Findings Of Fact On December 3, 1979, the petitioner forwarded to the Division of Administrative Hearings a request for a formal hearing in the instant case. On January 7, 1980, the hearing was scheduled for February 28, 1980 in Bradenton, Florida. The Notice of Hearing which was mailed to the Respondent at the address furnished the Petitioner was returned undelivered with no forwarding address. Attempts to locate the Respondent proved unsuccessful until June 5, 1981, at which time an investigator from the Board located the Respondent working as a foreman on a construction site in Clearwater, Florida, and served him with a copy of the Notice of Hearing. On April 15, 1978, the Respondent entered into a contract with Mollie Cooper to construct a 12' x 31' room addition including a family room, bedroom and bath, onto an existing residence. The contract price was $11,340.00. An initial payment of $5,670.00 was made on April 17, 1978 by Ms. Cooper to the Respondent's construction company, Southern Cross. In the contract, the Respondent agreed to complete the working drawings for the addition and to obtain building permits. The Respondent obtained a building permit for the project from the City of Bradenton, Department of Planning and Development on May 17, 1978. The Respondent began working on the addition in May of 1978. On May 30, 1978 workmen poured the slab for the addition. When Ms. Cooper awoke on June 4, 1978, she discovered approximately four inches of water in her house which was caused by the slab being poured at the wrong angle. Later that day, a workman arrived at Ms. Cooper's home and removed the ends of the roof including fascia and guttering. Nothing further occurred until June 29, 1978 when the Respondent delivered concrete blocks to Ms. Cooper's home. Ms. Cooper never spoke to the Respondent after June 29, 1978, but her lawyer did contact the Respondent's attorney regarding problems which she was having with the Respondent's work. The job was never finished by the Respondent and Ms. Cooper was required to spend approximately $1,500.00 to repair her home. The Respondent holds active registered contractors license No. RR 0012951. The City of Bradenton has no local licensing board.
Recommendation Based upon the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Respondent's license as a registered residential contractor be revoked and an administrative fine of $500.00 be imposed. DONE and ORDERED this 21st day of September, 1981, in Tallahassee, Florida. SHARYN L. SMITH 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 21st day of September, 1981. COPIES FURNISHED: Barry Sinoff, Esquire 2400 Independent Square One Independent Drive Jacksonville, Florida 32202
The Issue The issues in this case are whether Respondent violated Subsections 489.129(1)(g)2., 489.129(1)(j), and 489.129(1)(m), Florida Statutes (2004),1 and, if so, what discipline should be imposed.
Findings Of Fact Mr. Brown holds a current, active Florida State Certified General Contractor License number CG C062829. He is the owner and qualifying agent for Churchill’s Construction Co., Inc. (Churchill’s). Sometime in 2003, Churchill’s entered into two contracts with Walcott Allen to construct two homes in Charlotte County, Florida. Mr. Allen was a friend of Mr. Brown. Mr. Allen had had a contractor’s license, but the license had been revoked by the Department. Mr. Brown decided to make Mr. Allen vice president of operations for Churchill’s. The purpose was two-fold. First, Mr. Brown did not think that he would be able to be present at the construction sites of Mr. Allen's homes very often, but Mr. Allen would be at the construction most of the time. By making Mr. Allen a vice president of the company, Mr. Brown felt that the building inspectors would be satisfied that Churchill’s had a presence at the construction sites. Additionally, Mr. Brown was hopeful that Mr. Allen would be able to generate business through some of his business associates. Sometime in 2003 or 2004, Mr. Brown and Mr. Allen went to the real estate office of Debbye Fitzpatrick concerning the purchase of some lots. In 2004, Hurricane Charlie struck the Port Charlotte area and did considerable damage, including damage to the residence of John and Debbye Fitzpatrick. Debbye Fitzpatrick knew that Mr. Allen had done some construction work in the past and approached him about repairing the damage to her home. Mr. Allen advised Mr. Brown that the Fitzpatricks were interested in Churchill’s repairing the damage to their house. Sometime before December 15, 2004, Mr. Brown and Mr. Allen went to the Fitzpatricks' home to look at the damage. Neither Mr. Brown nor Mr. Allen advised the Fitzpatricks that Mr. Allen could not enter into a contract on behalf of Churchill’s. Mr. Allen gave the Fitzpatricks a business card indicating that he was the vice president of operations for Churchill’s. On December 15, 2004, the Fitzpatricks entered into a contract with Churchill’s to make the repairs to the Fitzpatricks' home. The contract was not written on the form usually used by Churchill’s. Mr. Allen signed the contract on behalf of Churchill’s. The contractor license number listed on the contract was Mr. Brown’s. The total contract amount was $65,728. Based on the contract, Churchill’s was to remove existing drywall ceilings and insulation and replace with new insulation and sheetrock, remove existing drywall and insulation for the walls and replace with new sheetrock and insulation, lay floor tiles, paint the ceiling and walls, replace all the electrical fixtures, and power wash and paint the exterior of the house. Churchill’s applied for a building permit for the repairs to the Fitzpatricks’ home. The permit application was signed “Winston Brown” and was notarized. Mr. Brown contends that he did not sign the application and that the signature is a forgery by Mr. Allen. To a layperson, the signature on the permit application for the Fitzpatrick house does differ significantly from the signature on other documents submitted by Mr. Brown, which documents he testified bore his signature. Mr. Allen commenced work on the Fitzpatrick house. On February 17, 2005, Debbye Fitzpatrick wrote a check for $7,500 made payable to Wally Allen as the initial payment for the construction work. Mr. Allen had asked Debbye Fitzpatrick to make the check payable to him rather than to Churchill’s. Debbye Fitzpatrick did not think it was out of the ordinary for the check to be made out to Mr. Allen, and she complied with his request. On March 29, 2005, Debbye Fitzpatrick wrote another check to Mr. Allen for $10,000 as a draw on the contract amount. On June 23, 2005, she wrote another check to Mr. Allen for $11,601.77. The work on the project did not go well according to the Fitzpatricks. Some of the tiles that were laid were cracked, and some of the tiles gave out a hollow sound when tapped with a wooden implement. Some of the tiles were not grouted. Some of the grout in the tile work was not sealed. Insulation was not replaced in some of the ceiling areas. Patches to the sheetrock on the walls and ceiling were visible. The texturing of the paint was not consistent, with some areas having too much texture and some areas not having enough. The workers were careless with their painting and got paint on the carpet, furniture, floors near baseboards, windows, window frames, soffits, and front porch. The workers also damaged some of the furniture and kitchen appliances during the performance of their work. The front entry door was not installed properly. The garage door was not primed and the paint peeled. The vanity top in the master bedroom was not installed properly and had to be redone by another contractor. In July, Mr. Allen and his workers stopped coming to the job site. No notice was given to the Fitzpatricks that work was going to be stopped. No one from Churchill’s ever came back to work on the project, and the work on the project was not complete and was unsatisfactory. The Fitzpatricks had to pay an electrician $1,500.00 to do work that was supposed to be included in the contract with Churchill’s. Although there was unrebutted testimony that the Fitzpatricks had to pay other contractors to repair the damage done by Churchill’s, there was no evidence presented to quantify the amounts paid and the damage sustained other than a payment to the electrician. Additionally, some of the work not completed by Churhill’s had not been done because the Fitzpatricks lack the funds to complete the work. Again, no effort was made to quantify the amount of money necessary to complete the work. Mr. Brown claims that he did not know anything about the project and that Mr. Allen acted without authority to bind Churchill’s to a contract for the project. Mr. Brown’s testimony is not credible. Mr. Brown made Mr. Allen a vice president of the company and went with Mr. Allen to the Fitzpatricks’ home to look at the work that was needed. According to Mrs. Fitzpatrick, “Mr. Allen did most of the talking as to what was to be done and what the procedure was to be and he [Mr. Brown] didn’t speak very much, but he did nod and go along with what the plan was.” One of the reasons that Mr. Brown made Mr. Allen a vice president of the company was to garner additional business. If Mr. Brown had not wanted Mr. Allen to act on behalf of Churchill’s, Mr. Brown should not have made Mr. Allen a vice president of the company. Mr. Brown knew that any work that Mr. Allen was able to secure would have to be done using Mr. Brown’s license because Mr. Allen’s license had been revoked.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered finding that Respondent violated Subsections 489.129(1)(j) and 489.129(1)(m), Florida Statutes, and did not violate Subsection 489.129(1)(g)2., Florida Statutes; placing Respondent on probation for two years; imposing an administrative fine of $1,000.00 for the violation of Subsection 489.129(1)(j), Florida Statutes; imposing an administrative fine of $1,000.00 for the violation of Subsection 489.129(1)(m), Florida Statutes; and requiring Respondent to make restitution to the Fitzpatricks in the amount of $1,500.00. DONE AND ENTERED this 14th day of March, 2008, in Tallahassee, Leon County, Florida. S SUSAN B. HARRELL 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 14th day of March, 2008.
