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STEVEN L. JOHNS vs DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION, CONSTRUCTION INDUSTRY LICENSING BOARD, 99-004164F (1999)
Division of Administrative Hearings, Florida Filed:Miami, Florida Oct. 01, 1999 Number: 99-004164F Latest Update: Jan. 08, 2001

The Issue Whether pursuant to Sections 57.111 or 120.595(1), Florida Statutes, Petitioner Rafael R. Palacios (Palacios) should be awarded reasonable costs and attorney's fees incurred in defense of an administrative proceeding against him that was initiated by the Respondent, Department of Business and Professional Regulation (Department). Whether pursuant to Section 120.595(1), Florida Statutes, Petitioner Steven L. Johns (Johns) should be awarded reasonable costs and attorney's fees incurred in defense of an administrative proceeding against him that was initiated by Respondent.

Findings Of Fact Petitioner, Steven L. Johns, is a Florida Certified General Contractor and the principal qualifier for C. G. Chase Construction Company (Chase Construction). In 1994, Chase Construction entered into a construction contract with Carnival Cruise Lines for an expansion project at the Port of Miami. Chase Construction subcontracted the mechanical work to R. Palacios & Company. Petitioner, Rafael R. Palacios, is the president, primary qualifier, and 100 percent stockholder of R. Palacios & Company. Palacios' principal place of business is located in Miami, Florida. In July and December 1998, Palacios employed less than 25 employees and had a net worth of less than $2,000,000. The contract for the Port of Miami project consisted of two phases. Phase I was to construct an arrival lobby and an enclosed walkway to a terminal. Phase II included the addition of boarding halls, the renovation of an existing elevated area, and the addition of baggage areas. A foundation permit had been pulled for Phase I. The foundation work was quickly completed, and Chase Construction representatives advised both the Port of Miami and Carnival Cruise Lines that they could go no further without a permit. Work stopped for a short period of time. In June 1995, a Representative from the Port of Miami called Chase Construction and told them to go to the Dade County Building and Zoning Department (Building Department) the next day to meet with Port of Miami officials, the architect, and building and zoning officials. Johns sent Dave Whelpley, who was a project manager and officer of Chase Construction. Palacios did not attend the meeting. Dr. Carlos Bonzon (Bonzon) was the director and building official of Dade County's Building Department during the majority of the construction activities at the Port of Miami by Chase Construction. As the building official, Dr. Bonzon gave verbal authorization for the work on the project to proceed above the foundation without a written permit. Inspections were to be done by the chief inspectors for Dade County. After the meeting with the Building Department officials in June 1995, Johns understood that authorization had been given by the building official to proceed with construction without a written permit. Work did proceed and inspections were made on the work completed. The Dade County Building Code Compliance Office (BBCO) had the responsibility to oversee Dade County's Building Department. In early 1996, an officer of the BBCO accompanied a building inspector during an inspection of the Port of Miami project. It came to the attention of the BBCO officer that no written permit had been issued for the project. The BBCO officer notified the chief of code compliance for Dade County. A written permit was issued for Phase II of the Port of Miami Project on February 6, 1996, at which time approximately 80 percent of the work had been completed. On the same date, Chase Construction issued a memorandum to its subcontractors to secure the necessary permits. Shortly after the permits were issued, an article appeared in the Miami Herald concerning the project and the lack of written permits. Respondent, Department of Business and Professional Regulation (Department) became aware of the situation as a result of the newspaper article and began an investigation. Diane Perera (Perera), an attorney employed by the Department since 1993 to prosecute construction-related professional license law violations, played a major role in determining and carrying out the Department's subsequent actions regarding the Port of Miami project and persons licensed by the Department who had been involved in the project. The Department opened investigations against eight Department licensees. Those licensees included two building officials, Bonzon, and Lee Martin; four contractors, Johns, Palacios, Douglas L. Orr, and D. Jack Maxwell; one engineer, Ramon Donnell; and one architect, Willy A. Bermello. By Administrative Complaint prepared by Perera and filed on September 9, 1997, before the Building Code Administrators and Inspectors Board (BCAIB), the Department charged Bonzon with various violations of Part XIII of Chapter 486, Florida Statutes, for having allowed above-grade construction on the project to proceed in the absence of approved plans and building permits. In conjunction with the Bonzon case, Charles Danger (Danger), a licensed professional engineer and Director of BBCO testified in a deposition that above-grade construction of the project had proceeded without a building permit and without approved plans in violation of Chapter 3, Section 301 of the South Florida Building Code. He also testified that Bonzon had exceeded his authority under the South Florida Building Code by authorizing the above-grade construction and that the contractors who performed the work did so in violation of the South Florida Building Code. The Department's charges against Bonzon were resolved through a settlement agreement, whereby Bonzon agreed to relinquish his building code administrator's license. A final order of the BCAIB accepting the settlement agreement was filed on July 2, 1998. In the settlement agreement, Bonzon specifically agreed that his interpretation of the South Florida Building Code provisions, including portions of Section 301, was erroneous. On June 24, 1998, the Department presented the Department's Case Number 97-17322 involving Johns to the Division I Probable Cause Panel (PCP) of the Construction Industry Licensing Board (CILB). The panel members on this date were Gene Simmons and Wayne Beigle. Stuart Wilson-Patton and Leland McCharen, assistant attorneys general, were present to provide legal advise to the PCP. The prosecuting attorney presenting the case to the panel was Perera. The Department was requesting a finding of probable cause against Johns for a violation of Section 489.129(1)(d), Florida Statutes, for knowingly violating the applicable building code by performing above-grade construction work on the Port of Miami project in the absence of approved plans and specifications. Prior to the meeting of the Division I PCP of the CILB, Perera had furnished the two panel members documentary evidence pertaining to the case, copies of which were received in evidence at the final hearing as Respondent's Exhibits 5 and 13, with the exception of a letter dated July 31, 1998, from Petitioners' attorney, Renee Alsobrook. Respondent's Exhibit 5 consisted of materials taken from the Bonzon and Lee Martin cases, including the transcript of the December 22, 1997, deposition of Charles Danger, who was the building officer for the BBCO from 1991 to 1998. Respondent's Exhibit 13 was the investigative file for the Johns' case. The Division I PCP discussed Johns' case and voted to request additional information regarding whether any fast track ordinance existed in Dade County, and if so, how it might have applied to the Port of Miami project. On June 24, 1998, the Division II PCP of the CILB met and discussed the Palacios case, which was designated as the Department's Case No. 97-17313. The members of the panel were James Barge and Richard Cowart. Mr. Wilson-Patton and Mr. McCharen were present to provide legal advise to the PCP. The prosecuting attorney presenting the case to the PCP was Perera. The Department was requesting a finding of probable cause against Palacios for violating Section 489.129(1)(d), Florida Statutes, by knowingly violating the applicable building code by performing above-grade construction work on the Port of Miami project in the absence of approved plans and a building permit. Prior to the Division II PCP meeting, the panel members were provided with materials which were received in evidence at the final hearing as Respondent's Exhibits 5 and 14, with the exception of letters dated July 31 and August 26, 1998, from Renee Alsobrook. Respondent's Exhibit 14 is the Department's investigative file on the Palacios case. Following a discussion of the Palacios case, one of the panel members made a motion not to find probable cause. The motion died for lack of a second, and the panel took no further action on the case that day. Pursuant to Section 455.225(4), Florida Statutes, the case was treated as one in which the PCP failed to make a determination regarding the existence of probable cause and was presented to Hank Osborne, Deputy Secretary of the Department, to make a determination whether probable cause existed. On July 2, 1998, Deputy Secretary Osborne found probable cause, and the Department filed an Administrative Complaint against Palacios, charging a violation of Section 489.129(1)(d), Florida Statutes. The Department never served Palacios with the Administrative Complaint filed on July 2, 1998. The Department did not notify Palacios that the Administrative Complaint had been filed and did not prosecute the Administrative Complaint. At the time the Administrative Complaint was filed, the Department believed that the Legislature was in the process of enacting legislation to repeal Section 489.129(1)(d), Florida Statutes. Chapter 98-419, Laws of Florida, which became law on June 17, 1998, repealed Section 489.129(1)(d), Florida Statutes, effective October 1, 1998. Because of the repeal and the lack of a savings clause for pending cases, the Department determined that as of October 1, 1998, the Department did not have authority to take disciplinary action based on a violation of Section 489.129(1)(d), Florida Statutes. On December 18, 1998, the Department presented the Department's Case Nos. 97-17133 and 97-1732 to the PCPs for a second time with a recommendation to find probable cause that Johns and Palacios had violated Section 489.129(1)(p), Florida Statutes, for proceeding on any job without obtaining applicable local building permits and inspections. Mr. McCharen was present to provide legal advice to the PCPs. Ms. Perera was also present during the meetings of the PCPs. Documentary materials presented to the PCP considering Palacios' case included the materials on the Bonzon and Martin cases which had been previously presented to the PCP panel in June 1998 and the investigative files on Palacios. The investigative file included letters with attachments from Palacios' attorney Rene Alsobrook concerning the materials contained in the Bonzon and Martin cases as they related to Palacios and the investigative file on Palacios. Additionally, the investigative file contained a report from Frank Abbott, a general contractor who had been asked by the Department to review the file on Palacios. Mr. Abbott concluded that Palacios had violated several provisions of Chapters 489 and 455, Florida Statutes, including Section 489.129(p), Florida Statutes. The PCPs found probable cause in the Johns and Palacios cases. On December 23, 1998, the Department filed administrative complaints against Palacios and Johns alleging violations of Section 489.129(1)(p), Florida Statutes. The cases were forwarded to the Division of Administrative Hearings for assignment to an administrative law judge. Palacios and Johns claimed that they were relying on the authorization from Bonzon when they proceeded on the above-grade construction work. No formal administrative hearing was held on the administrative complaints filed on December 23, 1998. On December 18, 1998, a Recommended Order was issued in the related case against Lee Martin, Department Case No. 97-11278, finding that Mr. Martin, the building official who replaced Bonzon and assumed responsibility for the Port of Miami project, had the discretion to allow the remaining construction to proceed while taking action to expedite the plans processsing. A Final Order was entered by the Department dismissing all charges against Mr. Martin. On February 26, 1999, Petitioners Palacios' and Johns' Motions to Dismiss and Respondent's responses were filed. The Motions to Dismiss did not request attorney's fees or costs and did not reference Section 120.595(1), Florida Statutes. The motions did contain the following language: The DBPR has acted in an improper and malicious manner by precluding the Respondent from asserting his response to the second draft Administrative Complaint and requesting the Panel to find probable cause for reasons other than whether there was probable cause to believe the Respondent violated specific disciplinary violations. On March 19, 1999, the cases were consolidated and noticed for hearing on May 12-13, 1999. Section 489.129, Florida Statutes, was amended during the 1999 legislative session to provide: A contractor does not commit a violation of this subsection when the contractor relies on a building code interpretation rendered by a building official or person authorized by s. 553.80 to enforce the building code, absent a finding of fraud or deceit in the practice of contracting, or gross negligence, repeated negligence, or negligence resulting in a significant danger to life or property on the part of the building official, in a proceeding under chapter 120. . . . On April 15, 1999, the Department filed a Motion for Leave to Revisit Probable Cause Panel and to Hold in Abeyance. On April 20, 1999, Petitioners filed a response, stating they did not object to the granting of the motion to hold in abeyance. The final hearing was cancelled, and the cases were placed in abeyance. On May 24, 1999, the Department submitted a Status Report, stating that the cases would be placed on the next regularly scheduled PCP meeting scheduled for June 16, 1999. By order dated May 25, 1999, the cases were continued in abeyance. On July 1, 1999, Palacios and Johns filed a Status Report, indicating that the cases would be presented to the PCPs sometime in July and requesting the cases be continued in abeyance for an additional 30 days in order for the parties to resolve the issues. On July 30, 1999, Palacios and Johns filed a Status Report, stating that the cases were orally dismissed on July 28, 1999, and that a hearing involving issues of disputed facts was no longer required. Based on Johns' and Palacios' status report, the files of the Division of Administrative Hearings were closed by order dated August 3, 1999. No motion for attorney's fees and costs was filed during the pendency of the cases at the Division of Administrative Hearings. On August 3, 1999, orders were entered by Cathleen E. O'Dowd, Lead Attorney, dismissing the cases against Palacios and Johns.

