Findings Of Fact The foregoing findings of fact 1, 2, and 3 are incorporated herein by reference as if fully set forth anew. On January 8, 1987, the Respondent was found guilty of violating Sections 489.129(2), 489.129(3), and 489.129(1)(g) Florida Statutes, by the Construction Industry Licensing Board in DPR Case No. 60987, DOAH Case No. 88- 0002. The Respondent was not present at that Board meeting. He asserted this was due to lack of timely notice of the Board's meeting. Respondent was fined $1,000 by the Final Order of the aforementioned Board filed/served on February 20, 1987. The Respondent has failed to pay the fine. Respondent has not appealed the final order or fine. Respondent expressed himself at formal hearing as intending never to pay the lawfully imposed fine.
Conclusions The foregoing Conclusion of Law 14 is adopted and incorporated herein as if fully set forth anew. Respondent is charged with gross negligence, incompetence or misconduct in the practice of contracting pursuant to Section 489.129(1)(m), Florida Statutes, for failure to pay his $1,000 fine pursuant to the Board's February 20, 1987 final order. However, Petitioner has cited no statutory or rule authority which labels a licensee's refusal to pay a fine or obey a final order of the Construction Industry Licensing Board as gross negligence, incompetence, or misconduct in the practice of contracting. (Emphasis supplied, see definition of "contracting" at Section 489.105, Florida Statutes). Without such authority, the factual allegations of the administrative complaint, although proved, support no conclusion that a statute or rule has been violated. Petitioner's recourse lies not in this forum but in enforcement, execution, and collection actions in Circuit court.
Recommendation Upon the foregoing findings of fact and conclusions of law, it is RECOMMENDED that: The Construction Industry Licensing Board enter its final order dismissing the charge of a violation of Section 489.129(1)(m). DONE and RECOMMENDED this 30th day of September, 1988, at Tallahassee, Florida. ELLA JANE P. DAVIS, 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 30th day of September, 1988. APPENDIX TO RECOMMENDED ORDER, CASE NOS. 88-0275, 88-0732 The following constitute rulings pursuant to Section 120.59(2), Florida Statutes, upon the parties' respective Proposed Findings of Fact (PFOF). DOAH CASE NO. 88-0275 Petitioner's PFOF have been accepted with certain modifications for greater clarity and to conform to the record as a whole. Respondent's Closing Statement is accepted in part in FOF 9. The remainder is rejected as mere argument or as based upon hearsay not properly in the record. DOAH CASE NO. 88-0732 Petitioner's PFOF have been accepted with certain modifications for greater clarity and to conform to the record as a whole. Respondent's Closing Statement is mere legal argument addressing the underlying facts of the previous final order finding Respondent guilty of certain violations and assessing a $1,000 fine. Absent a timely appeal, these matters are immaterial and rejected. These proposals are also rejected as mere argument. COPIES FURNISHED: Fred Seely, Executive Director Construction industry Licensing Board Post Office Box 2 Jacksonville, Florida 32201 G. W. Harrell, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 David L. Norris 3144 Northwest 39th Court Lauderdale Lakes, Florida 33309 Bruce D. Lamb, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750
Findings Of Fact Eduardo Kirksey is licensed as a certified residential contractor, holding license CR C012717. He qualified a corporation known as Modern Construction Company, Inc. (Modern) to engage in contracting.Modern entered into a contract on about July 28, 1986 with Ira Goldstein of 4440 Southwest 32nd Drive, Hollywood, Florida for construction of two-story room addition which would include a family room, bedroom and bath. Modern was to provide the plan by which the addition would be built. A rough sketch of the addition is included on the contract. More specific plans, which are similar to architectural drawings, were thereafter prepared for submission with the building application, which Modern filed with the Broward County Building and Zoning Enforcement Division. The contract was later amended to add a balcony around the second floor of the addition. The plans which are in evidence as Department Exhibit 4 are the second set of plans. According to these plans, the second floor bedroom had a 6" x 6" sliding glass