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HomeMy WebLinkAbout21-3060City of ZephyrhilIT 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 1 REIRISPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four © the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there maybe additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. T I a — ... I -�� 11 . I «z<x&&.k . �A I Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in ard ccoance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. � \IfRACTOR �IGNATURE PEfAIT OFFICEt) EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION 013-780-0020 City of Zephyrhills Permit Application Fax-813-780m0021 Building Department ContactPhone . vrrt fir; <�rrr w rw rk wr � � Mraw:w it .tir. =rrai.rw,rr. f r REPAIRWORK PROPOSED NEW CONSTR 0 ADD/ALT E= SIGN DEMOLISH PROPOSED USE �SFR COMM OTHER TYPE OF CONSTRUCTION BLOCK E:] FRAME STEEL DESCRIPTION M 'K=-INw nj S r.. } eCA AQ E0 BUILDING SIZE SO FOOTAGE HEIGHT 0 11 i i, 1, MbUILOINGCONSTRUCTIONVALUATION OF TOTAL 1� WSW AA R w «. � W14MMMA it I MIMI, 1 1:1 License- MECHANICAL COMPANY Y SIGNATURE REGISTERED / N FEE cuRRE� Address License OTHER COMPANY SIGNATURE REGISTERED Y / N FEE CURREN Y / N Address License # 1 1 i I i11 1 �1 1 1 1 1t 1 1 11 1 �`It1 1t1 1 1 -t� i t 11 tl lt 1 1 �1,1 t t 1! M i 1 111 �� i 1 M1 1 i 1 ill l 1 t RESIDENTIAL Attach (2) Plot Plans; (2) sets of Building Plans; (1) set of Energy Forms; R-O-W,Permit for now construction, Minimum ten (10) working days after subrilttat dite. Required onsite Construction Plans, Stormweter Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Page; (1) set of Energy Forrns. R-O-W Permit for new construction. Minimum t (10) working days after submittal date, Required onsite, C:onstructiort Plans, wator p ps,w%]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. Directions: - Fill out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (AIC upgrades over $7500) °* 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 (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways -Not over Counter if on public nroadways..needs,RC " r 2` Residential Pools '"Lefter from your local power company "'All set -backs shall be met"*" E42031 Receptacle outlets. Receptacles outlets shall be installed and located in accordance with Sections E4203,1,1 through E4203,1,5. Distances shall be measured as the shortest path that an appliance supply cord connected to the receptacle would follow without penetrating a floor, wall, ceiling, dooratay with hinged or sliding door, window opening, or other effective permanent barrier- [680.22(A)(5)] E4203.1,2Where required. At least one 125-volt, 15- or 20-ampere receptacle supplied by a general-purpose branch circuit shall be located a minimum of 6 feet (1829 arm) from and not more than 20 feet (6096 mm) from the inside wall of pools and outdoor, spas and hot tubs, This receptacle shall be located riot more than 6 feet, 6 inches (1981 mm) above the floor, platform or grade level serving the pool, spa or hot tub, [6M22(A)(1)] R4501 sty t tial swimming barrier requirement. Residential swimming pools shall comply with Sections R4501,17.1 through 1 4501-17.3. Exception: A swimming pool with an approved safety pool cover complying with ASTIVI F 1346, R4501.17.1 Outdoor swimming pools. Outdoor swimniing pools shall be provided with a barrier coniplying with R4501,17. 