Florida Laws (9) 120.569120.57120.595120.68455.225489.129553.8057.10557.111
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DEPARTMENT OF BUSINESS AND PROFESSIONAL REGULATION, BUILDING CODE ADMINISTRATORS AND INSPECTORS vs JAMES L. BROWN, 98-005629 (1998)
Division of Administrative Hearings, Florida Filed:Stuart, Florida Dec. 23, 1998 Number: 98-005629 Latest Update: Apr. 10, 2001

The Issue Whether the Respondent committed the violation alleged and, if so, what penalty should be imposed.

Findings Of Fact The Petitioner is the state agency charged with the responsibility of regulating building code administrators and inspectors. At all times material to the allegations of this case, the Respondent was either an applicant for licensure or held a building inspector license, license number BN 0002765. At all times material to this case, the Respondent was employed by the Martin County Building Department as a Building Inspector. Harriet R. Edwards owns a residence located at 2595 Hickory Avenue, Jensen Beach, Florida. This home is located in Martin County, Florida. At some point in early 1996, it became Ms. Edwards' desire to construct an addition to her residence. She retained a contractor to perform the work and returned to Ohio during the time of the construction. When Ms. Edwards returned to Florida she was dissatisfied with the quality of the work. Mr. Joyce, Ms. Edwards' friend, expressed that they had expressed a desire for, and requested only, a high quality of work for the addition to Ms. Edwards' home. Upon investigation it was discovered that the permit card located at the construction site had been initialed by the Respondent. All of the inspections listed on the permit card occurred prior to December 17, 1996. The Respondent was issued a provisional license to perform building inspections on or about December 17, 1996. All of the inspections initialed by the Respondent had been performed by another inspector employed by the Martin County Building Department, Bobby T. Chambers. Mr. Chambers was fully licensed at the times of the inspections and acted as the Respondent's training supervisor. The Respondent accompanied Mr. Chambers during a training period during which time Mr. Chambers was to instruct the Respondent in the procedures and practices of the Martin County Building Department. At all times material to the allegations of this complaint, the Martin County Building Department allowed unlicensed employees to assist its inspectors at construction sites. Such employees were authorized to initial permit cards and to radio to the main office the information regarding inspections performed at the job sites. Because of this informal and haphazard reporting system the official records maintained by the County falsely reflected that the Respondent had performed the inspections listed in this Administrative Complaint. He did not. The records were maintained inaccurately. By initialing the permit card and transmitting the information to the County, the Respondent was performing his duties as an employee-in-training and as directed by his supervisors. The Respondent did not intend to mislead officials and did not intend to file a false report required by law. As a result of the flawed training system used by the Martin County Building Department, this Respondent initialed permit documents prior to licensure.

Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that the Department of Business and Professional Regulation, Building Code Administrators and Inspectors Board, enter a final order dismissing the Administrative Complaint against this Respondent. DONE AND ENTERED this 23rd day of October, 2000, in Tallahassee, Leon County, Florida. J. D. Parrish 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 23rd day of October, 2000. COPIES FURNISHED: Dorota Trzeciecka, Esquire Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399 Michael A. Rodriguez, Esquire County Attorney's Office 2401 Southeast Monterey Road Stuart, Florida 34996 Leif Grazi, Esquire LAW OFFICES OF GRAZI & GIANINO, P.A. 217 East Ocean Boulevard Stuart, Florida 34995 Anthony B. Spivey, Executive Director Building Code Administrators and Inspectors Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792 Barbara D. Auger, General Counsel Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792

Florida Laws (1) 468.621
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CONSTRUCTION INDUSTRY LICENSING BOARD vs. DAVID COBB, 79-002403 (1979)
Division of Administrative Hearings, Florida Number: 79-002403 Latest Update: May 30, 1980

The Issue Whether the Respondent willfully violated local building codes and abandoned a job.

