The URL can be used to link to this page

Home My WebLink About08-7877 CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 RESIDENTIAL SWIMMING POOL 7877 Permit Num er: 7877 Permit Type: SWIMMING POOL RES. Class of Work: POOL/NEW Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: Address: 6153 17TH ST ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 02-26-21-0180-00000-0190 FENCE REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." ~Aljff~W~: ~-~ CONTRACTO PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER City of Zephyrhills BUILDING PLAN REVIEW CO:tv.1MENTS Site: J~@M6~ y/(p - 08 (PrS3 17~ or Ihbri Cj~ fJnI V ' . 2- ~.f~ Contractor/Homeo"WIler: Date Received: Permit Type: Approved wino coniments:O . Approved withe below commOllts? Denied withe below comments: 0 / ept with the permit and/or plans. ,f/-D& 4~~M<_i) Date Contractor and/or Homeowner (Required when comments are present) (' CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 RESIDENTIAL SWIMMING POOL 7877 ermlt um er: 7877 Permit Type: SWIMMING POOL RES. Class of Work: POOUNEW Proposed Use: SINGLE FAMILY RESIDENTIAL Square Feet: Est. Value: Improv. Cost: 2,800.00 Date Issued: Total Fees: 130.00 Amount Paid: Date Paid: Work Desc: Address: 6153 17TH ST ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 02-26-21-0180-00000-0190 BUILDIN FEE PLUMBING FEE FENCE POOL STEEL POOL DECK & FOOTER POOL ELECTRIC BOND POOL PLUMBING/PRESSURE_ FINAL REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)( c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement. n ~ CONTRACTOR PERM IT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 City of Zephyrhills Permit Application Building Department Fax-813-780-0021 I I (J?{!\.-v", \-.,,\ \'::, R-?':) 5l\ 2- I LOT# I : PARCELID#IQ;} -.aLo -~\ -() \~() ~~ 00000 - 0\ ct ct (OBTAINED FROM PROPERTY TAX NOTICE) SIGN D MOVE 0 Date Received Owner's Name "3": e s Owner's Address I (0 l S ~ Fee Simple Titleholder Namel ...0 o \\\~\\-O {1 \ "\. t-"'- 'b 1-. ~\'\~l(\\.\\ \ 'j I NEW CONSTR D ADD/ALT 0 INSTALL D REPAIR PROPOSED USE ~ SFR D COMM 0 OTHER TYPE OF CONSTRUCTION 0 BLOCK D FRAME 0 STEEL D DESCRIPTION OF WORK I 0'0'6-Q {oVG-~f)~)h-~il~t~\,~~~ {0C5() \ () Llr:'OD-\- (LOVv"C\ BUILDING SIZE I SQ FOOTAGE I I HEIGHT I I .'111..'.....111..11....111..111..11...1111...111..111.......................11..............'"1..11..1..................1111....11.11.11111111.1111 D BUILDING 1$ :2 Of} () D ELECTRICAL I$! tftJ D PLUMBING 1$ D MECHANICAL 1$ D GAS 0 FINISHED FLOOR ELEVATIONS I Fee Simple Titleholder Address I 1(o{S-~ I l vt\: '" e> t- JOB ADDRESS SUBDIVISION WORK PROPOSED ~ DEMOLISH OTHER I AMP SERVICE VALUATION OF TOTAl CONSTRUCTION PROGRESS ENERGY D D W.R.E.C, OTHER u-fJett- ~~C/ VALUATION OF MECHANICAL INSTALLATION ROOFING D I SPECIALTY 0 FLOOD ZONE AREA BUILDER SIGNATURE Address ELECTRICIAN SIGNATURE Address PLUMBER SIGNATURE COMPANY REGISTERED Address MECHANICAL SIGNATURE COMPANY REGISTERED Address OTHER SIGNATURE COMPANY REGISTERED Address 11I1111II111111 1I1I1111I111111111111111111111111111111111111111111111I1I1I1III1111111111111111111111111111111111111111111111111111111111111111111 DYES DNO 1/0tr7e- Y I N I ()W/lP.-1 FEE CURRENT I Y I N Y/N FEE CURRENT License # Y/N FEE CURRENT License # YI N FEE CURRENT License # Y/N Y/N Y/N RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W Permit for new construction, Minimum ten (10) working days after submittal date. Required onsile, Construction Plans, Stormwater Plans wI Silt Fence installed, Sanitary Facilities & 1 dumpster; Sile Work Permit for subdivisions/large projects COMMERCIAL Attach (3) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forms. R-O-W Permit for new construction. Minimum ten (10) working days after submittal date. Required onsite, Construction Plans. Stormwater Plans wI Silt' Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets. of Engineered Plans, ....PROPERTY SURVEY required for all NEW construction. 11111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111111 Directions: Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement is required. (AlC upgrades over $5000) Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (Front of Application Only) Reroofs Sewers Service Upgrades AlC Fences (Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to "deed" restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to ondertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the Pasco County Building Inspection Division-Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "contractor Block" of this application for which they will be responsible. If you, as the owner sign as the contractor, that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or expansion of existing buildings, as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a "certificate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, 1 certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law-Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment. Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. US Environmental Protection Agency-Asbestos abatement. Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: Use of fill is not allowed in Flood Zone "V" unless expressly permitted. If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume" will be submitted at time of permitting which is prepared by a professional engineer licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in connection with a permitted building using stem wall construction, I certify that fill will be used only to fill the area within the stem wall. If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties, the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill, an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. 