Perimeter: 770 ft.
Ali Trade Centre
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted.
Services: Structural Design
Stories: 5B + G + 24
Height: 300 ft.
Built-up Area: 400,000 sft.
Doha Live, Shoring Works, Qatar
Third-party Design Vetting of Shoring System and Value Engineered alternative Design using Nailed Wall System
Services: Geo-Structural Design
Excavation Depth: 40 ft.
One Destination
An essentially complete RCC frame (RCC Columns, flat slabs with drop panels) provides support for gravity loads. Resistance to lateral loads provided by Reinforced Concrete Columns (IMRF) and Shear walls. A Raft Foundation was adopted.
Services: Structural Design
Stories: G + 5
Height: 85 ft.
Built-up Area: 230,000 sft.
Bavylon
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 4B + G + 27
Height: 400 ft.
Built-up Area: 1,000,000 sft.
Park Lane Tower
A mixed-used high-rise designed as an RCC Frame with Dual System consisting of Special Structural Walls and Special Moment Resisting Frame capable of resisting at least 25% of the lateral load. Resistance to gravity loads provided by RCC columns with drop panels. RCC Outriggers were employed at 5th Floor to control lateral drift in seismic and wind conditions. The outriggers also serve as transfer structures for modified framing in upper floors. A Piled Raft foundation system is adopted.
Services: Structural Design
Stories: 4B + G + 29
Height: 430 ft.
Built-up Area: 925,000 sft.
METRO Cash and Carry
RCC Frame structure (RCC Columns, flat slabs with drop panels) provides support for gravity and lateral loads. Housing a state-of-the-art cash and carry store, a Pre-Engineered Building structure was also designed. The building rested on spread foundations.
Services: Structural Design
Stories: 1B + G + 3
Height: 40 ft.
Built-up Area: 350,000 sft.
Ali Trade Center Shoring Works Package
Earth retention (Earth retention (shoring) system comprising of bored cast in situ 24″ dia soldier piles and three (3) rows of pre-stressed ground anchors) system comprising of bored cast in situ 24” dia soldier piles supported laterally by two levels of steel struts of varying dia and thickness at capping beam and waler beam levels
Services: Geo-Structural Design
Excavation Depth: 59 ft.
Site Perimeter: 655 ft.
Spring Atrium
RCC Framing (RCC Columns, flat slabs with drop panels) support the gravity loads while Shear Walls resist Lateral Loads. A Raft Foundation was adopted. RCC Outriggers were employed at 4th Floor and Roof.
Services: Structural Design
Stories: 2B + G + 11
Built-up Area: 176,000 sft.
Pacific Beacon
The building is situated in Seismic Zone 4 area in San Diego, California. RCC Framing (RCC Columns, flat Plate slabs) support the gravity loads while Special Shear Walls resist Lateral Loads. A Pile Cap Foundation was adopted.
Services: Structural Design
Stories: Two (2) x G + 17
Height: 200 ft.
Built-up Area: 1,200,000 sft.
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Effective Date: July 1, 2020
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