door. The door opened on to a balcony which was created by cantilevered joists consisting of 2" x 10" pieces of lumber bolted to 2" x 12" rafters between the first and second floor. These 2" x 10" members extended out four feet from the building. According to the plans, 2" x 6" decking was to be placed across these joists, and an appropriate railing would then be placed around the balcony. Mr. Kirksey submitted the amended application for the permit and the plan to the Broward County Plan Review Board for approval, and it was approved. After construction began, Mr. Goldstein determined that he did not wish the floor of the balcony to be pressure treated wooden decking. Instead, he wanted a tile floor on the deck. Mr. Kirksey had already filed two sets of plans with Broward County on the project, the first for the addition without the balcony, and the second for the addition with the balcony. He did not want to file a third building permit application which would also require the submission of new drawings. Mr. Kirksey did agree to change the construction to accommodate Mr. Goldstein's desire to tile the balcony but declined to do the tile work himself as part of his contract with Mr. Goldstein. Mr. Goldstein was to arrange for the tiling of the deck. The original design for the decking would have spaced the 2" x 6" lumber which made up the decking with small spaces between each piece of lumber to allow water to fall through during rain. In order to lay tile down, it was necessary to place plywood across the joists, rather than 2" x 6" pressure treated lumber. Before the plywood could be laid, however, Mr. Kirksey had to remove the 2" x 10" cantilevered joists from between the first and second floor, because the original design called for those joists to be level. They were reinstalled at about a 1/2 inch slant so that the water would then drain from the balcony after it had been tiled. In addition, Mr. Kirksey then had to place soffit under the balcony, and put facia around the bottom of the deck. Neither the soffit nor the facia were required in the plans. Although it was more expensive for Mr. Kirksey to add these items, Mr. Goldstein was not charged any additional money for this work. The plywood that was put down over the 2" x 10" rafters instead of the pressure treated 2" x 6" lumber was 3/4 inch exterior grade plywood. Pressure treated plywood was not used because the plywood was to be covered with tile, and if properly tiled, pressure treated plywood is unnecessary. Moreover, even if tile is put over pressure treated plywood, if tile is not laid properly, the pressure treated plywood will rot as well as exterior plywood will rot. It would not have been possible to place tile over the 2" x 6" pressure treated lumber which the amended plan filed with the Broward Building and Zoning Enforcement Division had called for. The 2" x 6" members would shrink and move, causing the tile to crack. Some type of plywood had to be used instead of decking to permit Mr. Goldstein to tile the deck. The 3/4 inch plywood which Mr. Kirksey used met or exceeded the standards established by the South Florida Building Code. No sealant, or paint, was applied to the plywood, nor was the deck covered with visquine. Preparation of the plywood before the tile was placed over it would be the job of the person doing the tile work. An inspector from the Broward County Building and Zoning Enforcement Division visited the site on a number of occasions. During the course of those inspections some of the work was originally rejected by the inspector. For example, the balcony railing pickets had a spacing greater than 5 inches and the top of the rail was only 36 inches high, not 42 inches high. As a result of this rejection, the picket spacing and railing were changed. Ultimately, the inspector gave final approval after having seen the plywood deck, even though no new plans had been submitted to change the deck to have a plywood floor for tile rather than the originally permitted 2" X 6" pressure treated lumber deck. When the job was completed by Modern it was in the condition a project would normally have been left where the contractor was not responsible for laying the tile over the balcony floor. Because the floor was to be tiled, there was no reason for Mr. Kirksey to have painted the balcony floor. In addition, the contract did not require that any painting be done. Mr. Goldstein did the tile work on the deck himself although he had no prior experience in laying