atitude - Latitude 30 Engineering

Transcription

atitude - Latitude 30 Engineering
LATITUDE 30
BRIAN R. STODDARD, PE
ENGINEERING
EDUCATION
PRESIDENT
STRUCTURAL ENGINEER
Master of Science in Civil Engineering
Georgia Institute of Technology
Bachelor of Civil Engineering
Georgia Institute of Technology
REGISTRATION
Registered Professional Engineer in Florida
Registered Professional Engineer in Georgia
Licensed Special Inspector in Florida
EMPLOYMENT
EXPERIENCE
Latitude 30 Engineering
Atlantic Engineering Services
2005 –
1998 – 2005
Responsibilities consist of project management, supervision of structural design, and inspection
services for a variety of project types including commercial, educational, governmental, residential
and military facilities. Project experience includes numerous threshold type buildings as well as
hurricane shelters and emergency operation centers. Residential project history consists of multifamily housing and single-family residences located in coastal areas.
PROJECT
EXPERIENCE
COMMERCIAL
America Online Call Center, Jacksonville, Florida – Two-story 130,000 sf building consisting of
concrete tilt-up wall panels, composite steel framing and an elliptical core comprised of bent steel
framing and masonry walls.
Vistakon Phase IV Office Building, Jacksonville, Florida – Two-story office addition to
manufacturing and distribution facility. The structure consists of composite steel framed floor slabs
and concrete site cast spandrel panels. The project includes a two-story cantilevered tilt-up wall
panel and a “skyhook” tube steel hanger that suspends the corner office above the main entrance.
America Online Call Center
Vistakon R&D Chemical Storage, Jacksonville, Florida – 350 sf chemical storage facility adjoining
existing research and development building. The building utilized exterior masonry walls and a
roof structure composed of concrete beams and precast hollow core planks. The structure was
designed to resist blast pressure requirements associated with the storage of the volatile materials.
Hyse Trucking Building, Jacksonville, Florida – 5,300 sf building with load bearing masonry walls
and a steel framed roof system.
United Rentals Branch No. 692, Melbourne, Florida – 1,600 sf addition utilizing load bearing
masonry walls and steel framing.
Woody’s Bar-B-Q, Macclenny, Florida – 4,500 sf restaurant comprised of a pre-engineered metal
building with light gauge stud walls and tower structure.
Dunes Club Villas Beach Grill, Amelia Island, Florida – 1,250 sf building including kitchen and
restroom areas. The project consisted of masonry walls, wood framed walls and pre-engineered
wood trusses designed to support a stone ballast roof.
Vistakon Phase IV
St. Johns Landing Community Recreation Building, Jacksonville, Florida – Two-story 1,200 sf
building with a large covered second floor deck. The building utilized masonry walls and preengineered wood floor and roof trusses.
North Florida Imaging, Jacksonville Beach, Florida - Addition and renovation to existing medical
facility. Project included raised concrete mat foundation to support new MRI equipment.
University MRI Imaging Center, Jacksonville, Florida – Addition and renovation to existing medical
facility. Project included recessed concrete mat foundation to support imaging equipment weighing
in excess of 290,000 lbs.
LATITUDE 30 ENGINEERING
1510 B Second Street, South
Jacksonville Beach, FL 32250
Phone: 904-247-1855
Fax:
904-247-4900
Website: www.lat30eng.com
BRIAN R. STODDARD, PE
PRESIDENT
STRUCTURAL ENGINEER
The Gateway Center Office Building, Neptune Beach, Florida – Three-story 24,000 sf office
building with composite steel floor framing and unique steel braced frames designed to avoid
window and door openings.
Cobalt Moon West Campus, Neptune Beach, Florida – Two-story 5,000 sf retail building with preengineered wood floor and roof trusses supported on exterior masonry walls.
Southeast Toyota Vehicle Processing Facility, Jacksonville, Florida – Ten buildings totaling
320,000 sf with an estimated construction cost of $52 million. Project utilized tilt-up concrete walls
and steel framed floor and roof systems.
The Gateway Center
Salisbury Business Park, Jacksonville, Florida – Two single-story flexible warehouse/office
buildings with loading docks. Buildings are composed of tilt-up concrete wall panels and an openweb steel roof joist system.
Magnolia Plaza, Amelia Island, Florida – 3,200 sf office building with load bearing exterior masonry
walls and open-web steel roof joists.
Touchton Clean Car Wash, Jacksonville, Florida – 5-bay self serve and automatic car wash
comprised of masonry walls and conventional wood framing.
Hudson Retail Building, Macclenny, Florida – 3,000 sf pre-engineered metal building with light
gauge metal stud walls.
Salisbury Business Park
EDUCATIONAL
Florida State University Residence Hall, Tallahassee, Florida – Four five-story dormitories that
utilized concrete two-way flat slabs, brick clad exterior masonry walls and light gauge framed hip
roofs with dormers. The exterior masonry walls function as retaining and basement walls due to
the severe slope of the existing grade.
