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Vitae RESUME OF: Gregory R. Miller, P. E. RESIDENCE: Meridian, Mississippi DATE OF BIRTH: June 29, 1962 MARITAL STATUS: Married - One Daughter EDUCATION: MS State University - BSCE 1984 Jones County Junior College - AA 1982 Post Graduate Study - Jackson, MS PROFESSIONAL REGISTRATION: MS PROFESSIONAL ENGINEER #10748 AL
PROFESSIONAL ENGINEER #20931 GA
PROFESSIONAL ENGINEER #0022794 FL
PROFESSIONAL ENGINEER #0050338 LA
PROFESSIONAL ENGINEER #26950 KY
PROFFSSIONAL ENGINEER #20810 PA
PROFESSIONAL ENGINEER #PE-055330-E CT
PROFESSIONAL ENGINEER #21471 IN PROFFESSIONAL ENGENEER #10201177 NC PROFFESSIONAL ENGINEER #29270 SC PROFFESSIONAL ENGINEER #23270 TX PROFFESSIONAL ENGINEER #21471 CERTIFIED UST INSTALLATION/REMOVAL PROFESSIONAL AFFILIATIONS: American Society of Civil Engineers CHI Epsilon National Engineering Honor
Society National Council of Engineering
Examiners No. 12867 Structural Engineering Certification
Board No. 1354-0705 OCCUPATIONAL EXPERIENCE: 1982 To Present:Working with a small engineering
firm it was (as supervised prior to licensure) and is my responsibility to
design all structural elements for each structure. This includes spread
footings, combination and cantilevered footings, and retaining structures.
Single and multilevel steel beam, column, plate girders and trussed
structures. Concrete beams, simple and 2-way flat plate slabs. Specifying
steel K-series, LH-series, DLH-series, and Joist Girder floor and roof
systems. Wood beams, columns, diaphragms, trusses, and joist using timber and
engineered wood products. I am responsible for all analysis of these
structural elements. Some of these calculations were/are done by hand and
some were and/are done using STAAD-III-2003. In addition, the company also
detailed steel for fabrication. It was my responsibility to check many of the
steel design connections. This included simple, tension, moment AISC
connections and complex gusseted connections with consideration of bearing
and tear out yield and fracture, and compression using Whitmore sections. I
have also designed cylindrical and rectangular hoppers. The designs listed below are designed to comply with
the local code in force. This has required my knowledge of dead, live, snow,
wind and seismic requirements of the codes including, 1985, 1988, 1991, 1993,
1997, 1999 SBCCI, 2000 and 2003 IBC, 1994 and 1997 UBC and 1999 BOCA, Florida
2001, ASCE 7-93, ASCE 7-95, ASCE 7-98 and ASCE 7-02. Also, I have working
knowledge of the requirements of AISC, ACI 383-02, ACI 530 (for masonry), NDS
(for wood), AISI-1996 and The Aluminum Associations Specifications. Pre-Licensure 25076 (1985) - Rush Foundation Hospital, Meridian,
MS. On this project I was responsible for (1) replacing the existing wood
framing and replacing with WF steel beams and columns. (2) replacing the
existing floor framing and replacing with WF steel beams and concrete slab
while maintaining hospital operation. 26001 (1986) - Mississippi Power Company Office
Building, Meridian, MS. This structure was composed of basement, first and
second floors and attic storage. The basement was designed with pinned
retaining walls. The total lateral loads on the structure are resisted with
rigid steel frames. The floors framing is composed K-series joist and a
concrete slab. The roof system is designed with K-series joist, long span
joist and trusses I designed. The foundation is designed with spread footings
and grade beams. Post-Licensure 94080 (1994)
– Rush ER/Medical Building. Seven story rigid frame with composite floor
system. The structure has additional rigidity from three stair/elevator
towers. The structure is supported on auger cast pile groups. 96120 (1996) - Donnelly Building, Anniston, AL - 2
story 10,000 square foot rigid frame steel structure with a spread footing
foundation designed for business occupancy. The floor and roof systems are
designed using K-series joist. 97098 (1997) - Renovation of 100 year old Denzel
Carousel structure in Meridian, MS. The existing wood structure was suffering
from excessive deflection and long term creep. I designed aesthetic tube steel trusses to correct and
reinforce this structure to remain consistent with this historic structure. 98039 (1998) - Lauderdale County Department of
Archives and History, Meridian, MS. This project required the removal of an
existing 90 year old second floor wood structure that was deteriorated. The
system was replaced with a new K-series joist / wood deck floor system to
support heavy storage occupancy. Other structural elements also required
reinforcement. 99056 (1999) - Bryan Foods, West Point, MS. Rating,
Modification, and/or reinforcement of 50 in-house, Jib, Under-hung, top
running cranes and monorails to comply with OSHA requirements. 99354 (1999) - Addition to Central United Methodist
Church, Meridian, MS. This project was a 7 million dollar, 3 story structure
with a lower level parking garage. The spans required in the parking
structure resulted in large heavily loaded spans carrying the building above.
