The Issue The issues in this case are whether Respondent, August T. Nocella, committed the violations alleged in the Administrative Complaint and, if so, what discipline is appropriate.
Findings Of Fact Petitioner, the Pinellas County Construction Licensing Board (Board), is the agency within Pinellas County, Florida, authorized under Chapter 89-504, Laws of Florida, as amended, to regulate and discipline the licenses of, among others, certified aluminum contractors. Respondent, August T. Nocella (Respondent), is, and has been at all times material hereto, a certified aluminum contractor in Pinellas County, Florida, having been issued license C-3197. At times relevant to this proceeding, Respondent was doing business as Allied Aluminum, located in St. Petersburg, Florida. In 1997, Ms. Mary J. Pugh had a small screened porch added to her house located at 12855 Gorda Circle West. Approximately two years later, in July 1999, the porch was damaged or destroyed by a storm. Thereafter, Ms. Pugh requested and received a proposal from Allied Aluminum to repair or rebuild the screened porch. On September 1, 1999, Respondent entered into a contract with Ms. Pugh to repair or reconstruct the previously existing screened porch. The contract provided that Respondent would install a new aluminum roof to replace the damaged existing screened porch roof, install gutters and trim, replace 13 feet of valance, replace the screen, and install a new wall front. The contract noted that a riser wall was required for "proper roof pitch." The contract price was $2,300.00, with $1,000.00 to be paid as a down payment and the remaining $1,300.00 to be paid upon completion of the project. Ms. Pugh paid Allied Aluminum in accordance with the terms of the contract. She made the first payment of $1,000.00 on September 1, 1999, and made the final payment of $1,300.00 on September 22, 1999, upon Respondent's completing the job. On or about September 16, 1999, Respondent obtained a permit for the repair or reconstruction of the screened porch at Ms. Pugh's house. Respondent began the project on or about September 15, 1999, and completed the job on September 22, 1999. Section 105.6 of the Standard Building Code, 1997 Edition, as amended,(Standard Building Code) requires local building officials, "upon notification from the permit holder or his agent," to make a final inspection of a building after the building is completed and ready for occupancy. In order to comply with the Standard Building Code, it was the responsibility of the permit holder, in this case, Respondent, to call local officials for a final building inspection. Upon completion of the inspection, a building official would then notify the permit holder of "any violations which must be corrected in order to comply with the technical codes." Respondent failed to notify building officials that the Pugh project was completed and ready for occupancy and, thus, ready for final inspection by appropriate building officials. As a result of Respondent's failure to call for a final inspection, building officials never inspected Respondent's work on Ms. Pugh's screened porch and made no determination as to whether the project complied with the applicable technical codes. In July 2000, during a storm, the roof of Ms. Pugh's screen porch collapsed. Relying on statements of unnamed contractors, Ms. Pugh believes that the roof collapsed because it did not have the proper pitch. Respondent attributes the collapse of the roof to the gutters being blocked with leaves. Despite these assertions no evidence was presented at hearing to establish the cause of the roof's collapsing.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Pinellas County Construction Licensing Board enter a final order: (1) finding that Respondent failed to obtain a satisfactory inspection as alleged in Count One, and is guilty of the offenses described in Chapter 89-504, Subsections 24, (2)(d), (j), and (n), Laws of Florida; (2) imposing an administrative fine of $1,000.00 for the foregoing offenses; and (3) dismissing Count Two of the Administrative Complaint. DONE AND ENTERED this 28th day of December, 2001, in Tallahassee, Leon County, Florida. CAROLYN S. HOLIFIELD 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 28th day of December, 2001. COPIES FURNISHED: Don Crowell, Esquire Pinellas County Construction Licensing Board 310 Court Street Clearwater, Florida 33756 Rodney S. Fischer, Executive Director Pinellas County Construction Licensing Board 11701 Belcher Road Suite 102 Largo, Florida 33773-5116 August T. Nocella 1017 Robinson Drive, North St. Petersburg, Florida 33710
The Issue The issue for determination in this proceeding is whether Petitioner should receive credit for any of the 15 challenged questions in two parts of the certified general contractors examination given in June, 1993.
