The Issue Whether the Petitioners, and each of them, have standing to bring the instant action before the Division of Administrative Hearings. Whether the 5500 North Corporation has meets the requirements set forth in Section 161.053, Florida Statutes, and Rule 16B-33, Florida Administrative Code, for obtaining a permit to construct a structure seaward to the coastal construction control line (CCCL).
Findings Of Fact The Department of Environmental Protection, f/k/a Department of Natural Resources, is the state agency charged with the responsibility of regulating coastal construction under Chapter 161, Florida Statutes. 5500 North Corporation (Respondent/Applicant) is the owner of the property located at 5600 North Atlantic Avenue, Cocoa Beach, Brevard County, Florida 32931. 5500 North Corporation submitted an application for a coastal construction control line (CCCL) permit to build on the vacant portion of its property, a seven (7) story building, along with required access drives and parking, as an addition to the Cocoa Beach Days Inn Hotel complex. The site of the proposed Days Inn Tower fronts on the Atlantic Ocean and is located three (3) miles south of Port Canaveral, near DNR survey monument R-16. The application and attached document were compiled and submitted to the Department of Environmental Protection by Plata Engineering, Inc., and consisted of the following documents: Application to the Department for the proposed construction of the building, consisting of three pages, front and back, six pages total. A legal description of the property, and a Warranty Deed for the property demonstrating ownership in 5500 North Corporation. Reduced certified survey of the site, showing control lines and other required information. Reduced Site Plan prepared by Plata Engineering, Inc. Section C - which is a section through the site plan, showing the dune configuration in relation to the proposed building and the construction control lines. A depiction of a section through the proposed building and some of its structural elements. Full size drawing of the proposed site. Turtle assessments form with attached lighting specifications of the manufacturer, and aerial of the site attached. Structural Design Calculations. Complete set of Building Plans, dealing with floor planning, and the structural elements of the calculations that were submitted with the structural calculations. The application was deemed complete, and on May 20, 1993, the Department issued a proposed Final Order issuing Permit Number BE-760 for the proposed structure. Standing of Petitioners Petitioner, Carole Pope, resides in the City of Rockledge, Brevard County, Florida. She is the owner of Lot 11, Block 101 of the platted subdivision known as Avon-By-The Sea which is located in unincorporated Brevard County, north of the existing north boundary of the City of Cocoa Beach. A duplex dwelling unit is located on the parcel. Petitioner occupies one unit annually during the summer. Petitioner Pope's property is not adjacent to the property where the proposed Days Inn Tower is to be located. The property is located approximately three blocks directly north of the proposed building and measures 475 feet east- west by 50 feet north-south and is bounded on the east by the Atlantic Ocean. Petitioners, Hugh and Cora Harris, own property located at Lot 13 of replat of Blocks 104 and 105, Avon-by-the Sea, in the unincorporated land of Brevard County, which borders on the City of Cocoa Beach. Petitioners' property is located across Young Avenue, and north of the property owned by 5500 North Corporation. The Harris's property contains a single family dwelling unit and is adjacent to the property were the proposed Days Inn Tower is to be located. Petitioners, Patricia A. and Eugene A. Wojewoda, own a unit at the Cocoa Beach Towers, a multi-family condominium, which is located north of the property owned by 5500 North Corporation, across Young Avenue, in the City of Cocoa Beach. The Wojewoda's unit is located on property which is adjacent to the property where the proposed Days Inn Tower is to located. Petitioners Wojewodas are Real Estate Brokers and owners of Professional Touch Realty, Inc. One of their four offices is located at 108 Young Avenue, immediately across the street and north of the subject property. Petitioners, Howard and Martha Crusey, own a unit, which they rent out, in the Cocoa Beach Towers, which is located north and adjacent to the property owned by 5500 North Corporation. Petitioners reside at 430 Johnson Avenue in Cape Canaveral, Florida. The Department sent out a notice for public comment to each of the immediate adjacent property owners. Existing Uniform and Continuous Line of Construction As part of the application process, the Department made a determination of the existing line of uniform and continuous construction. The existing line of uniform and continuous construction is a theoretical line that goes from the most seaward extent of the two adjacent structures, where adjacent structures exist, and extends north and south along the seaward edge of the structures. In the instant case, there is historical development of major habitable structures on either side of the parcel for which the proposed building is being constructed and which are co-terminus with the prior CCCL. The footprint of the proposed Days Inn Tower does not extend seaward of the existing uniform and continuous line of construction, although a new structure (Discovery Beach) north of the Cocoa Beach Towers has been constructed landward of the current CCCL. The existing structures, which form the existing line of uniform and continuous construction, have not been unduly affected by erosion. The property was purchased by 5500 North Corporation in 1988. The property was commercially developed with the existing hotel buildings between 1959 and 1962, and the site has been operated as a hotel since that time. The footprint of the building was set by the engineers based on the parking requirements of the City of Cocoa Beach, and environmental concerns. It was determined that if the parking were located on the seaward side of the building, there would be drainage problems, and the need for a storm water treatment system for the parking lot. With the parking lot located landward of the proposed building, there will be no drain off to the side areas, but rather drain off would be to the middle of the