Findings Of Fact David Cobb is a registered general and registered roofing contractor with the Florida Construction Industry Licensing Board. The job in question was done in Gainesville, Florida. Gainesville has a local building code, having adopted the Southern Standard Building Code, but does not have a local competing board. Cobb entered into a contract with John Larramore for a room addition to Larramore's home. Larramore paid Cobb a total of $2,475.84 on the job which was priced as $4,080.24, an amount which included the price of floor covering which both parties acknowledged would be purchased by Larramore and deducted from the monies paid Cobb. Cobb began work on the project. Larramore was not happy with the craftsmanship on the job, which was overseen by Cobb's foreman. Eventually, Larramore contacted a friend who was a contractor. This friend indicated to Larramore that the job should be inspected by the building inspectors of Gainesville, and Larramore contacted the Building Department of Gainesville. Pending inspection by the Department, Larramore told Cobb to stop work until he was contacted again. The chief building official, Leslie Davis, inspected the Larramore job on May 4, 1979. He found several violations of the local building code. Davis was accompanied by the Board's investigator, Herman Cherry. Davis contacted Cobb and advised him to correct the code violations. Davis sent Cobb a letter on May 10, 1979, outlining the violations and giving Cobb 14 days to correct these violations. See Exhibit 5. Cobb tried to contact Larramore by telephone without success concerning correction and completion of the job. Eventually, Cobb wrote Larramore an undated letter, Exhibit 4, which was written after the inspection by Davis and Cherry on May 4, 1979. Larramore was uncertain of the date he received the letter but did acknowledge it was after the Davis/Cherry inspection. Larramore did not contact Cobb after he received Cobb's letter. Instead, he contracted with another contractor to complete the job. This contractor began work on May 17, 1979.

Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, the Hearing Officer recommends that the Florida Construction Industry Licensing Board take no action against David Cobb. DONE and ORDERED this 9th day of April, 1980, in Tallahassee, Leon County, Florida. STEPHEN F. DEAN, Hearing Officer Division of Administrative Hearings Room 101, Collins Building Tallahassee, Florida 32301 (904) 488-9675 COPIES FURNISHED: Michael E. Egan, Esquire 217 South Adams Street Mr. David Cobb Post Office Box 1306 16146 James Couzens Freeway Tallahassee, Florida 32301 Detroit, Michigan 48221

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CONSTRUCTION INDUSTRY LICENSING BOARD vs LOUIS GORDON, 90-002813 (1990)
Division of Administrative Hearings, Florida Filed:Miami, Florida May 08, 1990 Number: 90-002813 Latest Update: Sep. 27, 1990

The Issue Whether Respondent committed the offenses described in the administrative complaint? If so, what disciplinary action should be taken against him?

Findings Of Fact Respondent is now, and has been since 1982, a roofing contractor licensed to practice in the State of Florida. He holds license number RC 0041149. At all times material hereto, Respondent has been the licensed qualifying agent for Reinforcement Roofing and Painting Company (Reinforcement). On or about November 29, 1987, Reinforcement, through Respondent, entered into a written contract with Wayne Leidecker in which it agreed, for $4,655.00, excluding permit fees and taxes, to replace the roof on Leidecker's residence, located at 18280 S.W. 202nd Street in Miami, Florida. Shortly thereafter, Reinforcement obtained a permit from the Metropolitan Dade County Building and Zoning Department to perform the work specified in the contract. It then proceeded to begin work on the project. The felt underlayer of the new roof was improperly installed. Reinforcement laid the shingles over this improperly installed felt underlayer without first calling for a tin cap/anchor sheet inspection, in willful violation of the local building code. The result was a roof having a "wavy" appearance. To make matters worse, some of the shingles were not properly fastened to the roof deck. Furthermore, the metal eaves and gable drips were installed too close to the facie in violation of the local building code. The work on the Leidecker project, which was performed under the supervision of Respondent, was completed in January, 1988. The job, however, having been done in an incompetent manner, failed its final inspection. Efforts were subsequently made by Reinforcement, under the direction of Respondent, to correct the foregoing problems. These efforts were inadequate and unsuccessful. Consequently, the project was still unable to pass a final inspection. Leidecker was growing increasingly impatient. In the latter part of 1988, he had Charles H. Walton, the Vice-President of Bob Hilson & Company, Inc., examine the roof. Based upon his examination, Walton concluded, in a written report which he gave Leidecker, that "[d]ue to all of the above deficiencies, South Florida Building Code infractions and the waviness of the shingles, the only way that I can truthfully say that this roof can be properly corrected is to remove this existing shingle roof entirely to a smooth workable surface and reinstall a new 3-tab, 20 year type fungus resistant fiberglass shingle roof system, that meets all of the South Florida Building Code specifications and manufacturers' requirements." This was consistent with what Leidecker had been told by the building inspectors who had previously inspected the roof. Accordingly, after receiving Walton's report, Leidecker refused to allow Reinforcement to do any further patchwork on the roof. He expected Reinforcement to take the removal and reinstallation measures Walton had recommended in his written report. He would accept nothing less. By letter dated July 14, 1989, Respondent was informed that a formal hearing would be held before the Dade County Construction Trades Qualifying Board (CTQB) on the following four charges filed against him relating to the Leidecker project: Between November 28, 1987 and January 31, 1989, Reinforcement Roofing & Painting, Co., and/or Louis Gordon as the Qualifying Agent there for as a Roofing and Painting Contractor did unlawfully violate Section 3401.4(c) of the South Florida Building Code (SFBC) by failing to obtain the final roofing inspection required at a roofing job located at 18280 S.W. 202nd Street Miami, Dade County, Florida; said violation evidencing a failure to maintain the affirmative condition of honesty, integrity and good character as required for the issuance of a certificate of competency under Section 10-16(a) of the Code of Metropolitan Dade County. Between November 28, 1987 and January 31, 1989, Reinforcement Roofing & Painting, Co., and/or Louis Gordon as the Qualifying Agent there for as a Roofing and Painting Contractor did unlawfully violate Section 3403.3(h)(2) of the South Florida Building Code (SFBC) by failing to imbed sheets of roofing felt without wrinkles or buckles as required at a roofing job located at 18280 S.W. 202nd Street, Miami, Dade County, Florida; said violation evidencing a failure to maintain the affirmative condition of honesty, integrity and good character as required for the issuance of a certificate of competency under Section 10-16(a) of the Code of Metropolitan Dade County. Between November 28, 1987 and January 31, 1989, Reinforcement Roofing & Painting, Co., and/or Louis Gordon as the Qualifying Agent there for as a Roofing and Painting Contractor did unlawfully violate Section 3408.3(c) of the South Florida Building Code (SFBC) by failing to install metal eave and/or gable drips so the bottom of said metal drips did not touch facie and did [not] have the minimum of a one-half inch clearance from the structure as required at a roofing job located at 18280 S.W. 202nd Street, Miami, Dade County, Florida; said violation evidencing a failure to maintain the affirmative condition of honesty, integrity and good character as required for the issuance of a certificate of competency under Section 10-16(a) of the Code of Metropolitan Dade County. Between November 28, 1987 and January 31, 1989, Reinforcement Roofing & Painting, Co., and/or Louis Gordon as the Qualifying Agent there for as a Roofing and Painting Contractor did unlawfully violate Section 10-22(a) of the Code of Metropolitan Dade County, Florida, in that they did fail to fulfill their contractual obligation to honor a six (6) year warranty in connection with roofing work done on the residence located at 18280 S.W. 202nd Street, Miami, Dade County, Florida. The hearing on these charges was held as scheduled on August 10, 1989. The CTQB found Respondent guilty of Charges 1, 2 and 3 and not guilty of Charge The following penalties were imposed: Charge 1- six-month suspension of Respondent's personal and business certificates and a fine of $1,000.00; Charge 2- six-month suspension of Respondent's personal and business certificates and a fine of $250.00; and Charge 3- official letter of reprimand and a fine of $250.00. In addition, he was directed to pay $257.00 in administrative costs. On October 12, 1989, Respondent made another appearance before the CTQB. He made a request that the foregoing penalties be reduced. His request was granted. The CTQB "lifted" his suspension, but with the caveat that if he did not timely pay his fines the suspension would be reinstated. Respondent failed to make timely payment. As a result, his suspension was reinstated. Neither Reinforcement, nor Respondent in his individual capacity, has yet to take the measures necessary to correct the problems with the Leidecker roof that were caused by the shoddy work done under Respondent's inadequate supervision. Respondent has been disciplined on two separate, prior occasions by the Construction Industry Licensing Board for conduct unrelated to that which is the subject of the charges filed against him in the instant case. On February 12, 1986, the Board issued a final order in Case No. 0053301 imposing a $250.00 administrative fine upon Respondent. On June 16, 1988, in another case, Case No. 81135, the Board fined Respondent $500.00 for violating the provisions of Section 489.129(1)(i), Florida Statutes.

Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is hereby RECOMMENDED that the Construction Industry Licensing Board enter a final order finding Respondent guilty of the violations of Section 489.129, Florida Statutes, charged in the instant amended administrative complaint and suspending Respondent's license for a period one year and imposing upon him a fine in the amount of $3,500.00 for having committed these violations. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 27th day of September, 1990. STUART M. LERNER 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 September, 1990.