1, 1 through 1 4501,17A 14, R4501A7A.1 The top of the barrier shall be at least 48 inches (1219 rrini) above grade ineasured on the side of the barrier which faces away froin the switriming pool, 'Fhe maximum vetlical clearance between gTade and the bottorn of the barrier shall be 2 inches (51 rnni) measured cart the side ofthe barri ier which faces away From the swinuning pool. Where the top of the pool structure is above grade the barrier unay be at ground level or mounted on top of the pool structure, Where the barrier is mounted on top of the pool structure., the maximurn vertical clearance between the top of the pool structure and the bottom of the barrier shall be 4 inches ( 102 lill'u), R4501 17.1.2 The barrier may not have any gaps, openings, hidentations, protrusioris, or structural components that could allow a young child to crawl Under, squeeze through, or climb over the barrier as herein described below, One, end of removable child barrier shall not be rerriovalble will the aid of tools, Opeiiings in any barrier shall not allow passage of a 4-inch-diameter (102 mm) sphere. R4501.17.1 3 Solid baffiers which do not have openings shall riot contain indentations or protrusions except fior non-fial construction tolerances and tooled masonry joints, R4501.17.1.4 Where the barrier is composed of horizontal and vertical rriernbers and the distance betwee.'ri the tops of the horizontal rearers is less than 45 inclies (1143 rnni), the horizontal mernbers shall be located on the swirriming pool side of the fence, Spacing belween verfical rneiribers shall not exceed I z/, ifiches (44 rrim) in width, Where there are decorative curouts within vertical mernbers, spacing within the cutouts shall not exceed I /, inches (44 miter) in width, R4501.17.1,5 Where the barrier is counposed of horizontal and vertical nriernbers and the distance between the tops of the horizontal members is 45 inches (1143 ryini) or rnore, spacing between vertical members shall not exceed 4 inclies (102 rrini), Where there are decorative cutouts within vertical inembers, spacing within the cutours shall not exceed 1,/', inches (44 mm) in width, 114501.17.1,6 Maxiinum niesh size for chain link fences shall be a 21/l.-inch square (57 agar) unless the fience is provided with slats Fastened at the top or bottom which reduce the openings to no more than I inches (44 mm). R4501 . 17.1.7 Where the barrier is coniposed of diagonal mernbers, the maxii-riurn openIng f'orryied by the diagonal rriembers shall be no rnore then I !, inches (44 rnrn), R4501,1TI.8 Access gates, when provided, shall be self -closing and sliall coniply with the requirements of Sections R4501,17,1,1 thrOLIgh R4501.17,1.7 and shall be equipped with a self -latching locking device located on the pool side ofthe gate. Where the device release is located no less than 54 inclies (137.) nirn) from thie bottom of the gate, the device release ryiechanism rriav be located on either side of the gate and so placed that it cannot be reached by as young child over the top or through any opening or gap firorn the outside, Gates that provide access to the swiryin-ring pool must open outward away from the. pool. The gates and batTier shall have no opening greater than /, inch (12.7 mares) within 18 inches (457 rrim) of the release inechanism, R4501,17�1.9 Where a wall of as dwelling serves as part of the bat Ter, one of the following shall apply: I. Al I 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 minimun, sound pressure rating of 85 dBA at 10 fieet (3048 nini). Any deactivation switch shall be located at least 54 Hiches (1 172 rrim) above the threshold of the access. Separate alan'ris are not required for each door or window if sensors wired to a central alarm sound when contact is broken at tiny opening, Exceptions: I , a,Screcaned or protected windows having as bortom sill height of 48 inches (1219 rrim) or niore measured frorn the interior finished floor at the pool access level, I bVindows facing the pool on floor above the first story, 3, c.Screened or protected pass -through kitchen windows 42 inches (1067 nun) or higher with as coumter beneath, 2, 2,AII doors providing direct access fToni the hoine to, the pool must be equipped with a self - closing,, self -latching device with positive inechanical latching/locking installed a mininium of 54 inches (1372 nirn) above the threshold, which is approved by the