The Issue The issues presented are whether Respondent signed and sealed negligent drawings for one single-family residence and provided plan review certification for two other projects designed by Respondent in violation of Subsections 471.033(1)(g) and 553.791(3), Florida Statutes (2002), and Florida Administrative Code Rule 61G15-19.001(6)(n).1
Findings Of Fact The Board of Professional Engineers (Board) is charged with regulating the practice of engineering pursuant to Chapter 455, Florida Statutes. Section 471.038, Florida Statutes, authorizes Petitioner to provide the Board with administrative, investigative, and prosecutorial services. Respondent is licensed in the state as a professional engineer pursuant to license number PE 54476. It is undisputed that Respondent is a private provider within the meaning of Subsection 553.791(1)(g), Florida Statues. On October 29, 2002, Respondent signed and sealed drawings for a single-family residence identified in the record as the Barnes residence. It is less than clear and convincing that the drawings for the Barnes residence are deficient. The testimony of Respondent's expert witness was credible and persuasive. The applicable standard of care does not require the relevant drawings to include multiple ridge heights in order to describe the nature and character of the work to be performed with sufficient clarity. It is less than clear and convincing that the ridge heights in the drawings are unequal. Additional ridge height information would have been non-critical information that may have been interpreted as specific construction requirements and lead to confusion, added costs, conflicting interpretations, and potential hazards in buildings. It is less than clear and convincing that the drawings for the Barnes residence insufficiently show heights of the eaves or lintels and sills. The plans can be easily understood by tradesmen and inspectors. The typical wall section at page 4 of the plans addresses eaves, lintels, and sills. The ridge height requirements in Manatee County, Florida (the County), are intended to ensure compliance with maximum height restrictions. The mean heights in the drawings adequately address the maximum local height ordinances. It is less than clear and convincing that the roof entry plan provided insufficient clarity. The roof was constructed according to the local code requirements without apparent exception. The evidence does not support a finding that the roof entry plan, the ridge heights, lintels, eaves, and sills were insufficiently clear to describe the nature and character of the work to be performed. Clear and convincing evidence does not support a finding that the wind uplift for roof trusses in the plans was incorrect or unclear. If the wind load calculations were found to be deficient, the specified fittings were sufficient to withstand wind loads that exceeded the calculations of Petitioner's expert by approximately 70 percent. Wind load calculations are intended to ensure a roof will sustain the load and will not blow off of the house. The fittings were sufficient to secure the roof against the projected wind load. Clear and convincing evidence does not support a finding that the drawings failed to specify the applicable masonry inspection requirements. The evidence is less than clear and convincing that special masonry inspections are required for single-family residences of two stories or less. A masonry inspection is required for such structures when a building inspector finds a need for such an inspection. It is less than clear and convincing that the drawings fail to adequately specify the splice lengths of the bond beam reinforcement for tension, compression, intersections, and corners. The requisite evidence does not support a finding that the plans deviate from the standard of care in the community. Clear and convincing evidence does not support a finding that Respondent failed to comply with applicable soil condition requirements. The County did not require soil conditions on plans at the time Respondent drew the plans. From sometime in the 1940s through November 2003, the County permitted engineers to assume soil conditions with a ground load of 2000 pounds per square foot. Respondent drew the plans for the Barnes project in 2002. The testimony of Petitioner's expert does not relate to facts in evidence. The expert did not know County allowances for soil conditions at the time Respondent drew the plans. The evidence is less than clear and convincing that the design of the concrete footings cannot be verified from the plans. Nor does the requisite evidence support a finding that the plans do not specify reinforcement of the thickened edge under a load bearing wood stud wall at the garage. The plans include two reinforcement specifications for the thickened edge under the load bearing wood stud wall at the garage. The specifications include welded wire mesh and reinforced steel bars. Clear and convincing evidence does not support a finding that Respondent supplied or submitted the Barnes plans for permit. Without such a finding, Respondent was not required to prepare, submit, or seal a site plan. A site plan for the Barnes residence exists in the file of the County Building Department (Department). A Department representative confirmed that the site plan is sufficient and that an engineer of record is not required to prepare, submit, or seal a site plan unless the engineer of record actually submits the plans for a permit. On February 24 and March 7, 2003, Respondent signed and sealed drawings for respective projects at 14815 Coker Gully Road, Myakka, Florida (the Coker project), and 705 50th Avenue, Plaza West, Bradenton, Florida (the Yonkers project). Pursuant to Section 553.791, Florida Statutes, Respondent entered into a contract with an entity identified in the record as Griffis Custom Homes (Griffis) to provide either building code plans or inspection services, or both. Prior to the commencement of the two projects in question, the Department expressly permitted an engineer to provide building code inspection services involving buildings designed or constructed by the engineer. Respondent prepared private provider affidavits, obtained additional insurance, had forms made, and prepared to provide inspections services. Respondent immediately ceased his activities when Department officials objected to Respondent's stated intention of providing "private provider" building code inspection services for the Coker and Yonkers projects. The separate owners of the two projects withdrew their applications as "private provider" projects. The Department processed the projects, performed all inspections, and issued a certificate of occupancy for each project. Neither the Department, Petitioner, nor the Board, ever served Respondent with a Notice of Non-compliance. If it were found that Respondent committed the alleged violation, the violation was minor. There is no evidence of any economic or physical harm, or significant threat of harm, to a person or to the health, safety, or welfare of the public. There is no evidence that Respondent has any prior discipline against his license.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Petitioner enter a final order finding Respondent not guilty of the alleged violations. DONE AND ENTERED this 2nd day of May, 2006, in Tallahassee, Leon County, Florida. S DANIEL MANRY Administrative Law Judge Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-3060 (850) 488-9675 SUNCOM 278-9675 Fax Filing (850) 921-6847 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 2nd day of May, 2006.
The Issue Whether Petitioner should be granted additional credit for one or more examination questions answered by him during the June 1990 Certified Building Contractor Examination.
Findings Of Fact Petitioner sat for reexamination at the June 1990 certified building contractor examination. On Part II, he received a score of 74.0. A minimum passing score is 69.01. On Part III, he received a score of 67.00. Minimum passing score is 69.01. Petitioner had previously passed Part I of the exam. Petitioner initially challenged question numbers 4, 10 and 17. The National Assessment Institute prepares licensure examinations for building contractors in the State of Florida under authority of the Office of Examination Services, Department of Professional Regulation. The Institute prepared question numbers 4, 10 & 17 for the certified building contractor examination administered on June 26 and 27, 1990. As to question number 4, the only correct response to the question was answer "B". Petitioner's answer to the question was "D", which was not acceptable. As to question number 10, the correct response was answer "C". Petitioner's answer "B", was not acceptable. As to question number 17, the correct response was answer "C". Petitioner's answer "A" was not acceptable. The Department's determination that answers "B", "C" and "C" were the only appropriate answers was not arbitrary and unreasonable.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the challenge by Petitioner that he be awarded a passing grade for Part III of the June 1990 certified building contractors examination be DENIED. DONE AND ENTERED this 19th day of April, 1991, in Tallahassee, Leon County, Florida. DANIEL M. KILBRIDE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 19th day of April, 1991. COPIES FURNISHED: Robert J. Uebelacker 326 NW Catherine Avenue Port Charlotte, FL 33952 Vytas J. Urba, Esquire Senior Attorney Department of Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-0792 Daniel O'Brien, Executive Director Construction Industry Licensing Board Post Office Box 2 Jacksonville, Florida 32202 Jack McRay, Esquire General Counsel Department of Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-0792