property where the exfiltration system is located. The parking lot located landward of the proposed building meets the City of Cocoa Beach parking requirements and the drainage requirements. When siting the footprint of the proposed building, the engineers also took into consideration the fact that if the parking were located on the seaward side of the proposed building, the headlights would shine out to the beach and possibly impact sea turtles nesting. The applicants stated that construction seaward of the control line or 50-foot setback is considered necessary for reasonable use of the property, for the following reasons: The proposed building is basically an addition to a completion of the original concept of the overall hotel complex that was never completed in the past due to either financial or room availability need. The proposed placement seaward of the CCCL can be attributed to the configuration of the existing on-site buildings and the require- ment to satisfy the City of Cocoa Beach's extensive parking and limited access point requirements that have been subjected to this proposed site development. Please note that the proposed building is not being placed seaward of the existing line of continuous construction that has been established by the adjacent buildings to the north and the south. The Department determines necessity based upon the impacts the proposed structure will have on the active beach, and the dune system, and the neighborhood properties including the subject property, how the property is zoned, and whether it is situated behind the existing continuous line of construction. It is the Department's opinion that if the proposed building is in compliance with the standards established in Chapter 16B-33, F.A.C., the necessity of the proposed building has been justified. Impacts to the Beach-Dune System The greater weight of evidence supports the conclusion that the shoreline fronting the site of the proposed Days Inn Tower is stable. This section of the coastline has historically been accretional, and still continues to be accretional. There exists adequate evidence of current littoral trends. There exists accepted methodologies for determining evidence of expected wind, wave, hydrostatic and hydrodynamic forces associated with the design storm event which was presented in 5500 North Corporation's application for CCCL permit. Based on the 1989 Brevard County Study conducted by Olsen and Associates, Inc., there is no erosion at the location of the proposed building, instead the shoreline is prograding seaward instead of landward. Therefore, the shoreline is at least stable or accretional. Based on its in-house analysis, the Department of Environmental Protection conservatively adopted an erosion rate of one foot per year, which is considered a relatively minor erosion rate. Based on the Department of Environmental Protection's projection of the erosion for the area being one foot per year, the location of the proposed building lies well in excess of 200 feet landward of the thirty-year seasonal high water line. Although the proposed structure extends 118 feet seaward of the CCCL, the setback of the proposed building from the existing dune line is significant; therefore, there was no evidence of a threat of impact on the beach, to the beach or dune system as a result of the construction at the specific site. There are existing devices (i.e., an existing fence on the property which funnels people into boardwalks so that people cannot walk uncontrolled on the beach dune system) implemented in Brevard County and specifically on the site which will help manage people impacts as well. The setback between the dune and the proposed construction qualitatively relates to the ability of the site to recover after a one-hundred year storm. If a structure is located too far seaward, either immediately adjacent to or on top of the dune, it would inhibit the natural storm recovery process. The proposed building is set a significant distance landward of the dune formation itself, so there will be adequate room for the dune to recover in the future should there be a one-hundred year storm event. The proposed structure is located at a sufficient distance landward of the beach-dune system to permit natural shoreline fluctuations and to preserve the dune stability and the natural recovery following storm induced erosion. The proposed construction will not have a cumulative impact that will threaten the beach or dune system or its recovery potential following a major storm event. low. Impacts to Adjacent Property Owners The probability of potential impacts to adjacent property owners is One reason the proposed building will not have adverse impacts to adjacent properties is that the proposed building is located significantly landward, and does not go further seaward than the existing line of construction. The adjacent buildings were constructed landward of the previous CCCL. The nature of the design associated with the particular project or the structural components of the design also minimize the impact to the parcel and to adjacent parcels. The first feature of the design of the proposed building is that the major habitable floors of the building are above the elevation of the one- hundred year storm and wave activity on top of the storm surge, so they will not be impacted by the water height or the wave activity of the storm. The second feature of the design of the proposed building is that everything below the habitable floors is designed to break away and lie down during any impact by wave activity, which allows the storm to go through the building rather than having those forces exerted on the building itself. The frangible driveway is designed so that the individual stones will fall as the grade falls, and most of them will end up buried in the event of a storm. The third feature of the design of the proposed building is that the building is elevated on a pile foundation which is sunk to a depth which is sufficient to accommodate for the anticipated erosion of a one-hundred year storm, and the pile caps are sunk well into the ground so that they do not contribute to erosion. Therefore, the building has been designed to withstand the one-hundred year storm, and the dynamics of the storm are allowed to go through the building and to be dissipated, in contrast to endangering the building or endangering adjacent properties. Due to the