Projects That Prove Our Expertise
From Design Challenges to Proven Results
Discover how Max Span’s Voided Slab Systems have enhanced project efficiency — by reducing weight and material consumption, enabling longer spans, and accelerating construction.These projects reflect real, measurable results — backed by engineering expertise and integrated support, ensuring quality execution and optimal structural performance
Projects Overview
Explore how Max Span’s Voided Slab Systems solve structural challenges through efficient design, optimized material use, and reliable execution.
Sky Project - Ramallah
A mixed-use development requiring large spans and high structural performance, executed using the Foermli System to achieve design flexibility and advanced structural efficiency.
Area
11,000 m²
Maximum Span
13 m
Slab thickness
35 cm
Total loads
LL=2.5 KN/M2
SDL=4.5 KN/M2
KEY ACHIEVEMENT
Achieving wide spans with reduced loads and improved slab efficiency, while maintaining optimized thickness and stable structural performance.
Maria Tower – Adel Al-Masri Group
A residential tower executed using the D-MAX System to achieve balanced structural efficiency with faster execution and improved site organization.
Area
10,000 m²
Maximum Span
8 m
Slab thickness
28 cm
Total loads
LL=2.5 KN/M2
SDL=4.5 KN/M2
KEY ACHIEVEMENT
Balancing execution speed and structural performance, with reduced slab weight and improved workflow on site.
Falaneh 3 – Ramallah
A residential project executed using the D-MAX System to enhance efficiency while improving construction speed and reducing structural loads.
Area
4,500 m²
Maximum Span
8 m
Slab thickness
28 cm
Total loads
LL=2.5 KN/M2
SDL=4.5 KN/M2
KEY ACHIEVEMENT
Stable structural performance with reduced slab weight and faster on-site execution.
Misk Complex – Nablus
A mixed-use commercial and residential project executed using the D-MAX System to achieve higher efficiency, faster execution, and reduced material consumption.
Area
10,000 m²
Maximum Span
9 m
Slab thickness
29 cm
Total loads
LL=5 KN/M2
SDL=4 KN/M2
KEY ACHIEVEMENT
Balanced structural efficiency and execution speed, with reduced loads and improved overall project performance.
Ghassan Abdel Haq & Partners Building – Nablus
A commercial project executed using the D-MAX System to achieve high structural efficiency and enable wider spans with improved slab performance.
Area
8,000 m²
Maximum Span
10 m
Slab thickness
30 cm
Total loads
LL=5 KN/M2
SDL=4 KN/M2
KEY ACHIEVEMENT
Wider spans with reduced loads and enhanced structural efficiency, while maintaining execution quality and speed.
Birzeit University
An educational project requiring large spans and high structural performance.
Executed using the Foermli System to achieve efficiency and long-Span capability.
Area
3,000 m²
Maximum Span
20 m
Slab thickness
48 cm
Total loads
LL=5 KN/M2
SDL=5 KN/M2
KEY ACHIEVEMENT
Achieving long spans with optimized slab thickness and stable structural performance.
American University
A large-scale educational development executed using the Foermli System to balance structural efficiency with reduced slab thickness.
Area
9,000 m²
Maximum Span
15 m
Slab thickness
35 cm
Total loads
LL=5 KN/M2
SDL=5 KN/M2
KEY ACHIEVEMENT
Efficient structural design with reduced thickness while maintaining performance.
St. Helen Hotel
A hospitality project executed using the Foermli System to ensure structural efficiency and optimized spans.
Area
16,000 m²
Maximum Span
9 m
Slab thickness
30 cm
Total loads
LL=4 KN/M2
SDL=4.5 KN/M2
KEY ACHIEVEMENT
Balanced structural performance with optimized material usage.
Hayat Mall – Hebron
A large commercial project executed using the D-MAX System to enhance efficiency and support varying spans.
Area
75,000 m²
Maximum Span
11 m
Slab thickness
36 cm
Total loads
LL=5 KN/M2
SDL=4.5 KN/M2
KEY ACHIEVEMENT
Efficient execution across large areas with optimized spans and material usage.
Rafidia Commercial Center
A commercial development executed using the D-MAX System to achieve consistent performance and optimized spans.