1 understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other ~nstallations not specifically in~luded. in the application. A permit issued shall be construed to be a license to proce~d With the work a~d not as authorl~y ~o vlol~t~, cancel, alter, or set aside any provisions of the technical codes, nor shall Issuance of a permit prevent the BUilding OffiCial from thereafter requiring a correction of errors in plans, construction or violat~o~s o! any codes. Every ~ermit issued. shall become. invalid unless the work authorized by such permit is commenced Within SIX months of permit Issuance, or If work authorized. by the permit is suspended or abandoned for a period of six (6) months after the time th~ work is commenced: An extension may be requested, in writing, from the Building Officia~ for a peri?d not t~ exceed nln~ty (,90) da~s and Will demonstrate justifiable cause for the extension. If work ceases for ninety (90) consecutive days, the)ob IS conSidered abandoned. Notary Public Notary Public CHAPTER 41 SWIMMING POOLS ~ SECTIONR4101 , PRI~TE SWIMMING POOLS R4101.1 - Definitions - General R4101.1.1 Tense, gender and number. For the purpose of this code, certain abbreviations, terms, phrases, words, and their derivatives shall be construed as set forth in this seeti<5i1.Words used in the present tense in- clude the future. Words in the masculine gender include the feminine and neuter. Words in the feminine and neu- ter gender include the masculine. The singular number includes the plural and the plural number includes the singular. R4101.1.2 Words not--!!~fined. Words not defined herein shall have the meanings stated in the Florida Building Code, Building; Florida Building Code, Me- chanical; Florida Building Code, Plumbing; Florida Building Code, Fuel Gas; or Florida Fire Prevention Code. Words not defined in the Florida Building Code shall have the meanings stated in the Webster's Third New International Dictionary of the English Language Unabridged. R4101.2 Definitions. ABOVEGROUND/ONGROUND POOL. See "Swimming Pool." ---I ADMINISTRATIVE AUTHORITY. The individual official, board, department or agency established and authorized by a state, county, city or other political subdivision created by law to administer and enforce the provisions of the swimming pool code as adopted or amended. APPROVED. Accepted or acceptable under an applicable specification stated or cited in this code, or accepted as suitable for the proposed use under procedures and power of the admin- istrative authority. APPROVED SAFETY COVER. A manually or power-ap- plied safety pool cover that meets all of the performance stan- dards of the ASTM International in compliance with ASTM F 1346, APPROVED TESTING AGENCY. An organization primar- ily established for the purpose of testing to approved standards and approved by the administrative authority. BACKWASH PIPING. See "Filter waste discharge piping." BARRIER. A fence, dwelling wall or nondwelling wall or any combination thereof which completely surrounds the swim- ming pool and obstructs access to the swimming pool, espe- cially access from the residence or from the yard outside the barrier. BODY FEED. Filter aid fed into a diatomite-type filter throughout the filtering cycle, CARTRIDGE FILTER. A filter using cartridge type filter el- ements. FLORIDA BUILDING CODE - RESIDENTIAL CHEMICAL PIPING. Piping which conveys concentrated chemical solutions from a feeding apparatus to the circulation , piping. CIRCULATION PIPING SYSTEM. Piping between the pool structure and the mechanical equipment. Usually includes suction piping, face piping and return piping. COMBINATION VALVE. A multipart valve intended to per- form more than one function, DESIGN HEAD. Total head requirement of the circulation system at the design rate of flow. DIATOMITE (DIATOMACEOUS EARTH). A type of fil- ter aid. DIATOMITE TYPE FILTER. A filter designed to be used with filter aid. DIRECT ACCESS FROM THE HOME. Means any open- ing which discharges into the "perimeter" of the pool or any opening in an exterior dwelling wall, or interior wall (for in- door pools) which faces the pool. EXIT ALARM. A device that makes audible, continuous alarm sounds when any door or window which permits access from the residence to any pool that is without an intervening enclosure is opened or left ajar. FACE PIPING. Piping, with all valves and fittings, which is used to connect the filter system together as a unit. FILTER. Any apparatus by which water is clarified. FILTER AID. A nonpermanent type of filter medium or aid such as diatomite, alum, etc. FILTER CARTRIDGE. A disposable or renewable filter ele- ment which generally employs no filter aid. FILTER ELEMENT. That part of a filter which retains the fil- ter medium. FILTER MEDIUM. Fine material which entraps the sus- pended particles and removes them from the water. FILTER RATE. Average rate of flow per square foot of filter area. FILTER ROCK. Specially graded rock and gravel used to support filter sand. FILTER SAND. A specially graded type of permanent filter medium. FILTER SEPTUM. That part of the filter element in a diato- mite type filter upon which a cake of diatomite or other nonper- manent filter aid may be deposited. FILTER WASTE DISCHARGE PIPING. Piping that con- ducts waste water from a filter to a drainage system. Connec- tion to drainage system is made through an air gap or other approved methods. FRESH WATER. Those waters having a specific conductivity less than a solution containing 6,000 ppm of sodium chloride, 41.1 SWIMMING POOLS IDGH RATE SAND FILTER. A sand filter designed for flows in excess of 5 gpm per square feet. HOT TUB. See "Swimming pool." INGROUND POOL. See "Swimming pool." INLET FITTING. Fitting or fixture through which circulated water enters the pool. MAIN OUTLET. Outlet at the deep portion of the pool through which the main flow of water leaves the pool when be- ing drained or