Findings Of Fact During 1981, a five-story, ninety-eight unit condominium was constructed in Deerfield Beach, Florida. This condominium was called the "Beach House". The prime contractor on the Beach House project was "Morelite Construction Company." The licensed general contractor who qualified Morelite Construction Company at the time of the Beach House project and who was closely involved with that job was Mr. Raymond Orsi. The engineer who designed the Beach House was Mr. Alan Reese. Morelite Construction Company hired as a subcontractor "General Contractors of Florida, Incorporated," which firm was qualified by Respondent at the time of the Beach House project. At the time of the Beach House project and final hearing in this case, Respondent was licensed as a contractor as alleged in the Administrative Complaint, was qualifying agent for General Contractors of Florida, Inc. (hereafter GCOF) and responsible for that firm's work. GCOF was hired by Morelite as the "shell contractor." GCOF's contract called for GCOF to do all the concrete and masonry work in building the Beach House. GCOF was to build the structural shell of the building, leaving all plumbing, electrical, and finish work to be done by other parties. More specifically, GCOF was to construct all the plywood frames for the numerous concrete beams and columns for the Beach House, to assemble the steel reinforcing rods inside those forms, and then pour the concrete into the forms. The steel and concrete was supplied by Morelite. GCOF was also responsible for constructing the numerous concrete block walls throughout the condominium and pouring the concrete floors on each of the five levels of the condominium building. The floor joists and floor form work were done by other firms, and GCOF's responsibility was to pour concrete slabs on top of those joists and to assure proper thickness of the slabs. GCOF's contract called for the firm to construct plywood forms for the various concrete beams and columns on the Beach House, to assemble inside those forms the steel in reinforcing rods, and to pour the concrete into the forms. The steel and concrete was supplied by Morelite, but all labor and know-how was supplied by GCOF. As admitted by Respondent, after removing the plywood forms on numerous beams that had been assembled and poured by GCOF, it was discovered that extensive honeycombing on the bottom of the beams had occurred. Irregular void and pitted areas at the bottom of the beams were found where there should have been solid concrete. It was apparent that the honeycombing was caused by the failure of the concrete to reach the bottom of the forms. Although the Respondent asserted that the honeycombing was caused by an improper concrete mix which was supplied to him, slump tests performed by an independent testing laboratory from concrete as it as being delivered and used by Respondent, show that the concrete Respondent was using was in the range that would be required to properly form the beams. Acceptable construction practice calls for a contractor doing concrete work such as Respondent's firm to repair honeycombing within several days of removing the plywood forms in order to minimize rusting of reinforcing steel. The honeycombing was obvious to the naked eye and with a minimal degree at supervision by GCOF, it would have been immediately corrected. The honeycombing occurred because of Respondent's failure to sufficiently "vibrate" the concrete during the pour. Concrete is vibrated by placing a rapidly vibrating cylinder in the concrete as it is being poured into the form. The vibration tends to cause the crushed aggregate in the concrete to work its way around obstacles such as reinforcing bars and down to the bottom of the form. The honeycombing problem on this project was approximately ten times worse than would normally be expected on similar jobs of similar design and complexity. Ten percent of the concrete on this job was effected with honeycombing, whereas, normally only one percent of the concrete is affected. These voids and honeycombs constitute a violation of Section 2506.4 and 2506.6 of the South Florida Building Code which was in effect in Broward County, where the Beach House is located, when the project was being built. The Respondent received some off-color defectively mixed concrete and for one day concrete delivery was prematurely stopped. However, this occurrence was limited to one or two particular beams, and in any event did not involve the honeycombing problems, unfilled wall cell problems, or other problems alleged in the Administrative Complaint. GCOF's contract called for GCOF to place reinforcing steel in the concrete block walls throughout the project at a spacing of approximately four feet, and then to fill each such cell with concrete. Concrete block walls divided the condominium apartments from one another, and also constituted the exterior walls of the condominium building. The concrete block walls rested on the poured concrete beams for each floor. The walls were of the common variety of concrete blocks commonly seem throughout South Florida. Each such block contains holes or cells. The design called for having, approximately every four feet, a vertical series of blocks in which tee-holes were vertically aligned with one another from top to bottom of the wall. A long piece of reinforcing steel bar was then placed in the vertical series of block cells and the entire vertical series of cells was filled with solid concrete poured from above. There was a failure, however, to comply with the requirement concerning these reinforced masonry cells. On a typical section of this job, approximately 30 or more such vertical cells could be expected to be unfilled. In the same typical section of a comparable job where solid construction practices were being observed, approximately four or five cells could be expected to be unfilled. The cell problem on this project, as stated by one expert, was "grossly out of line." Moreover, in numerous cases the "cleanout holes," which were required by contract, were not present. There was a significant occurrence of instances in which reinforcing steel was not placed in the cells as required. The failure to fill the cells constituted a violation of Section 2704.10(d) of the Broward County Building Code in force when the Beach House was built. The honeycombing and unfilled cell errors occurred in GCOF's work over the course of approximately five months during which several floors of the building were being built and were seen throughout all three floors of the structure. GCOF's contract required that firm to pour the cement for each floor built. The concrete slabs should have been three inches thick, but varied in thickness from 1.75 inches to five and a half inches. It was Respondent's assertion that this variation was caused by a bow in the "Hambro" joists that were used on the Beach House. The "Hambro" joists refers to joists manufactured by the Hambro Company. Each joist has built into it a slight upward bow. The joists are supported an each end of the poured concrete beams. The joists are then covered with forms, and concrete is poured over the forms to constitute the floor of each level of the building. The weight of the concrete presses the bow out of the Hambro joist. It was Respondent's assertion that the thickness variation was caused by a design error in that the concrete weight was insufficient to press out the bow. Thus, Respondent asserted that the pattern of variation in thickness was that the concrete slabs were thickest at each side corresponding to the ends of the Hambro joists, and grew steadily thinner toward the center of the slab, where the joist bow brought the joist and subflooring to their highest point. However, field observations demonstrated that the thickness variations occurred randomly about the slabs as seen through the numerous plumbing holes routinely cut through the slabs. There was no pattern of the slabs being thinnest down their center lines. The variation in slab thickness was excessive as compared to acceptable practice in the industry, and deviated from what could be expected to be found on a similar job. The slabs were at times half as thick as required, and at other points they were twice as thick as required. These variations constitute violations of Broward County Building Code Sections 301.1, 301.2 and 301.4, in force when the Beach House was built. GCOF's duties on the job included placing certain corner steel. The corner steel was made of pieces of reinforcing steel rod, bent in an "L" shape, and placed in the beam forms at each corner of the building before any of the corner beams were poured with concrete. Their purpose was to tie the walls together where they met at 90-degree corners. The corner steel was required by the engineer's drawings and notes, and personnel of GCOF should have noted the requirement for placing said steel. None of the corner steel was placed as required. The absence of the corner steel was noted by other parties when the Beach House was approximately one-third complete. That entire one-third of the job had been done without placing any of the corner steel bars as required. The omission of the corner steel was a serious safety hazard and a violation of the Broward County Building Code Sections 302.1(e), 302.2 and 302.4. Voids in concrete columns existed underneath the beams on the project in at least two places. These vertical columns, which were formed, reinforced, and poured by GCOF were on the lower floor, and across their top ran an important horizontal beam. Upon inspection, it was noted that at the top of each column, which was designed to support the horizontal beam, the concrete had significant voids or empty spots. As a result, the load capacity of the columns was seriously weakened. These voids were critical and severely affected the structural integrity of the building. It was shown that they were visible to the naked eye and were of such a key nature that