Sterling Falls Wedding Venue — Chapel and Main Building Structural Engineering in Friendswood, TX
Friendswood · Galveston County · Texas
Structural Engineering
Project overview
JRH Engineering provided structural engineering design for the Chapel and Main Building at Sterling Falls Wedding Venue, located at 2600 S. Friendswood Dr. in Friendswood, Texas. JRH's scope included a complete structural plan set prepared for permit and construction, along with windstorm inspection services for the venue.
AT A GLANCE
Project facts
Project Type: Wedding Venue — Structural Engineering
Location: Friendswood, Galveston County, TX
Services: Structural Engineering, Windstorm Inspections
Client: Confidential — Private Owner
Permitting Agency: City of Friendswood
Structural Engineering
Structural design provided for both the Chapel and the Main Building on the venue site
Roof structure designed using trusses in place of conventional ceiling joists, reducing horizontal load transferred to the walls and preserving the large open interior the client wanted
Structural steel columns installed within the walls to help support the structure at the building ends
Structural steel added at the ends of the buildings to carry shear wall loads that wood framing alone could not resist, given the large window openings at those locations
Windstorm inspection services provided for the venue, supporting Texas Windstorm Insurance Association certification requirements
Structural plans prepared for permit-only use, based on current design regulations in effect at the time of proposal
Permitting & Agency Coordination
Structural plans prepared to support the City of Friendswood building permit process
The Challenge
Large windows at the ends of both buildings meant there wasn't enough continuous wood wall to build code-compliant shear walls using wood framing alone. At the same time, the client wanted large open interior spaces throughout the venue, which meant conventional ceiling joists — normally used to resist outward roof thrust — weren't an option.
JRH’s Approach
JRH designed the roof structure using trusses instead of ceiling joists, reducing the horizontal load the roof transferred into the walls and preserving the open ceiling the client wanted. To resolve the shear wall problem at the window-heavy building ends, JRH added structural steel columns within the walls and structural steel at the ends of the buildings, giving the structure the lateral support that wood framing alone couldn't provide at those locations.
The Results
01
Large open-ceiling interiors delivered without conventional ceiling joists, using a truss roof system to manage horizontal loads
02
Structural steel columns and end-wall steel framing resolved shear wall capacity at large window openings that wood alone couldn't support
03
Windstorm inspection services provided in support of Texas Windstorm Insurance Association certification
04
Frequently Asked Questions
What was the main engineering challenge on the Sterling Falls Wedding Venue structural design?
Large windows at the ends of both buildings meant there wasn't enough continuous wood wall to build code-compliant shear walls using wood framing alone, and the client wanted large open interior spaces with no conventional ceiling joists.
How did JRH Engineering solve the shear wall and open-ceiling requirements at Sterling Falls?
JRH designed the roof structure using trusses instead of ceiling joists to reduce horizontal load on the walls, and added structural steel columns and steel framing at the building ends to provide the lateral support wood framing alone could not achieve at the large window openings.
What were the results of the Sterling Falls Wedding Venue project?
JRH delivered large open-ceiling interiors without conventional ceiling joists using a truss roof system, resolved shear wall capacity at large window openings with structural steel reinforcement, and provided windstorm inspection services supporting Texas Windstorm Insurance Association certification.