Findings Of Fact Petitioner took the general contractors examination given on June 29- 30, 1993. The examination consisted of three parts. The minimum score required to pass each part was 70. Petitioner passed the Business and Finance part of the examination with a score of 70. Petitioner failed the other two parts of the examination. He received a score of 61 on the Contract Administration part of the examination and a score of 67 on the Project Management part of the examination. Petitioner challenged eight questions on the Contract Administration part of the examination and seven questions on the Project Management part of the examination. The part of the examination on which each question appeared, the question number, the correct answer, and the answer chosen by Petitioner are as follows: EXAM PART QUESTION CORRECT ANSWER PETITIONER'S ANSWER Contract Admin. 2 B C Contract Admin. 5 D A Contract Admin. 10 D C Contract Admin. 11 C D Contract Admin. 13 C B Contract Admin. 20 C D Contract Admin. 22 C D Contract Admin. 37 B D Project Mgmt. 7 C D Project Mgmt. 9 D C Project Mgmt. 10 C A Project Mgmt. 11 B C Project Mgmt. 13 B A Project Mgmt. 23 D A Project Mgmt. 37 A D For each of the foregoing questions, the correct answer was the answer identified by Respondent and not the answer chosen by Petitioner. Petitioner presented no competent and substantial evidence to support his answers. The challenged questions were clearly and unambiguously worded. The challenged questions contained enough correct information to allow the candidate to select the correct response. The correct response for each of the challenged questions was supported by approved reference materials. The correct response did not require knowledge which was beyond the scope of knowledge that reasonably could be expected from a candidate for licensure. All current techniques were taken in account when the correct response was determined by Respondent. The examination was open book. Petitioner was allowed to refer to the Standard Building Code.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Respondent enter a Final Order and therein DENY Petitioner's challenge to the questions at issue in this proceeding. DONE AND ORDERED in Tallahassee, Leon County, Florida, this 27th day of April, 1994. DANIEL MANRY 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 27th day of April, 1994. COPIES FURNISHED: Richard Hickok Executive Director Department of Business and Professional Regulation 1940 North Monroe, Suite 60 Tallahassee, FL 32399-0792 Jack McRay, Esquire General Counsel Department of Business and Professional Regulation 1940 North Monroe, Suite 60 Tallahassee, FL 32399-0792 Vytas J. Urba, Esquire William M. Woodyard, Esquire Department of Business and Professional Regulation 1940 North Monroe, Suite 60 Tallahassee, FL 32399-0792 Mr. Behzad Khazraee 142 Tollgate Trail Longwood, FL 32750
Findings Of Fact Petitioner, Jorge L. Garcia, is an applicant for licensure by examination to practice architecture in the State of Florida. The architecture examination in the State of Florida is of seven parts, part of which is the written examination and the rest of which is a site and design examination, which is given in June of each year. Petitioner took the building design portion of the Architecture Registration Examination in June, 1985. This portion of the examination consists of a 12-hour sketch problem involving building design considerations. The examination is administered by the Office of Examination Services of the Department of Professional Regulation, and is supplied to the State of Florida as well as to all of the jurisdictions of the United States by the National Council of Architectural Registration Boards (NCARB). The examination itself involves the design of a structure by an applicant which meets specific requirements for placing the structure on the site, elevations, building cross- sections, facades, and floor plans. The program for the 1985 examination called for the design of a city administration building. Information supplied to the applicant includes a pre-examination booklet setting forth the architectural program to be accomplished and the various requirements to which the applicant is expected to apply himself in order to receive a passing grade. Applicants also may study a series of solutions proposed by previous successful and unsuccessful applicants so that they may anticipate and apply successful solutions when taking their own examination. At the time of the examination itself, other information is supplied to the applicant to enable him to more adequately design the structure requested and perform the necessary technical architectural requirements. In general, the purpose of the examination is to require the applicant to put together a building design solution in response to a program submitted to him by NCARB. This portion of the examination therefore, allows the national testing service grading the examination, and through it, the Florida Board of Architecture, to determine whether the applicant is able to coordinate the various structural, design, technical, aesthetic, energy, and legal requirements. The grading of the building design problem is accomplished by the review of the applicant's proposed examination solution by at least three architects selected by the various architectural registration boards of some 20 states who are then given training by NCARB to standardize their conceptions of the minimal competency required for a passing grade. Each architecture grader is then asked to review various solutions by applicants on a blind grading basis. That is, the grader has no knowledge of the name or state of origin of the applicant whose examination solution he is grading. The grader is instructed to take into consideration various criteria as set forth in Rule - 21B-14.03, Florida Administrative Code. Graders are instructed to make notations or areas of strength and of weakness on the grading criteria and then to determine, based upon an overall conception of each applicant's submission, whether or not a passing grade of 3 or 4 as set forth in Rule 21B-14.04, Florida Administrative Code, has been earned. A method used to ensure independent and confidential grading of a solution is the folding of a single score sheet in such a way as to not allow subsequent graders to see the previous score. Approximately 3 and one-half minutes is utilized as the time in which each grader has to grade each applicant's exam. Page 7 of the Juror's Manual (graders manual) points out: Examinees are entitled to make some mistakes. The program analysis, design , development and drafting are hurriedly executed in a tense situation, without recourse to normal office reference materials (Sweets catalogs Architectural Graphic Standards, etc.) and without customary time for deliberation and critique by others. Jurors (graders) are permitted to recommend changes to an applicant's submission to bring it up to passing. In order for an applicant to pass, he must receive at least two passing grades from the at least three architects who independently grade the applicant's submission. In the instant case, the Petitioner received three 2's (which are failing grades) and one 3 (which is a passing grade). Petitioner's exam solution presented a borderline case since one of the three graders who originally graded his exam gave him a passing grade. His response to notification of failure to pass this portion of the exam was a timely request for a Section 120.57(1) hearing and this proceeding ensued. While Petitioner attempted to comply with the instructions as set forth in the examination and pre-examination booklets, it is clear that in several material areas he failed to achieve requisite minimal competency necessary to receive a passing score on the examination. The testimony of Arnold Butt, Registered Architect, former chairman of the Department of Architecture at the University of Florida and a master grader in the building design examination, is the only expert testimony of record. In Butt's opinion, Petitioner's submission contained several material departures from specific program requirements applicable to the 1985 examination. Specifically, Petitioner failed to place in his submission a delivery system, thus failing to meet program requirements, and showed no method of entry or egress. Further, there was no method of entry or egress from the river walk. Although Butt complimented Petitioner in overcoming one type of circulation problem that was overlooked by many other applicants at the same examination, Petitioner's circulation design was still full of many errors described by Mr. Butt, including life safety factors. Mr. Butt admitted that the graders had not marked life safety as a weakness present in Petitioner's exam. However, Butt's critique of Petitioner's circulation problems shows circulation overlaps into the area of "design logic." For other reasons, including but not limited to Petitioner's showing of certain features such as windows only upon the elevation sheets (as opposed to upon other sheets as well) and failure to show all of an access road, his errors and omissions also overlap into the evaluation criteria of "clarity and completeness of presentation." While Petitioner attempted to show, through use of the publication of NCARB which contains within it samples of various passing and failing examinations, that his examination submission was similar to those which had been recorded as passing grades, he was unsuccessful in discrediting the overall perception of Butt that there were significant difficulties in Petitioner's design solution which, taken as a whole, were much more numerous than the various solutions (both passing and failing) which were compared with Petitioner's solution. In a review of the sample solutions, Butt conceded that some of the errors that Petitioner made were also made by some of the candidates who achieved passing scores. However, Petitioner's examination submission contained a combination of many errors in one paper, which same errors may have existed only individually in some of the passing examples. In short, Petitioner's reliance on the NCARB-produced review booklet is misplaced in that his submitted solution to the problem presented a conglomeration of many of the errors which may have been passing if presented individually in various of the examples contained in the NCARB manual. Petitioner, who has the burden of proof in these de novo proceedings, has therefore failed to demonstrate that his examination solution exhibits minimal competency within the criteria necessary for a passing score.
Recommendation Therefore, it is, RECOMMENDED that the Board of Architecture enter a Final Order affirming that Petitioner has failed the licensure examination for 1985. DONE and RECOMMENDED this 12th day of June, 1987, at Tallahassee, Florida. ELLA JANE P. DAVIS Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 12th day of June, 1987. APPENDIX TO RECOMMENDED ORDER, CASE NO. 86-2195 The following constitute rulings pursuant to Section 120.59(2), Florida Statutes, upon the parties' respective proposed findings of fact (FOF). Petitioner's Proposed Findings of Fact: 1-2. Covered in Recommended Order FOF 1-3. 3-4. Covered in FOF 10. 5-7. Those portions not accepted are rejected as not supported by the greater weight of the competent substantial evidence as a whole as set forth in FOF 11-12. Further, Mr. Butt testified that once the Petitioner's solutions to the problem were utilized, it was probable the graders would not give him the benefit of the doubt to recommend changes to his submitted because any reasonable solutions they might propose would require almost total redesign of his proposed building instead of the minimal changes they might be permitted to recommend. Rejected as not supported by the competent substantial evidence as covered in FOF 7. Three and 1/2 minutes was given as a fair estimate of the time actually used, not the time permitted. Covered in FOF 9; see also ruling on proposals 5-7 above. Covered in FOF 10; see also ruling on proposals 5-7 above. Accepted but immaterial and not dispositive of any issue at bar. The graders were not precluded from making more than three recommended marks. Respondent's Proposed Findings of Fact: Covered in FOF 1; that which is rejected is subordinate and unnecessary. Covered in FOE 2. Covered in FOE 4 and 6. Covered in FOF 7 and 10. Covered in FOE 10. 6-7. Covered in FOF 11 and 12 but substantially modified for independent clarity of expression. COPIES FURNISHED: Pat Ard, Executive Director DPR-Board of Architecture 130 North Monroe Street Tallahassee, Florida 32399-0750 Jorge L. Garcia 1744 Southwest First Avenue Miami, Florida 33134 Jorge L. Garcia 231 Southwest 52nd Avenue Miami, Florida John Rimes, Esquire Department of Legal Affairs The Capitol - LL04 Tallahassee, Florida 32399-1050 Joseph A. Sole, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750
The Issue The issue for disposition is whether, as alleged in the Administrative Complaint, Respondent committed various violations of Chapter 489, F.S., regulating the practice of contracting, by failing to complete a roofing job which he had agreed to perform.
