Design Team Resources

• Girder-Slab Updates (PDFs)
• Architects! Are you looking for structural engineers utilizing Girder-Slab?
• Villanova University Research and Development Executive Summary
• Girder-Slab Structural System Selector Guide
• The Girder-Slab License Fee
• Download a Partial List of Completed Girder-Slab Student Housing
• D-Beam Cutting Patterns
• Download a Partial List of Completed Girder-Slab Hotels
• Hollowcore 101 - Finished Floors
• Example Interior Section
• Girder-Slab System Sample Layout Drawings (PDFs)
• Hampton Inn Hotel - Solution Option #1
• Hampton Inn Hotel - Solution Option #2
• Hampton Inn Hotel - Solution Option #3
• Prototype Hotel with Transfer Floor
• Prototype Hotel without Perimeter Spandrel Beams
• Retirement Community (No Spandrel, with Bracing Elevation)
• Mid-Rise Condominium (With Parking)
• 28 Story High Rise (With Balconies, Cross Bracing Elevations)
• 27 Story High Rise (With Parking)
• 25 Story Homewood Suites
• 5 Story Hilton Garden Inn
• 5 Story Aloft Hotel
• 4 Story Fairfield Inn
• 4 Story Springhill Suites
• 8 Story Iowa Hotel
• 10 Story Mixed Use Condo
• Student Housing New York Solution
• 3-D View Princeton University Student Housing
• GN1 - Girder-Slab System General Notes
• Engineers please include these notes with your constructing documents
• Girder-Slab System Typical Sections (PDFs)
• S1 - Typical Girder-Slab System^® Framing Plan
• S2 - Typical Section: 8" Girder-Slab System^®
• S3 - Typical Section: 8" Girder-Slab System^® with 2" Concrete Topping
• S4 - Typical Section: 8" Girder-Slab System^® Alternate Slab Bearing
• S5 - Typical Section: 8" Girder-Slab System^® Bearing on WF Beam
• S6 - Typical Section: 8" Girder-Slab System^® without WF Spandrel Beam
• S7 - Typical Section: 8" Precast Slab End Bearing on WF Spandrel Beam
• S8 - Typical Section: 8" Precast Slab Longitudinal Bearing on WF Spandrel Beam
• S9 - Typical Section: 8" Precast Slab End Bearing on WF Interior Girder
• S10 - Typical Section: 8" Precast Slab at Elevator Door Sill
• S11 - Typical Section Thru WF Column at Grout Poor Stop
• S12 - Typical Elevation: D-Beam^® Connection to WF Column
• S13 - Typical Elevation: D-Beam^® Connection to WF "Tree" Column
• S14 - Typical Plan/Elevation: 8" D-Beam^® Connection to HSS Column
• A1 - Typical Section: Girder-Slab System^® with Rated Drywall Soffit Enclosure
• A2 - Typical Section: Girder-Slab System^® with Rated Spray Fireproofing
• A3 - Typical Section: Girder-Slab System^® with Drywall Chase Soffit/Partition Enclosure
• A4 - Typical Section: Girder-Slab System^® with Drywall Chase Partition Enclosure

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