tile. Mr. Goldstein spoke with one of Modern's workmen about how to lay tile. This was an informal conversation, and Mr. Kirksey, the contractor, never advised Mr. Goldstein on how to lay tile. I do not accept the testimony of Mr. Goldstein that the employee of Modern who explained to him how to lay tile was the job foreman. Nothing in the contract with Modern required Modern to lay tile, or to advise Mr. Goldstein how to lay tile, so whether the person who discussed laying tile with Mr. Goldstein was a foreman is not significant. Sometime after all the work had been completed by both Modern and Mr. Goldstein, Mr. Goldstein's daughter Evette stepped out onto the balcony, and her foot and leg went through the balcony. This occurred because the plywood had not been sealed or protected before the tile was laid by Mr. Goldstein. As a consequence, the plywood had rotted under the tile. The rot also extended to the supporting joists. Broward County has adopted and incorporated into the Broward County Charter, Chapter 71-575, Laws of Florida, a Special Act of the Legislature. Both adopt for Broward County the "South Florida Building Code, Dade County 1970 edition, as amended." The Department included with its proposed recommended order portions of the South Florida Building Code, 1986 Broward County edition, for the purpose of demonstrating that the conduct of Mr. Kirksey violated Section 301(a) and 302.1(e) of that 1986 code. As a matter of evidence, the 1986 Broward County edition of the Southern Florida Building Code does not appear to apply. The Department's exhibit 7, which is "a copy of the Broward ordinance which adopts the South Florida Building Code" (Tr. 6) shows that it is the South Florida Building Code, Dade County 1970 edition which applies in Broward County. No portion of that document has been offered in the record of this case. As a consequence, there is no record evidence that Mr. Kirksey has violated a portion of an applicable code. It is true that Mr. Joseph Montagnino testified that Section 301(a) of the South Florida Building Code would not permit a change in a plan once it had been approved (Tr. 22, 104). In a case such as this, however, it is necessary for the Department to produce the text of the applicable building code, which has been adopted either by State statute or local ordinance. It cannot prove a violation through the testimony of a witness who merely characterizes his recollection of the text of an authoritative code. Moreover, other witnesses who are experts in construction trades in Broward County testified that it is common for inspectors to approve changes such as that made by Mr. Kirksey here, at the request of Mr. Goldstein, to substitute plywood flooring for pressure treated decking, without the need for amended plans or permits. (Tr. 75-77, 88- 89). Without evidence of the text of the applicable code, it is not possible to determine whether these experts, or Mr. Montagnino are correct. Since Mr. Goldstein, the homeowner, intended to do the tile work, it would not have been Mr. Kirksey's responsibility to pull additional permits for the tile work. At most, Mr. Kirksey's duty might have been to have obtained approval of amended plans, showing the slight pitch of the joists supporting the balcony floor, and the substitution of plywood and tile for 2" X 6" pressure treated lumber as the flooring for the balcony. Mr. Kirksey is in no way responsible for the inadequate preparation of the plywood surface for the application of the tile. Mr. Kirksey is in no way responsible for informal advice given by an employee of Modern, whose identity cannot be determined from the evidence in this case, to Mr. Goldstein about the proper way to prepare the plywood deck for tiling. Tiling was not part of the construction contract which Mr. Goldstein entered into with Mr. Kirksey's company. Mr. Kirksey is therefore not liable for inadequate supervision of employees on the job. Mr. Kirksey's employees performed the work required under the agreement which Modern had with Mr. Goldstein, as the parties amended it after the construction began.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is recommended that a Final Order be entered by the Board finding Eduardo Kirksey not guilty of the violations set out in Counts I, II or III of the Administrative Complaint. RECOMMENDED this 24th day of December, 1991, at Tallahassee, Florida. WILLIAM R. DORSEY, JR. 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 24th day of December, 1991.