Findings Of Fact At all times relevant, Michael W. Ballans was licensed by the State of Florida as a certified building contractor, holding License Number CB C036542. He qualified as an individual doing business at 1107 Oregon Avenue, St. Cloud, Florida 32769. On April 6, 1988, H. Earl Fisher signed his acceptance of a written proposal by Michael Ballans for Ballans to install a new roof on Fisher's double-wide trailer at 7650 E. Irlo Bronson Memorial Highway, in St. Cloud, Florida. The price for the job was $1,575.00, for supplies and labor. Fisher made an initial payment of $1,018.00 on June 6, 1988. Materials were delivered to the job site, but Ballans never commenced work. Fisher contacted Ballans four or five times to try to get him to do the job or to get someone else to do it. Ballans never returned the funds and at one point told Fisher that he could not do the work because he lost his insurance. Fisher did not agree to do the work himself and told Ballans he wanted the money back and the materials removed from his property. Stanton Alexander was qualified as an expert in construction industry contracting, including roofing. He has practiced in the profession for approximately thirty years. He served two terms on the construction industry licensing board, including a term as chairman. He has testified in the past as an expert in construction industry practices. A contractor terminates his responsibility under a contract after payment and final inspection and a certificate of occupancy has been issued. Until then, he is responsible for completion of the job. Proper procedure when a contractor becomes unable, to complete a job is to refund the money and remove the materials or to get permission from the building department and owner to bring in another contractor to complete the work. Michael Ballans did neither, and simply abandoned the job. This deviation from the standards of construction industry practice constitutes incompetency or misconduct.
Recommendation Based on the foregoing, it is hereby, RECOMMENDED That a Final Order be entered finding Michael W. Ballans guilty of violations alleged in Counts I, II and IV of the Administrative Complaint, and imposing a fine of $500.00. DONE AND RECOMMENDED this 16th day of April, 1990, in Tallahassee, Leon County, Florida. MARY CLARK 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 16th day of April, 1990. COPIES FURNISHED: Jack L. McRay, Esquire Dept. of Professional Regulation 1940 N. Monroe St., Suite 60 Tallahassee, FL 32399-0792 Michael W. Ballans 2314 Knob Hill Drive, Apt. #12 Okemos, Michigan 48864 Kenneth D. Easley, General Counsel Dept. of Professional Regulation 1940 N. Monroe St., Suite 60 Tallahassee, FL 32399-0792 Fred Seely, Executive Director DPR-Construction Industry Licensing Board P.O. Box 2 Jacksonville, FL 32202
Findings Of Fact At all times pertinent to the issues herein, the Respondent, Raymond E. Hirst, Jr., professional engineer, was licensed as such by the State of Florida under license number PE 0017307. Prior to March 22, 1983, the Respondent, for Mech-Mar Engineering Company, Inc., designed a storage bay and mini- warehouse project to be built by Ruth Stein Construction for William M. Kwasniki, to be located on South Babcock Street in Palm Bay, Florida. Petitioner designed the facility and signed the plans for construction on March 22, 1983. A note clearly marked on the sheet index on the upper right hand corner of the first page of the plan set reflects, "The engineer's services do not include supervision of the construction of this project." The plans consist of three sheets of drawings, each of which is sealed and signed by the Respondent. The first sheet reflects the foundation plan. The second shows the electrical riser and firewall detail, and the third reflects the elevations. On or about April 3, 1983, the contractor, Ruth Stein, submitted these plans to the City of Palm Bay building department. The plans were approved for construction by the office of the chief building official, Paul Olsen, and formed the basis for the issuance of the construction permit. Neither the engineer's specifications nor calculations were submitted and filed with the plans. However, calculations were not required by the City of Palm Bay at that time. Two amendments to the plans were filed by the Respondent on May 31, and August 10, 1983. No revised drawings were submitted, however. The drawings that were submitted by Ms. Stein, but drawn by Respondent, were used to insure that the plans conformed to standard building codes, zoning codes, etc., but were not reviewed by the city for compliance with engineering standards and no engineering analysis was done by the city on these or any other plans at that time. The need to do so was apparently recognized later, however, as such analyses are now done on a routine basis. The plans were also to be used by the city's inspection staff to compare work being done by the contractor with the plans to insure that the work conforms to them. During construction, the building being erected according to Respondent's plans, a concrete block structure, collapsed. This collapse occurred sometime prior to May 20, 1983. After the structure collapsed, the city building office again approved the plans drawn by Respondent for reconstruction. The contractor was told to clean up the site and was then allowed to rebuild. Not only the original plans but the amendments referred to above, including that dated August 10, 1983, called for partitions within the building. After rebuilding, the structure was inspected by the city and a certificate of occupancy was issued in August, 1983. No complaints have been filed regarding this construction since that time. After the collapse, an inspection of the collapse site revealed that in some areas