fact that the proposed building is "super-elevated and the portions that are actually impacted by the one-hundred year storm being frangible," the proposed building will not impact the adjacent properties. The proposed Days Inn Tower would serve to protect the adjacent Cocoa Beach Towers, and Petitioner Harris's property, by blocking the impact of a storm coming from the southeast. The proposed structure is designed so as to minimize any expected adverse impact on the beach dune system or adjacent properties or structures and is designed consistent with Section 16B-33.005, Florida Administrative Code. The proposed building meets the requirements of Chapter 161, Chapter 16B-33, Florida Administrative Code. Structural Design of Proposed Building The applicant provided adequate engineering data to the Department concerning the construction design of the building. The structure is designed in accordance with the minimum building code adopted for the area pursuant to Section 553.70-553.895, Florida Statutes. The proposed building is designed in accordance with the local code, and, in the opinion of the structural engineer who designed the building, either meets or exceeds the required codes. The proposed building is designed in accordance with Section 6, American National Standards/American Society of Civil Engineering 7-88 (July 1990) "Minimum Design Loads for Buildings and Other Structures", and has a minimum basic wind speed of 110 miles per hour. The proposed building is designed so that the building and its components will not become airborne missiles. The plans for the windows and doors require that they meet the 110 miles per hour wind loads. The proposed building is made of concrete reinforced masonry, and does not have bricks or attached masonry which could detach in a storm and become airborne. There are no substantial walls or partitions to be constructed below the level of the first finished floor, except for the elevator and stairs, seaward of the CCCL. The walls on the first floor are frangible walls which are designed to resist the 110 mile per hour wind pressure, but they lie down or collapse into the erosion hole created under wave surge pressure. The frangible walls are made of 4-inch thick concrete with reinforcing rods inside them, and are cut into 4 foot by 4 foot panels. The Department of Environmental Protection requires that any walls constructed below the one-hundred year storm surge plus storm wave elevations be frangible walls. The structural design considered the hydrodynamic loads which would be expected under the conditions of a one-hundred year storm event. The calculation for wave forces on building foundations and building superstructures is based on minimum criteria and methods given in professionally recognized documents accepted by the Bureau of Coastal Engineering and Regulation with the Department. The structural design considered hydrostatic loads which would be expected under the conditions of maximum water height associated with a one- hundred year storm event. The calculations for hydrostatic loads considered the maximum water pressure resulting from a fully peaked, breaking wave superimposed on the design storm surge. Both free and confined hydrostatic loads were considered in the design calculations. Hydrostatic loads which are confined were determined using the maximum elevation to which the confined water would fully rise if unconfined. Vertical hydrostatic loads were considered as forces acting both vertically downward and upward; however, there is no action upward because the maximum water level is at midlevel of the first floor and does not reach the second floor. The structural design considered the hydrodynamic loads which would be expected under the conditions of a one-hundred year storm event. The calculations for hydrodynamic loads considered the maximum water pressure resulting from the motion of the water mass associated with a one- hundred year storm event. Full intensity loading was applied on all structural surfaces above the design grade which would effect the flow velocities, which are above the first floor and are not reached by the wave surge. The proposed building is elevated on, and securely anchored to, an adequate pile foundation in such a manner as to locate the building support structure above the design breaking wave crests or wave uprush as superimposed on the storm surge with dynamic wave set up of one-hundred year storm. The piling foundation is designed to withstand anticipated erosion, scour, and loads resulting form a one-hundred year storm, including wind, wave, hydrostatic and hydrodynamic forces, and the pile caps are located below the erosion line as indicated by the Department's information and graphs. The elevation of the soil surface used in the calculation design grade is less than that which would result from the anticipated beach and dune erosion due to the one-hundred year storm event. The erosion calculations for foundation design account for all vertical and lateral erosions and scour producing forces. The pile caps are set below the design grade which includes localized scour, and are designed for the erosion of soil during the one-hundred year storm event. The piles are driven to a penetration which achieves adequate bearing capacity taking into consideration the anticipated loss of soil above the design grade, based on information provided by the geotechnical engineer's recommendation and the Department's requirements. The design plans and specifications submitted as part of the permit application for the proposed Days Inn Tower are in compliance with the standards established in Rules 16B-33, Florida Administrative Code. Turtle Impacts There is a two prong test which the proposed structure must meet to determine if the proposed building would have an adverse impact on nesting sea turtles. First, the proposed structure must not occupy marine turtle habitat, and second, the proposed structure's lighting must be adequate to eliminate adverse impacts to marine turtles. The effects of pedestrian traffic or flashlights on the beach are not considered by the Department when reviewing a permit application for adverse impacts to the marine turtles. The proposed building is sited significantly landward of the nesting beach, which is evidenced by the 75-foot wide dune stretch; therefore, it is not anticipated that the structure will result in any direct mortality