Findings Of Fact Upon consideration of the oral and documentary evidence adduced at the hearing, the following facts are found: At all times material to these proceedings Respondent was licensed by the State of Florida as a registered residential contractor, having been issued license number RR 0033727. Respondent's license was first issued in February, 1974. In April, 1983, Respondent submitted a change of status application and requested to qualify Regency Builders, a proprietorship. License number RR 0033727 was then issued to William B. Pitts, qualifying Regency Builders. Regency Builders, Inc., has never been qualified by a license of the Florida Construction Industry Licensing Board pursuant to Chapter 489, Florida Statutes or any predecessor of Chapter 489, Florida Statutes. There is nothing in the record to show that Regency Builders was ever properly incorporated in the State of Florida. However, the record reflects that Respondent did register Regency Builders under the fictitious name statutes Section 685.09, Florida Statutes and complied with the requirements of Section 489.117, Florida Statutes after being contacted by Petitioner's employee sometime in February, 1983. Respondent has been a contractor in Bay County, Florida for 10-12 years and has constructed 150-200 homes during this period of time without any disciplinary action against him, excluding the present proceeding. Respondent prepared a proposal for the construction of a home for Mr. and Mrs. Lee Munroe under the name of Regency Builders, Inc., and submitted the proposal to them. Although the Agreement which was prepared by Lee R. Munroe and signed by Respondent on April 11, 1982 and signed by Lee R. Munroe and Sara W. Munroe (Munroes) but undated, incorporates certain portions of the Proposal, the record reflects that the proposal, per se, was never accepted by the Munroes. The Agreement referenced in paragraph 5 was an agreement entered into by the Respondent and the Munroes for the construction of the Munroes' residence in Gulf Air Subdivision, Gulf County, Florida. The agreed upon contract price was $74,129.33 but, due to changes requested by the Munroes, the Respondent was paid approximately $95,000.00. The Munroes' residence was constructed by Respondent pursuant to the Agreement and was essentially completed in December, 1982. The Munroes moved into this "completed" residence in December, 1982. DeWayne Manuel, building inspector for Gulf County, Florida, during the construction of the Munroe's residence by Respondent, performed the framing inspection, the rough electrical inspection, the rough plumbing inspection, the mechanical inspection (the heating and air conditioning systems) and all other inspections required by the 1982 Southern Standard Building Code, as adopted by the Board of County Commissioners, Gulf County Florida (Code) with the exception of the final inspection. At the beginning of construction, but before the framing inspection, Lee Munroe contacted Manuel with a general concern about the construction. As a result of this meeting with Lee Munroe, Manuel requested Charles Gaskins (Gaskins) an architect with Gaskins Architect of Wewahitchka, Florida, to inspect the pilings, girders and floor joist. After this inspection, Gaskins made some recommendations in regard to the attachment of girders to the pilings which Respondent followed in making the corrections to the attachments. Gaskins Architect provided the Piling Layout 1st and 2nd Floor Framing (Petitioner's Exhibit No. 8) at the request of the Munroes. Generally, Gaskins found no major problems with the pilings and girders other than the work was "sloppy". Both Manuel's and Gaskins' inspection revealed that Respondent had complied with the requirements of the Piling Lay Out and Manuel found no Code violations. After Gaskins inspected the pilings and girders, Respondent was allowed to continue construction by both Manuel and Munroe. The House Plans (Plans) for the construction of the Munroes' home were prepared by the Munroes' daughter who is an unlicensed architect. Although in several instances the Plans requirements were less stringent than Code requirement, the Plans were approved by the Gulf County Building Department. While the Plans were lacking in detail a competent licensed contractor should have known how to fill in the details. Once the Plans were approved, Manuel would allow a change in the Plans provided the change was as stringent as the Code and would allow the structure to be built in compliance with the Code. The change could be a downgrade or an upgrade provided the Plans, as changed, complied with the Code requirements. Respondent did not request any additional or more comprehensive plans from the Munroes or inform the Munroes in any manner that the plans were inadequate. The Plans called for 2 x 12 solid floor joists to be placed on 16 inch centers. The house as constructed by Respondent had engineered floor truss (I- Beams) placed on 24 inch centers. Those I-Beams carrying a significant load were not blocked and in some instance the I-Beams were not "end-blocked." The Code allows the use of wood I-Beams in place of solid wood floor joists provided the wood I-Beams are constructed in accordance with Code requirements. The record does not reflect that the I-Beams as used in this construction were built in accordance with the Code, and the testimony of both consulting engineering experts, that the placement of I-Beams in this structure required blocking along both sides and the end went unrebutted. There were holes and notches in the plywood web of the