on the west part of the structure, cells of the concrete blocks being used to form the walls had not been filled with concrete as was required by the design submitted by Respondent. In the opinion of Mr. Olsen, this defect was a fault not of the Respondent but of the contractor. No determination was made by the city as to: whether the block walls as designed by Respondent met Standard Building Code (SBC) requirements; whether the walls were supported laterally as required; whether anchorage of the roof trusses to the walls was accomplished; whether Respondent properly, or at all, designed a roof diaphragm for this project; whether the walls were adequate to meet the wind load requirements (the SBC suggests that maximum wind velocity standard is 90 mph.); whether the lentils were adequate; and whether the truss anchorage limits were satisfactory. (According to Mr. Olsen, this decision is left up to the engineer who designs the structure.) The city found, however, that a part of the reason for the collapse of this structure was that the trusses for the roof were set too soon, were not adequately braced, contained questionable materials, and wore questionably fabricated. Though the city was not critical in its analysis of Respondent's performance, the experts retained by Petitioner to evaluate his drawings were. Mr. James O. Power, who has been a registered structural engineer since 1947 did not examine the building site but is aware of the project in question. He reviewed the drawings prepared by Respondent, photos taken of the site, the investigative report, letters and correspondence from Respondent with calculations contained therein, and the Respondent's amendments to the original drawings. On the basis of this evidence, he formed an opinion as to Respondent's performance as an engineer on this project and prepared several letters on the subject dated July 6 and October 21, 1983, and January 30 and September 7, 1984, all of which constitute his opinion as to Respondent's performance. In substance he concluded that Respondent's engineering performance on this project was unsatisfactory showing basic negligence and lack of due care as well as a lack of understanding of the basic engineering requirements for the job. In his opinion, overall, the drawings lack sufficient detail. For example, they, (a) show no interior partitions (partitions were defined in an amendment to the drawing filed after the collapse); (b) show that while the southern wall has few openings, the north wall has many, (this is significant in that because of the lack of partitions, the walls must resist the winds playing upon them as vertical cantilevers); (c) show that the number 5 vertical bars in the fill cells are 12 feet apart, (to serve as reinforced masonry, they should be 4 but no more than 8 feet apart depending on the circumstances); (d) reflect a ceiling height of 14 feet whereas later drawings show a difference in elevation; (e) show that the tie beam is to be constituted of inverted masonry U-beam 16 inches deep filled with concrete and reinforcing steel without providing for any obvious way to insert the concrete within the beam; (f) failed to show with detail the strap makeup or method of connection for the hurricane straps to be used to hold down the roof trusses to the walls, (the drawings show that the strap is to loop over the truss and if the straps do not do so, the connection is weak); (g) reflect that the door height at the openings on the north and south side doors are different than the tie beam height but there is no showing of how the weight of the roof is to be distributed over the door head only 8 inches below the tie-beam (this could contribute to the collapse of the building); and (h) failed to show drawings of trusses by the Respondent. In this regard, the truss company's drawings and specifications are insufficient. Since the Respondent's drawings do not define with particularity how the trusses are to be constructed, the truss fabricator must make assumptions as to the stress and load to be applied. With regard to the pre-engineered and pre-manufactured roof trusses, Mr. Power is of the opinion that the designer, Respondent, should have: (1) stated his criteria for the design of the truss (Respondent did not do this); (2) stated the qualifications of the designer (Respondent did not do this); (3) submitted clear instructions regarding his design (Respondent's are unclear and unsatisfactory). Mr. Power also indicates that in his experience, bracing for the trusses is installed at the building site and that only the basic truss is constructed at the truss company's plant. Respondent, on the other hand, contends that the practice in Brevard County is for the building designer, as here, to give the basic specifications needed for the truss, and thereafter, the truss designer, working for the truss company, designs and builds the complete truss for delivery to the site. If Mr. Power's position is to be believed, personal supervision of the designer would be required at the site once the basic truss was delivered. Here, however, Mr. Power operates out of Miami and Petitioner has failed to show that he is familiar with the trade practice in the area involved in this dispute. Respondent's position is somewhat supported by the fact that his plans contain a disclaimer of supervision and no issue was made that this is a forbidden or unaccepted practice. Consequently, it cannot be said that Respondent's design of the trusses in this case was faulty. Mr. Power also identified several "design deficiencies" in Respondent's work. Among these were that there was no requirement for the use of reinforced masonry which is different from concrete and that Respondent's drawings provided no details or standards for the mortar or grout, the substance