circulated. MEDICALLY FRAIL ELDERLY PERSON. Means any person who is at least 65 years of age and has a medical prob- lem that affects balance, vision, or judgment, including but not limited to a heart condition, diabetes, or Alzheimer's disease or any related disorder. MESH SAFETY BARRIER. A combination of materials, in- cluding fabric, posts, and other hardware to form a barrier around a swimming pool. POOL. See "Swimming Pool." POOL DEPTHS. The distance between the floor of pool and the maximum operating water level. POOL PERIMETER. A pool perimeter is defined by the lim- its of the pool deck, its surrounding area including yard area on same property, and any dwelling or nondwelling wall or any combination thereof which completely surrounds the pool. POOL PLUMBING. All chemical, circulation, filter waste discharge piping, deck drainage and water filling system. PORTABLE POOL. A prefabricated pool which may be erected at the point of intended use and which may be subse- quently disassembled and reerected at a new location. Gen- erally installed on the surface of the ground and without excavation. PRECOAT. In a diatomite-type filter, the initial coating or fil- ter aid placed on the filter septum at the start of the filter cycle. RAPID SAND FILTER. A filter designed to be used with sand as the filter medium and for flows not to exceed 5 gpm per square feet. RECEPTOR. An approved plumbing fixture or device of such material, shape and capacity as to adequately receive the dis- charge from indirect waste piping, so constructed and located as to be readily cleaned. RESIDENTIAL. Means situated on the premises of a de- tached one-family or two-family dwelling or a one-family townhouse not more than three stories high, RETURN PIPING. That portion of the circulation piping which extends from the outlet side of the filters to the pool. SALINE WATER. Those waters having a specific conductiv- ity in excess of a solution containing 6,000 ppm of sodium chloride. SEPARATION TANK. A device used to clarify filter rinse or waste water. Sometimes called a reclamation tanle SKIM FILTER. A surface skimmer combined with a vacuum diatomite filter. SPA, NONPORTABLE. See "Swimming pool." 41.2 SPA, PORTABLE. Nonpermanent structure il}tended for rec- I reational bathing, in which all controls and water heating and water circulating equipment are an integral part of the product and which is cord-connected and not permanently electrically wired. SUCTION PIPING. That portion of the circulation piping lo- cated between the pool structure and the inlet side of the pump and usually includes main outlet piping, skimmer piping, vac- uum piping and surge tank piping, SURFACE SKIMMER. A device generally located in the pool wall which skims the pool surface by drawing pool water over a self adjusting weir. SWIMMING POOL, PRIVATE. Any structure, located in a residential area, that is intended for swimming or recreational bathing and contains water over 24 inches (610 mm) deep in- cluding but not limited to inground, aboveground, and on ground swimming pools, hot tubs, and nonportable spas. SWIMMING POOL, INDOOR. A swimming pool which is totally contained within a structure and surrounded on all four sides by walls of said structure, SWIMMING POOL, OUTDOOR. Any swimming pool which is not an indoor pool. SWIMMING POOL, PUBLIC. A water-tight structure of concrete, masonry, fiberglass, stainless steel or plastic which is located either indoors or outdoors, used for bathing or swim- ming by humans, and filled with a filtered and disinfected wa- ter supply, together with buildings, appurtenances and equipment used in connection therewith. A public swimming pool or public pool shall mean a conventional pool, spa-type pool, wading pool, special purpose pool or water recreation at- traction, to which admission may be gained with or without payment of a fee and includes, pools operated by or serving camps, churches, cities, counties, day care centers, group home facilities for eight or more clients, health spas, institutions, parks, state agencies, schools, subdivisions; or the cooperative living-type projects of five or more living units, such as apart- ments, boarding houses, hotels, mobile home parks, motels, recreational vehicle parks and townhouses. SWIMMING POOL, RESIDENTIAL. See "Swimming pool, private." TURNOVER TIME. The time in hours required for the circu- lation system to filter and recirculate a volume of water equal to the pool volume. VACUUM FITTING. A fitting in the pool which is used as a convenient outlet for connecting the underwater suction clean- ing equipment. VACUUM PIPING. The piping from the suction side of a pump connected to a vacuum fitting located at the pool and be- low the water level. WASTE PIPING. See "Filter waste discharge piping." WIDTH AND/OR LENGTH. Actual water dimension taken from wall to wall at the maximum operating water level. YOUNG CHILD. Means any person under the age of six years. FLORIDA BUILDING CODE - RESIDENTIAL R4101.3 Mechanical requirements. Unless otherwise speci- fied in this code, all piping, equipment and materials used in the plumbing system of swimming pools that are built in place shall conform to the Florida Building Code, Plumbing. R4101.4 Approvals. R4101.4.1 Compliance. All materials, plpmg, valves, equipment or appliances entering into the construction of swimming pools or portions thereof shall be of a type com- plying with this code or of a type recommended and ap- proved by a nationally recognized testing agency or conforming to other recognized standards acceptable to the administrative authority. R4101.4.2 Items not covered. For any items not specifi- cally covered in these requirements, the administrative au- thority is hereby authorized to require that all equipment, materials, methods of construction and design features