I-Beams. However, in reviewing the photographs in Petitioners Exhibits Nos. 11 and 14, and, in particular, photograph 1 of Exhibits 11 and photographs 4, 5, 6, and 7 of Exhibit 14, and the testimony surrounding those photographs, there is insufficient evidence to determine: (1) the size of the holes or notches (2 inch hole, 4 inch notch, etc.); (2) placement of hole or notch in relation to depth of I-Beam (upper 1/3, lower 1/4, etc.); or, (3) the depth of the I-Beams. Although there was no testimony concerning the size of the hole for the duct work and the depth of the I-Beam in photograph 7 of Exhibit No. 14, it is clear that the hole for the duct work is greater than 1/3 the depth of the I-Beam. The evidence is insufficient to show that Respondent did not use 5 - 2 x 12's in the main girder as required by Piling Layout. The evidence is clear that the 2 x 12's used in girders were not always butted at a support. The evidence is insufficient to show where the 2 x 12's were butted in the span or if the butting was staggered. No set-in braces or plywood sheathing was used in the bracing of exterior stud walls. However, diagonal metal strapping and thermoply was used and two layers of weatherboard were put on horizontally. The evidence was insufficient to show that water penetrated into the wood framework after the second siding was put on. A 32/16, 1/2 inch plywood was used for subflooring. There was no top plate on dining room wall which was a weight bearing wall. Ventilation in the attic was in accordance with plans but no cross ventilation was provided in the attic. The evidence is insufficient to show that hurricane clips were not applied to the center exterior wall in that neither engineer inspected the outside of the wall to determine if hurricane clips were on the outside. Manuel did not find a violation of Code in regard to the hurricane clips. In February, 1983, James Van Orman (Orman), a licensed engineer, was employed by the Munroes to do a structural analysis of the home constructed by Respondent. Orman's report (Petitioner's Exhibit No. 10) contained certain calculations in regard to the structural integrity of the home. The calculations and Orman's testimony surrounding the calculations went unrebutted. Orman and Lee Munroe were associated through their work and Orman, also a general contractor, was hired to make the necessary corrections in the construction to make it structurally sound. On December 5, 1984, after reviewing the case file and exhibits, Harold Benjamin, Jr. (Benjamin), a licensed consulting engineer, conducted an inspection on the structure. While Benjamin's inspection was cursory and he made no calculations Benjamin noted the same Code violations as did Orman and concurred in Orman's conclusion that the structural integrity of the home had been compromised. Respondent was notified in March, 1983, of the problems with the structure but due to problems with the Munroes and with his subcontractor he was only able to replace the siding and do some cosmetic work between March, 1983 and October, 1983. In October, 1983, the Munroes contracted with Orman to correct what Orman had determined to be structural deficiencies and notified Respondent that they no longer wanted him on the job. On September 30, 1983, the final inspection was conducted by the Gulf County Building Department. The Respondent was not present at this inspection having failed to pick up a certified letter from Manuel advising him of the date for the final inspection. By letters dated February 7, 1983 (Petitioner's Exhibit No. 4), October 13, 1983 (Petitioner's Exhibit No. 5) and February 13, 1984 (Respondent's Exhibit No. 1), Manuel expressed his thinking about the Code violations and Orman's report. At the hearing Manuel testified that his thinking had not basically changed from what he had expressed in the letters. Neither the Respondent nor the Gulf County Building Department have had the residence structurally analyzed by a licensed engineer. Respondent deviated from the Plans without first obtaining approval of the Gulf County Building Department when he substituted I-Beams on 24 inch centers for 12 x 12 solid floor joists on 16 inch centers. The only evidence that this change was discussed with the Munroes was in regard to running heating and air conditioning duct work through the I-Beams because Mrs. Munroe did not want to drop the ceiling down to 7 feet to accommodate the duct work. While this change may not have affected the structural integrity of the house had the I-Beams been properly constructed and the strength of the subfloor material adjusted to account for the increased span, the evidence shows that the I-Beams were not properly constructed and that the subfloor material used was not of sufficient strength on account of the increased span. Therefore, this change affected the structural integrity of the house. It was apparent from the testimony that certain other changes in the Plans were made without prior approval of the Gulf County Building Department. However, it was also apparent from the evidence that these changes were at least verbally approved by the Munroes and there was no evidence that these changes affected the structural integrity of the house. Due to a grandfathering provision in the law, William Pitts has never taken an examination for licensure and has never been examined as to the provisions of the Code. Respondent in his testimony exhibited: (1) an awareness of the applicable provisions of the Code but not a complete understanding of them; and (2) an acceptable knowledge of he applicable construction practice.