experienced construction personnel should have noted the problem immediately. Nevertheless, GCOF had removed the forms and had said nothing about the problem, allowing work to go on above without correction, adding another floor on top of the defective columns. When the problem was discovered an immediate temporary shoring all around the affected columns was ordered by the project engineer until repairs could be made. These voids constituted a violation of Broward County Building Code Section 2506.4. On July 22, 1981, the Deerfield Beach Building Department, which had jurisdiction of the Beach House job issued a stop work order on the project. The causes of the stop work order were the same deficiencies alleged in the Administrative Complaint, and described above. A series of meetings between the building department design engineer, the prime contractor, the owner and GCOF, concerning necessary remedial work was necessary. Certain repairs were done, and on August 7, 1981, the building department allowed work to resume. In July of 1981, Morelite Construction Company fired GCOF from the job due to dissatisfaction with the quality of GCOF's work. GCOF entered into its contract for the Beach House job on March 19, 1981, began work in March, and had been on the job approximately five months prior to being fired. The competency of GCOF's personnel on the job and the quality of supervision provided by Respondent and Respondent's personnel were constant problems throughout the job, and this was repeatedly brought to Respondent's personal attention. After the building department issued its stop work order, a series of meetings were held between the building department, the owners, the general contractor, Mr. Reese, and representatives of GCOF concerning necessary remedial work. Respondent did not attend any of those meetings, despite the fact that it was GCOF's work that was in issue. During the five months that Hector Vergara, the project engineer, inspected GCOF's steel placement, he never saw Respondent in the building. It was the Respondent's standard procedure to check on the job by stopping his car outside the site end asking an employee via mobile radio how the job was going. On occasion, Respondent would go to the construction shack on the job, but never ventured into the project. The failure to reinforce the masonry block walls resulted from insufficient supervision by GCOF on the job. GCOF never inspected the placement of steel reinforcing prior to the engineer' inspection. The problems cited in the Administrative Complaint were caused by a lack of supervision by the workmen of GCOF.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED That the Petitioner Construction Industry Licensing Board enter a Final Order suspending the Respondent's license for six months. DONE and ENTERED this 30th day of March, 1984, in Tallahassee, Florida. SHARYN L. SMITH Hearing Officer Division of Administrative Hearings 2009 Apalachee Parkway Tallahassee, Florida 32301 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 30th day of March, 1984. COPIES FURNISHED: Ira L. Varnum Post Office Box 3100 Deland, Florida 32720 Douglas A. Shropshire, Esquire 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 Frederick M. Roche, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32301 =================================================================
Findings Of Fact At all times pertinent to the allegations contained herein, Respondent, Charles F. Geisler, was and is a licensed architect in Florida holding license NO. AR 00006750, and the Petitioner, Board of Architecture, is the state agency responsible for regulating the practice of architecture in this state. Respondent has been engaged in the practice of architecture primarily in the design of residential and commercial structures within Sarasota County continuously since 1976. Over the past several years, he has worked on occasion, with Howard T. Bertram, also an architect, with whom he had worked for several years in an architectural firm in Sarasota. During that period, they worked together on several residential projects. Mr. Bertram was not registered as an architect at the time the project in question was designed. Under Florida law and the provisions of Sarasota's building code, any individual, not necessarily an architect, may legitimately prepare plans for a single family residence. Mr. Bertram was contacted by Chester Kuttner, a Chicago real estate developer who also has worked in Florida, to design a single family residence for him on Ringling Point in Sarasota. Because this site is located in a coastal high hazard area, and a V-20 zone, Regulations promulgated by the United States Federal Emergency Management Agency, (FEMA), established certain requirements to include the requirement that a residence to be constructed in the V-20 zone must be designed by a registered architect; must have an elevation no less than 16 feet above sea level; and must be designed and build so as to resist a certain wind velocity. All this was explained to Mr. Kuttner by Mr. Bertram. Nonetheless, Mr. Kuttner desired that Mr. Bertram design his home. Bertram agreed and began the development of the design concept, but once the project reached the point where working and construction drawings were necessary, and the involvement or a registered architect was required, Mr. Bertram proposed to Kuttner that Respondent be employed to work with him to insure that all FEMA and other requirements were met. Mr. Kuttner agreed. Respondent thereafter submitted a set of plans to the Sarasota building office for review as a prerequisite to the issuance of a building permit. The initial set of plans submitted in September was rejected because of the failure of the plan to meet requirements regarding fill, slab, and the elevation of the swimming pool. None of the original objections had any relationship to those areas in issue here. A second set of plans was submitted by Respondent in November, and approved by the city. These plans bore his seal as architect, and it was his responsibility to determine whether the plans were in compliance with FEMA and State requirements. Though the city officials reviewed the plans, they did not do a complete structural analysis to see if the plans complied with FEMA structural requirements. The plans did, however, comply with local elevation and zoning requirements. According to Mr. Hewes, the building official, the house involved here is similar to many built in coastal areas. It is an elevated house with the bottom portion open, and the living quarters up and over the open parking area below. Because of FEMA criteria, the lower level could not be used for habitation at this location. Respondent admits to sealing both the original and modified plans for the Kuttner house. With regard to the original plans, he prepared sheets 5-1 and 5-2, the structural plans, but merely reviewed sheets 1 - 7 which had previously been prepared by Mr. Bertram. In that regard, Respondent and Bertram went over the plans together and discussed them, and in light of their review, the matter seemed to be appropriate to Respondent who, admittedly, did no calculations. As to the second set of plans, again Respondent drafted sheets 5-1 and 5-2, dealing with the structure, which he revised from the September plans to meet the changed conditions. This applies to the other pages as well, which he checked only as to the required changes. Respondent knew these plans were to be used to get a building permit, and he was aware that the building was to be constructed in a V-20 zone, with an elevation of 16 feet. The original plan for the Kuttner home called for the use of fill to support a concrete slab which would form the floor of the upper habitation area. When, after consultation with governmental authorities, it was decided to remove the fill, Respondent recognized he had to redesign the structure as a wooden frame with truss joists. The use of pilings, as called for in the original plan, remained as a part of the second set. The structure was built as planned. Respondent was present when the piles were driven to insure they were put in the right place; he was on the scene when the steel beams were put in; and came out again to solve a problem regarding plumbing vents and air conditioning ducts. He indicates there was an upgrade in the steel beam size in the floor beam supporting the master bedroom area as a matter of economic convenience to the supplier. These larger beams were installed at no additional cost as was an additional roof beam. "Detail" drawings were provided in some areas, especially the footing areas, (detail A on S-I; detail B on S-1; and base plate and anchor bolt on S-2; and frame sections on S-2). There were no details as to stair framing. Wall sections are detailed in the first 7 sheets, and details of the roof tiedowns are show there as well. Respondent provided for lateral wind loads through a device which called for this load to be transferred to the outer walls. Petitioner's expert claims this was improperly done. The plans do not show plumbing details, but there is no requirement for plumbing details to be shown in single family residence drawings. The drawings must show the location of the structure on the property foundation, floor plans, elevations, and a typical wall section. Requirements in the electrical area include only the locations of outlets and switches. Respondent admits to being compensated by Mr. Kuttner for the services rendered in the design and construction of the building. The comment appearing on the first page of the plans regarding the seal being applied at no charge as a political statement was made as a result of the Respondent's philosophical disagreement with the short-lived Florida sales tax on services. He claims his comment was true: that no charge was imposed for the placement of the seal, but he readily admits he was compensated for his architectural services. This seal comment apparently prompted inquiry