These structural elements utilized 52 and 56 inch plate girders. The lateral
loads on the structure are resisted by rigid frames. The floor joist are
composite steel beams. The roof system is designed using K-series joist. 2001-139 - (2001) Women’s Clinic, Meridian, MS. This
is a 2 story, 20,000 square foot facility. It is designed as a rigid frame
structure with a spread footing foundation system. The floor and roof systems
are designed using K-series joist. Retaining structures are also present due
to part of the lower structure is below grade. 2001-265 (2001) - Lake High School, Lake, MS. This
is a single story 17,600 Square foot structure with 76 foot clear span. The
roof structure is a rigid frame/modified bow string truss structure with a
spread footing foundation plan 2002-271 (2002) - Weems Adolescent Center, Meridian,
MS.This is a 2 story, 15,000 square foot facility. It is designed as a rigid
frame structure with a spread footing foundation system. The floor and roof
systems are designed using K-series joist. Retaining structures are also
present due to part of the lower structure is below grade. 2002-308 (2002) - Ferno Tank Installation. Rush
Foundation Hospital, Meridian, MS This project required the reinforcement of an
existing steel/concrete composite floor system to support a 8 foot x 16 foot,
30,000 pound water tank on the second floor while maintaining hospital
operation. 2004-207 (2004) – MSU dormitory. Three story 165,000
square foot, pre-fabricated, panelized construction. Apartment type
construction. 2004-349 (2004) – Bass High School, Greenville, MS.
A three story structure constructed circa 1910 had totally deteriorated with
the exception of the masonry walls. I designed an endoskeleton to be erected
inside the wall structure. Horizontal beams are designed to brace walls and
serve as future floor beams eliminating the need for redundant external wall
bracing. General Type Designs: I. Gas Island Canopies Since 1991, I have designed over 1700 steel framed
canopies and their foundations in 17 states
(MS, AL, GA, FL, LA, AR, MO, TN, KY, NC, SC, VA, WV, OH, IN, PE and
CT). These canopies have been constructed by Cash Industries of Lawley, AL,
C&S Construction of Clanton, AL, and Southeastern Canopies of
Shelby, AL. Canopies have been single and double column line, rectangular or
irregular geometry or Tee canopies. II. Apache/General Panel Corp of Union, MS.
Manufacturer of SIP’s (structural insulated panels). Since 1993 I have been
the designer/certifier on 126 projects involving the use of SIP’s in residential and commercial use in 6 (MS,
AL, GA, FL, LA, IN) states since 1993. III. Mitchell Signs of Meridian, MS. I have been the
designer/certifier on 64 projects involving the design of signs and their
foundations since 1993. These signs have ranged from 20 feet to 120 feet in
height. They are located in MS, AL, and LA. |