Florida Laws (4) 489.105489.115489.119489.129
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CONSTRUCTION INDUSTRY LICENSING BOARD vs. DANIEL FOWLER, 81-002991 (1981)
Division of Administrative Hearings, Florida Number: 81-002991 Latest Update: Dec. 04, 1990

Findings Of Fact Daniel Fowler, a general contractor licensed in Florida (T. 289), qualified Raben-Pastal, A Joint Venture, under license No. CG CA15439 on August 15, 1980, and renewed the license for the period 1981 to 1983. Petitioner's Exhibit No. 1. At all pertinent times, he was employed as a construction superintendent for Raben-Pastal, at a residential development in the City of Coconut Creek known as The Hammocks at Coconut Creek, Phase II (The Hammocks), and answered to Paul Pariser, president both of Raben Builders and of Pastal Construction, Inc., and himself a general contractor licensed in Florida. Before construction began, Raben-Pastal secured a building permit for a two- story building (No. 280-81), Petitioner's Exhibit No. 2, on February 19, 1981, and for a four-story building (No. 344-81), Petitioner's Exhibit No. 3, on March 4, 1981. Respondent personally signed the applications, listing certificate of competency No. CG CA15439 on each. PLANS CHANGE After work had begun, Raben-Pastal decided on a change of floor plan for the two-story building. Their architect, Donald Bryan, approached James Cowley, Director of Planning and Zoning, and building official for the City of Coconut Creek. Mr. Bryan offered the building official an amended floor plan, but, after discussing it, the two men agreed that new elevations were involved as well as plumbing location changes, which should be reflected on additional drawings. Thereafter, Mr. Bryan "went back and submitted an entirely new set of working drawings and all of the architectural sheets to reflect" (T. 246) the changes. Eight or nine of the twelve pages in the amended application differed from the original application. The only structural change was in the balcony areas. (T. 238.) At the time the change of plans application was submitted on February 27, 1981, Petitioner's Exhibit No. 4, work on the two-story building had progressed through completion of the foundation. STOP WORK ORDER ENTERED On March 2, 1981, Mr. Cowley wrote and had delivered by hand a letter to "Daniel Fowler, Raben/Pastal" in which he stated: Please be advised that until such time that the Revised Plans have been reviewed and approved, permit #280-81 is suspended and that the previously approved plans are to be considered disapproved. All work on the building shall cease immediately. A notice to this effect will be attached to the permit board as of this date. While in all probability a new permit fee will not be necessary the standard plan examination fee shall be required prior to the resumption of work. For your reference, the following are the applicable South Florida Building Code 1/ Sections, 302.1(E), 302.4(H), 303.4 and 304.4 (A)(B). Petitioner's Exhibit No. 5. The following day, Mr. Pariser wrote Mr. Cowley, as follows: In response to your letter of March 2nd, it is our opinion that stopping work on the building under code numbers 301.3, 302.3, 303.4 and 304.4 is invalid. We have contacted both our architect and structural engineer and confirmed that the 2 story revised plans have no revisions to the super structure. Since for the next 3 weeks we are doing nothing but super structure work, and certainly within that time frame, you will have had enough time to process the revised plans, we will continue to build the building as per permit #280-81 with our independent inspector making inspections per the South Florida Building Code requirements. . . Respondent's Exhibit No. 16. Mr. Pariser wrote Mr. Cowley a second letter on March 3, 1981, to the same general effect enclosing a letter signed by the building's architect and an engineer, which "represent[ed] that there are no structural changes outside of a minor slab configuration." Respondent's Exhibit No. 17. On March 4, 1981, Mr. Cowley wrote Mr. Pariser, with a copy to Mr. Fowler, as follows: I am in receipt of your letter of March 3, 1981, wherein you stated the stop work order issued pursuant to my letter of March 2, 1981 was invalid. My position, of course, is that my action was not only valid, but in fact mandated by code. After meeting with your architect, Mr. Bryan, I propose the following solution. The stop work order will remain in effect for Construction only, i.e. steel re-inforcement, concrete, etc. could not be placed. Site work could continue i.e. soil preparation, filling, compacting, placing of batter boards, excavation for footings and forming. If the above meets with your approval, please acknowledge. Respondent's Exhibit No. 15. To this, Mr. Pariser responded the following day with this letter: In response to your letter of March 4th, the construction that we are proceeding with is just the very 1st floor lift of columns. That lift of columns is the same as shown on the plans for permit #280-81. There is no reason why you could not look at the set of plans you now have in your office for permit #280-81 and make a determination on the number of bars, sizing and location of same. I believe there is a total of 23 columns. Independent of this, you have already received a letter from our architect and an independent engineer stating that these columns will remain the same and you will have an independent engineer's inspection signed off on the permit card. My sincere appreciation for your understanding and return of this letter with your signature below acknowledging acceptance. If however, there is any further harassment in this matter, we will have no alternative but to invoke Chapter 71-575 Section 4 a of the South Florida Building Code, which states in part. . ."if any elected or appointed officials prohibit by any means, directly or indirectly, the use of any materials, types of construction and methods of design authorized by the code or alternate materials, types of construction and methods of design approved by the provisions of the Code, then the elected or appointed official may be removed from office for nonfeasance, misfeasance or malfeasance in office". . .Respondent's Exhibit No. 19. On March 10, 1981, the amended plans were approved. After still further correspondence, Mr. Cowley wrote Mr. Pariser, with a copy to Mr. Fowler, advising that "receipt of the required $200.00 Plan Exam Fee. . .re[s]cinded the suspension of Permit #280-81," Petitioner's Exhibit No. 8, effective April 7, 1981. STOP WORK ORDER VIOLATED By the time the stop work order was rescinded, the two-story building's superstructure was finished. No work accomplished before April 7, 1981, differed from that called for in the original plans. Through respondent and others, Raben-Pastal placed steel-reinforced concrete and performed other work in violation of the stop work order, without testing the validity of the order before the Board of Rules and Appeals or by initiating mandamus or other judicial proceedings. Respondent directed and participated in this work deliberately and with awareness that a stop work order was outstanding. At no time between March 2, 1981, and April 7, 1981, was anybody aware of the design defects that later came to light. STRUCTURAL PROBLEMS In late April of 1981, Coconut Creek's Mr. Cowley learned of cracking in concrete slabs around columns in both the two-story and the four-story buildings. By this time, roof slabs on both buildings had been poured, but neither ground slab had been finished. On the city's behalf, Mr. Cowley engaged D. E. Britt & Associates, consulting engineers, to examine the buildings. After Duncan Britt telephoned to say the buildings should be shored, Mr. Cowley orally advised respondent Fowler that shoring was necessary, on May 6 or 7, 1981. SHORING ORDERED On May 7, 1981, Mr. Cowley wrote and caused to be delivered by hand to Paul Pariser a letter in which he stated: I have just received instructions from Mr. Britt of D. E. Britt and Associates to the effect that a minimum of four shores must be placed around ALL columns in the above referenced buildings. Said shores shall be placed immediately and remain in place until such time that the structural adequacy evaluation has been completed. Petitioner's Exhibit No. 10. A copy of this letter reached Mr. Fowler on May 8, 1981. On May 11, 1981, Mr. Pariser replied: I am in receipt of your letter of May 7, 1981, please be advised that even though Raben-Pastal is respecting your wishes as to the reshoring, we would like to know specifically by what basis in South Florida building code you are requesting same. Also, what is the time frame which we can expect to have this lifted? Respondent's Exhibit No. 6. In a separate letter dated May 11, 1981, Mr. Pariser wrote Mr. Cowley: I take exception to the fact that you have predetermined that there are structural deficiencies. According to Mr. Bromley, our structural engineer, both buildings, as they stand now, are structurally sound. We, at Raben-Pastal, will stop work on anything that is related to column and plate slabs until the Britt analysis has been submitted. Respondent's Exhibit No. 8. Also on May 11, 1982, in response to a mailgram from respondent Fowler, Mr. Cowley wrote respondent to the effect that his order requiring shores around columns should not be construed as a stop work order. Respondent's Exhibit No. 7. A mailgram confirmation stamped received May 12, 1981, states, over respondent's name: Per your instructions requiring 4 post shores to be placed around our columns on building C-46 and C-47, Raben-Pastal will immediately commence this remedial work. Respondent's Exhibit No. 5. During this period, the engineers advising Raben-Pastal continued to believe that both buildings were sound and this was communicated to Messrs. Fowler and Pariser. FIRST-STORY CEILING SLAB ESSENTIALLY UNSHORED Mr. Cowley, Duncan Britt, Ron Thomas, and Henry A. Luten, Britt's chief engineer, among others, visited the site of the four-story building on May 14, 1981. The building was 240-feet long and had more than 30 columns; the slab on grade had still not been poured. The upper floors had been shored, possibly in the process of flying the forms, but there were no more than two or three shores in place underneath the lowest slab then poured, i.e., the first-story ceiling. If done