by the Board and colored the thinking of several Board witnesses who believed Respondent "sold" his seal to an unlicensed architect. This is not true, however. Respondent performed bona fide architectural services and his seal was properly utilized. Mr. Bertram, who at the time he designed the Kuttner residence, was not registered as an architect in Florida, received his license in January, 1988. His participation in the Kuttner project included development of the design concept, and the accomplishment of the working drawings on which he brought in Respondent as a licensed architect to work with him on the FEMA zone portions. According to Mr. Bertram, he and Respondent met many times on the project. Mr. Bertram's testimony fundamentally supports and confirms in major detail that of the Respondent. He points out that the residence as ultimately constructed, was little changed from the concept design on the September plans. The major difference was the removal of fill and the structural concrete slab as a base for the living area portion of the house, and the substitution of truss joists therefor. What is incontrovertible is that the house, as designed by Bertram and the Respondent, is still on the site where it was constructed, and is occupied by the original owner who is quite satisfied with it. According to both Bertram and Mr. Kuttner, no material changes have been made since it was completed. The project was not, however, so well thought of by Mr. Philip V. Scalera, an architect licensed in both Florida and Georgia, and a consultant for the Board, whose primary architectural practice deals with commercial structures. He does, however, have some experience in residential design, and in his opinion, the subject building, multistory in design and constructed of steel beams on pilings is no different, structurally, from a commercial building. Mr. Scalera, at the request of the Board, reviewed the drawings encompassed in both sets of plans submitted to the Sarasota building office. According to the plans, the structure was to be a wood frame structure above a slab. The first set of drawings indicated the property was to be a conventional slab on grade construction. The structural drawings show no location or information, however, concerning the pilings, and in Mr. Scalera's opinion, it would not be easy to understand the type, location, or load bearing capability of the pilings based on these drawings. He feels this type of structure should be designed for uplift and load bearing. In his opinion, therefore, the first set of drawings regarding the foundation are inadequate. However, the first set of plans were withdrawn and not utilized by the contractor for the construction of the project. It is noted, however, that the first and second set of plans are quite similar, and in that regard, Mr. Scalera points out, as to the second set, his comments regarding the foundation support are not changed. In his opinion, there is insufficient information provided as to the capability of the piling. Other defects found by Mr. Scalera in the second set of plans included: The "details" for retaining walls were non existent. Mr. Scalera feels that in this case, such details were required due to the critical nature of the walls, which included the support and retention of the structure. The "details" for the superstructure were inadequate. The "columns to footage anchorage" are critical and must be evaluated. This can be done only through the use of "details." Here, there is only one "detail" with no calculations by engineers shown and, in Scalera's opinion, this is insufficient. The "detail" regarding the "moment connection", drag bracing, or a means to prevent distortion of the structure by horizontal wind force is absent. There is a "diaphragm" method which can be used for this which is a panel to absorb pressure, and an outer wall, (shear wall). Here, however, no shear wall is shown. Only a glass wall is indicated and glass walls are not capable of resisting lateral wind pressure. On a steel building, with a steel frame, as here, steel or masonry would have been the natural material to resist the wind force, and there is no indication that this is provided. The "details" for stair landings and wall sections are needed but not provided. S-1 on the second set of plans shows joists which bear on the beam which has no support. S-2 shows a stair opening, but the detailing contained in the drawings does not show sufficient detail to allow reviewing officials to oversee construction. The "tie-down" anchors the roof joist to the wall plate and is used to prevent the wind from lifting the roof off the structure. The instant plans call for an overhang of 9 feet, and the uplift force for such an overhang is such as would cause the hurricane clips called for in Respondent's plans to fail. Scalera believes that the fact that the house is still standing means nothing. The design should be sufficient to meet the requirements of an unusual occurrence, in this case, a 50 to 100 year hurricane, and since the construction of this residence, no such winds have been experienced. The lateral bracing used by Respondent is insufficient. The only lateral bracing called for in this plan is made of plywood sheeting on one side. More detail should be shown, with specifications which were absent. Floor beams were, in the opinion of Mr. Scalera, inadequate in size. The glass type, thickness, and means of support called for in the plans are not detailed. In the absence of appropriate detail, neither Mr. Scalera nor the building officials would be able to determine whether the plans came up to standards. The plans do not appear to comply with the requirements for buildings in a V-20 zone, (16 feet elevation), in that: They are on compacted fill contra to the code, (changed in the second plans) The sewage and waste water control is not designed through the use of plumbing drawings, and The structural integrity of the building appears to be beyond the architect's responsibility area. Many structural designs for moment connections and joints are improper or uncalculated. In Scalera's opinion,; these designs should have been done by an engineer, not an architect. Turning to the second, (November) set of plans, Mr. Scalera also believes these are not of a sufficiently high standard to inform the user properly. The documents do not clearly and accurately identify the design of all segments to which they relate. The drawings have lent themselves to a lack of continuity. The plans appear to be detrimental to the client because the project, based on these plans, could not be bid accurately and the actual cost would exceed competitive bidding by a large margin. They are also detrimental to the public at large because the building has the definite potential for failure under stress conditions. Taken together, in Mr. Scalera's opinion, the Respondent has not conformed to the standards for the practice of architecture in Florida, and has been negligent. He believes the structural components are not incidental to the plans but are of paramount importance, and, in his opinion, Respondent was not competent to design the structural components used herein. Mr. Geisler and Mr. Bertram both pointed out that they had worked with the contractor selected to build the structure in issue here and he was familiar with their way of doing things which would lead to a better job even if not all detail was contained in the plans. Mr. Scalera discounts that contention, stating that the fact that the architect had worked with a particular contractor previously would not justify his putting less detail in his plans than would be required in plans to be used by a contractor not familiar with the architect. This is accepted and so found. Many of Mr. Scalera's conclusions were supported by the testimony of Mr. Power, a licensed structural engineer, who described the Kuttner residence as "a very unusual steel skeleton and wood constructed building." Mr. Power examined the property and the drawings and found the latter to be inadequate to make an evaluation of the superstructure. Nonetheless, he felt the plans were inadequate for several reasons. In less detail than that utilized by Mr. Scalera, he opined that: The details of the superstructure as to wind loads were inadequate. The column to footing anchorage details were less than as he would wish, but he was unable to form an opinion as to whether they were adequate. He did point out, however, that there were no details available on those areas of the project related to resistance to lateral wind loads, and those details are required because wind exerts pressure in the form of lift on the top of the roof; uplift on the bottom of the roof; uplift from under the building; and pressure on the windward side of the building as well as suction on the leeward side. Mr. Power points out that the requirements applicable here indicate that the design must provide for the structure to sustain a 10 foot wall of water driven by 110 mile per hour winds, as well as the impact of the wave and debris pileup on the pilings. Mr. Power also points out that one way of resisting wind load is through duplication, and in his opinion, the detail as to that in these plans is insufficient. With regard to the tie downs, designed to hold the roof to the structure, the detail provided calls for a particular type of commercially produced joinder. Power's calculations indicate that the type of joinder called for in the plans is inadequate in that the clip called for is inadequate to hold the roof under the conditions possible. Another of Mr. Power's concerns deals with the indications for lateral bracing on the outside wall of the mezzanine floor, where he felt the bracing was inadequate, and the failure to provide specifications for such is a defect. Mr. Power also reviewed the plans in regard to the adequacy of the floor beams, and concluded that the floor beam on line 2 from grid line B to D was inadequate under dead