of any marine turtle, nor would the building result in the degradation of the marine turtle nesting habitat. The proposed seven story structure will not occupy marine turtle habitat. The permit requirement to do dune restorative work, proposed by the Department, enhances the marine turtle habitat by further building the dune and enhancing the dune. Although the turtles do not nest beyond the dune crest, the dune is an integral part of protecting the habitat. There is a potential that the building, due to its height, could enhance marine turtle nesting habitat by blocking out the ambient glow from the City of Cocoa Beach which would create a dark beach directly in front of the proposed structure which could attract nesting. The applicant submitted a lighting plan to the Department which complied with the guidelines that are established in the information form entitled "Assessment to reduce impacts to marine turtles for lighting to reduce adverse impacts associated with coastal lighting." There are two main components of the lighting plan associated with the proposed building: the parking lot lights and the structural lighting. The parking lot lighting is designed as low-level Ballard-style lighting which is only 48 inches above the grade and emits light in a downward direction which will not be directly visible from the beach. The parking lot lighting design is the type recommended by the Department for parking lots, and is a good lighting design. The Department also recommends that an applicant plant hedges or landscape features to block out parking lights. The applicant is proposing to plant hedges in front of the 18 parking spaces that are on the seaward side of the proposed building. The structural lighting plan does have lighting on the seaward facade of the proposed building, which is not recommended by the Department, but the lights are designed to eliminate or significantly reduce the impact to marine turtles. The lights consist of canister, shielded, down-casting lights on the balconies which house a yellow bug lamp which is less impactive to turtles, and which is acceptable to the Department. The Department issued an approval letter regarding the proposed building to the project engineer which contained permit conditions for the protection of the marine turtles in association with the project. The permit conditions are as follows: No construction, operation, transportation or storage of equipment or materials is authorized seaward of the existing chain link fence located approximately 175 feet seaward of the coastal construction control line. No temporary lighting of the construction area is authorized at any time during the marine turtle nesting season (March 1 through October 31). All permanent exterior lighting shall be installed and maintained as depicted in the approved lighting schematic. No additional permanent exterior lighting is authorized. c All windows and glass doors visible from any point on the beach must be tinted to a transmittance value (light transmission form inside to outside) of 45% or less through the use of tinted glass or window film. Pursuant to the Department's requirements, the proposed construction will not have an adverse impact on nesting sea turtles, their hatchlings, or their habitat. Vegetation Impacts The vegetation patch on the dune system is approximately seventy five feet wide under today's conditions, and is probably growing to some degree. The vegetation system is basically comprised of a low-level dune which is planted both naturally and artificially with indigenous, salt-tolerant type vegetation, and sea oats. The existing line of construction which the proposed building is set behind is well landward of the zone of indigenous vegetation. Special condition #4 contained in the permit issued by the Department requires the applicant to convert some of the existing sodded area between the vegetation limits and the proposed construction to plantings with indigenous vegetation, which will serve to enhance the dune system. The native beach vegetation will be adequately protected by the permit conditions, given the location of the construction. Local Government Approvals On June 3, 1992, the Cocoa Beach Board of Adjustment granted a variance to the CCCL to the 5500 North Corporation for construction of the proposed building. Challenges to decisions of the City's Board of Adjustment is to the circuit court. In the instant case, the time for challenging the decision of the Board has expired. The City of Cocoa Beach Planning Board has the authority to approve site plans for site specific construction. The City's Planning Board has the responsibility of ensuring that the site plan conforms with the Comprehensive Plan and to recommend changes, if needed, to the City Commission. On July 13, 1992, the Cocoa Beach Planning Board voted to approve the site plan for the proposed building submitted by the 5500 North Corporation. The decision of the Planning Board granting approval of the 5500 North Corporation's site plan showed part or all of the building was seaward of the CCCL. The Petitioners did not file an appeal of the Planning Board's decision with the City Commission. Nor did they challenge the Planning Board's action in the circuit court. The 5500 North Corporation was not required to apply to the city commission for an amendment to the Cocoa Beach Comprehensive Plan in order to permit the proposed hotel tower to be located in the designated high hazard area. On July 6, 1993, the Building Official issued a building construction permit to the 5500 North Corporation for the proposed building, which has been subsequently extended for an unknown period of time. There are no other permits or local government requirements which have not been met by 5500 North Corporation. The applicant submitted written evidence to the Department from the City of Cocoa Beach, who has jurisdiction over the project, which stated that the project does not contravene local setback requirements, or zoning and building codes.