shall be proven to function adequately, effectively and without excessive maintenance and operational difficulties. R4101.4.3 Applicant responsibility. It shall be the respon- sibility of the applicant to provide such data, tests or other adequate proof that the device, material or product will sat- isfactorily perform the function for which it is intended, be- fore such item shall be approved or accepted for tests. R4101.5 Alternate materials and methods of construction. R4101.5.1Approval and authorization. The provisions of this code are not intended to prevent the use of any alternate material, method of construction, appliance or equipment, provided any such alternate has been first approved and its use authorized by the administrative authority. R4101.5.2 Required tests. When there is insufficient evi- dence to substantiate claims for alternates, the administra- tive authority may require tests, as proof of compliance, to be made by an approved agency at the expense of the appli- cant. R4101.6 Engineering design. R4101.6.1 Conformance standard. Design, construction and workmanship shall be in conformity with the require- ments of ANSIINSPI 3; ANSIINSPI4; ANSIINSPI 5; and ANSIINSPI 6. -I R4101.6.2 Required equipment. Every swimming pool shall be equipped complete with approved mechanical equipment consisting of filter, pump, piping valves and component parts. Exception: Pools with a supply offresh water equivalent to the volume of the pool in the specified turnover time will be allowed. R4101.6.3 Water velocity. Pool piping shall be designed so the water velocity will not exceed 10 feet per second (3048 mm/s) for pressure piping and 8 feet per second (2438 mmls) for suction piping, except that the water velocity shall not exceed 8 feet per second (2438 mmls) in copper tubing. Exception: Jet inlet fittings shall not be deemed subject to this requirement. FLORIDA BUILDING CODE - RESIDENTIAL SWIMMING POOLS R4101.6.4 Piping to heater. Water flow through the heater, any bypass plumbing installed, any back-siphoning protec- tion, and the use of heat sinks shall be done in accordance with the manufacturer's recommendations. R4101.6.5 Piping installation. All piping materials shall be installed in strict accordance with the manufacturer's in- stallation standards. Exception: Primer and glue on exposed aboveground piping not required to be colored. R4101.6.6 Entrapment protection for suction inlets. R4101.6.6.1 Location. Suction inlets shall be provided and arranged to produce circulation throughout the pool or spa. R4101.6.6.2 Testing and certification. All pool and spa suction inlets shall be provided with a cover that has been tested and accepted by a recognized testing facility and comply with ANSI/ASME A1l2.19.8M, Suction Fit- tings for Use in Swimming Pools, Spas, Hot Tubs, and Whirlpool Bathtub Appliances. Exceptions: 1. Surface skimmers. 2. Grate or grates having a minimum area of 144 square inches (.09 mm2) or greater. R4101.6.6.3 Entrapment avoidance. All pools and spas shall have a backup system which shall provide vac- uum protection should grate covers become missing or inoperative with respect to their approved use, Vacuum protection devices shall consist of one of the following: 1. Approved safety vacuum release system (SVRS). 2. Approved vent piping. 3. Other approved devices or means. R4101.6.6.4 Suction inlets per pump. A minimum of two suction inlets shall be provided for each pump in the suction inlet system, separated by a minimum of 3 feet (914 mm) or located on two different planes; i.e., one on the bottom and one on the vertical wall, or one each on two separate vertical walls. These suction inlets shall be plumbed such that water is drawn through them simulta- neously through a common line to the pump. When a skimmer is used in conjunction with a single main outlet to meet the requirements of this section, the common suction line must be in compliance with Section R4101.6.6.3 such that a vacuum cannot be drawn on any single main outlet or skimmer. R4101.6.6.5 Cleaner fittings. Where provided, the vac- uum or pressure cleaner fitting(s) shall be located in an accessible position(s) at least 6 inches (152 mm) and not greater than 12 inches (305 mm) below the minimum op- erating water level or as an attachment to the skimmer( s). All cleaner suction inlets shall be protected by an ap- proved, permanently installed, self-closing flapper as- sembly. R4101.7 Pumps. 41.3 SWIMMING POOLS R4101.7.1 Strainer. Pool circulating pumps shall be equipped on the inlet side with an approved type hair and lint strainer when used with a pressure filter. R4101.7.2 Installation. Pumps shall be installed in accor- dance with manufacturer recommendations. R4101.7~3 Capacity. Pumps shall have design capacity at the following heads. 1. Pressure Diatomaceous Earth-At least 60 feet (18 288 mm). 2. Vacuum Diatomaceous Earth-20-inch (508 mm) vac- uum on the suction side and 40- foot (12 192 mm) total head. 3. Rapid Sand-At least 45 feet (13 716 mm). 