and live gravity loads. The beams themselves are not properly braced, and appear grossly inadequate when subjected to lateral wind load. Further, the beam on line B, from 2 to 4, at elevation 26' 3 3/4", and the beam on line B from 6 to 8 at elevation 30" 3 3/4", are inadequate because the are adjacent to openings in the floor. Mr. Power concluded that the plans do not comply with the FEMA requirements for a zone V-20 location because they fail to provide the required safety called for in the building codes. The steel columns which are 6 x 9 would be insufficient even if details for the moment connection were provided, and they were not. The provision of the other beam, which is much stronger, as was claimed by Mr. Geisler in his testimony, would make it safer. Nonetheless, he believes the design in these plans, as they relate to beams and columns, would be inadequate to withstand the code specified wind loads in either direction. In substance, Mr. Power is of the opinion that Respondent's initial and revised plans here are not of sufficiently high standard to inform the users of the requirements intended; they do not clearly and accurately indicate the design of all essential parts of the work to which they refer; and, as drawn, may well be detrimental to the client and the public at large. According to Mr. Power, when the Respondent signed and sealed these plans, he assumed responsibilities for them as submitted, and could not rely on any supplier or contractor to make changes which would rectify an otherwise unacceptable situation. Here, Mr. Power believes that the standard of practice, as it relates to structural design only, as contained in the plans in issue, was not met by the Respondent. Admittedly, this analysis is based upon review of the plans only, and if he could see the specifics of the project, it might change his opinion on the adequacy and safety of the superstructure. It would, however, not change his opinion as to the adequacy of the plans. Respondent points out that his plans had a note requiring shop drawings and the steel joist and concrete reinforcing people submitted them. They were reviewed by Respondent and he feels that they complied with his instructions and with the standards of the practice in Florida. Mr. Power admits that shop drawings are very common and almost all buildings are built through the use of these drawings in addition to the architect's plans. Shop drawings are used to establish dimensions so that prefabricated elements can be constructed, and to indicate to the designer that what is on his drawings was understood. Shop drawings do not bear the seal of the professional, and it must not be overlooked or forgotten that the responsibility in architecture lies with the architect's seal, not the shop drawings. In Mr. Power's opinion, what the Respondent accomplished here was not at all consistent with what Power has seen as acceptable practice in the profession. In defense of his plans, Respondent pointed out that he has designed several properties for FEMA locations in Florida in both the V zone and the A zone. He has worked with structural steel components on at least two occasions, and in his opinion, his design of the superstructure on the Kuttner house complied with FEMA requirements. Respondent also claims his plans provided for column to footage anchorage at S-2. All steel joists were to be fully welded to develop maximum moment resistance and to create a rigid frame. The plywall insert panels were designed to carry a wind load sufficient to resist deformation in their plane, and the floor joists were designed to resist wind deformation in the horizontal plane. According to Respondent, an expert in soils analysis did borings of the soil on the site and recommended the type and size of the footings, and here, Respondent called for the use of a 12 inch instead of a 10 inch piling. Both the Respondent and Mr. Kuttner are of the opinion that the complaint in this case was initiated by one of Mr. Kuttner's neighbors, an architect himself, who wanted to design the Kuttner residence. When Kuttner refused, this neighbor allegedly took umbrage and resisted the project down the line. When Respondent designed the superstructure, he claims to have considered the wind effect as outlined by Mr. Power, but did not specify the thickness of glass to be used since it was not required. Where the plans call for welding steel joints at S-2, this appears to conform to AISE standard practice. The plywood walls were to serve as a diaphragm to counter wind effect. The framing and connections for those is found in the plans at PA-4. Bolts at 48 inches on center at the bottom plane are called for with studdings to be tied in there and plywood attached in accordance with the undetailed standard nailing pattern set out in the building code and known to all certified contractors. He admits that his plans did not specify a nailing pattern at the truss joinders, but he claims they did not have to. This is not necessarily so if the plywood is being used to address lateral wind load. Admitting that the requirements for nailing patterns is incorporated into the building code which governs all construction and compliance with the code is required by all contractors, Mr. Power nonetheless feels that the nailing pattern is dependent upon the load to be supported and that determination should not be left up to the contractor, but should be specified by the architect in the plans. This would seem to be a logical and supportable position.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is, therefore: RECOMMENDED that by Final Order of the Board of Architecture, the Respondent, Charles F. Geisler, be reprimanded, be assessed a total administrative fine of $1,000.00, and be placed on probation for a period of two years under such terms and conditions as may be prescribed by the Board. RECOMMENDED this 14th day of August, 1990, in Tallahassee, Florida. ARNOLD H. POLLOCK, Hearing Officer Division of Aministrative 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 14th day of August, 1990. APPENDIX TO RECOMMENDED ORDER IN CASE NO. 89-6934 The following constitutes my specific rulings pursuant to S. 120.59(2), Florida Statutes, on all of the proposed Findings of Fact submitted by the parties to this case. FOR THE PETITIONER: 1. & 2. Accepted and incorporated herein. & 4. Accepted and incorporated herein. Accepted and, as appropriate, incorporated herein. Accepted and incorporated herein. -11. Accepted and incorporated herein. 12. Accepted and incorporated herein. 13.-15. Accepted and incorporated herein. 16. Accepted as it states Mr. Bertram prepared all with the Exception of S-1 and S-2, but rejected as it implies Respondent did not work on the other with Bertram or assume responsibility for his work. FOR THE RESPONDENT: - 3. Accepted and incorporated herein. Accepted and incorporated herein. - 7. Accepted and incorporated herein. 8.- 10. Accepted and incorporated herein. Accepted and incorporated herein. Accepted and incorporated herein. Accepted and incorporated herein. Accepted. Rejected in that the first plans did not comply with stated requirements. Accepted as to Respondent's contentions without conceding the detail, specifications, and requirements were adequate. Rejected. Scalera's objections went to the professional quality of Respondent's work. As an expert, his testimony is accorded same weight. Irrelevant. & 20. Accepted. Accepted. Finding for Respondent on this point. Not a Finding of Fact but merely a statement of the allegation. Respondent's courses in the area of structural engineering appear to be no more than a normal architectural student takes. This issue was resolved against the Respondent. Accepted but not controlling in light of the evidence on the effectiveness and weight of shop drawings. Accepted but irrelevant to the issue of quality of quality of performance. See 22. Rejected. Accepted and treated herein. Rejected. 30.- 33. Accepted and incorporated herein. COPIES FURNISHED: Bruce D. Lamb, Esquire Department of Professional Regulation 730 S. Sterling Street, Suite 201 Tampa, Florida 33609 Stanley Marabel, Esquire 1800 Second Street, Suite 715 Sarasota, Florida 34236 Kenneth D. Easley General Counsel Department of Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-0792 Patricia Ard Executive Director Board of Architecture 1940 North Monroe Street Tallahassee, Florida 32399-0792 =================================================================
The Issue The issue for consideration in this hearing is whether Respondent’s license as a residential contractor in Florida should be disciplined because of the matters alleged in the Administrative Complaint filed herein.