used to fill the holes in concrete blocks which should have a minimum slump of 8 inches. (If one tried to fill these cells from the top of a 14 foot wall, it is most likely that the cell, the hole within the blocks, would not be filled.) Further, the formulae used by Respondent in his calculations are for solid materials in the walls -- not for cinder block which was the material called for here. On the basis of the above discrepancies, it appeared to Mr. Power that Respondent did not understand the difference between the requirements for construction with concrete block and those for construction with reinforced masonry. In addition, according to Mr. Power, the reinforcing walls inserted in the design by the Respondent after the collapse of the building are of materials not permitted by the SBC. Also the SBC requires that the ratio of length to width of roof diaphragm should be no more than 4. The purpose of this is to provide support to the top of the wall so as to resist loads placed upon it by the force of wind. Here, Respondent's design has not adequately provided this reinforcement, in Mr. Power's judgment, and the design does not meet the SBC requirement. The SBC also requires designs of buildings to be constructed in the Palm Bay area to be able to withstand 90 mph winds. Mr. Power's calculations based on Respondent's plans and drawings show it is questionable that a building built pursuant to Respondent's plans would sustain 90 mph winds. The fact that the chances are only one in fifty that in any given year winds of this speed would be reached is immaterial. As to the filling of the holes (cells) in the concrete block, Mr. Power contends that it is a good practice to show in the drawing a breakout in the block at the bottom of the wall so that the builder can see that the concrete has in fact gone all the way down to the bottom as it should. Here, however, the building code does not require this to be done. Again, considering the Respondent's use of cement instead of grout to fill the cells, the Respondent followed county practice and the SBC does not specifically require the use of grout. Nonetheless, Mr. Power is of the opinion that even though Respondent's drawings indicated that he would not inspect at the site, it was unreasonable for Respondent to expect the cells to be filled since it is well known that many contractors do not inspect to insure that the cells are filled as called for. Mr. Power is also of the opinion that the lintels as described in one of the amendments to the basic drawings, though permissible for use, are inadequate to handle the indicated roof load and the drawings prepared by Respondent did not show the lintel capacity. Mr. Power contends that the SBC requires drawings to show sufficient detail to indicate the intent of the designer to allow the contractor using the drawings to conform to code standards. Admittedly, this is subjective criteria, not an objective one, as to what constitutes sufficient detail. The amendments added to the original designs helped somewhat to correct the deficiencies, but do not make them adequate. Taken as a whole, the drawings are not adequate, in the opinion of Mr. Power, to comply with the SBC. They are not adequate to pass on the designer's intent to the contractor and they are not adequate to show the designer's understanding of design elements. These errors and deficiencies described above are, in the opinion of Mr. Power, significant and not minor. Based on his analysis of the overall drawings and situation, he concluded that Respondent has not demonstrated his capability to handle this particular task which, in the opinion of Mr. power, is relatively simple. Respondent's drawings and the other documents pertinent to the project in issue here including calculations, correspondence, photos, and the investigative report, were also reviewed by Ernest C. Driver, a Florida licensed consultant engineer operating in Cairo, Georgia. Mr. Driver also reviewed Mr. Power's reports and is in complete agreement with his conclusions. He did some calculations on his own and on the basis of them, formed an opinion of Respondent's performance as an engineer on this project. He found that the reinforcing of the cinder block cells on the walls were too widely spaced at 12 foot centers instead of 4 to 8 foot centers. In addition, he did not agree with the engineering conclusions drawn by the Respondent. The calculations performed by Respondent were, in his opinion, improper and as a result, the design is over-stressed by approximately 215 percent. This came about, apparently, because Respondent designed a wall as though there were no doors in it. In addition, the way the tie beam is designed, it is impossible to get the reinforcing concrete into the "U." Further, the hurricane straps required to affix the roof trusses to the tie beam cannot be attached to the beam itself. Also, the design called for concrete block to be installed above the doors. This procedure placed as much as four times the load the lintel should carry. Mr. Driver also found that the diaphragm used by Respondent was of gypsum board which, in his opinion, is not a proper material for diaphragms. Also, according to Mr. Driver's interpretation of Respondent's plan, there is no way that the wind shear force applied to the diaphragm can be transmitted to the side wall and thence down to the earth. This is a definite deficiency and Respondent's drawings and notes are not complete enough to allow a clear determination of what is required as to materials to be used and how the work should be accomplished. Other deficiencies are seen in that the drawings show a 230 foot long building without an expansion joint. In Mr. Driver's opinion, this is far too long for construction without such a joint. In addition, the 