Area
13,000 m²
Maximum Span
10 m
Slab thickness
32 cm
Total loads
LL=5 KN/M2
SDL=4.5 KN/M2
KEY ACHIEVEMENT
Reliable structural performance with balanced efficiency and execution speed.
Ein Karem Hospital – Hebron
A hospital project requiring high structural efficiency to achieve wide spans while maintaining stability and performance.
The Foermli System was utilized to reduce weight and enhance slab efficiency.
Area
6,000 m²
Maximum Span
10 m
Slab thickness
32 cm
Total loads
LL=5 KN/M2
SDL=4 KN/M2
Al Liwan Project – Ramallah
A mixed-use residential and commercial project with large open spaces, executed using the Foermli System to achieve longer spans and higher structural efficiency while reducing loads.
Area
17,000 m²
Maximum Span
11 m
Slab thickness
32 cm
Total loads
LL=5 KN/M2
SDL=4 KN/M2
Al-Bireh Sons Association Building – Ramallah
A 5,000 m² community building executed with the Foermli System, using 46 cm slabs to achieve exceptional 20 m spans with high structural efficiency.
Area
5,000 m²
Maximum Span
20 m
Slab thickness
46 cm
Total loads
LL=5 KN/M2
SDL=4.5 KN/M2
Manasrah Commercial Complex – Jenin
A commercial complex in Jenin designed to provide flexible retail and service spaces, with an efficient voided-slab solution supporting open layouts and adaptable use.
Area
12,000 m²
Maximum Span
9 m
Slab thickness
29 cm
Total loads
LL=5 KN/M2
SDL=4 KN/M2
Shepherds’ Field Churches Project – Bethlehem
A 2,500 m² religious complex executed with the Foermli System, using 60 cm slabs to achieve 20 m spans while accommodating exceptionally high superimposed loads.
Area
2,500 m²
Maximum Span
20 m
Slab thickness
60 cm
Total loads
LL=5 KN/M2
SDL=18 KN/M2
Orient Company Factory – Bethlehem
A 6,000 m² industrial facility executed with the D-MAX System, using 38 cm slabs to achieve 14 m spans and support demanding industrial live loads.
Area
6,000 m²
Maximum Span
14 m
Slab thickness
38 cm
Total loads
LL=12 KN/M2
SDL=3.0 KN/M2
Al-Omari Real Estate Complex – Jenin
An 11,000 m² real-estate complex executed with the D-MAX System, using 31 cm slabs to achieve 10 m spans with efficient load distribution.
Area
11,000 m²
Maximum Span
10 m
Slab thickness
31 cm
Total loads
LL=5 KN/M2
SDL=4 KN/M2
CASE STUDIES / ENGINEERING IN PRACTICE
Real projects.
Measurable impact.
Explore how Foermli influences material efficiency and structural performance. Read the complete design comparison and results for each project.
FOERMLI SYSTEMShawqi Shaheen Building – Birzeit University
Structural Efficiency Through Foermli Voided Slab Technology
FOERMLI SYSTEMLiwan Commercial Project
Improving Structural Performance and Architectural Flexibility
– Client Success –
Trusted by Industry Leaders
We don’t just supply Systems — we build long-term engineering partnerships through proven performance, technical support, and reliable execution.
“Max Span played a key role in improving our project timeline, with outstanding technical support throughout all phases of execution. They were not just a supplier, but a true engineering partner.”
Project Impact
Real Estate Developer
“The System gave us greater architectural flexibility, helped reduce the number of columns significantly, and improved the overall economic feasibility of the project.”
Eng. Imad Al-Khatib
Director, Rawasi Real Estate Investment
Contracting Company
“Execution was faster compared to traditional Systems, and the technical support and training helped us maintain high quality on site.”
Eng. Mohammad Raddad
Project Manager, AZ Contracting
Engineering Consultant
“Adopting Max Span’s Voided Slab System enabled us to achieve longer spans with a clear reduction in concrete and steel usage.
Engineering support was present from design through to execution.”
Eng. Fouad Shammasneh
Director, Al Rawda Engineering Consultancy
Trusted by leading organizations
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