Findings Of Fact At all times pertinent to the issues herein, Petitioner, Construction Industry Licensing Board, was the state agency in Florida responsible for the licensing of contractors and the regulation of the construction industry in this state. Respondent, Kenneth Ronald Boaz, was a residential contractor holding license CR C035360. He was the qualifying agent for Revival Remodelers, and was doing business under that name. On or about August 23, 1996, Respondent, doing business as Revival Remodelers, entered into a contract with Vicky L. Smith to construct a 20 by 24-foot room addition to her residence located at 13281 Clay Avenue in Largo, Florida. The contract price for the addition was listed as $25,000, plus permit fees, and Respondent accepted a partial payment of $21,072.60 from Ms. Smith. Respondent was instrumental in helping Ms. Smith get the financing for the project. On September 5, 1996, Respondent obtained permit No. 146699 from the Pinellas County Building Department. Before starting construction on the room, Respondent arranged for several large trees to be removed from the area of Ms. Smith’s back yard near where the rear wall of the addition would be located. When the trees were removed, the holes left by their removal were to be filled with dirt. Though Respondent arranged for the trees to be moved, Ms. Smith paid an additional $680.00 to the sub-contractor who removed them. Respondent was aware that the trees had been removed and the holes filled with dirt. Respondent began work shortly after the removal of the trees and the filling of the holes. Ms. Smith claims she did not see anyone do any compacting of the soil where the trees had been removed, but the footers and slab were poured and finished. Whereas the Pinellas County Building Code does not require a soil compaction test, it provides that foundations shall be built on undisturbed soil of properly compacted fill. At Ms. Smith’s request, construction slowed down but continued while she tried to find additional financing to complete the work. Finally, Respondent and Ms. Smith agreed the work would cease until she could obtain the amount remaining due under the project. At this point, Ms. Smith owed Respondent approximately $4,000. Ms. Smith claims that even before this, however, she noticed cracking in the concrete slab. This worried her because she wanted to lay tile as flooring. But when she mentioned this to the Respondent, he told her not to worry as he would take care of it. He did not do so, however. Because of her concern, in the Spring of 1999, Ms. Smith called the Building Department in Clearwater and the building inspector from the county came out to inspect the work. The inspector issued a red tag for the work, signifying it was unacceptable. Ms. Smith also contacted other contractors to see if tile could be successfully laid on that slab. Each has said it could not. No other contractor with whom she has spoken is willing to take over the job without additional soil compaction. One contractor gave her an estimate of $47,500 to re-build the room. Another contractor quoted a price of $44,800, but both include items not on the contract she had with Respondent. Respondent last worked on this job in December 1996. Since that time, Ms. Smith has talked with him about the quality of his work and has had two mediation sessions with him without any success. The room has not been completed because there is substantial question whether the existing work done by Respondent can be successfully completed. The defects in the construction are manifested by the following: There is a separation of the additional wall from the existing house wall of from between 1/2 to 1 inch. The roof of the addition leaks and the insulation is moldy and falling. There are cracks all over the additional floor and outside patio slab. The corners of the addition are dropping. Cinder blocks in the addition walls are cracking The lintel is broken in three places. Ms. Smith has done no more construction on the addition because she filed her complaint with the Department and is waiting to see what is done. However, she has painted and sealed the exterior walls. The leak is not through the wall cracks but through the roof. After her complaint, Respondent had someone from PSI, an engineering consulting firm, come out and perform a soils compaction test. As a result of that test, several different formulae were offered to fix the problem, but Ms. Smith was not satisfied, considering it no more than a "cover-up." Finally, Respondent offered her a structural solution to the problem that would remove the red tag. Ms. Smith would put the balance owed, plus some additional money into an escrow account, whereupon Respondent would fix the problem. However, because Ms. Smith no longer has any confidence in the Respondent, she does not want him to do any of the work. She contends that Respondent never agreed to fix the problem if she would put what she stilled owed him in escrow - only if she would add to it. Kevin McGinley is a licensed general contractor who in 1997 was asked by Ms. Smith to give her an estimate on making repairs to and completing the addition started by Respondent. His examination of the site showed severe settling on the addition. The work appeared to have been built on an uncompacted pad which caused settling, and McGinley did not want to be responsible for the work. Therefore, he gave Ms. Smith an estimate to tear down what had been done by Respondent and to rebuild from scratch. His work would include an inspection by a soils engineer to see if the existing soil would support the project. While cracks in a slab can be repaired, in the instant case, without knowing what caused the problem, he would not want to try to fix it. Wendell G. Wardell, a building inspector for Pinellas County, first inspected this project on September 16, 1996, when he went out for the slab inspection. There were several problems with the site, none of which related to the instant problem, and all of which were cleared up by November 21, 1996. He was again sent to the site somewhat later based upon a complaint by the owner. On this visit he saw cracking and settlement of the slab and he issued the red tag. Neither Respondent nor the owner called for a re-inspection that would be required before work can resume because work was not resumed. Mr. Wardell noted that a compaction test was not required by the county before the permit was issued in this case, though sometime it is required. Mr. Yaxley, a consulting engineer, visited the site in April 1998. Ms. Smith was present at the time. He observed the cracking in the floors and walls and the mildew in the roof. The most obvious defects were the 1/4-inch cracks in the floors and walls of the addition. After studying the site and the results from the two other laboratories that tested the site, he concluded that the removal of the trees caused the holes several feet deep that were then filled with 20 square yards of dirt. This fill dirt should have been compacted in a reasonable manner, and it was not. Yaxley reasoned that Respondent knew of the holes and the placement of the fill dirt and he should have done tests to ensure the compacting was done properly. The use of a bob-cat, a front-end loader, as used here, did not provide the appropriate compaction. However, removal of the trees was a clue that a closer look at the soil was required. Yaxley examined the laboratory work done on the property and determined there are two voids left under the soil from the removal of the trees. One is about 18 inches down and the other at about three to four feet down. Compaction may or may not cure this. Settling may continue for a long time. While one void could have been an unknown factor, the existence of the three trees was a known factor, and proper caution and judgment would have called for further inquiry to determine the status of the sub-surface. Respondent claims he had no knowledge of any voids in the soil. He compacted with water and soil in layers but this compacting was done under the slab area, not where the holes were filled. He used a concrete contractor to do this work and has always found it to be consistent with acceptable standards before. There are several other defects in Respondent’s performance, according to Yaxley. The core of the slab shows no reinforcing of the concrete either by welded steel or fabric fiber mixed in with the concrete; the roof deck is mildewed; there are cracks in the slab and between the main building and the addition; there are step cracks in both the north and east wall of the addition; and the bracing and attachment of the east gable above the concrete block is not adequate. Mr. Yaxley went back to revisit the property on October 5, 1998, and found that as of that time, no corrective work had been done. The problem with the property can be fixed with injections of grout and the installation of pilings. If that were done properly, Ms. Smith would be able to safely install the tile flooring she wants. However, if nothing is done, the cracks will remain and probably get worse. Respondent contends that the removal of the trees did not create holes that required fill. He asserts that the fill dirt brought in was procured at the request of the Building Department that wanted it to construct another swale on the property. Mr. Boaz admits to not using reinforcing steel in the concrete slab he poured. Instead, he ordered the fiber- reinforced concrete at a thickness of more than six inches, which exceeds the code requirement of four inches. He did not know, until he heard Mr. Yaxley’s testimony, that the concrete poured by his sub-contractor was not fiber-fill.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is recommended that the Construction Industry Licensing Board issue a final order in this case finding Respondent guilty of negligence resulting in danger to property, and misconduct in contracting, and imposing an administrative fine of $5,500. It is also recommended that Respondent be ordered to pay restitution to Ms. Vicki Smith in the amount of $21,072.60 or, in the alternative, within 90 days from the date of the final order, undertake such remedial construction activity as is necessary to remove the red tag issued by the Pinellas County Building Department regarding this project. DONE AND ENTERED this 25th day of May, 2000, in Tallahassee, Leon County, Florida. ARNOLD H. POLLOCK 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) 921-6947 www.doah.state.fl.us Filed with the Clerk of the Division of Administrative Hearings this 25th day of May, 2000. COPIES FURNISHED: Robert A. Crabill, Esquire Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32388-2202 Warren Knaust, Esquire Knaust & Valente, P.A. 2730 Central Avenue St. Petersburg, Florida 33712 Barbara D. Auger, General Counsel Department of Business and Professional Regulation 1940 North Monroe Street Tallahassee, Florida 32399-0792 Rodney Hurst, Executive Director Construction Industry Licensing Board Department of Business and Professional Regulation 7960 Arlington Expressway, Suite 300 Jacksonville, Florida 32211-7467
The Issue The issue presented is whether Petitioner's application to qualify an additional business entity should be granted.