University of Florida Law School & Legal Information Center, Gainesville, Florida – Three-story
addition and three-story renovation of classrooms and offices. The structure consists of composite
steel framed floor slabs, exterior precast spandrel panels, brick cladding and steel framed flat roof.
The $20 million project presented unique challenges since the addition was connected to two
existing buildings located approximately 100 feet apart and the renovation required selective
demolition of the existing concrete building structures. The new addition was supported on an
auger cast pile foundation system designed to avoid existing underground utilities and foundations.
University of Florida Law School
Yulee High School, Yulee, Florida – Eight buildings totaling 175,000 sf with an estimated
construction cost of $19 million. Project utilized masonry walls, precast hollow core planks for the
mezzanine floor framing and pre-engineered light gauge roof trusses. Designated as a public
shelter for Nassau County, the gymnasium and multi-purpose building were designed to satisfy the
Florida Building Code requirements for an Enhanced Hurricane Protection Area (EHPA).
Holy Family Catholic Church School, Jacksonville, Florida – Gymnasium, two-story classroom
building and multi-purpose building consisting of load bearing masonry walls supporting second
floor precast planks and light gauge metal roof trusses. The gymnasium roof utilized pitched long
span steel trusses and miscellaneous steel framing.
Long Branch Elementary School Additions & Renovations, Jacksonville, Florida – Renovation
project included elevator addition, modified steel framing to support new HVAC system, demolition
of existing curtainwall system and installation of new exterior light gauge metal stud wall framing.
GOVERNMENTAL
South Beach Recreation Center, Jacksonville Beach, Florida – 7,600 sf office and assembly
building for the City of Jacksonville Beach Parks and Recreation Department. The building utilized
exterior masonry walls and pre-engineered light gauge metal roof trusses. The facility was
designed to operate as an Emergency Operation Center following a disaster or severe weather
event. The structural criteria satisfied the Florida Building Code requirements for an Enhanced
Hurricane Protection Area (EHPA).
South Beach Recreation Center
LATITUDE 30 ENGINEERING
1510 B Second Street, South
Jacksonville Beach, FL 32250
Phone: 904-247-1855
Fax:
904-247-4900
Website: www.lat30eng.com
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BRIAN R. STODDARD, PE
PRESIDENT
STRUCTURAL ENGINEER
Jacksonville Children’s Commission, Jacksonville, Florida – Three buildings with approximately
50,000 sf of administrative, auditorium, office and classroom area. The structural system included
load bearing masonry walls, a composite steel framed second floor and a steel framed roof system
utilized to support HVAC equipment.
Jacksonville Children’s Commission
260 Room Bachelors Enlisted Quarters, Naval Station Mayport, Florida – Four-story 100,000 sf
building with mechanical penthouse. The structure consisted of concrete two-way flat slabs,
composite steel framed mechanical penthouse and a steel framed hip roof. The structural system
was designed to satisfy Anti-Terrorism Force Protection (ATFP) requirements and prevent failure
due to progressive collapse.
Maxville Branch Library, Jacksonville, Florida – 8,500 sf facility established as part of the Better
Jacksonville Plan. The project consisted of masonry walls, open-web steel joists and large
cantilevered roof overhangs.
Security Force Facility Addition, Naval Submarine Base Kings Bay, Georgia – 6,200 sf addition
servicing the Marine Corps Security Force Battalion. The cast-in-place concrete design criteria
incorporated the military ballistic protection requirements for a strategic waterfront defense facility.
Building 448 Condition Survey, Naval Station Mayport, Florida – Project included a survey of the
existing structure and repair documents for corroded steel connections and distressed precast
panels.
Jacksonville Children’s Commission
Cecil Field Hangar #67 Renovations, Jacksonville, Florida – Renovation project included condition
survey of aircraft hangar including office and mechanical areas. The condition survey report
indicated areas with deteriorating concrete and steel and provided repair recommendations.
Cecil Field Hangar #815 & #825 Rehabilitation, Jacksonville, Florida – Project consisted of
condition survey of aircraft hangars and repair documents that utilized numerous concrete
rehabilitation techniques. The aircraft hangar roof was supported by exterior cantilevered steel
trusses attached to the concrete building frame. The repair procedures included carbon fiber
reinforcement, pressure-injected epoxy, cathodic protection, engineered concrete repair mortars
and external tension rod reinforcement.
MULTI-FAMILY RESIDENTIAL
Dunes Club Villas, Amelia Island, Florida – Four eight-story condominiums that utilized concrete
two-way flat slabs, exterior non-load bearing masonry walls and mansard wood framed roofs. Due
to the column location restrictions in the first floor parking garage, large concrete transfer girders at
the second floor distributed the column loads to the alternate column grid.
LeMeridien Condominium, Jacksonville Beach, Florida – Ten-story condominium consisting of
post-tensioned concrete slabs, non-load bearing exterior masonry walls and a mansard light gauge
framed roof. The project included large transfer girders at the second floor, 10,000 psi highstrength concrete and Grade 75 high-strength steel reinforcement.