4. High Rate Sand-At least 60-feet (18288 mm), R4101.7.4 Materials. Pump impellers, shafts, wear rings and other working parts shall be of corrosion-resistant mate- rials. R4101.8 Valves. R4101.8.1 General. Valves shall be made of materials that are approved in the Florida Building Code, Plumbing. Valves located under concrete slabs shall be set in a pit hav- ing a least dimension of five pipe diameters with a minimum of at least 10 inches (254 mm) and fitted with a suitable cover. All valves shall be located where they will be readily accessible for maintenance and removal, R4101.8.2 Full-way (gate) valves. Full-way valves shall be installed to insure proper functioning of the filtration and piping system. When the pump is located below the over- flow rim of the pool, a valve shall be installed on the dis- charge outlet and the suction line. R4101.8.3 Check valves. Where check valves are installed they shall be of the swing, spring or vertical check patterns. R4101.8.4 Combination valves. Combination valves shall require approval of the administrative authority prior to their installation. R4101.9 Water supply. Unless an approved type of filling sys- tem is installed, any water supply which in the judgment of the administrative authority may be used to fill the pool, shall be equipped with backflow protection. No over the rim fill spout shall be accepted unless located under a diving board, or prop- erly guarded. R4101.10 Waste water disposal. R4101.10.1 Connection limitations. Direct or indirect connections shall not be made between any storm drain, sewer, drainage system, seepage pit underground leaching pit, or subsoil drainage line, and any line connected to a swimming pool unless approved by the administrative au- thority. R4101.10.2 Disposal through public sewer. When the waste water from a swimming pool is to be disposed of through a public sewer, a 3-inch (76 nun) P-trap shall be in- stalled on the lower terminus of the building drain and the tall piece from the trap shall extend a minimum of 3-inches (76 nun) above finished grade and below finished floor grade. This trap need not be vented, The connection be- 41.4 tween the filter waste discharge piping and the P-trap shall be made by means of an indirect connection. R4101.10.3 Deviations. Plans and specifications for any deviation from the above manner of installation shall first be approved by the administrative authority before any portion of any such system is installed. When waste water disposal is to seepage pit installation, it shall be installed in accor- dance with the approval granted by the administrative au- thority. R4101.1l Separation tank. A separation tank of an approved type may be used in lieu of the aforementioned means of waste water disposal when connected as a reclamation system. R4101.12 Tests. R4101.12.1 Pressure test. All pool piping shall be tested and proved tight to the satisfaction of the administrative au- thority, under a static water or air pressure test of not less than 35 pounds per square inch (psi) (241 kPa) for 15 min- utes. Exception: Circulating pumps need not be tested as re- quired in this section. R4101.12.2 Drain and waste piping. All drain and waste piping shall be tested by filling with water to the point of overflow and all joints shall be tight. R4101.13 Drain piping. R4101.13.1 Slope to discharge. Drain piping serving grav- ity overflow gutter drains and deck drains shall be installed to provide continuous grade to point of discharge. R4101.13.2 Joints and connections. Joints and connec- tions shall be made as required by the Florida Building Code, Plumbing. R4101.14 Water heating equipment. R4101.14.1 Labels. Swimming pool water heating equip- ment shall conform to the design, construction and installa- tion requirements in accordance with accepted engineering practices and shall bear the label of a recognized testing agency, and shall include a consideration of combustion air, venting and gas supply requirements for water heaters. R4101.14.2 Water retention. If a heater is not equipped or designed for an approved permanent bypass or antisiphon device, an approved permanent bypass or anti siphon device shall be installed to provide a positive means of retaining water in the heater when the pump is not in operation. R4101.14.3 Pit drainage. When the heater is installed in a pit, the pit shall be provided with approved drainage facili- ties. R4101.14.4 Connections. All water heating equipment shall be installed with flanges or union connection adjacent to the heater. R4101.14.5 Relief valve. When water heating equipment which is installed in a closed system has a valve between the appliance and the pool, a pressure relief valve shall be in- stalled on the discharge side of the water heating equipment. 1- For units up to and including 200,000 Btulhour input, the re- lief valve shall be rated by the American Gas Association. FLORIDA BUILDING CODE - RESIDENTIAL R4101.15 Gas piping. Gas piping shall comply with the / Florida Building Code, Fuel Gas. R4101.16 Electrical. Electrical wiring and equipment shall comply with Chapter 27 of the Florida Building Code. R4101.17 Residential swimming barrier requirement. Res- idential swimming pools shall comply with Sections R4101.l7.l through R4101.l7.3. Exception: A swimming pool with an approved safety pool cover complying with ASTM F 1346. R4101.17.1 Outdoor swimming pools. Outdoor swim- ming pools shall be provided with a barrier complying with R4l01.l7.1.l through R4101.l7.1.l4. R4101.17.1.1 The top of the barrier shall be at least 48 inches (1219 mm) above grade measured on the side of the barrier which faces away from the swimming pool. The maximum vertical clearance between grade and the bottom of the barrier shall be 2 inches (51 mm) measured on the side of the barrier which faces away from the swimming pool. Where the top of the pool structure is above grade the barrier may be at ground level or mounted on top of the pool structure. Where the barrier is mounted on top of the pool structure, the maximum verti- cal clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches (102 mm). R4101.17.1.2 The barrier may not have any gaps, open- ings, indentations, protrusions, or structural components that could allow a young child to crawl under, squeeze through, or climb over the barrier as herein described be- low. One end of a removable child barrier shall not be re- movable without the aid of tools. Openings in any barrier shall not allow passage of a 4-inch-diameter (102 mm) sphere. R4101.17.1.3 Solid barriers which do not have openings shall not contain indentations or protrusions except for normal