Findings Of Fact Petitioner Joe Neubauer started working in construction in 1962. He was employed by his father, who was a general contractor, and learned both the residential and the commercial construction business from him. In the early 1970s Petitioner began working on his own doing re-modeling work. He worked for owner/builders and did not need a contractor's license. In 1983 he achieved licensure in Florida as a state- certified general contractor. From 1983 to 2004, he worked under the business name of Joe Neubauer General Contractor. During that time period (and prior to his licensure) he bid on jobs, applied for permits, supervised sub-contractors, dealt with inspectors and inspections and physically performed work himself from the beginning to the end of the project. In 2004 he suffered a back injury while driving a race car. Since he was unable to work at that time, he placed his license in an inactive status. He subsequently recovered from his back injury and is not physically limited as a result of it. In 2005 he and his wife formed Florida Builders LLC. He wanted to activate his state license and needed to incorporate to get his license back. His license was activated. The intended and primary business purpose of Florida Builders LLC has been the sale and installation of hurricane shutters. Florida Builders has done no other work except for the installation of a roof. Prior to April 2006, Petitioner had discussions with Jose Barajas, the president and majority stockholder of Precision Drywall, Inc. He had known Barajas and Michael Schiavone, Precision's qualifier, for 20 years as business associates and as friends. When Schiavone died, Barajas contacted Petitioner seeking to have Petitioner become the qualifier for Precision. During and as a result of those discussions, Petitioner met many of Precision's employees, became familiar with Precision's finances and contracts, and visited some of Precision's job sites. Precision is a large company, specializing in the installation of drywall. Although installing drywall does not require supervision by a state-certified general contractor, Precision's large commercial projects frequently require bonding, and having a state-certified general contractor overseeing Precision's construction activities would be important in obtaining bonds. In addition, having a state- certified general contractor overseeing Precision's construction activities would allow Precision to expand its activities beyond the installation of drywall. Thus, there were advantages to Precision from hiring Petitioner. There were also advantages to Petitioner from becoming Precision's qualifier. Since the hurricane shutter business was not doing well, Petitioner in effect had no job or income. He no longer wanted to perform construction activities as a hands- on worker, but he had very much enjoyed running his own construction company and wanted to again become involved in the industry in a position of responsibility. Accordingly, Petitioner and Barajas agreed that Petitioner would become Precision's qualifier. Since Petitioner was not making a living in the hurricane shutter business, and since Precision wanted him to be its qualifier, it was agreed that Precision would pay Petitioner $1,000 a week while he was obtaining approval to be Precision's qualifier, with the amount of salary to be adjusted after Petitioner began his full-time employment with Precision. In April 2006 Petitioner filed his application to qualify Precision Drywall, Inc., as an additional business entity under his state-certified contractor's license. In July 2006 he appeared before the Additional Business Committee of the Construction Industry Licensing Board. The Committee determined that Petitioner did not intend to carry out his responsibilities for the construction activities of Precision Drywall, Inc., and that he intended to "broker" his license. It is clear from Petitioner's testimony under oath at the final hearing in this cause that he does intend to work full-time at Precision, carrying out his responsibilities for the construction activities of that company. In fact, he testified that he was willing to alleviate any concern the Board might have by resigning as the qualifier for Florida Builders, LLC, after which his wife could still sell hurricane shutters under that corporate name but could no longer install them. A review of the transcript of Petitioner's appearance before the Committee reveals, as Petitioner testified in the final hearing, that he was nervous and made jokes to overcome that nervousness at the meeting. The transcript does not reflect that Petitioner (or his wife, who answered many of the questions asked by Committee members) was under oath or understood the time-frame being questioned. Similarly, Petitioner's testimony in his deposition appears to confuse, as did some of the questions asked, the time periods when he was working full-time as a general contractor and the recent time period when he was simply selling and installing hurricane shutters when he was lucky enough to have some purchasers. When questioned at the final hearing in a chronological sequence, Petitioner's description of his activities through different time periods makes it clear that he is not gainfully employed and wishes to be and that being the qualifier for Precision Drywall gives Petitioner the opportunity to be employed in a position where he is responsible for the construction activities of a company rather than being a laborer during this phase of his life. Petitioner has 44 years of experience in all phases of construction. He has the qualifications required for state licensure, has been so licensed for over 20 years, and has only had one complaint filed against him during that time, which resulted in a reprimand and a $500 fine. He is willing to resign as the qualifier for Florida Builders LLC in order to work full-time for Precision Drywall, Inc. There is no basis for denying Petitioner's application to qualify Precision Drywall but for the Committee's concern that he could not work full-time for two different companies. It is clear that Petitioner has no such intent to do so--only to work full-time for Precision Drywall, supervising its construction activities.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that a final order be entered approving Petitioner's application to qualify Precision Drywall, Inc., as an additional business entity whether or not he resigns as the qualifier for Florida Builders LLC. DONE AND ENTERED this 1st day of February, 2007, in Tallahassee, Leon County, Florida. S LINDA M. RIGOT 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 1st day of February, 2007. COPIES FURNISHED: G. W. Harrell, Executive Director Construction Industry Licensing Board Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792 Josefina Tamayo, General Counsel Department of Business and Professional Regulation Northwood Centre 1940 North Monroe Street Tallahassee, Florida 32399-0792 Claudel Pressa, Esquire Office of the Attorney General The Capitol, Plaza 01 Tallahassee, Florida 32399 William G. Shofstall, Jr., Esquire The Law Office of William G. Shofstall Post Office Box 210576 West Palm Beach, Florida 33421
The Issue The issue for disposition is whether, as alleged in the Administrative Complaint, Respondent committed various violations of Chapter 489, F.S., regulating the practice of contracting, by failing to complete a roofing job which he had agreed to perform.
Findings Of Fact At all times relevant, Michael W. Ballans was licensed by the State of Florida as a certified building contractor, holding License Number CB C036542. He qualified as an individual doing business at 1107 Oregon Avenue, St. Cloud, Florida 32769. On April 6, 1988, H. Earl Fisher signed his acceptance of a written proposal by Michael Ballans for Ballans to install a new roof on Fisher's double-wide trailer at 7650 E. Irlo Bronson Memorial Highway, in St. Cloud, Florida. The price for the job was $1,575.00, for supplies and labor. Fisher made an initial payment of $1,018.00 on June 6, 1988. Materials were delivered to the job site, but Ballans never commenced work. Fisher contacted Ballans four or five times to try to get him to do the job or to get someone else to do it. Ballans never returned the funds and at one point told Fisher that he could not do the work because he lost his insurance. Fisher did not agree to do the work himself and told Ballans he wanted the money back and the materials removed from his property. Stanton Alexander was qualified as an expert in construction industry contracting, including roofing. He has practiced in the profession for approximately thirty years. He served two terms on the construction industry licensing board, including a term as chairman. He has testified in the past as an expert in construction industry practices. A contractor terminates his responsibility under a contract after payment and final inspection and a certificate of occupancy has been issued. Until then, he is responsible for completion of the job. Proper procedure when a contractor becomes unable, to complete a job is to refund the money and remove the materials or to get permission from the building department and owner to bring in another contractor to complete the work. Michael Ballans did neither, and simply abandoned the job. This deviation from the standards of construction industry practice constitutes incompetency or misconduct.
Recommendation Based on the foregoing, it is hereby, RECOMMENDED That a Final Order be entered finding Michael W. Ballans guilty of violations alleged in Counts I, II and IV of the Administrative Complaint, and imposing a fine of $500.00. DONE AND RECOMMENDED this 16th day of April, 1990, in Tallahassee, Leon County, Florida. MARY CLARK Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904)488-9675 Filed with the Clerk of the Division of Administrative Hearings this 16th day of April, 1990. COPIES FURNISHED: Jack L. McRay, Esquire Dept. of Professional Regulation 1940 N. Monroe St., Suite 60 Tallahassee, FL 32399-0792 Michael W. Ballans 2314 Knob Hill Drive, Apt. #12 Okemos, Michigan 48864 Kenneth D. Easley, General Counsel Dept. of Professional Regulation 1940 N. Monroe St., Suite 60 Tallahassee, FL 32399-0792 Fred Seely, Executive Director DPR-Construction Industry Licensing Board P.O. Box 2 Jacksonville, FL 32202
The Issue Whether Respondent violated Sections 489(1)(d),(j) and (m), Florida Statutes?