Recommendation Based on the foregoing findings of fact and conclusions of law, it is RECOMMENDED that the Department of Environmental Protection issue Permit Number BE-760 to the 5500 North Corporation, subject to the conditions proposed in the proposed Final Order. DONE and ENTERED this 24th day of March, 1994, in Tallahassee, Florida. DANIEL M. KILBRIDE Hearing Officer Division of Administrative Hearings The DeSoto Building 1230 Apalachee Parkway Tallahassee, Florida 32399-1550 (904) 488-9675 Filed with the Clerk of the Division of Administrative Hearings this 24th day of March, 1994. APPENDIX The following constitutes my specific rulings, in accordance with section 120.59, Florida Statutes, on proposed findings of fact submitted by the parties. Petitioners' Proposed Findings of Fact Accepted in substance: paragraphs 1 (in part) 2, 3 (in part), 4, 5, 6, 7, 8 (in part), 10, 12 (in part), 13, 16 (in part), 17, 18, 19, 23 (in part), 24 (in part), 26 (in part), 27 (in part), 29 (in part), 31 (in part), 38 (in part), 49, 51, 63, 68 (in part), 69, 70, 71, 73 (in part). Rejected as against the greater weight of evidence: paragraphs 15 (in part), 16 (in part), 27 (in part), 46, 50 (in part), 82 (in part). Rejected as subsumed, argument or Conclusions of law: paragraphs 1 (in part), 14, 15 (in part), 16 (in part), 21, 23 (in part), 25, 26 (in part), 27 (in part), 28, 29 (in part), 30, 31 (in part), 32, 33, 34 (in part), 35, 36, 37 (in part), 38 (in part), 39, 40, 41, 42, 43, 44, 45, 47, 48, 50 (in part), 52, 56, 57, 58 (in part), 59 (in part), 61, 62, 64, 65, 66, 67, 68 (in part), 72 (in part), 73 (in part), 76, 77, 78, 79, 80, 81, 82 (in part), 83, 84. Rejected as irrelevant or immaterial: paragraphs 3 (in part), 5, 8 (in part), 9, 11, 12 (in part), 20, 22, 24 (in part), 34 (in part), 53, 54, 55, 58 (in part), 59 (in part), 60, 72 (in part), 74, 75. Respondent's Proposed Findings of Fact: Accepted in Substance: paragraphs 1, 2, 3, 4, 5, 6, 7, 8, 9, 10, 11, 12, 13, 14, 15, 16 (in part), 17, 18, 19, 20, 22, 23, 24, 25, 27, 29, 30, 35, 36 (in part), 37, 38, 39, 40, 41, 42, 43, 44, 45, 46, 47, 48, 49, 50, 51, 52, 53, 54, 55, 56, 57, 58, 59, 60, 62, 63, 64, 65, 66, 67, 68, 69, 70, 71, 72, 73, 74, 75, 76, 77, 78, 79, 80, 81, 82, 83, 84, 85, 86, 92, 93 (in part) 94, 95, 96, 97, 98, 99, 100, 101, 102, 104, 105, 106, 107, 108, 109, 110, 111, 112, 113, 114, 115, 116, 117, 118. Rejected as against the greater weight of evidence: paragraph 16 (in part). Rejected as subsumed, argument or irrelevant and immaterial: paragraphs 21, 26, 28, 31, 32, 33, 34, 36 (in part), 61, 87, 88, 89, 90, 91, 93 (in part), 103. COPIES FURNISHED: Virginia B. Wetherell, Secretary Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Kenneth Plante Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road Tallahassee, Florida 32399-2400 Hugh and Cora Harris (pro se) 208 Young Avenue Cocoa Beach, Florida 32931 Howard and Martha Crusey (pro se) 430 Johnson Avenue, Apartment #304 Cape Canaveral, Florida 32920 Carole Pope (pro se) 715 Rockledge Drive Rockledge, Florida 32955 Patricia and Eugene Wojewoda 830 North Atlantic Avenue Cocoa Beach, Florida 32931 Dana M. Wiehle, Esquire Assistant General Counsel Department of Environmental Protection Twin Towers Office Building 2600 Blair Stone Road, MS-35 Tallahassee, Florida 32399 Wilbur E. Brewton, Esquire Kelly Brewton Plante, Esquire Taylor, Brion, Buker & Greene 225 South Adams Street, Suite 250 Tallahassee, Florida 32301
Findings Of Fact On or about March 3, 1976, the Board served its Administrative Complaint upon the Licensee. On May 18, 1976 the Licensee filed its Answer to the Administrative Complaint. The final hearing in this case was scheduled by Notice dated April 13, 1976, and was rescheduled by Notice dated May 27, 1976. John C. Ledbetter holds Certified General Contractor's License No. CG C5281 issued by the Florida Construction Industry Licensing Board. The Licensee Ledbetter has been a certified contractor at all times relevant to this proceeding. The Licensee was the co-developer of a condominium project known as Ocean Palm Villas South or Ocean Palms Riverfront Condominium. Gerald M. Hadley, Sr., a certified contractor was initially listed as the general contractor for the project. Later Neil Wayne Smith was designated the general contractor. Smith was discharged as the general contractor, and by letter dated June 11, 1973 the Licensee notified the North Peninsular Zoning Commission that he would be substituted as the general contractor. Shortly thereafter Gerald M. Hadley was again designated the general contractor, and the change was acknowledged by the forth Peninsular Zoning Commission by letter dated August 28, 1973. Construction on Ocean Palm Villas South did not commence until after August 28, 1973. No construction was undertaken during the time that Ledbetter was designated as the general contractor. The general contractor was responsible for installation of the walls in Ocean Palm Villas South. A subcontractor was utilized to install the dry wall, but the wall construction was supervised by the general contractor. The original plans called for use of 5/8" thick gypsum wallboard. The wall units were to be installed in the manner depicted in Board Exhibit 5. The gypsum was to be nailed on either side of 4" studs, with insulating material laid between the studs. 5/8" gypsum was not available to the general contractor. 1/2" gypsum wallboard was utilized. A new wall assembly was planned. With this assembly gypsum wallboard was nailed to studs, but the wallboard on the other side of the wall was nailed to alternately interspaced studs. Insulating material was woven between the interspaced studs. (See: Board Exhibit 3). The decision to use this assembly was made by Gerald A. Hadley, a labor foreman. Hadley's father was the general contractor, and was consulted in making the decision. A Mr. Rasmussen, the building inspector, was consulted about the wall assembly, and he gave his approval. At the time that construction was under way on the Ocean Palm Villas South project, the 1965 Edition with Revisions of the Southern Standard Building Code was in effect in the North Peninsular Zoning District of Volusia County. The Ocean Palm Villas South project lied within that district. The wall assembly utilized by the general contractor does not precisely follow any of the assemblies set out as appropriate in the code. The wall assembly utilized does, however, meet the one hour fire resistance standard required by the code. There was no evidence presented at the hearing from which it could be concluded that the Licensee Ledbetter had any knowledge of the wall assembly utilized in this project other than what was set out in the original plans. Ledbetter was not the contractor for the project when the assembly was constructed.