construction tolerances and tooled masonry joints. R4101.17.1.4 Where the barrier is composed of horizon- tal and vertical members and the distance between the tops of the horizontal members is less than 45 inches (1143 mm), the horizontal members shall be located on the swimming pool side of the fence. Spacing between vertical members shall not exceed 13/4 inches (44 mm) in width. Where there are decorative cutouts within vertical members, spacing within the cutouts shall not exceed 13/4 inches (44 mm) in width. R4101.17 .1.5 Where the barrier is composed of horizon- tal and vertical members and the distance between the tops of the horizontal members is 45 inches (1143 mm) or more, spacing between vertical members shall not ex- ceed4 inches (102 mm). Where there are decorative cut- outs within vertical members, spacing within the cutouts shall not exceed P/4 inches (44 mm) in width. R4101.17.1.6 Maximum mesh size for chain link fences shall be a 21/4 inch square (57 mm) unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1314 inches (44 mm). FLORIDA BUILDING CODE - RESIDENTIAL SWIMMING POOLS R4101.17.1.7 Where the barrier is composed of diagonal members, the maximum opening formed by the diagonal members shall be no more than P/4 inches (44 mm). R4101.17.1.8 Access gates, when provided, shall be self-closing and shall comply with the requirements of Sections R4101.l7.1.l through R4101.l7.1.7 and shall be equipped with a self-latching locking device located on the pool side of the gate. Where the device release is located no less than 54 inches (1372 mm) from the bot- tom of the gate, the device release mechanism may be lo- cated on either side of the gate and so placed that it cannot be reached by a young child over the top or through any opening or gap from the outside. Gates that provide access to the swimming pool must open outward away from the pool. The gates and barrier shall have no opening greater than 1/2 inch (12.7 mm) within 18 inches (457 mm) of the release mechanism. R4101.17.1.9 Where a wall of a dwelling serves as part of the barrier, one of the following shall apply: 1. All doors and windows providing direct access from the home to the pool shall be equipped with an exit alarm complying with UL 2017 that has a minimum sound pressure rating of 85 dB A at 10 feet (3048 mm) and is either hardwired or of the plug-in type. The exit alarm shall produce a con- tinuous audible warning when the door and its screen are opened. The alarm shall sound immedi- ately after the door is opened and be capable of be- ing heard throughout the house during normal household activities. The alarm shall be equipped with a manual means to temporarily deactivate the alarm for a single opening. Such deactivation shall last no more than 15 seconds, The deactivation switch shall be located at least 54 inches (1372 mm) above the threshold of the door. Separate alarms are not required for each door or window if sensors wired to a central alarm sound when con- tact is broken at any opening. Exceptions: a. Screened or protected windows having a bot- tom sill height of 48 inches (1219 mm) or more measured from the interior finished floor at the pool access level. b. Windows facing the pool on floor above the first story. c. Screened or protected pass-through kitchen windows 42 inches (1067 mm) or higher with a counter beneath. 2. All doors providing direct access from the home to the pool must be equipped with a self-closing, self-latching device with positive mechanical latching/locking installed a minimum of 54 inches (1372 mm) above the threshold, which is approved by the authority having jurisdiction. R4101.17.1.10 Where an aboveground pool structure is used as a barrier or where the barrier is mounted on top of the pool structure, and the means of access is a ladder or 41.5 SWIMMING POOLS steps, the ladder or steps either shall be capable of being secured, locked or removed to prevent access, or the lad- der or steps shall be surrounded by a barrier which meets the requirements of Sections R410 1.17 .1.1 through R4101.17.1.9 and Sections R4101.17.1.12 through R4101.l7.1.14. When the ladder or steps are secured, locked or removed, any opening created shall not allow the passage of a 4-inch-diameter (102 mm) sphere. R4101.17.1.11 Standard screen enclosures which meet the requirements of Section R4l 0 1.17 may be utilized as part of or all of the "barrier" and shall be considered a "nondwelling" wall. Removable child barriers shall have one end of the barrier nonremovable without the aid of tools. R4101.17.1.12 The barrier must be placed around the perimeter of the pool and must be separate from any fence, wall, or other enclosure surrounding the yard un- less the fence, wall, or other enclosure or portion thereof is situated on the perimeter of the pool, is being used as part of the barrier, and meets the barrier requirements of this section, R4101.17.1.13 Removable child barriers must be placed sufficiently away from the water's edge to prevent a young child or medically frail elderly person who may manage to penetrate the barrier from immediately falling into the water. Sufficiently away from the water's edge shall mean no less than 20 inches (508 mm) from the bar- rier to the water's edge. Dwelling or nondwelling walls including screen enclosures, when used as part or all of the "barrier" and meeting the other barrier requirements, may be as close to the water's edge as permitted by this code. R4101.17.1.14 A wall of a dwelling may serve as part of the barrier if it does not contain any door or window that opens to provide direct access from the home to the swimming pool. R4101.17.1.14.1 Adjacent waterways. Permanent natural or permanent man-made features such as bulkheads, canals, lakes, navigable waterways, etc., adjacent to a public or private swimming