Recommendation Based upon the findings of fact and conclusions of law recited herein, it is Recommended that the Board enter a final order finding Respondent guilty of the violations alleged in Count I and Count II of the Administrative Complaint and for such violations it is Recommended that the Board impose an administrative fine of $1 000.00 and suspend Respondent's residential contractor license for a period of one (1) year, staying the suspension and placing Respondent on probation for that period provided the Respondent: (1) pays the $1,000.00 fine within ninety (90) days; (2) obtains a current copy of the Southern Standard Building Code and agrees to keep it current; and (3) proves to the Board that he has read and is familiar with the applicable Sections of the Code that relate to his license. Respectfully submitted and entered this 2nd day of July, 1985, in Tallahassee, Leon County, Florida. WILLIAM R. CAVE 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 2nd day of July, 1985. COPIES FURNISHED: Edward C. Hill, Jr. Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Charles S. Isler, III, Esquire Post Office Box 430 Panama City, Florida 32402 Fred Roche, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee Florida 32301 Salvatore A. Carpino, General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Mr. James Linnan Executive Director Department of Professional Regulation Construction Industry Licensing Board Post Office Box 2 Jacksonville Florida 32202 =================================================================
The Issue The issue presented is whether Respondents are guilty of violating Section 471.033(1)(g), Florida Statutes, and if so, what penalty should be imposed?
Findings Of Fact At all times material to the allegations in the Administrative Complaint, Julian Irby was a licensed Professional Engineer with license number PE 43316 and Irby Engineering & Construction, Inc., held Certificate of Authorization #9511 issued by the Board of Professional Engineers. Mr. Irby has been licensed in the State of Florida as a professional engineer since 1990 and spent 21 years in the United States Navy Civil Engineer Corps. He is also a licensed general contractor. Respondent Irby was the engineer of record, with the firm name on the title block of plans for a residential construction project described as, "House Relocation, Foundation Design, 1000 Blk La Paz St., Pensacola, FL" (the relocation project). On or about June 2, 2004, Irby signed and sealed page one of one with a site plan and foundation pier detail for House Relocation at 1000 La Paz Street, and filed it with the Building Inspections Department of Escambia County (Building Department). On or about June 7, 2004, Irby signed and sealed page one of one with a site plan and foundation pier detail for House Relocation at 1000 La Paz Street, and filed it with the Building Department. On or about June 25, 2004, Irby signed and sealed six of six pages of plans (the June 25 plans) for House Relocation at 1000 La Paz Street, and filed them with the Building Department. Permitting for the project was performed in a two- step process, with a preliminary foundation plan submitted before the house was moved from the old site in order to obtain a moving permit and foundation permit. After those permits were issued, Respondents received test results from a geotechnical firm that caused some alteration in the design of the footings to accommodate the water table at the new site. The plans upon which the building permits were ultimately issued and which were used by the construction crew in the building process were the June 25 plans. On or about February 1, 2005, Irby signed and sealed seven of seven pages of plans for House Relocation at 1000 La Paz Street, and filed them with the Building Department on February 24, 2005. The seven pages of plans for the House Relocation signed and sealed February 1, 2005, and filed with the Building Inspections Department of Escambia County on February 24, 2005, represent the relocation project as completed. Changes made during construction and approved in the field are reflected in this set of plans. The Florida Building Code 2001, as amended 2003, is applicable to this case. The relocation project involved moving an existing home from Perdido Bay to a location several hundred feet further inland. The house was an elevated structure at the original location and was elevated at the La Paz address. Respondent Irby was not only the engineer of record but was also the contractor for the project. Certain features of the construction and design of the original structure were not known at the time the original plans were submitted for the foundation. For example, there was a façade that hid from view the I-beam, stringers and pipe posts under the floor of the home. These features could not be seen until the façade was removed in preparation for the move. Relocation projects are subject to certain exceptions under the Florida Building Code. Some design specifications normally required when building a house are not required for a relocation project, because the existing structure need not be redesigned or brought up to code as long as it meets conditions specified in Florida Building Code Section 101.4.2.3. There is no allegation that those conditions were not met in this case. The primary requirement for a relocation design is foundation plans sealed by a professional engineer or architect, if required by the Florida Building Code