Findings Of Fact At all times relevant Respondent was licensed as a registered residential contractor in Florida and held license number RR0046781. Sometime in late April, 1985, Respondent entered into a contract with Mr. Reames. The contract called for Respondent to build a house at 1512 S.E. 24th Avenue, Ocala, Florida. Mr. Reames moved into the house on December 23, 1985, after a certificate of occupancy was issued, even though the house was not fully completed. Mr. Reames completed a "punch list," consisting of an undetermined number of items which needed to be completed, and asked Respondent to complete the items. Most items in the punch list were never completed by Mr. Huey. After the initial attempt by Mr. Reames to get Huey Construction Co. to complete the items in the punch list, Mr. Reames did not contact Huey Construction Co. about the other problems found subsequently. In March or April, 1986, Mr. Reames noticed that the wood floor was buckling and separating. He contacted Mr. Gassett, the person who had installed the floors, who determined that a water leak was causing the problem. In November, 1986, Mr. Reames hired Mr. Clyatt, a licensed general contractor, to inspect the house, to go over the punch list items which needed to be completed, and to correct other items which were discovered to be inadequate. In the first week of January, 1987, Mr. Norton, the chief building inspector for the City of Ocala, was asked by Mr. Reames to inspect the house. Mr. Norton found a number of problems and identified some violations of the City of Ocala Building Code (Code) which was in effect at the time the house was built. The inadequacies, problems and code violations found by Mr. Clyatt and Mr. Norton are set forth below. Ventilation The Code requires 1 sq. ft. of opening for each 150 sq. ft. of crawlspace, in order to provide ventilation. Since the house had 2720 sq. ft. of crawlspace, it needed 18 sq. ft. of openings. The house, however, had only 6 openings of 1 sq. ft. each, or 6 sq. ft. of openings. Additionally, the plans for the house indicated where the openings were to be located and the completed house did not meet the plan specifications in this area. Mr. Clyatt added 15 openings, 8 in. by 12 in. each. In addition to the inadequate openings, one area of the crawlspace was completely enclosed, with no ventilation. The Code requires that attic ventilation for this type of house be 1 sq. ft. of opening for each 300 sq. ft. of space. The plans called for 3 in. by 12 in. vents at 24 in. intervals. The openings in the house were approximately 2 in. in diameter and were placed sporadically. From a visual inspection, without taking actual measurements, the openings for attic ventilation were inadequate and did not provide the ventilation required by the Code. Roof The roof of the house contained exposed nails and staples on the shingles, including some which had rusted. Nails and staples should not be exposed on a shingle roof, since they can lead to leaks. The roof leaked in one area in the back of the house. Mr. Reames contacted H & B Roofing, the subcontractor who had installed the roof, who corrected the problems with the roof. Driveway The Code requires that a driveway permit be obtained prior to the installation of a driveway. Also, the Code requires an inspection of the driveway prior to the concrete being poured. Respondent obtained the required permit, but failed to call for the required inspection prior to pouring the concrete. By letter dated December 10, 1985, Respondent notified the Building Inspection Office of the City of Ocala that the driveway was poured according to the Code. By the time of the inspections by Mr. Norton and Mr. Clyatt, several cracks were present in the driveway. SubFloor Due to the water damage set forth in paragraph 5, supra, the wood floor was removed in late December, 1986 or early January, 1987. The plans originally called for the subfloor to be constructed of one-half inch plywood decking, particle board, and 15 lb. felt paper. However, the Code requires subfloors to be constructed using three-quarter inch plywood, and the plans contained a penciled in notation where the one-half inch was changed to eleven- sixteenths. The subfloor had been constructed using one-half inch CDX plywood decking with particle board on top. No felt paper had been used. Additionally, the subfloor had been nailed in violation of the Code. The Code requires nails to be spaced two and one-half inches on the perimeter of the plywood and four inches in the interior area of the plywood. The subfloor of the house contained boards which had only been nailed on the perimeter and boards which had a large number nails in one area, far in excess of the amount required by the Code. Girders When Mr. Clyatt inspected the house he discovered that approximately 6 of the wood girders supporting the floor appeared to have been cut short and, instead of bearing on the stem wall bearing plate, were supported by posts made of two-by-four and two-by-six non-pressure treated lumber. The posts were resting on soil and the bottom part of the posts had decayed. This construction is a violation of the Code which requires that pressure treated wood be used, and is a violation of construction standards which require that the girders rest on the bearing plate or on concrete. See Petitioner's Exhibit 6. Also, the girders supporting the wood floor were not resting directly on the block piers. Wood shims had been added to fill the space between the girders and the block piers. The wood shims were not pressure treated. The Code requires that pressure treated wood be used in this situation. Additionally, proper construction requires that the girders rest directly on the block piers. Foundation Wall A foundation wall was not bearing on the footing properly. The foundation wall was constructed of 8-inch block and portions of the wall had only one to two inches bearing on the footing; the rest of the wall was resting on the soil. This is a violation of the Code. This problem was corrected by Mr. Clyatt by removing the soil on which the wall rested and pouring concrete under the wall. See Petitioner's Exhibit 7. Cabinets The cabinets in or near the utility room area of the house were loose and separating from the soffit and the wall.
Recommendation Therefore, based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED that Petitioner enter a Final Order reprimanding Respondent and imposing a fine of $1500.00. DONE and ORDERED this 31st day of October, 1988, in Tallahassee, Florida. JOSE A. DIEZ-ARGUELLES 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 31st day of October, 1988. APPENDIX Case Number 88-5570 The parties submitted proposed findings of fact which are addressed below. Paragraph numbers in the Recommended Order are referred to as "RO ." Petitioner's Proposed Findings of Fact Proposed Finding of Fact Number Ruling and RO Paragraph Accepted. RO1. Accepted. RO2. Accepted. RO3,4. First sentence, Accepted RO7. Second sentence accepted for proposition that Mr. Reames paid Mr. Clyatt $30,000 for work done on the house. However, the evidence fails to establish what portion of this amount was paid for problems caused by Respondent. 5-10. Accepted generally as to what Mr. Clyatt observed. RO19,20. But see discussion in Conclusions of Law portion of this RO. Accepted. RO13. Accepted generally. RO14. Respondent was not asked to repair the shingles when this deficiency was discovered about one year after Respondent had ended work on the house. First sentence rejected. Second sentence, accepted R016, but no competent substantial evidence was presented to show what caused the cracks. Accepted generally as to what was observed. RO22. But see discussion in Conclusions of Law portion of RO. Accepted. RO18. Accepted. RO18. Accepted. RO21. Accepted. RO21. Accepted. RO10,11. Accepted. RO10,11. Accepted. RO17. Accepted. RO12. Accepted. RO12. Accepted. RO15. Accepted. RO15. Accepted. RO8. Respondent's Proposed Findings of Fact Respondent's post-hearing statement consists of a two page letter with attachments. The attachments have been addressed in the Background section of this Recommended Order. The proposed findings of fact contained in the letter are addressed below. References are to paragraphs and sentences within each paragraph. Proposed Finding of Fact Number Ruling and RO Paragraph Par. 2 RO2 establishes that a contract existed; no finding is made as to whether the contract was oral or written, or as to what the contract amount was. Par. 3 First sentence is not supported by the evidence. Second sentence, accepted. Third-Fifth sentences rejected as not supported by competent evidence; however, no finding is made as to who is at fault for this problem. See Conclusions of Law. Fifth sentence is not a finding of fact. Par. 4 Not a finding of fact. Par. 5 (References are to statements after each number in the paragraph) #8 is accepted generally. RO15. #9 rejected as not supported by competent evidence. #10 rejected as not supported by competent evidence; some of the allegations were proven to exist as set forth in this RO. #11 and 12 are not findings of fact. COPIES FURNISHED: David L. Swanson, Esquire Staff Attorney Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 Robert D. Huey 3710 Southeast 12th Place Ocala, Florida 32670 Fred Seely Executive Director Construction Industry Licensing Board Post Office Box 2 Jacksonville, Florida 32201 Lawrence A. Gonzalez, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 Bruce Lamb General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that Respondent be found guilty as charged in Counts I, II and IV of the amended administrative complaint, and guilty of misconduct by affixing his signature and number to air-conditioning plans in Count VI. All other charges should be dismissed. It is further RECOMMENDED that Respondent be given the penalty set forth in paragraph 45 of this recommended order. DONE and ENTERED this 3rd day of February, 1983, in Tallahassee, Florida. DONALD R. ALEXANDER 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 February, 1983.
Findings Of Fact Respondent is and at all material times has been a registered general contractor in the State of Florida. He holds license number RG 0045864. At all material times, Respondent has been the qualifying agent for Bill Walker Construction Co. On June 30, 1986, Respondent and Bill Walker Construction Company entered into a contract with Floyd Minks for the construction of an addition to a building owned by Mr. Minks and located at 2700 Partin Settlement Road, Kissimmee, Florida. The construction to be performed by Respondent was to follow a set of plans that had been drawn up by architects whom Mr. Minks had previously retained. The architects' plans called for Respondent to fill with concrete the concrete block cell that formed the column immediately adjacent to the door permitting vehicular access to the building. The architects' plans also called for Respondent to fill with concrete the precast lintel over the above-described doorway. Respondent failed to pour any concrete into the above-described concrete block cell and failed to fill completely the above-described lintel with concrete. The failure to follow the plans in these regards rendered the building addition structurally unsound. The failure to fill the concrete block cell rendered the doorway more likely to collapse as a result of the collision involving a vehicle carelessly driven through the doorway. The failure to fill completely the lintel makes it impossible to anchor the bar joists, which leaves the roof insufficiently secured to the building. The concrete block cell and lintel have still not been filled with concrete. However, Mr. Minks has never demanded that Respondent take care of these matters, and Respondent has always been willing to do so at his expense.
Recommendation In view of the foregoing, it is hereby RECOMMENDED that a Final Order be entered finding Respondent guilty of gross negligence or incompetency in the practice of contracting and imposing an administrative fine of $500. ENTERED this 20th day of May, 1988, in Tallahassee, Florida. ROBERT E. MEALE 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 20th day of May, 1988. COPIES FURNISHED: David L. Swanson, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 William L. Walker 4050 Citrus Street Kissimmee, Florida 32741 Fred Seeley Executive Director Construction Industry Licensing Post Office Box 2 Jacksonville, Florida 32201 William O'Neil, Esquire General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750