Findings Of Fact At all times relevant hereto Susanne Bennington was licensed as a real estate broker and active firm member of Bennington & Associates, Inc., a corporate real estate broker; and Kathleen P. Archangeli was licensed as a real estate salesman in this firm. Susanne Bennington, while working as a broker/salesman for another real estate broker in 1979, sold Margaret S. Purvance a condominium at La Concha Condominium. She also negotiated the sale of land on which Beach Cottage Condominiums were subsequently built, and thereafter opened her own office of Bennington & Associates, Inc., the corporate respondent herein. Bennington & Associates became the sales agents for Beach Cottage Condominiums. Following the sale of the condominium to Purvance in 1979, Bennington and Purvance saw each other frequently, as Bennington owned the condominium next to the one she had sold to Purvance. When the sale of Reservations to Purchase Beach Cottage Condominiums was commenced, Bennington told Purvance about the project and that she thought it would be one of the better condominium projects on the Gulf Coast. During the summer of 1930 Purvance worked at the Bennington office for one week as a receptionist. She met the developer of Beach Cottage Condominiums and became aware of the enthusiasm displayed in the Bennington real estate office regarding this project. She also became aware that Bennington and Archangeli were sufficiently impressed with the potential of Beach Cottage Codominiums as an investment that both bought reservations and expected to make a profit before the time came to complete the transaction by going through the closing. On November 1, 1980, Purvance executed a Reservation Deposit (Exhibit 1) to reserve Unit 1109 A for purchase upon completion at a purchase price of $191,900 and gave Respondent Archangeli $5,000 to deposit in escrow. This contract provided that the $5,000 deposit would be applied to the purchase price at closing, that upon receipt of condominium documents, purchase agreements, and other papers, the buyer had fifteen (15) days to review the condominium documents and accept or the option to cancel the Reservation Agreement and get the full deposit returned. Construction on Beach Cottage Condominiums was commenced after the developer arranged his financing. Thereafter, Purvance, on August 31, 1981, executed a contract dated August 8, 1981, to purchase Condominium 1109 A in the Beach Cottage Condominiums for the total purchase price of $191,900 (Exhibit 4) and made an additional deposit of $14,190 which was to be held in escrow until closing at which time the balance of $172,7l0 was due from buyer. This contract provided the contract was voidable by buyer giving seller written notice to cancel within 15 days of signing the contract or receipt of all condominium documents. Upon cancellation all deposits were refundable to buyer. Purvance is a widow whose husband died in 1968 leaving her a home in Countryside free and clear, bank accounts, and a widow's portion of his pension from U.S. Steel Corporation. Although not wealthy by many standards, Purvance has sufficient income (approximately $1 ,800 per month) to live comfortably. The condominium she purchased at La Concha at a price of $135,000 with $80,000 down had obviously turned out to be a good investment and a tax shelter prior to the signing of the contract to purchase Condominium 1109 A, Beach Cottage Condominiums. Purvance read all of the documents she signed, employed an accountant to prepare her taxes, had purchased the La Concha condominium from information received from her attorney, saw this attorney socially and took him to an open house at Beach Cottage Condominiums, executed the contract to purchase in her broker's office where the contract was witnessed and the $14,190 check was written, was told by her broker that the condominium was not a wise investment; but now contends that she relied on the representations of the Respondents that the Beach Cottage Condominiums was a good investment, that she could double her money, that she would not have to close, but could sell her contract before closing, and that she believed the statements rather than the written contract provisions. Ms. Purvance actually believed the Beach Cottage Condominiums development was a good investment and that she was privileged to be in on this condominium project. She was fully aware of her option to cancel the contract to purchase within 15 days after she executed the contract. Before executing the contract, she discussed the purchase with her accountant and showed him the financing figures she had received. Her accountant inquired of her about taxes and advertising costs to operate the condominium as rental property. Purvance was aware in April, 1982, before the final contract was executed, that she could lease the condominium to the developer as a model for $1,500 pear month. She was also aware, before she executed the contract on August 31, 1933, that she could not qualify for conventional financing. This contract had been forwarded to Purvance in mid-July, 1982, with instructions that she had only 15 days in which to execute or reject the contract. She did not execute the contract at the end of that 15-day period but waited until August 31, 1982. To keep within this 15-day period she dated the contract August 8, 1982. In her testimony Purvance acknowledged that her purchase was motivated by the fact that she expected to make a lot of money out of her Beach Cottage condominium. When she ended up losing money, she complained to the Real Estate Commission and brought civil suit against the developer and the Respondents herein. She characterized her complaint as she lost a lost of money relying on Respondents' false representations that Beach Cottage Condominiums could be sold before closing, that she did not feel Respondents should make false promises, and that Respondents had a duty to keep a buyer away from a improvident investment. Respondents never saw a financial statement on Purvance. They only knew that she owned a home in a well-to-do neighborhood, that she had purchased a condominium at La Concha, that she had been audited by the IRS, that she was interested in acquiring another condominium, and that she appeared financially capable of purchasing the Beach Cottage condominium. Both of these Respondents purchased a Reservation to Buy a condominium at Beach Cottage Condominium, neither could qualify for financing, one executed a contract and lost her additional deposit of $15,000, one never got to the contract stage and had to wait until the unit sold before her initial deposit was refunded. Both categorically denied they ever told Purvance that she could make $20,000 in one year on the project, that either told her that she would never have to close, or that under no circumstances would she ever lose her deposit. Neither Respondent had any reason to believe that Purvance did not know what she was doing when she signed the reservation form and when she signed the contract to purchase.