properly, shoring would have begun at ground level with shores placed on the concrete pads around the columns; work would have progressed upward floor by floor; and no more than two or three shores a day, on average, would have been dislodged by the contraction and expansion of concrete in response to temperature changes. Shoring upper floors without shoring the bottom floor may have enhanced rather than diminished the risk that the building would fall. On May 15, 1981, Mr. Cowley wrote respondent Fowler, as follows: Yesterday, May 14, Mr. Britt, Mr. Ludin [sic], Mr. Thomas and I made an inspection of the above referenced buildings. We were appal[l]ed to find that our reshoring instructions had not been carried out on the ground floor of the four story building, permit number 344-81. Considering that a potentially hazardous situation exists, you leave me no choice but to issue the following order. YOU SHALL IMMEDIATELY SHORE THE GROUND AND SECOND FLOOR COLUMNS IN THE FOLLOWING MANNER: TWO (2) SHORES ON EACH SIDE AND ONE (1) ON EACH END. ALL SHORES ARE TO BE WEDGED TIGHTLY IN PLACE. GROUND FLOOR SHORES ARE TO BARE [sic] ON FOUNDATION. Failure to comply will result in a Stop Work Order which will remain in effect until such time the engineer of record, Mr. Arthur Bromley, determines what measures are required to correct the existing structural deficiencies. Petitioner's Exhibit No. 11. To this letter Mr. Fowler replied, also on May 15, 1981: Please be advised pursuant to your letter of today, that to the best of my knowledge we proceeded to a completed state, the shoring on both C-46 [the four-story building] and C-47 [the two-story building] per your request on May 7th. It may appear, without further investigation, that for whatever reason some of the shor[e]s may have come loose, however in your letter of May 7th, not received until May 8th, you asked for all columns in both the 2 story and 4 story buildings, with no mention of the bearing on the foundation. As you well know, your letter was untimely since we had poured our slab on C-47 on the 7th of May and have shored from the slab on grade, on certified compacted sub soil to the 1st raised slab. However in this new letter you are only asking for 2 floors of the 4 story building. Am I to understand that that is the total requirement? On May 7th your letter, specific in nature, required only 4 shor[e]s and this new letter requires 6 shor[e]s. Which is it? Respondent's Exhibit No. 10. The last hour of the working day on May 15, 1981, Mr. Fowler ordered all his men to spend shoring the four-story building. Just how much additional time was devoted to shoring was not clear from the evidence. On May 16, 1981, respondent Fowler wrote Mr. Cowley that "we have already expended. . .64 man hours in reshoring these buildings per your specifications." Respondent's Exhibit No. 11. At the final hearing, however, Mr. Fowler testified that, on May 7, 1981, "five men working on the two buildings [did] nothing but shoring. . .four of those men eight hours and one of those men for four hours," (T. 304-305) (May 7: 36 hours); on May 8, 1981, "seven men working on the shoring on the two buildings for a period of time varying between six and eight hours per man," (T. 305) (May 8: 42 to 56 hours); on May 9, 1981, "five men for half a day. . .[did] nothing but shoring on the two buildings," (T. 305) (May 9: 20 hours); on May 11, 1981, "five men working on shoring for a period varying between five hours and eight hours on the two buildings," (T. 306) (May 11: 25 to 40 hours); on May 12, 1981, "six men working on the shoring. . .one man at four hours and one man at five hours and four men at eight hours," (T. 306) (May 12: 41 hours); on May 13, 1981, "five men working on shoring. . .two for four hours and three for eight hours," (T. 306) (May 13: 32 hours); and, on May 15, 1981, seven men each working one hour (May 15: 7 hours). In short, respondent testified at hearing that 203 hours, at a minimum, were spent shoring both buildings from May 7, 1981, through May 15, 1981. This testimony has not been credited because of the witness's interest, because it exceeds by a factor of three the contemporaneous estimate or claim in Respondent's Exhibit No. 11, and because it does not square with the time sheets, Respondent's Exhibit No. 26, or with the progress reports, Respondent's Exhibit Nos. 27 and 28, on which Mr. Fowler purported to base his testimony. Mr. Goode was one of the workmen who eventually placed shores in the four-story building, working from the ground up. Read most favorably to respondent, Mr. Goode's testimony was that two men could shore one floor of the four-story building in seven hours. This, too, supports the view that Mr. Fowler's testimony about shoring was grossly exaggerated. The record is clear, however, that work of some kind, including work that was not shoring nor incident to the load test nor remedial took place on and under the four-story building between May 7, 1981, and May 15, 1981, thereafter. See Respondent's Exhibit Nos. 26-28; Testimony of Goode, Williams, Fowler. LOAD TEST As late as May 16, 1981, Mr. Pariser wrote Mr. Cowley that "Bromley's letter. . .coupled with the inspection reports list. . .should, beyond a doubt, put your mind, and anyone else's mind, at ease that the buildings. . .are structurally sound." Respondent's Exhibit No. 13. About a week later, a load test was begun by a testing laboratory using criteria agreed on by Henry A. Luten for the City and by Arthur H. Bromley for Raben-Pastal. In order to perform the load test, the shoring under two bays was removed and scaffolding was erected in its place. Afterward, the scaffolding was removed and shores were reinstalled. LAWYERS' MISUNDERSTANDING Construction at The Hammocks had received increasingly strident publicity, depressing sales of prospective condominium apartments. Raben-Pastal was concerned that premature disclosure of the results of the load test might aggravate the situation. John R. Young, Esquire, raised the matter with Paul Stuart, Coconut Creek's city attorney. Mr. Young proposed that the city be represented at the test by its consulting engineers but that no city employee observe the test, against the possibility that a Sunshine Law disclosure requirement would result in dissemination of a public employee's notes or report on the load test, before those conducting the test had been afforded time to evaluate the significance of things like cracks. Mr. Stuart agreed to communicate this proposal to Mr. Cowley and did in fact do so. Mr. Stuart left town, and Mr. Young eventually assumed that his proposal had been accepted. That it had been accepted, he told Mr. Pariser in Mr. Fowler's hearing as fact. Messrs. Pariser and Fowler were surprised to learn then, on the day of the load test, that Ron Thomas, chief building inspector of Coconut Creek, had accompanied Benjamin Eigner, an employee of D. E. Britt & Associates, to the site. Raben-Pastal employees confronted Mr. Thomas, at the edge of the property, and Lee Smith radioed Mr. Pariser's office. Mr. Fowler went to the scene of the controversy and Mr. Pariser telephoned the police. After the police arrived and while Mr. Fowler was talking to a policeman, Mr. Thomas started in the direction of the load test being performed on the second floor of the four-story building; Mr. Fowler ran toward the building and physically interposed himself, blocking Thomas's way. At this juncture, Mr. Fowler was arrested. He was eventually acquitted of criminal charges arising out of this episode. BUILDER'S ENGINEER STOPS TEST Mr. Bromley, who was also on site for the load test, recommended to Raben-Pastal that it be stopped before completion, because "the deflection was at a point that if there was anything further, it would cause permanent structural damage." (T. 234.) Most of the engineers involved later came to agree that there was insufficient post-tension cable in the slabs and that there was a "punching shear problem," a 122-percent "over-stress in the punching shear area." (T. 238.) Punching shear occurs when the "concrete that adheres around the column leaves the rest of the floor area or the floor area separates from the concrete that adheres to the column," (T. 235) with the collapse of the building a possible result. Raben-Pastal's own engineer testified at the hearing that, "It was a dangerous situation, yes." (T. 235.) (Widening the columns eventually remedied the problem.) SECOND STOP WORK ORDER ENTERED On May 28, 1981, Mr. Cowley wrote Mr. Pariser that he had visited the site on Sunday, May 25, 1981, found it deserted and "observed that the load test had very prudently been stopped slightly past the half way point." Petitioner's Exhibit No. 12. The letter continued: With this knowledge, I have no choice but to place you on notice that the above referenced buildings are unsafe and constructed in a dangerous manner. Pursuant to section 201.9 of the South Florida Building Code and more specifically the fact that over-stressing and a danger of collapse was emminent [sic] if loading were continued. During a meeting held on May 27, 1981, with Mr. Britt, Mr. Luten, Mr. Rodriguez, Mr. Bromley, Mr. Adams and myself in attendance, Mr. Bromley concluded that all work on the above referenced be stopped, with the exception of remedial repairs and additional testing if necessary until further notice. I am in complete accord and do so order. Petitioner's Exhibit No. 12. By the time Mr. Pariser received this letter, he had already ordered all work stopped on or under both buildings, except for shoring, testing, or remedial work. Neither he nor respondent ever authorized any work in violation of the stop work order of May 28, 1981. On June 1, 1981, the day after respondent returned from vacation, Mr. Thomas visited the site and observed and photographed a workman standing on the ground underneath the four-story building, even though respondent had personally ordered everybody to stay out except for replacing shores as necessary. On or before May 29, 1981, the scaffolding installed for the load test had been removed and most, but not all, of the shores had been replaced. Some rested, however, not on the concrete pads around the columns but on scrap lumber and pieces of plywood. Also on June 1, 1981, at least one workman went underneath the four-story building to fetch a piece of PVC pipe.