authority having jUl'isdiction, 3, 3A swinirning pool alarm that, when placed in a pool. sounds an alann upon detection of an accidental or unauthorized entrance into the water, Such pool alarni niust meel and be independently certified to As,rm Standard 1,2208, titled "Staridard Safety Specification for Residential Pool Alarms," which includes surface motion, pressure, sonar, laser, a-nd infrared alanns. For purposes of this paragraph, the terni "s'Wirriflling pool alarn-i" does not include any swityrt-ning protection alarril, device designed for individual use, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes submerged in water, R4501A7.1.10 Where ail abovegrOLInd pool structure is Used as a barrier or where tire barrier is mounted on top of the pool structure, and the ineans of access is as ladder or steps, the ladder or steps either shall be capable of being secured, locked or removed to prevent access, or the ladder or steps shall be suiTounded bN,- a barrier which meets the requirements of Sections R4501,17,1,1 through R4501AT 1,9 and Sections R4501,17,1,12 through R4501,17,1,14, When the ladder or steps are secured, locked or removed, any opening created shall riot allow the passage of a 4-inch-ditarneter (102 min) sphere, R4501.17A A I Standard screen enclosures which meet the requirements of'Saction R4501,17 t-Tray be utilized as part of or all of the "barrier" and shall be considered a "nondwel ling" wall. Removable child barriers shall have one end of the barrier nonrernovable without the aid of tools, R4501 , 17.1.12 The barrier must be placed around the perimeter of the pool and Must be separate from any fience, wall, or other enclosure surrOUriding the yard unless the fence, wall, or other enclosure or portion thereof is situated on the perimeter ofthe pool, is being used as pail of the barrier, and rneets the barrier requirements ofthis section. R4501 . 17.1.13 Renrovable child barriers rntist be placed sufficiently away from the water's edge to prevent as VIOUng child or medically trail elderly person who may inanage to penetrate the barrier Boni immediately falling into tti(-,, water. Sufficw iently assay from the water's edge shall mno eall less I than 20 inches (508 min) frorn tire barrier to the waters edge. Dwelling or nondwelling walls including screen enclosures, when used as part or all of the -barrief' and meeting the other barrier requirements, may be as close to the water's edge as pennitted by this code, R4501 . 17.1.14 A wall of a dwelling may serve as pail of tire barrier if it does not contain any door or windoxv that opens to provide direct access firoin the home to the switunring pool, R4501.17.1.15 A mesh safety barrier meeting the requirements of Section I C? ,`17, and the following minimurn requirements shall be considered as barrier as defined in this section: 1. 1.1ndividual cornponent 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 barrier shall extend as minimum of 3 inches (76 mm) below deck level and shall be spaced no greater than 36 inches (914 rains) apart, 22,The mesh utilized in the barrier shall have a rninimum tensile strength according to ASTM D5034 of 100 pounds per foot, and as minimum ball beast strength according to A D3787 of '150 pounds per foot, The mesh shall not be capable of deformation such that a /,-inch (6A 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 G53 (Weatherability, 1,200 hours)- 3, 3,When using a molding strip to attach the mesh to the verlical posts, this strip shall contain, at a minimum, #8 by,/, -inch (12.7 mm) screws with a minimum of two screws at the top and Wo at the bottom with the remaining screws spaced a maximum of 6 inches (152 mm) apart on center. 44,Patio deck sleeves (vertical post receptacles) placed inside the patio surface shall be of a nonconductive material. 