26 foot high end wall is not addressed in the design which has no indication of how the roof is to be attached to it. Mr. Driver concurs with Mr. Power's opinion regarding the insufficiency of the plans and specifications offered by Respondent for the roof trusses in that there is no framing plan nor are there specifications identified for the trusses. Shop drawings should have been provided instead of only a cut sheet. While this witness does not know what the current Brevard County practice regarding the design and construction of trusses is, he is convinced that it is as Respondent says it is, to wit: that they are completely fabricated at the shop and delivered completed for installation to the job site, this is a poor practice. Connected to the issue of roof trusses is that regarding the metal hurricane straps which Respondent indicated his plans called for. These metal straps, which can easily be bent by hand are, in the opinion of Mr. Driver, a poor method of affixing the trusses to the tie beam. There are too many things that can go wrong such as hinging, the lack of a firm seating for the strap in the concrete, the bending of the metal, and the pulling of the affixing nails through the holes in the strap thereby resulting in no grip. In addition to his dissatisfaction with the use of concrete to fill the cells in the cinder blocks, Mr. Driver also feels that the use of concrete to fill a continuous 14 foot cell is improper. In his opinion, the drawings should call for a solid block every 4 feet and for weep holes through which compaction can be noted periodically throughout that distance. All of this should be in the engineer's notes. The notes by Respondent do not identify these areas. Even though Respondent's notes called for the 14 feet to be filled, his plans failed to provide methods to insure that complete filling was accomplished. Examination of the pictures of the wall after the collapse reveals that complete filling was not accomplished and this failure on the part of Respondent to provide a reasonably foolproof method of insuring complete compaction cannot be excused and responsibility shifted to the contractor by the mere statement by Respondent on the plans that he would not inspect. Engineering practice is made up of judgment as well as the specific formulae which can be obtained from engineering textbooks. There are assumptions which may be made -- some good and some bad. In the opinion of Mr. Driver, the defects described above indicate that Respondent's assumptions were bad. As a result, his judgment was bad. He feels that, in light of all the evidence, Respondent was negligent, failed to use due care, failed to conform to accepted engineering principles, failed to accomplish drawings sufficiently detailed to instruct the contractor as to exactly what needed to he done, and failed to provide drawings which, if followed exactly as presented, would by themselves, enable a builder to construct a safe structure. Here, based on the drawings prepared and submitted by Respondent, a builder would have to demonstrate a high and exceptional degree of expertise in order to fill in the omitted details required to make the building safe. Acceptable drawing standards are not defined with specificity in the SBC. Much is subjective rather than objective. For example, nothing in the SBC prohibits the use of gypsum board as a horizontal diaphragm, but, in the opinion of Mr. Driver, it is not common practice to use it for such. This goes to the question of judgment. In any event, the code may be erroneous in some particulars and not all answers are contained in it. It is for this reason that the law requires the use of a licensed engineer whose judgment fills in the gaps left by the code. Here all the defects identified in Respondent's drawings are within the province of an engineer. These are the items an engineer is needed for to accomplish. Here, in the opinion of Mr. Driver, there are too many defects and Respondent's work does not conform to any of the standards used in the engineering community as to schooling, information gained from working with other engineers, or the witness's personal experience. In rebuttal to the above, Respondent presented no experts of his own, but testified as to his disagreement with the analyses of Petitioner's experts. The testimony by Mr. Power and Mr. Driver is found to be accurate and descriptive of the defects in Respondent's performance. There are a few exceptions such as where local Brevard County practice differs from the experience of these experts, however, taken as a whole, the evidence clearly indicates Respondent's shortcomings for the most part. The testimony of the experts has established a series of defects in Respondent's performance which he has failed to satisfactorily rebut.
Recommendation Based on the foregoing Findings Of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that Respondent, RAYMOND HIRST, be placed on probation for one year, that he be reprimanded, and that he pay an administrative fine of $500.00. RECOMMENDED this 19th day of February, 1985 in Tallahassee, Florida. ARNOLD H. POLLOCK Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 FILED with the Clerk of the Division of Administrative Hearings this 19th day of February, 1985. COPIES FURNISHED: Carol L. Gregg, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Mr. Raymond Hirst 379 Franklyn Avenue Indiatlantic, Florida 32903 Fred Roche, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Allen R. Smith, Jr. Board of professional Engineers Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301
The Issue The primary issue for determination is whether Petitioner should be permitted to take the examination provided by Respondent to individuals seeking licensure as a certified residential contractor.