Findings Of Fact In his response to Petitioner's First Request for Admissions, Barry has admitted the following: Respondent is a registered roofing contractor in the State of Florida having been issued license number RC 0031713. At all times material to the pending administrative complaint Respondent was a registered roofing contractor in the State of Florida having been issued license number RC 0031713. At all times material to the pending administrative complaint Respondent's registered roofing contractor license (RC 0031713) qualify "Dave Barry Roofing" with the Florida Construction Industry Licensing Board. On or about October 1986, Respondent d/b/a "Dave Barry Roofing" reroofed a residence located at 1998 [corrected to read "1994"] Mark Twain Street, Palm Bay, FL. At no time material hereto did Respondent obtain a City of Palm Bay building permit for the roofing construction performed at 1998 [1994] Mark Twain Street, Palm Bay, FL. The attached "Petitioner's Exhibit A" represents a true and correct copy of the Ordinance #85-77 as adopted by the City of Palm Bay on January 2, 1986. [Petitioner's Exhibit #3] Attached "Petitioner's Exhibit B" represents a true and accurate copy of Section 103 of the Standard Building Code (1985) as in force and affect in Palm Bay from January 2, 1986 to December 31, 1986. [Petitioner's Exhibit #4] The Standard Building Code as adopted by the City of Palm Bay requires that a building permit be obtained for a reroofing job such as that conducted by Barry in October, 1986. Palm Bay also requires inspections on such work and the contractor is supposed to call the building department for those inspections. On the day that the roofing work commenced and while his crew was on the job, Barry went to the Palm Bay Building Department to obtain the permit. He was denied the permit because he did not have a current competency card. The building department did not have the proper backup documents to reissue his competency card that day. Competency card is required for registration of a contractor in the City of Palm Bay. Registration is required before a contractor can engage in work in the city. Barry had neither a competency card nor registration the day that he applied for a permit for the job on Mark Twain Street. The job started on a Friday and was finished the next day. Barry did not wait to get the necessary permit as he had to get the work finished once his crew started and the house was exposed. He had not anticipated a problem in getting the competency card renewed or obtaining the building permit. Barry did not call the building department for an inspection on the job, and none was conducted. Barry's Florida license was previously disciplined by the Construction Industry Licensing Board in DPR case number 12350, in November 1981. In that case he admitted the allegations of the complaint that he failed to replace rotten wood on a reroofing job, that he operated with a delinquent registration and that he failed to properly qualify his company, Dave Barry Roofing. The case was resolved with a stipulation that Barry replace the rotten wood, pay a civil penalty of $500.00, and undergo probation for one year.
Recommendation Based on the foregoing, it is hereby, RECOMMENDED: That a Final Order be entered finding violations of Section 489(1)(d), (j) and (m), and assessing a fine of $500.00. DONE and RECOMMENDED this 20th day of November, 1987 in Tallahassee, 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 20th day of November, 1987. COPIES FURNISHED: David R. Terry, Esquire W. Douglas Beason, Esquire Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 David M. Barry 698 Evergreen Street Palm Bay, Florida 32905 Fred Seely, Executive Director Construction Industry Licensing Board Department of Professional Regulation Post Office Box 2 Jacksonville, Florida 32201 Tom Gallagher, Secretary Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750 William O'Neil, Esquire General Counsel Department of Professional Regulation 130 North Monroe Street Tallahassee, Florida 32399-0750
Findings Of Fact At all times relevant to this proceeding, the Respondent was licensed as a contractor by the Florida Construction Industry Licensing Board. His license for the 1979-1981 license period had not been renewed at the time that the hearing was conducted, and he was therefore delinquent. [This finding is determined from Petitioner's Exhibit 1.] During June, 1977, the Respondent entered Into a contract with Emily D. Wohanka and Ruby Sue Dennard. Ms. Wohanka and Ms. Dennard, who are sisters, agreed to purchase a lot in Satellite Beach, Florida, and the Respondent agreed to construct a single-family dwelling on the lot. The parties agreed to an addendum to the contract during July or August, 1977. The addendum included some specifics with respect to construction and provided: Home will be complete and ready for occupancy within a reasonable period of time--normally three to five months. [This finding is determined from Petitioner's Exhibits 8 and 9, and the testimony of Wohanka and Jordan.) The lot which Ms. Wohanka and Ms. Dennard purchased was not cleared until December, 1977. No progress on construction was made during January or February, 1980. The Respondent obtained a building permit from the City of Satellite Beach, Florida, on February 20, 1978. Construction work commenced in either March or April, 1978. By June, 1978, Ms. Wohanka became concerned that work was commencing too slowly. She told the Respondent that she needed to move in by the end of July. Respondent told her that it was probable that construction would not be completed until mid-August. By September, the project was still not completed. Ms. Wohanka tried to reach Respondent by telephone, but he would not return her calls. She tried to locate him at home, but no one would answer the door. She complained to the building official in the City of Satellite Beach, but the building official had similar problems reaching the Respondent. Ms. Wohanka also complained to N. M. Jordan, the real estate agent who had negotiated the contract. Ms. Jordan was able to locate the Respondent, and the Respondent told Ms. Jordan that he could not complete the project because he was losing money. In late September or early October, Ms. Wohanka and her sister located the Respondent at his home. The Respondent was just walking out of the front door when they arrived. The Respondent told them that he could not discuss the matter, that he had turned it over to Ms. Jordan, and that he was not a part of it anymore. [This finding is determined from Petitioner's Exhibits 2 and 3; and from the testimony of Wobanka, Hijort, and Jordan.] When Ms. Wohanka contacted the Respondent in late September or early October, no work had been done on the project for at least a month, and the house was not completed. Light fixtures, appliances, and air conditioning had not been installed. Cabinets and other fixtures were stored in a bathroom. Inside doors had not been installed. Flooring was not completed. No sidewalks or concrete driveway had been constructed. There had been no landscaping or sodding, and the sprinkler system had not been installed. The plumbing was not operational. Ms. Wohanka contracted with a new builder to complete the project. She was able to move into the residence on December 28, 1978, but work was not finally completed until late January, 1979. Additional expenses beyond those agreed to by the Respondent were incurred by Ms. Wohanka. The Respondent had drawn on a construction loan; but, there is no evidence in the record that the Respondent used these funds for any purposes other than the construction of the dwelling. [This finding is determined from the testimony of Wohanka.] During July, 1977, the Respondent entered into a contract with James and Eleanor A. Lawrence. The Lawrences agreed to purchase a lot in Satellite Beach, Florida, and the Respondent agreed to construct a duplex dwelling on the lot. The Respondent obtained a building permit from the City of Satellite Beach on February 22, 1978. Unknown problems developed, and the project was not being completed. The Satellite Beach building official had difficulty locating the Respondent, but he was ultimately assured by the Respondent that the project would be completed. The Respondent told the realtor who negotiated the contract, Ms. Jordan, that he could not complete the 3 reject because he was losing money. The Lawrences did not testify at the hearing, and specifics regarding their relationship with the Respondent are not known. It is not known whether the Respondent abandoned the project uncompleted without notifying the Lawrences, or whether some agreement was made between them regarding completion of the project. There is no evidenced that the Respondent diverted any funds from the project. [This finding is determined from the testimony of Hjort and Jordan.] No building codes from the City of Satellite Beach were received into evidence. There is no evidence in the record from which it could be concluded that the Respondent violated any provisions of the building codes in either the Wohanka or Lawrence transactions.