pool or spa may be permitted as a barrier when approved by the authority having jurisdiction. When evaluating such barrier features, the authority may perform on-site in- spections and review evidence such as surveys, aerial photographs, water management agency standards and specifications, and any other similar documenta- tion to verify, at a minimum, the following: 1, The barrier feature is not subject to natural changes, deviations, or alterations and is capa- ble of providing an equivalent level of protec- tion as that provided by the code. 2. The barrier feature clearly impedes, prohibits or restricts access to the swimming pool or spa. 41.6 R4101.17.1.15 A mesh safety barrier meeting the re- quirements of Section R4101.17 and thefollowing mini- mum requirements shall be considered a barrier as defined in this section: 1. Individual component vertical support posts shall be capable of resisting a minimum of 52 pounds (229 N) of horizontal force prior to breakage when measured at a 36-inch (914 mm) height above grade. Vertical posts of the child mesh safety bar- rier shall extend a minimum of 3 inches (76 mm) below deck level and shall be spaced no greater than 36 inches (914 mm) apart, 2. The mesh utilized in the barrier shall have a mini- mum tensile strength according to ASTM D 5034 of 100 lbf., and a minimum ball burst strength ac- cording to ASTM D 3787 of 150 lbf. The mesh shall not be capable of deformation such that a 1/4-inch (6.4 mm) round object could pass through the mesh. The mesh shall receive a descriptive performance rating of no less than "trace discoloration" or "slight discoloration" when tested according to ASTM G 53 (Weatherability, 1,200 hours). 3. When using a molding strip to attach the mesh to the vertical posts, this strip shall contain, at a mini- mum, #8 by liz-inch (12.7 mm) screws with amini- mum of two screws at the top and two at the bottom with the remaining screws spaced a maximum of 6 inches (152 mm) apart on center. 4, Patio deck sleeves (vertical post receptacles) placed inside the patio surface shall be of a nonconductive material. 5. A latching device shall attach each barrier section at a height no lower than 45 inches (11 613 mm) above grade. Common latching devices that in- clude, but are not limited to, devices that provide the security equal to or greater than that of a hook and eye type latch incorporating a spring actuated retaining lever (commonly referred to as a safety gate hook). 6. The bottom of the child mesh safety barrier shall not be more than 1 inch (25 mm) above the deck or installed surface(grade). R4101.17.2Indoor swimming pools. All walls surround- ing indoor swimming pools shall comply with Section R4l01.17.1.9. R4101.17.3 Prohibited locations. A barrier may not be lo- cated in a way that allows any permanent structure, equip- ment, or window that opens to provide access from the home to the swimming pool. R4101.18 Ladders and steps. All pools whether public or pri- vate shall be provided with a ladder or steps in the shallow end where water depth exceeds 24 inches (610 mm). In private pools where water depth exceeds 5 feet (1524 mm), there shall FLORIDA BUILDING CODE - RESIDENTIAL be ladders, stairs or underwater benches/swimouts in the deep end. Where manufactured diving equipment is to be used, benches or swimouts shall be recessed or located in a comer. Exception: In private pools having more than one shallow end, only one set of steps are required. A bench, swim-out or ladder may be used at all additional shallow ends in lieu of an additional set of steps. R4101.19 Final inspection. All swimming pool installations must be completed. The pool shall be completely filled with water and in operation before final inspection. R4101.20 Filters. The entire design of matched components shall have sufficient capacity to provide a complete turnover of pool water in 12 hours or less. R4101.20.1 Sand filters. R4101.20.1.1 Approved types. Rapid sand filters (flow up to 5 gpm per square foot) shall be constructed in ac- cordance with approved standards. Where high rate sand filters (flow in excess of 5 gpm per square foot) are used, they shall be of an approved type. The circulation system and backwash piping shall be adequate for proper back- washing of said filter and shall provide backwash flow rates of at least 12 gpm per square foot or rapid sand fil- ters or 15 gpm per square foot or high rate sand filters. R4101.20.1.2 Instructions. Every filter system shall be provided with written operating instructions. R4101.20.1.3 Filter system equipment. On pressure type filters, a means shall be provided to permit the re- lease of internal pressure. A filter incorporating an auto- matic internal air release as its principal means of air release shall have lids which provide a slow and safe re- lease of pressure as part of its design. A separation tank used in conjunction with a filter tank shall have as part of its design a manual means of air release or a lid which provides a slow and safe release of pressure as it is opened. R4101.20.2 Diatomite type filters. R4101.20.2.1 Design. Diatomite-type filters shall be de- signed for operation under either pressure or vacuum. The design capacity for both pressure and vacuum filters shall not exceed 2 gpm per square foot of effective filter area, R4101.20.2.2 Filter aid. Provision shall be made to in- troduce filter aid into the filter in such a way as to evenly precoat the filter septum. R4101.21 Pool fittings. R4101.21.1 Approved type. Pool fittings shall be of an ap- proved type and design as to be appropriate for the specific application. R4101.21.2 Skimmers. Approved surface skimmers are re- quired and shall be installed in strict accordance with the manufacturer's installation instructions. Skimmers shall be installed on the basis of one per 800 