5� 5.A latching device shall aftach each barrier section at a height no lower. than 45 inches (11 613 mm) above grade. Common latching devices that include, 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), 7. R4501.18 Ladders and steps. 8, All pools whether public or private shall be provided with a ladder or steps in the shallow end where water depth exceeds 24 inches (610 ream), In private pools where water depth exceeds 5 feet (1524 mm), there shall be ladders, stairs or underwater benches/swirnouts in the deep end. her manufactured diving equipment is to be used, benches or swimouts shall be recessed or located in a corner. 9, 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, DUKE ENERGY. WR#42335125 HOMETOWN POOLS & PAVERS, LLC hometownpoolsandpavers@gmail.com Subject: 36130 SHADY BLUFF LOOP ZEPHYRHILLS FL 33541 Dear Jamie Mills: Thank you for contacting Duke Energy Florida, LLC for a letter of no conflict regarding your pool construction. NO CONFLICT: Duke Energy Florida, LLC has reviewed our existing facilities at the above referenced address and has found no apparent conflict at the proposed pool location. According to the drawing(s) you have provided Duke Energy Florida, LLC has no objection to the proposed construction. Note: Florida law requires excavators to dial Sunshine State One Call of Florida at 811 to locate existing underground utilities prior to digging to avoid personal injury and damage to equipment. N= Ryan Flaherty 'Project Dmka' !;'nen'v o' r i �N I 1 0 -11 AIR� ! I I I 1110 �, OT g &♦ a) Name end addrtm:.�� V7 40[us►� of tttl old�� b) Name and address (if other C) InWeALIn Property 4.Contractor Wormadon a) Name and addrm: HC#V+W SSS% (0 LaVe A�, b) Tclqftne No-* Iso :ID NO.(QPt) 5.surdy latbralition a) Natea -d addi= b)Amuttof)�ond. r,) Telohoup. No.; F No. (Opt) 6.1=der a) Nme ad address: • Phone No. ux- it n whom notim or odw d—taft VIRY be served 9ME "IMITiffil rm-17� AMON The foregoing instrument Was acknowledged lLpfm me this Cf;al -,j 202-%, by of thority, eg. M ifact) for on f of whom UMUUMS n was OX—Ocuted). .. �p- Produced IdentificatiOn Notuy S' Type ofldenfi . ficalionProduced W&W (prist) Wrift'"i Under penalties 4DfpmjwY. I declare that I hm read t" ftegoing and that the fmz and belief, FOMAMOO.WSMU7 LIIO� N, PubI FZ Ste* 0' "9M %Y ® len, Danle'$ My C _% _ HH 01 Eza .07, M024 EM 76 E > 0 0 00 77 'COT LO 0 U- (D > 0 W m 30 9 a } .� R VAI E,1 E IF .r�..4... a i •' f UNDERWATER SEAT (OPTIONAL SWIt4oUT OR LADDER) FOR ALL DEPTHS a 5 FT. NOT DESIGNED FCC€, DIVING DI OPTIONAL HANDRAIL. LUMINAiRE 0 LTV i 9 � STEPS IN SHALLOW END MIN. BELOW WATER = 16 IN. (OPTIONAL LARDER} NO LIMITATION TO SHAPE GENERAL POOL t j WATERLINE (DEEP END) 1- 1 7 I i i I I 3 MAX PAVERS OR DECK f IRK SKIMMER (REQUIRED IF SPA �FILTRATION S INDEPENDENT SYSTEM) + INLETS o- as^ Msn. sPaLa.DVER SUCTION MEETS TANKER PROOF (SEE NOTES) _-+ INLETS i FROM TO FILTER PUMP PLUMBING SPA PLAN N.T.S. WATERLINE (SHALLOW END) I i i Z 6" R MAX M � i �1 1 i Yn � 7 _ 6' MIN. . , all FOOTER (OPTONAL) ' BOND BEAM WITH (2) #3 BARS 81, "7" BAR (OPTIONAL) WALL #FLOOR: MIN. THICKNESS = 6" .i. PSI CONCRETE #3 BARS ON r # # # # # # i• • # r5yl_MW� WA POOL/Srr-%A DECK, BOND BEAM, ..#ALL cost FLOOR FROM FILTER PUMP • DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/APSP/ICC3; ANSI/APSP/ICC4; ANSI/APSP/1CC.5, ANSI/APSP/ICC6, AND ANSI/APSP/ICC 7. • THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS INCLUDING TOTAL DYNAMIC HEAD FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. • PIPING SHALL BE SCH. 40 PVC NSF-PW. • SLIDES, WHERE INSTALLED, SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S SPECIFICATION. • ALL POOLS SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE WATER DEPTH EXCEEDS 24IN. WHERE WATER DEPTH EXCEEDS 5 FT, THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/SWIMOUTS IN THE DEEP END. • CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH ANSI/NSF 50 & ANSI/APSP-7. • PROVIDE A COMPLETE