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
The Issue The issue for determination at the final hearing was whether the license of Respondent Willie J. Whittington should be revoked, suspended or otherwise disciplined for the acts alleged in the Administrative Complaint filed May 19, 1982. At the final hearing, Cathi Cox and Dr. Carol E. McWilliams testified for the Petitioner. Petitioner's Exhibits 1-8 were offered and admitted into evidence. The Respondent testified on his own behalf and Respondent's Exhibit No. 1 was admitted into evidence. Following the final hearing, the Respondent furnished the Hearing Officer with written estimates of the cost of the added work performed at the construction site. These estimates have been marked and are admitted as Respondent's Exhibits 2-7. Additionally, official recognition was taken of Palm Beach County Construction Industry Licensing Board Specialty Contractor Standards. Proposed Recommended Orders have been submitted by the parties. To the extent that the proposed findings submitted by the parties are not reflected in this order, they are rejected as being either not supported by the weight of credible evidence or as being irrelevant to the issues determined here.
Findings Of Fact At the final hearing, the parties orally stipulated to the following facts contained in paragraphs 1-6: The Respondent Willie J. Whittington is a certified general contractor having been issued license number CC 006966. The last known address of the Respondent is Whittington & Sons Builders, Inc., 7660 North State Road 7, Pompano Beach, Florida 33067. The Respondent Whittington is the qualifying agent for Whittington & Sons Builders, Inc. On July 28, 1980, Whittington & Sons Builders, Inc., entered into a contract with Carol E. McWilliams to remodel a veterinary office located at 2775 South State Road 7, West Palm Beach, Florida, for the sum of $30,000. Two separate contracts were executed by the parties for the job; the first one in the amount of $30,000 while the second was for $35,000. The $35,000 contract was a falsification and was executed in order to aid Dr. McWilliams in obtaining a larger loan from her bank. To date, the Respondent Whittington has received approximately $30,668.70 from Dr. McWilliams. Although the Respondent did not provide a $2,000 well and septic tank as specified in the contract, he substituted a drain field and pump with a combined value of $1,589.00. Additionally, the Respondent provided extras on the job totaling approximately $2,500, including stucco, plumbing fixtures, tile, locks, a rear door and extra window. Dr. McWilliams was required to expend $536.92 for lighting fixtures when the existing fixtures were stolen from the job site. The Respondent was to have reinstalled the existing fixtures in the remodeled building. The fixtures were stored on Dr. McWilliams' property behind a locked chain link fence. Pursuant to the construction contract, however, the Respondent was not responsible for furnishing electrical or plumbing fixtures. During the course of this project, numerous changes were made in the original agreement. It is uncertain from the testimony how the changes came about; it is undisputed however, that numerous items not contemplated by the agreement were furnished by the Respondent and accepted by Dr. McWilliams. The Respondent obtained a permit to install an air conditioning unit from the county. The unit was installed by the Respondent and his son-in-law, neither of whom are licensed as air conditioning contractors. The Respondent replaced an existing unit which had been stolen and did not perform any duct work in connection with such installation.
Recommendation Based on the foregoing Findings of Fact and Conclusions of Law, it is RECOMMENDED: That the Respondent Willie J. Whittington be found guilty of violating Section 489.129(1)(j), Florida Statutes, and be issued a reprimand. DONE and ENTERED this 17th day of January, 1983, in Tallahassee, Florida. SHARYN L. SMITH, 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 17th day of January, 1983. COPIES FURNISHED: John O. Williams, Esquire 547 North Monroe Street Suite 204 Tallahassee, Florida 32301 Willie J Whittington 7660 North State Road 7 Pompano Beach, Florida 33067 Fred Roche, Secretary Department of Professional Regulation Old Courthouse Square 130 North Monroe Street Tallahassee, Florida 32301 James Linnan, Executive Director Construction Industry Licensing Board Post Office Box 2 Jacksonville, Florida 32202
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 =================================================================