Recommendation Upon consideration of the foregoing, it is RECOMMENDED: That petitioner suspend respondent's license for six months. DONE AND ENTERED this 3rd day of September, 1982, in Tallahassee, Florida. ROBERT T. BENTON, II 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 3rd day of September, 1982.

Florida Laws (1) 489.129
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CONSTRUCTION INDUSTRY LICENSING BOARD vs. ROGER S. WILLIAMS, 81-002194 (1981)
Division of Administrative Hearings, Florida Number: 81-002194 Latest Update: Sep. 03, 1982

Findings Of Fact At all times relevant hereto, Respondent, Roger S. Williams, held registered building contractor license number RB0026339 issued by Petitioner, Department of Professional Regulation, Construction Industry Licensing board, authorizing him to perform contracting under his individual name. Respondent, Frederick S. Schreiner, held certified general contractor's license numbers CG C004811 and CG CA04811 also issued by Petitioner authorizing him to perform contracting under his individual name and under Cape Development Corporation. Williams served as president of Architectural Builders, Inc. (ABI), a development firm located in Palm Bay, Florida. Schreiner was engaged in the contracting business generally in the Brevard County, Florida area. He has done construction work for ABI and Williams for the past eight or nine years. ABI held no licenses from either the state or local governments. On October 31, 1979, ABI entered into a construction contract with Jack and Stella Oleksy to construct a home at 842 South Becker Street, Palm Bay, Florida. The contract was approved by R. S. Williams as president of ABI. At a later undisclosed date, Williams attempted to pull a City of Palm Bay building permit on behalf of ABI. Whether the City gave formal or informal approval at that point is not clear; in any event the construction of the home began shortly thereafter. Several weeks later the City's chief building official told Williams that because he did not have local competency with the City, he could not pull a permit for a job. Williams was also advised that a recent change in state law required ABI to qualify to do business if ABI intended to construct homes within the City. When told that Frederick Schreiner would be constructing the home for ABI and that Schreiner held an appropriate license, the City official told Williams to have a construction contract executed between ABI and Schreiner to build the home. Thereafter, Schreiner pulled a permit for the job and posted it on the building site. He also gave the City a contract executed by he and ABI and which was dated November 29, 1979. During the course of the construction, Schreiner visited the building site approximately six to eight times. The work was done entirely by subcontractors who had been used on other construction jobs by Williams and Schreiner. The subcontractors were paid by ABI but worked under the supervision of Schreiner. When the job was completed Williams signed the final payment affidavit on which it was indicated that Williams was the contractor on the job. Oleksy was on the site daily to inspect the work. He complained periodically about various aspects of the job to Roger Williams. His main complaint concerned the trusses on the roof which he contended were out of alignment causing a wavy and uneven roof line. After the house was essentially completed, Oleksy lodged a complaint with Williams concerning the workmanship on the roof. Williams sent a carpenter to visit the premises who found some "variations" and worked for approximately three hours to correct the problem. He was then told by Oleksy it looked okay. Within the next few days, Oleksy again complained to Williams that the roof was wavy. Williams then sent out a roofing crew to attempt to correct the problem. After they completed their work, Williams received no further indication that the owner was unhappy. Williams later had a local relator familiar with the subdivision and an experienced carpenter who had framed more than 150 homes to view the roof. Both concluded the roof was of good workmanship and of similar quality to other homes in the neighborhood. Oleksy later filed a complaint with the City of Palm Bay concerning his roof. The City sent its chief building official to inspect the home. He described the roof as being of "poor workmanship". The same conclusion was reached by the city building inspector who also inspected the property. Because of this, the City made the notation "Hold problem roof" in its file and did not issue a certificate of occupancy to Oleksy. However, the City did not construe the roof to constitute a violation of the building code. Respondents asserted that a 1979 change in the law as to the qualification of agents caused doubt and confusion as to what was required by ABI and Williams. They also point out that if indeed a violation occurred, it was not intentional. Rather, Respondents simply desired to comply with all applicable statutes and regulations so that their construction businesses could continue to operate in a lawful manner. Other than the alleged violations herein, Respondents were not shown to have been subject to any prior disciplinary proceedings.

Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that Respondent, Roger S. Williams, be found guilty as charged in Count I, and be given a public reprimand. the remainder of the charges should be dismissed. It is further RECOMMENDED that Respondent, Frederick L. Schreiner, be found guilty as charged of all allegations except willfully and deliberately violating a state law, and be given a public reprimand. DONE and ENTERED this 29th day of June, 1982, in Tallahassee, Florida. DONALD R. ALEXANDER Hearing Officer Division of Administrative Hearings 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 June, 1982.

Florida Laws (4) 120.57489.119489.127489.129
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CONSTRUCTION INDUSTRY LICENSING BOARD vs. EDWARD RYAN, 89-002204 (1989)
Division of Administrative Hearings, Florida Number: 89-002204 Latest Update: Sep. 08, 1989

The Issue Whether Respondent committed the offenses described in the administrative complaints filed against him? If so, what discipline should he receive?