square feet (74 m2) of surface area or fraction thereof, and shall be designed for a flow rate of at least 25 gallons per minute (gpm) (1.6 Us) per skimmer. FLORIDA BUILDING CODE - RESIDENTIAL SWIMMING POOLS R4101.21.3 Main outlet. An approved main outlet, when provided, shall be located on a wall or floor at or near the deepest point in the pool for emptying or circulation, or both, of the water in the pool. R4101.21.4 Hydrostatic relief device. In areas of antici- pated water table an approved hydrostatic relief device shall be installed. Exception: Plastic liner pools (where there is no struc- tural bottom to the pool). R4101.21.5 Inlet fittings. Approved manufactured inlet fit- tings for the return of recirculated pool water shall be pro- vided on the basis of at least one per 300 square feet (28 m2) of surface area. Such inlet fittings shall be designed and con- structed to insure an adequate seal to the pool structure and shall incorporate a convenient means of sealing for pressure testing of the pool circulation piping. Where more than one inlet is required, the shortest distance between any two re- quired inlets shall be at least 10 feet (3048 mm), R4101.22 Equipment foundations and enclosures. All pool motors and equipment shall be installed in compliance with the manufacturers recommendations. All heating and electrical equipment, unless approved for outdoor installation, shall be adequately protected against the weather or installed within a building, R4101.23 Accessibility and clearances. Equipment shall be so installed as to provide ready accessibility for cleaning, oper- ating, maintenance and servicing. SECTIONS E4102 through E4109 Reserved. 41.7 CITY OF ZEPlIYRHILLS BUILDINGDEPARTHENT OWNER ~e- S C) \\\O\\-D ('\ JOB LOCATION (C'\~f)~ \~ t'r\ '6 T 1~~ \t(""~ \ \~ pi?> 3S-CQ. PARCEL I. D. . ffC)'d- - ~-~ \ - 0\ oCj- 00 OOC) -0) \ C\ () . SIION ALL EXISTING &: PROPOSED STRUCTURES GIVING DIHENSIONS &: SETBACKS. ... LU.~~ ~ '-L CJ 1t~~ I ~ HS~ ~uo \- \~1/ r (L.cJO jDr /!ou s'G UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. FRONT PROPERTY LINE (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS 'FOR Ri, R2 ZONING- 60' 2. SETBACKS FOR R3 ZONING 60' 10' P E R X 0 I 10' P S. 10' 0. T S I E N D G ." - \ 10' . ~_.& ". - " '", 10' EXISTING . 10' . , " PROPOSED 20'SGL FAM 30 ' DUPLEX 1 0' 1 0' '20' FRONT PROPERTY LINE FRONT PROPERTY LINE CITY OF ZEPHYRHILLS 5335 - 8TH STREET (813)780-0020 RESIDENTIAL SWIMMING POOL 7877 Permit Number: Permit Type: Class of Work: Proposed Use: Square Feet: Est. Value: Improv. Cost: Date Issued: Total Fees: Amount Paid: Date Paid: Work Desc: 7877 SWIMMING POOL RES, POOUNEW SINGLE FAMILY RESIDENTIAL Address: 615317 H ST ZEPHYRHILLS, FL. Township: Range: Book: Lot(s): Block: Section: Subdivision: CITY OF ZEPHYRHILLS Parcel Number: 02-26-21-0180-00000-0190 2,800,00 137.50 BUILDING EE PLUMBING FEE FENCE (j) N 6 e.., n ~ . ^"""'+ .riUJfi, "9:r. i9 ~~ ~'VV""" V P OL S EEL POOL DECK & FOOTER POOL ELECTRIC BOND POOL PLUMBING/PRESSURE_ FINAL REINSPECTlON FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c) when extra inspection trips are necessary due to anyone of the following reasons: a) wrong address b) condemned work resulting from faulty construction c) repairs or corrections not made when inspections called d) work not ready for inspection when called e) permit not posted on job site f) plans not at job site g) work not accessible. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management, state agencies or federal agencies. The payment of inspection fees shall be made before any further permits will be issued to the person owning same "Warning to owner: Your failure to record a notice of commencement may result in your paying twice for improvements to your property. If you intend to obtain financing, consult with your lender or an attorney before recording your notice of commencement." ~ CONTRACTOR PERMIT OFFI PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER ~008-May-16 1~:16 PM PROGRESS ENERGY 81371~0824 1/1 a Progress Energy May 16,2008 Morton Residence 6153 1 ih Street Zephyrhills, Florida 33542 Fax: 813-782-4415 SUBJECT: PROPOSED SWIMMING POOL CONSTRUCTION AT: 6153 17th Street, Zephyrhills, Florida Dear Valued Customer: Thank you for notifying us of your proposed swimming pool construction at the above location. We have checked our facilities for this location and there does not aooear to be any conflict with the location of the pool. Therefore, we have no obiection to the proposed construction. Prior to digglna please call Sunshine One at 1-800-432-4770. Florida law reaulres excavators to call this number so that underground utility eauipment can be located before excavation to avoid personallnlurv and damage to eauipment. If you have any questions or require any additional information, please call our office at 727-372-5154. Sincerely, PROGRESS ENERGY FLORIDA, INC. \)~ Doug Kirk Distribution Engineering DKlatn SOUTH COAST DIVISION ENGINEERING. 4121 St. Lawrence Drive. New Port Richey. Florida 34653 Telephone (727) 372-5159 Fax. (727) 372-5117 PROGRESS ENERGY 05-16-2008 12:58 MORTON PAGE1 " CITY OF ZEPJlYRHILLS BUILDING. DEPARTHENT OWNER ~e.-S () ffiO\\-D {'\ JOB LOCATION (C'\~f)~ \.Y\ t'r\ '6 T 1€f\\ \t(""~ \ \~ {I '33S-C[d_ PARCEL I .D.' #(')d--::lLIj-~ \ - O\'QtJ- ()f) nCl() -0) \ C\() SIION ALL 'EXISTING &: PROPOSED STRUCTURES GIVING DIHENSIONS & SETBACKS. ... .,LU~~ ~ '-L CJ 1'\ CAAf;> l ':::7 ('""0('1\ ~r jDr /!ou s~ UTILITY BUILDINGS MUST SHOW SIZE & FOUNDATION INFOR- MATION. (NOTE EXAMPLES 1 & 2) STREET 1. SETBACKS FOR Ri, R2 ZONING- 60' 10' p E R X 0 I 10' P S, 10' 0. T S I E N D G '20 ' FRONT PROPERTY LINE FRONT PROPERTY LINE 2. SETBACKS FOR R3 ZONING 60' \ :~.& 10' " - 1 0' , .' "'" 10' - EXISTING 10' "J;. ... "", 1 0' PROPOSED 20'SGL FAM 30 ' DUPLEX FRONT PROPERTY LINE