for residential buildings or structures of the same occupancy class. Respondents' plans filed with the Escambia County Building Inspections Department included foundation plans. Both witnesses testifying for the Petitioner stated that they did not review or prepare any calculations related to the plans and there was no evidence presented that the Building Department had required the calculations to be submitted with the plans. James Lane, who testified on behalf of the Petitioner, acknowledged that there is nothing in the Florida Building Code to prevent an engineer from using the dead weight of the house on the piers and the friction it creates as a method of construction. If the dead load of the house and the friction transfer from the house to the top of the piers is sufficient to address the lateral wind requirements, then straps (also referred to as connectors) would not be necessary to meet the requirements of the Florida Building Code. The main wind force resisting system for the relocation project was the embedment of the foundation piers in the fiberglass reinforced slab and continuous footing in the garage area. Page 6 of the June 25 plans specifies a four-inch minimum monolithic concrete slab with fiberglass reinforcement, using 3,000 PSI concrete, as well as number 4 rebar throughout the footings. There is no requirement that the exact location of rebar splicing be noted on the plans, and the plans are not deficient for failing to provide that information. Moreover, the Florida Building Code requires that a minimum of 2,500 PSI concrete be used. Respondents' design exceeded this requirement. Respondent Irby performed calculations, using the dead load weights in Florida Building Code Appendix A, that showed that the dead load of the existing house sitting on piers with the friction it created was more than sufficient to withstand the required lateral wind load. Mark Spitznagel, P.E., reviewed both the plans and the calculations and visited the construction site. He opined that the calculations showing wind loads could be supported using dead load friction between the house and the piers were correct, and that the Florida Building Code does not require an engineer to explain that no connector, or strap, is required under this circumstance. His testimony is credited. Despite the fact that no connectors were actually required, page six of the June 25 plans included directions for connectors that were used to provide additional support. The Administrative Complaint alleges that the plans do not provide adequate guidance for transfer of horizontal wind loads from the house to the supporting piers and posts or how the supporting piers and posts are to resist imposed loads from the house. The evidence presented at hearing did not indicate what information the Petitioner believed would be sufficient to meet the applicable standard of care. Moreover, the evidence presented supports the conclusion that the metal posts were never intended to transfer lateral wind loads, but were to support vertical loads. The metal posts were part of the existing house and not subject to redesign under the exemption afforded in Florida Building Code Section 101.4.2.3. Shear walls were not considered in the calculations performed by Irby. However, the June 25 plans included shear walls around the garage area, which served to provide extra support over and above what would be required by Irby's calculations. The detail provided on page 6 of the June 25 plans provided a clear load path from the foundation through the shear walls to the upper original structure. The June 25 plans admittedly do not provide wall thickness or metal yield strength for the pipe posts, nor weld attachment, size or thickness for top and bottom plates for the pipe posts. This information is not provided because the pipe posts were part of the original structure and there was no need to redesign them or include them in the foundation plans. The slab beneath the structure was also shown on sheets 1-3 and 6 of the June 25 plans. The slab characteristics are shown in the monolithic footing detail. The upper floor framing members, including the floor joists and the stringers and the I-beam atop the pipe posts were part of the original house design. The house was elevated at its original location, and the stringers, I-beam and pipe posts were part of the original structure. These components did not need to be shown on the plans because of the exemption provided in Florida Building Code Section 101.4.2.3. Respondents did not include main wind force resisting loads for the structure because the Florida Building Code does not require them to be shown for residential, as opposed to commercial, projects. Based on the evidence presented, only component and cladding pressures are required to be shown on the plans, and page 6 of the June 25 plans clearly provides this information. In accordance with Florida Building Code Section 1606.1.7, wind loads for components and cladding were provided showing that the structure was designed to withstand winds up to exposure category D, at 140 miles per hour. The house was actually moved and put in place on the foundation piers three days prior to Hurricane Ivan. Hurricane Ivan was a major hurricane causing extensive damage to the Pensacola area. According to the National Weather Service's Tropical Cyclone Report for the storm, Perdido Key was "essentially leveled." The house relocation project sustained no structural damage in Hurricane Ivan.
