the grove at grand bay - post-tensioning institute · the grove at grand bay project challenges:...
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![Page 1: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/1.jpg)
A Structural Group Company
The Grove at Grand Bay
LOCATION:
Coconut Grove, FL
ARCHITECTS:
Bjarke Ingles Group (BIG)
Nichols Brosch Wurst Wolfe Associates
STRUCTURAL ENGINEER:
DeSimone Consulting Engineers
GENERAL CONTRACTOR:
Facchina Construction
CONCRETE CONTRACTOR:
CapForm, Inc.
SQUARE FOOTAGE:
North Tower Roof = 11,246 sf
South Tower Roof =10,645 sf
![Page 2: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/2.jpg)
A Structural Group Company
The Grove at Grand Bay
PROJECT CHALLENGES:
![Page 3: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/3.jpg)
A Structural Group Company
The Grove at Grand Bay
PROJECT CHALLENGES:
Torsional forces of tower design
(inclined columns)
![Page 4: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/4.jpg)
A Structural Group Company
The Grove at Grand Bay
PROJECT CHALLENGES:
Torsional forces of tower design
(inclined columns)
Specialized roof frame
designed to transfer forces to
steel building core
Initial design using a heavy steel
roof frame elements required
complex lifting plan & equipment
![Page 5: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/5.jpg)
A Structural Group Company
The Grove at Grand Bay
PROJECT CHALLENGES:
Torsional forces of tower design
(inclined columns)
Specialized roof frame
designed to transfer forces to
steel building core
Initial design using a heavy steel
roof frame elements required
complex lifting plan & equipment
PROJECT SOLUTIONS:
![Page 6: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/6.jpg)
A Structural Group Company
The Grove at Grand Bay
PROJECT CHALLENGES:
Torsional forces of tower design
(inclined columns)
Specialized roof frame
designed to transfer forces to
steel building core
Initial design using a heavy steel
roof frame elements required
complex lifting plan & equipment
PROJECT SOLUTIONS:
Cast-in-Place P-T roof frame
design (Bonded Multistrand)
![Page 7: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/7.jpg)
A Structural Group Company
The Grove at Grand Bay
PROJECT CHALLENGES:
Torsional forces of tower design
(inclined columns)
Specialized roof frame
designed to transfer forces to
steel building core
Initial design using a heavy steel
roof frame elements required
complex lifting plan & equipment
PROJECT SOLUTIONS:
Cast-in-Place P-T roof frame
design (Bonded Multistrand)
Unbonded Monostrand slabs
![Page 8: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/8.jpg)
A Structural Group Company
The Grove at Grand Bay
PROJECT CHALLENGES:
Torsional forces of tower design
(inclined columns)
Specialized roof frame
designed to transfer forces to
steel building core
Initial design using a heavy steel
roof frame elements required
complex lifting plan & equipment
PROJECT SOLUTIONS:
Cast-in-Place P-T roof frame
design (Bonded Multistrand)
Unbonded Monostrand slabs
![Page 9: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/9.jpg)
A Structural Group Company
Original Low Roof Framing Plan
![Page 10: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/10.jpg)
A Structural Group Company
Final Roof Design with Post-Tensioning
![Page 11: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/11.jpg)
A Structural Group Company
Final Roof Design with Post-Tensioning
![Page 12: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/12.jpg)
A Structural Group Company
Final Roof Design with Post-Tensioning
![Page 13: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/13.jpg)
A Structural Group Company
Final Roof Design with Post-Tensioning
![Page 14: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/14.jpg)
A Structural Group Company
Hydrostatic Slab
Approximately Area= 80,000 Sqf
![Page 15: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/15.jpg)
A Structural Group Company
Hydrostatic Slab
Approximately Area= 80,000 Sqf
![Page 16: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/16.jpg)
A Structural Group Company
Hydrostatic Slab
Approximately Area= 80,000 Sqf
![Page 17: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/17.jpg)
A Structural Group Company
![Page 18: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/18.jpg)
A Structural Group Company
![Page 19: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/19.jpg)
A Structural Group Company
1000 Museum Park
LOCATION:
Miami, FL
ARCHITECTS:
Zaha Hadid
STRUCTURAL ENGINEER:
DeSimone Consulting Engineers
GENERAL CONTRACTOR:
Plaza Construction
CONCRETE CONTRACTOR:
CapForm, Inc.
SQUARE FOOTAGE:
Tower = 1,140,000 sf
![Page 20: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/20.jpg)
A Structural Group Company
1000 Museum Park
PROJECT CHALLENGES:
- Permanente GFRC forms
will be use to form the
Concrete Exoskeleton
- Pos-tensioning Tendons
cannot be stressed from
the face of the columns
![Page 21: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/21.jpg)
A Structural Group Company
1000 Museum Park
![Page 22: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/22.jpg)
A Structural Group Company
1000 Museum Park
![Page 23: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/23.jpg)
A Structural Group Company
1000 Museum Park
![Page 24: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/24.jpg)
A Structural Group Company
1000 Museum Park
![Page 25: The Grove at Grand Bay - Post-Tensioning Institute · The Grove at Grand Bay PROJECT CHALLENGES: Torsional forces of tower design (inclined columns) Specialized roof frame designed](https://reader030.vdocument.in/reader030/viewer/2022040607/5eba91c6a4749925a2389e05/html5/thumbnails/25.jpg)
A Structural Group Company
1000 Museum Park
The Grove at Grand Bay