Findings Of Fact Based upon the record evidence, the Hearing Officer makes the following findings of fact: General Information Edward Ryan is now, and has been since October, 1973, licensed as a Building Contractor by the State of Florida. He holds license number CB 0006481. Ryan has previously been disciplined by the Florida Construction Industry Licensing Board (Board). In July, 1987, prior to the issuance of the instant administrative complaints, he received a letter of reprimand from the Board. The Department of Professional Regulation has recently received additional complaints concerning Ryan. These complaints are currently under investigation. Ryan has been the qualifying agent for Gulf Chemical Contractors, Inc. (Gulf) since August, 1982. All ten of the instant administrative complaints involve projects undertaken by Gulf in Dade County, Florida. The South Florida Building Code (Code) has been adopted as the building code for both the incorporated and unincorporated areas of Dade County. The Code provides in pertinent part as follows with respect to the requirement of permits: It shall be unlawful to construct, enlarge, alter, repair, move, remove or demolish any building structure, or any part thereof; or any equipment, device or facility therein or thereon; or to change the Occupancy of a building from one use Group to another requiring greater strength, means of egress, fire and sanitary provisions; or to install or alter any equipment for which provision is made or the installation of which is regulated by this Code; without first having filed application and obtained a permit therefor, from the Building Official, validated by payment there for. EXCEPTION: No permit shall be required, in this or any of the following Sections, for general maintenance or repairs which do not change the Occupancy and the value of which does not exceed one hundred dollars ($100.00) in labor and material as determined by the Building Official. The Code further requires that the permit holder or his agent notify the Building Official of the completion of the project and call for an inspection of the work completed. Another requirement of the Code is that products such as air vent systems receive official approval from the appropriate Building Official prior to their installation. An experienced building contractor like Ryan doing business in Dade County should be aware of these requirements and should know that it is the responsibility of the general contractor of a project to make sure that these requirements are met. Case No. 89-2204 On May 2, 1987, Helana Lau and her husband entered into a written contract with Gulf. Gulf agreed to perform work on the Lau residence located at 2400 S.W. 15th Street in Miami, Florida, for which it was to be paid, pursuant to the terms of the contract, $11,450.00 by the Laus. The work that was to be performed on the structure included, among other things, the replacement of the roof and "any rotted wood on facia and soffits" and the installation of a "filter vent system." Gulf installed an aluminum air vent system for the Laus. The product used by Gulf had not received official approval prior to its installation as required by the South Florida Building Code. Furthermore, it posed a potential safety hazard. No official inspection of the contract work performed by Gulf on the Lau residence has ever been requested, notwithstanding that Gulf has long since terminated its work in connection with the project and vacated the jobsite. Case No. 89-2205 On December 29, 1986, Marvin Lichtenstein entered into a written contract with Gulf. Gulf agreed to texture coat Lichtenstein's home located at 2080 N.E. 171st Street in North Miami Beach, Florida. Pursuant to the terms of the contract, Gulf was to be paid $4,000.00 by Lichtenstein for performing this work. The contract contained a handwritten notation that "finances will be appr 10-11%" and that therefore Lichtenstein would have "a monthly payment of appr $71 or less" on the unpaid balance, which was $3,900.00. The contract also contained the following provision, which unlike the aforementioned notation was printed: This is an agreement by the parties mentioned herein to enter into an installment loan contract. The Purchaser requests that the Seller and the Seller's agents make the appropriate inquiries into the Purchaser's credit history and into the condition of the Title of the Property to be encumbered. The purpose of these inquiries is to see if the Seller may be able to arrange financing of the unpaid cash balance and what the terms of that financing may be. The purchaser agrees to accept any Home Improvement Contract presented by or thru the Seller, that has an interest rate less than the maximum current interest mentioned in the Florida Retail Installment & Sales Acts. The Purchaser agrees that all cost incurred by the Seller in connection with the payment plan will be paid by the Purchaser if the Purchaser refuses to accept that Home Improvement Contract. The work was performed by Gulf on the Lichtenstein home during the second week of January, 1987. Although a permit was required under the Code, it was not obtained prior to the commencement of the project or at any time thereafter. Furthermore, no official inspection of the work completed by Gulf has been requested. Following the completion of the work, Lichtenstein received from AmSav Financial, Inc., an Advance Notice of Acceptance and Intent to Purchase an FHA Title I Note. The document, which was dated January 14, 1987, provided Lichtenstein with the following information: We have found your credit to be satisfactory for a loan in the amount of $3,900.00 for a period of 60 months. Interest at a rate of 14.50% will be charged on the unpaid principal balance. Monthly payments will be $92.82. It is our intention to disburse the funds to the above mentioned dealer [Gulf] when all necessary documents, including a completion certificate indicating the work has been satisfactorily completed are received in proper order; but not earlier than six days from this date. It is not our policy to inspect all improvement projects we finance, so we want you to know that the selection of the contractor and the acceptance of workmanship and materials is your responsibility. You should insist on a copy of all instruments you sign and you should not sign the completion certificate until the contract has been fulfilled to your satisfaction. Contractors are not permitted to give cash rebates from the proceeds of this transaction nor are they permitted to make any payments for you nor any other type of incentive to buy. This commitment is good for 60 days only. If you have any questions regarding this transaction, or if we can be helpful in any way, please let us hear from you within six days from this date. Lichtenstein refused to accept this financing arrangement and, because he was dissatisfied with the work Gulf had done, withheld payment. He eventually settled this dispute with Gulf and paid the company $2,500 in accordance with the terms of the settlement agreement. Case No. 89-2206 On or about July 11, 1987, Al Childress, the supervisor of the Code Enforcement Section of the Dade County Building and Zoning Department, received a complaint regarding work purportedly done by Gulf on the Rojas residence located at 18105 N.W. 5th Court in Dade County, Florida. Childress thereafter inspected the premises and discovered that a three-ton air conditioning unit had been installed without a permit first having been obtained. He further ascertained that no formal inspection of the installed unit had been requested. Childress subsequently issued Gulf citations for "unlawfully commencing work on a[n] air conditioning installation without a permit" and "unlawfully contracting for work outside the scope of the certificate of competency." Case No. 89-2207 On January 12, 1987, Bryan Bitner entered into a written contract with Gulf. Gulf agreed to remodel and renovate the kitchen and other parts of the Bitner residence located 571 N.E. 175th Terrace in North Miami Beach, Florida. Pursuant to the terms of the contract, Gulf was to be paid $10,216 by Bitner. Work on the project began on February 14, 1987, and ended on April 20, 1987. Although given the opportunity to do so by Bitner, Gulf failed to finish the work it had agreed to perform and, without justification or notice, abandoned the project after having completed only 70% of the kitchen cabinetry work specified in the contract. Neither before nor after the commencement of work on the project were the required building, electrical and plumbing permits obtained. No official inspections of the work done in connection with the project have been requested. Case No. 89-2208 On December 19, 1985, Anthony and Anna Rabeck entered into a written contract with Gulf. Gulf agreed to perform roofing work on the Rabeck's home located at 447 East 7th Street in Hialeah, Florida, for which it was to be paid, pursuant to the terms of the contract, $2,792.00 by the Rabecks. Gulf thereafter subcontracted with Louis Rusty Gordon of Rusty's Roofing to perform work on the project. Gordon performed the work, but was not paid the $600.00 Gulf had agreed to pay him. He therefore filed a lien on the Rabeck's residence in the amount of $600.00 and filed a complaint against Gulf and the Rabecks in Dade County Circuit Court seeking a $600.00 judgment against them. Gordon was ultimately paid the $600.00 by the Rabecks. A roofing permit was never obtained for the work that was done on the Rabeck residence. Furthermore, no official inspection of the work has ever been requested. Case No. 89-2209 On February 21, 1987, James Cox entered into a written contract with Gulf. Gulf agreed to texture coat and to add a screened porch to the Cox residence located at 11621 S.W. 183rd Street in Dade County, Florida. For this work, Gulf was to be paid, pursuant to the terms of the contract, $5,700.00 by Cox. The texture coating was completed in late March, 1987. The screened porch was finished in early April, 1987. Upon completion of the entire project, Cox paid Gulf in full in accordance with their contractual agreement. Although a permit was necessary to commence the work on the Cox residence, it was never obtained. In addition, no one requested that the completed work be officially inspected. The screened porch was constructed by a subcontractor, Steve Buzzella. Prior to his undertaking this project, Gulf had agreed to pay him $2,200.00 for such work. Although he satisfactorily completed the project, Gulf did not pay him for his work. Consequently, he filed a lien on the Cox residence in the amount of $2,200.00. Buzzella has yet to be paid the money he is owed by Gulf and the lien remains in effect. Cox has retained legal counsel to assist him in connection with this matter and has already paid $175.00 in legal fees. Case No. 89-2210 On June 30, 1986, Adele Spiegel and her husband David entered into a written contract with Gulf. Gulf agreed in the contract to, among other things, texture coat the Spiegels' residence located at 7380 S.W. 116th Terrace in Dade County, Florida. Pursuant to the terms of the contract, Gulf was to be paid $4,500.00 by the Spiegels. The contract further provided that the Spiegels were to receive a "15 year warr[anty] on [the] tex[ture] coat[ing]" work. It also contained the following provision: Contractor guarantees that all materials furnished by it will be of standard quality, type and condition, free from defects, and will be installed, built or applied in a good workmanlike manner; said labor and materials guaranteed against structural and material defects. Gulf completed the project without obtaining the required permit. Furthermore, no official inspection of the completed project was ever requested. The Spiegels paid Gulf in full for the work it had done. The last of their payments was made on July 10, 1986, following the completion of the project. After this final payment was made, "dark stains" appeared on portions of the texture coating that had been applied to the gable end of the Spiegels' roof. In addition, some of the texture coating started to peel and crack. These problems were caused by the improper application of the texture coating. The Spiegels have advised Gulf of these problems. They have made numerous efforts to have Gulf honor its fifteen-year warranty and correct these problems. These efforts have been to no avail. Gulf has yet to take any corrective action, notwithstanding its obligation to do so under the warranty it gave the Spiegels. Case No. 89-2211 On February 18, 1985, Angelo Bertolino entered into a written contract with Gulf. Gulf agreed to texture coat Bertolino's residence located at 11730 S.W. 175th Street in Dade County, Florida. For this work, Gulf was to be paid, pursuant to the terms of the contract, $3,000.00 by Bertolino. Bertolino received from Gulf, as part of their agreement, a fifteen-year warranty on the texture coating similar to the one that the Spiegels were given. Assurances were given to Bertolino that any warranty work that was necessary would be done by Gulf. The Bertolino home was texture coated shortly after the contract was signed. In July, 1987, the texture coating began to crack and peel. Bertolino immediately contacted Gulf to apprise it of the situation and to request that it perform the necessary repairs in accordance with the terms of the warranty it had given him. Receiving no response from Gulf to this initial request, he telephoned the company's offices on almost a daily basis until September, 1987, when a Gulf representative came to his home and did some corrective work. A month later, the area that had purportedly been repaired started to again crack and peel. Bertolino has made Gulf aware of the situation and has sought on numerous occasions to have the company perform the warranty work necessary to correct these problems. Gulf has ignored these requests and failed to honor the warranty it gave Bertolino. Case No. 89-2212 On January 6, 1988, Edward Baum entered into a written contract with Gulf. Gulf agreed to texture coat Baum's residence located at 10921 S.W. 120th Street in Dade County, Florida. For this work, Gulf was to be paid, pursuant to the terms of the contract, $3,200 by Baum. The project was completed on January 13, 1988. Upon completion of the work, Baum paid Gulf in full. Textured Coatings of America, Inc. (TCA) supplied Gulf with $583.28 of materials that were used to complete the project. The materials were supplied on credit. Because it had not received payment for these materials, TCA, on March 4, 1988, after giving due notice to Gulf and Baum, filed a lien on Baum's residence in the amount of $583.28. TCA has yet to be paid for these materials and the lien is still in effect. Case No. 89-2213 On February 17, 1987, James Harris entered into a written contract with Gulf. Gulf agreed to install new windows in Harris' residence located at 9730 S.W. 167th Street in Dade County, Florida, for which it was to be paid, pursuant to the terms of the contract, $2,503.20 by Harris. The windows were installed in one day. Although one was needed, no permit was obtained prior to the completion of the project. Furthermore, no official inspection of the completed work has ever been requested. The windows were not installed properly. As a result, they do not close and lock as they should. Harris must put cement blocks on the outside ledges in front of some of the windows and then tape these windows shut to prevent them from falling open. Harris has unsuccessfully sought to have Gulf repair the windows.

Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is hereby RECOMMENDED that the Construction Industry Licensing Board enter a final order (1) finding Respondent guilty of the violations described in paragraph 7, 8, 11, 12, 14, and 16-24 of the foregoing Conclusions of Law; (2) revoking his license as punishment for these violations; and (3) dismissing the charges against Respondent discussed in paragraphs 9, 10, 13, and 15 of the foregoing Conclusions of Law. DONE AND ENTERED in Tallahassee, Leon County, Florida, this 8th day of September, 1989. STUART M. LERNER 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 8th day of September, 1989. APPENDIX TO RECOMMENDED ORDER, CASE NOS. 89-2204 THROUGH 89-2213 The following are the Hearing Officer's specific rulings on the Proposed Findings of Fact submitted by the Department: 1-12. Accepted and incorporated in substance, although not necessarily repeated verbatim, in this Recommended Order. First sentence: Accepted and incorporated in substance; second sentence: Rejected as not supported by persuasive competent substantial evidence inasmuch as it suggests that Lichtenstein was obligated to, and did, make monthly payments of $92.82. Rejected for the same reason as 13, second sentence, above. 15-16. Accepted and incorporated in substance. First sentence: Accepted and incorporated in substance; second sentence: Rejected as not supported by persuasive competent substantial evidence to the extent that it asserts that Rojas "had hired Gulf to install an air conditioning unit." Insofar as it describes the complaint received by Childress, it has been accepted and incorporated in substance. Rejected as not supported by persuasive competent substantial evidence inasmuch as it indicates that the work on the Rojas residence was performed by Respondent. First and second sentences: Accepted and incorporated in substance; third sentence: Rejected as more in the nature of argument than a finding of fact. First sentence: Rejected for the same reason as 18 above; second sentence: Accepted and incorporated in substance. Rejected for the same reason as 18 above. 22-28. Accepted and incorporated in substance. Rejected as beyond the scope of the charges to the extent that it addresses the quality of the work that was completed. In all other respects, this proposed finding has been accepted and incorporated in substance. First sentence: Accepted and incorporated in substance; second sentence: Rejected as not supported by persuasive competent substantial evidence. 31-32. Accepted and incorporated in substance. 33-34. Rejected as not supported by persuasive competent substantial evidence inasmuch as both of these proposed findings are based upon the premise that the Rabeck's paid Gulf in full. 36-44. Accepted and incorporated by reference. 45. Rejected as unnecessary, except for the last sentence, which has been accepted and incorporated in substance. 46-62. Accepted and incorporated in substance. 63. Rejected as unnecessary except to the extent it references the lien filed against the Baum residence. Insofar as it addresses said lien, it has been accepted and incorporated in substance. 65-66. Accepted and incorporated in substance. 67. First sentence: Rejected as unnecessary; second and third sentences: Accepted and incorporated in substance. 68-71. Accepted and incorporated in substance. COPIES FURNISHED: Gregory A. Victor, Esquire Jan L. Darlow, Esquire William Burke, Esquire Bayview Executive Plaza 3225 Aviation Avenue, Suite 400 Miami, Florida 33133 Edward Ryan 169 Lincoln Road Miami Beach, Florida 33139 Fred Seely Executive Director Construction Industry Licensing Board Post Office Box 2 Jacksonville, Florida 32201

Florida Laws (4) 489.105489.115489.119489.129
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BOARD OF PROFESSIONAL ENGINEERS vs. RAYMOND HIRST, 84-001920 (1984)
Division of Administrative Hearings, Florida Number: 84-001920 Latest Update: Feb. 19, 1985

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

Florida Laws (1) 471.033
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CONSTRUCTION INDUSTRY LICENSING BOARD vs. DEAN ARTURO DURAN, 84-001804 (1984)
Division of Administrative Hearings, Florida Number: 84-001804 Latest Update: Mar. 04, 1985

Findings Of Fact At all times relevant, Respondent was licensed as a certified building contractor holding license number CB CO24185. On or about March 14, 1983, Respondent, doing business as Duran Construction Co., contracted with Mr. and Mrs. Thomas Butler of San Mateo, Florida, to construct a room addition and freestanding carport at their residence for $6,825. Subsequently, Respondent constructed an aluminum "roof- over" by rate contract for an additional $2,000. Respondent completed the freestanding carport and aluminum roof-over projects without apparent difficulty. However, he began the room addition without obtaining the required building permit from Putnam County. 1/ He obtained an after-the-fact permit about April 21, 1983, but was issued a "correction notice" by the Putnam County Building and Zoning Department on April 22, 1983, ordering all work to cease until the cited deficiencies were corrected. 2/ The chief building inspector arranged to meet Respondent on April 214, 1983, at the construction site. The purpose of the meeting was to discuss the corrective measures required on the partially completed room addition. Respondent did not attend this meeting and did no further work on the project. His failure to attend the meeting or continue work was not explained to either the building officials or the property owner. At the time Respondent discontinued work, he had been paid $4,550 on a written contract which covered the finished carport as well as the incomplete room addition. He had also been paid $2,000 for the finished roof-over project which was the subject of an oral contract. Respondent would have been entitled to an additional $2,275 on the written contract had he completed the room addition. By letter of May 6, 1983, the Butlers' attorney advised Respondent that he would initiate legal action against him unless the project was completed by May 13, 1983. However, Mr. Butler had already applied to the Putnam County Building and Zoning Department for reissuance of the permit to himself in place of Respondent. The permit was reissued to Butler on May 6, 1983 and the project was completed without Respondent's further involvement.

Recommendation From the foregoing, it is RECOMMENDED that Petitioner enter a Final Order finding Respondent guilty of violating Subsection 489.129(1)(d), F.S., and suspending his contractors license for a period of four months. DONE and ENTERED this 16th day of November, 1984 in Tallahassee, Florida. R. T. CARPENTER Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 323301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 16th day of November, 1984. 1/ A building permit must be obtained prior to construction. Section 106.1(a), Putnam County Building Code (PCBC). The PCBC is the Southern Standard Building Code adopted by Putnam County Ordinance 83-2. 2/ See Section 103.2, PCBC. The cited deficiencies included insufficient girder support for floor joists and inadequate roof framing with respect to rafters and beam construction. COPIES FURNISHED: James H. Gillis, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Mr. Dean Arturo Duran 11680 N.W. 15th Lane Ocala, Florida 32675 James Linnan, Executive Director Construction Industry Licensing Board Post Office Box 2 Jacksonville, Florida 32202 Fred M. Roche, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301

Florida Laws (1) 489.129
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