Findings Of Fact By certified mail letter dated September 8, 1989, Respondent's representative denied Petitioner's application to sitfor the residential contractor licensure examination. At all times pertinent to these proceedings, Petitioner has been licensed by Respondent as a certified underground utility contractor; a certified building contractor; a certified general contractor; a certified roofing contractor; and a certified plumbing contractor. At the present time, Petitioner's licenses as an underground utility contractor and a general contractor are inactive. Petitioner derives 60 percent of his income from consulting services and service as an arbitrator in negotiation and settlement of contracting industry disputes. Petitioner maintains that his credibility as a consultant and expert witness will be bolstered as a result of completing the specific examination for licensure as a residential contractor. Further, he maintains that possibilities of his selection as a arbitrator will also be enhanced as the result of such examination and licensure. Petitioner is also an instructor for an examination preparation organization designed to prepare individuals to pass various state and local contractor examinations, including the examination required for licensure as a certified residential contractor. Respondent's denial of Petitioner's application was predicated upon Petitioner's existing licensure status as a building contractor, as defined in Section 489.105(3)(b), Florida Statutes. As stated by Respondent's representative in the September 8, 1989 letter, Petitioner's statutory scope of work asa licensed building contractor "includes and surpasses that of a residential contractor as defined by Section 489.105(3)(c), Florida Statutes" and therefore submittal of an application for a residential contractor license did not serve the purpose of determining Petitioner's qualification for that license. An applicant who successfully completes the examination offered by Respondent for licensure as a general contractor has essentially demonstrated competency in the areas covered by Respondent's examinations for builder and residential contractor licensure. Such an applicant may be considered to have completed the examinations for competency to hold those licenses. At the final hearing, the parties stipulated that Respondent has reconsidered its denial, in part, and will issue a residential contractor license to Petitioner. While Petitioner will not be permitted to take the examination for residential contractor licensure, his previous test score from the general contractor examination will be used, by Respondent, to document Petitioner's competency as a residential contractor and to comply with statutory requirements 1/ for licensure that competency be ascertained by the applicant's completion of the appropriate examination.
Recommendation Based on the foregoing, it is hereby RECOMMENDED that upon issuance of a residential contractor's license to Petitioner, a final order be entered dismissing, as moot, any further proceedings in this cause. DONE AND ENTERED this 12th day of September, 1990, in Tallahassee, Leon County, Florida. DON W.DAVIS Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Fl 32399 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 12th day of September, 1990.
Findings Of Fact Respondent is a certified building contractor having been issued license No. CE C014020. Be was so licensed and was the qualifier for ARC Construction, Inc. at all times material to this proceeding. On July 25, 1980, Respondent, on behalf of ARC Construction, Inc., contracted with Mr. and Mrs. Richard Doyle to remodel a residence in St. Petersburg. The contract price was $43,180, plus extras of $1,525. Respondent was paid $1,500 initially and received draw payments of $4,318 on August 11, 1980, $8,636 on August 19, 1980, and $10,795 on September 3, 1980. These payments totaled $25,249, or about 58 percent of the basic contract amount and 56 percent of the contract price with add-ons. Respondent was obligated to pay suppliers and acknowledged this responsibility to the complainant, Mr. Richard Doyle, but advised him that he was having cash flow difficulties. Respondent's checks to Scotty's, dated August 10, 1980, for $2,518.28, and August 22, 1980, for $738.99, were dishonored by the bank. His check for approximately $5,000 to Florida Forest Products was likewise returned. Respondent failed to settle these accounts and the complainant was eventually obliged to do so in order to remove the liens on his property. Respondent ceased work on the project in mid-October, 1980, and was terminated by the complainant in January, 1981. At the time Respondent ceased work the project was 50 percent to 80 percent complete.
Recommendation Based on the foregoing, it is RECOMMENDED: That Petitioner enter a Final Order dismissing the Administrative Complaint. DONE and ORDERED this 29th day of April, 1983, in Tallahassee, Florida. R. T. CARPENTER, Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 29th day of April, 1983. COPIES FURNISHED: John O. Williams, Esquire 547 North Monroe Street Suite 204 Tallahassee, Florida 32301 James H. Thompson, Esquire 620 Madison Street Suite 2-C Tampa, Florida 33602 James Linnan, Executive Director Construction Industry Licensing Board Department of Professional Regulation Post Office Box 2 Jacksonville, Florida 32202 Frederick Roche, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301