Dunes Club Villas
Ocean 9 Villas, Jacksonville Beach, Florida – Nine-story condominium consisting of posttensioned concrete slabs, non-load bearing masonry walls and a mansard light gauge framed roof.
A long-span post-tensioned roof slab was employed to eliminate select interior columns and create
large open spaces in the penthouse unit.
Tuscany at Marsh Lakes, Nassau County, Florida – Three four-story 49,000 sf condominiums
utilizing concrete two-way flat slabs, exterior non-load bearing masonry walls and mansard wood
framed roof.
Watermark Condominium, Jacksonville Beach, Florida – Twelve-story condominium with two
levels of parking located seaward of the coastal construction control line (CCCL). The structure
consisted of concrete two-way flat slabs, non-load bearing exterior and demising masonry walls,
and a mansard light gauge framed roof. The project included large transfer girders at the third
floor, frangible walls below the 100-year storm elevation and storm water retention vaults. The
structure is supported on an auger cast pile foundation.
Watermark
LATITUDE 30 ENGINEERING
1510 B Second Street, South
Jacksonville Beach, FL 32250
Phone: 904-247-1855
Fax:
904-247-4900
Website: www.lat30eng.com
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BRIAN R. STODDARD, PE
PRESIDENT
STRUCTURAL ENGINEER
Ocean Park Condominium, Jacksonville Beach, Florida – Nine-story condominium consisting of
post-tensioned concrete slabs, non-load bearing masonry walls and a mansard light gauge framed
roof. Masonry retaining walls were utilized to support an elevated swimming pool deck.
Serena Point Condominium, Jacksonville Beach, Florida – Seven-story condominium consisting
of post-tensioned concrete slabs, non-load bearing masonry walls and offset concrete mat
foundations designed to avoid encroaching seaward of the CCCL.
Ocean Park
SINGLE-FAMILY RESIDENTIAL
Coughlin Residence, Atlantic Beach, Florida – 2-1/2 story 6,700 sf residence located seaward of
the coastal construction control line (CCCL). The auger cast pile supported structure consists of
cast-in-place concrete, masonry walls and pre-engineered wood floor and roof trusses. The
project included a pile supported below ground swimming pool shell.
Laettner Residence, Ponte Vedra Beach, Florida – Two-story 4,600 sf addition to existing
residence utilizing numerous structural materials including cast-in-place concrete, masonry walls,
steel framing, timber framed walls and wood floor and roof trusses.
Fisher Residence, South Ponte Vedra Beach, Florida – Four-story 6,000 sf residence including
habitable roof deck with planters. The building located seaward of the CCCL consisted of masonry
walls, cast-in-place concrete, wood framing and an auger cast pile foundation.
Stoddard Residence, Jacksonville Beach, Florida – Two-story 2,300 sf residence with masonry
walls, pre-engineered floor and roof trusses and wood framed porches representative of the Key
West Historic District.
Morris Residence, Callahan, Florida – Three-story 9,000 sf residence that utilized a cast-in-place
concrete second floor slab supported on concrete columns and exterior cast-in-place walls. The
structure above the second floor was comprised of wood framing and pre-engineered trusses.
Stoddard Residence
Simigran Residence, Jacksonville Beach, Florida – Three-story 4,300 sf residence located
seaward of the CCCL consists of cast-in-place concrete, wood framing and an auger cast pile
foundation. Auger cast piles required precise installation since column transitions occurred without
the benefit of below grade concrete beams.
Benjamin Residence, Vero Beach, Florida – Three-story 6,500 sf residence located seaward of the
CCCL with below grade walk-in wine cellar. The structure consists of wood framing, masonry
bearing walls, concrete beams and concrete columns supported on an auger cast pile foundation.
Dixon Residence
ADDITIONS & RENOVATIONS
Dixon Residence, Jacksonville Beach, Florida
DeHechavarria Residence, Jacksonville, Florida
Becker Residence, Ponte Vedra Beach, Florida
Calvin Residence, Ponte Vedra Beach, Florida
Turner Residence, Jacksonville, Florida
Worrell Residence, Ponte Vedra Beach, Florida
Rhoden Residence, Ponte Vedra Beach, Florida
Holley Residence, Ponte Vedra Beach, Florida
SPECIAL STRUCTURES
Spyglass Villas Reshoring, Amelia Island, Florida
BNSF 48’-4” Quad 3-Track, GE Transportation Systems Global Signaling
BNSF 60’-4” Quad RH Final, GE Transportation Systems Global Signaling
BNSF 64’-0” Quad Final, GE Transportation Systems Global Signaling
BNSF 144’-7” Bridge Final, GE Transportation Systems Global Signaling
BNSF 144’-7” Bridge
LATITUDE 30 ENGINEERING
1510 B Second Street, South
Jacksonville Beach, FL 32250
Phone: 904-247-1855
Fax:
904-247-4900
Website: www.lat30eng.com
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