Recommendation Upon consideration of the facts found and conclusions of law reached, it is RECOMMENDED: That the Administrative Complaint against Respondents be dismissed. DONE AND ENTERED this 29th day of August, 2006, in Tallahassee, Leon County, Florida. S LISA SHEARER NELSON 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 29th day of August, 2006. COPIES FURNISHED: Bruce Campbell, Esquire Florida Engineers Management Corporation 2507 Callaway Road, Suite 200 Tallahassee, Florida 32303-5267 A. G. Condon, Jr., Esquire Emmanuel, Sheppard & Condon 30 South Spring Street Post Office Drawer 1271 Pensacola, Florida 32596 Paul J. Martin, Executive Director Board of Professional Engineers Department of Business and Professional Regulation 2507 Calloway Road, Suite 200 Tallahassee, Florida 32303-5267 Doug Sunshine, Esquire Florida Engineers Management Corporation 2507 Callaway Road Tallahassee, Florida 32303-5267 Josefina Tamayo, General Counsel Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792
Findings Of Fact Respondent, Eugene Amrhein, is a certified roofing contractor, license number CC C020238, and was the qualifying agent for Knight Roofing, Inc. at all times relevant to these cases. On or about December 16, 1982, Respondent, conducting business through Knight Roofing Inc., contracted with Evelyn Nickerson for reroofing of a home at 707 N.E. 7th Street, Fort Lauderdale, Florida for a contract price of $1,485. She gave Respondent a downpayment of $785, and upon completion of the project paid the balance of $700. Respondent commenced work on the project without obtaining a permit, as required by Section 301.1(k), South Florida Building Code. Respondent also failed to obtain an inspection as required by Section 305.2(a), of this code. On or about March 10, 1981, Respondent conducting business through Knight Roofing, Inc., contracted with Judevilla Geria for the rebuilding of an existing flat tile roof for a contract price of $4,100. Respondent did not obtain the required building permit, in violation of Section 301.1(k), South Florida Building Code. Respondent did not perform the work contracted in that only a coat of paint was applied. He failed to rebuild the existing roof by recementing each tile, replacing rotten lumber, soffitt and fascia, nor did he replace approximately 50 tiles as required by the contract. However, Respondent has honored his warranty to Geria to the extent of repairing four leaks that developed subsequent to the work. On or about June 29, 1982 Respondent contracted with Golda Oxenberg to waterproof a roof at 3253 Foxcroft Road, Miramar, Florida. The contract price was $1,000. The project was completed and Respondent was paid in full. The Respondent violated Section 301.1(k), South Florida Building Code by failing to obtain a permit for this project. On or about August 22, 1983, Knight Roofing Inc., contracted with Joseph Castellano to repair the roof of a home at 1215 1st Street, Indian Rocks Beach, Florida. The contract price was $600, and included a two-year warranty. At no time was a licensed roofer present at the job site. David Ness, then an unlicensed individual, contracted for the work, performed the work, and received the payments. At no time did the Respondent supervise the work on the Castellano home. After completion, the roof began to leak. Respondent has not repaired the leak, despite his warranty. Respondent violated Section 108.2(d), Standard Building Code (adopted by Indian Rocks Beach Ordinance 291) by failing to obtain required inspections. However, no evidence was presented to show that Respondent violated Section 108.2(b), Standard Building Code, since a permit was obtained. Respondent has moved, but failed to notify the Construction Board of his new address as required by Rule 21E- 15.07, F.A.C. On March 7, 1984, Respondent contracted with Ralph Huff for roofing work at 3210 N.E. 9th Avenue, Pompano Beach, Florida. The contract price was $5,725, and the work was completed. Respondent admitted at hearing that he failed to follow up on his warranty agreement. Respondent did not violate Section 305.2(a), South Florida Building Code since a final inspection was obtained on October 25, 1984.
Recommendation Based on the foregoing, it is RECOMMENDED that Petitioner enter a Final Order revoking Respondent's license. DONE and ENTERED this 25th day of June, 1985 in Tallahassee, Florida. R. T. CARPENTER Hearing Officer Division of Administrative Hearings The Oakland Building 2009 Apalachee Parkway Tallahassee, Florida 32301 (904)488-9675 FILED with the Clerk of the Division of Administrative Hearings this 25th day of June, 1985. COPIES FURNISHED: Charles F. Tunnicliff, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 William F. Beggs, Esquire BEGGS and VECCHIO 3012 East Commercial Boulevard Fort Lauderdale, Florida 33308 Fred Roche, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 Salvatore A. Carpino, Esquire General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee Florida 32301 James Linnan, Executive Director Construction Industry Licensing Board Post Office Box 2 Jacksonville Florida 32202