TURNOVER OF POOL WATER IN 12 HOURS OR LESS. • FILTER SHALL HAVE AN AIR RELEASE. • PUMPS 5 HP AND LESS SHALL MEET ANSI/UL 1081. • PERFORMANCE OF ALL PUMP(S) SHALL MEET OR EXCEED THE CONDITIONS OF FLOW REQUIRED AGAINST THE TOTAL DYNAMIC HEAD DEVELOPED BY THE COMPLETE SYSTEM. • PRESSURE FILTER SYSEMS WITH A CLEANABLE STRAINER OR SCREEN SHALL BE PROVIDED BETWEEN THE POOOL AND CIRUCULATION PUMP(S) TO REMOVE SOLIDS, DEBRIS, HAIR, AND LINT. • APPROVED SURFACE SKIMMERS ARE REQUIRED 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 OF SURFACE OR FRACTION THEREOF, AND SHALL BE DESIGNED FOR A FLOW RATE OF AT LEAST 25 GPM PER SKIMMER. • APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 FT' OF SURFACE AREA. WHERE MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FT. • HEATER SHALL MEET ANSI-Z21.56 OR UL 1261 OR UL 559. • CIRCULATION SYSTEMS SHALL COMPLY WITH THE LATEST PUBLISHED EDITIONS OF ANSI/NSF 50 AND THE ANSI/ASPS-7. • ALL POOL PIPING SHALL BE TESTED AND PROVED TIGHT TO THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC WATER OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 MINUTES. • POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT EXCEED 10 FPS FOR PRESSURE PIPING AND 8 FPS FOR SUCTION PIPING, MAIN SUCTION OUTLET VELOCITY MUST COMPLY WITH ANSI/ASPS/ICC 7. • RESIDENTIAL SWIMMING BARRIER REQUIREMENTS SHALL COMPLY WITH R4501.17. • WASTE WATER DISPOSAL REQUIREMENTS SHALL COMPLY WITH R4501.10. • SUBMERGED OUTLET(S) OTHER THAN SKIMMERS, WHEN USED, SHALL BE SIZED AND INSTALLED IN ACCORDANCE WITH THE LATEST PUBLISHED EDITIONS OF ANSI/APSP/ICC-7 AND ANSI/APSP-16. • SUBMERGED SUCTION OUTLET FITTING ASSEMBLY(IES) INCLUDING COVER/GRATE AND ASSOCIATED FITTINGS, FASTNERS AND COMPONENTS SHALL BE TESTED AND CERTIFIED BY A THIRD -PARTY TEST LAB ACCREDITED BY THE INTERNATIONAL LABORATORY ACCREDITATION COOPERATION (]LAC) TO TEST AND CERTIFY PRODUCTS AS CONFORMING TO ANSI/APSP-16. • DUAL OR MULTIPLE SUCTION OUTLETS PIPED IN A SINGLE SUCTION SYSTEM THROUGH A COMMON SUCTION LINE TO A PUMP(S) SHALL NOT BE CABLE OF BEING ISOLATED BY VALVES. • DUAL SUCTION OUTLETS SHALL BE SEPERATED BY A MINIMUM OF 3 FT MEASURED FROM CENTER TO CENTER OF THE SUCTION OUTLET COVER/GRATE OR LOCATED ON TWO (2) DIFFERENT PLANES. SUCTION OUTLETS SHALL NOT BE INSTALLED IN SEATING AREAS. • SUCTION OUTLET FITTING FASTENERS SHAI 1, BE NOT BE REMOVABLE WITHOUT THE USE OF A TOOL. TAMPERPROOFINLET SUCTION OUTELTS 11 REWCEMPM L*dil wAi>k "0•:9i La•�.��s>if.I: ALL -OD, 'W 1 • THE MAX, WATER DEPTH SHALL BE 4 Fr. • MAX. SEAT DEPTH SHALL BE 28 IN, • MAY. FLOOR SLOPE (1.12). • STEPS, SEATS, LADDERS, OR RECESSED TREADS SHALL BE PROVIDED FOR DEPTH GREATER THAN 24". • STEPS SHALL HAVE TREADS MIN- HORIZONTAL DEPTH OF 10 IN AND UNOBSTRUCTED WALKING SURFACE OF 240 IN'; RISERS SHALL HAVE AMAX- UNIFORM HEIGHT OF 12 IN; BOTTOM RISER HEIGHT IS ALLOWED TO VARY. • OPTIONAL HANDRAIL SHALL BE INSTALLED SO THEY CANNOT BE REMOVED WITHOUT TOOLS- + OPTIONAL SEATS OR BENCHES ARE NOT PROHIBITED FROM BEING PART Of THE STEPS- • THE SYSTEM SHALL BE DESIGNED TO TURN OVER THE ENTIRE WATER CAPACITY AT A MIN. OF ONCE EVERY HOUR. • MAX- TEMPERATURE OF 104 DEGREES =F_ • CIRCULATION SYSTEM PIPING SHALL BE SUBJECT TO AN INDUCED STATIC HYDRAULIC PRESSURE TEST AT 25 PSI FOR 30 MINUTES OR AT THE TEST CONDITION SPECIFIED BY THE AUTHORITY HAVING JURISDICTION. # • ELECTRICAL EQUIPMENT WIRING AND INSTALLATION, INCLUDING THE BONDING AND GROUNDING OF POOL COMPONENTS SHALL COMPLY WITH CHAPTER 27 OF THE FLORIDA BUILDING CODE — BUILDING & NEC 2017, • A RECEPTACLE IS REQUIRED NOT LESS THAN 6 FT AND NOT MORE THAN 20 FT FROM POOL WALL • ALL RECEPTACLES WITHIN 20 FT OF POOL WALL SHALL HAVE GFCI PROTECTION- - OVERHEAD POWER OR RECEPTACLE ABOVE POOL OR W THIN 5 FT FROM POOL WALL MUST BE INSTALLED AT LEAST 12 FT ABOVE WATER LEVEL_ • UNDERWATER LUMINAIRES MOUNTED IN WALLS SHALL BE INSTALLED WITH THE TOP OF THE LUMINAIRE LENS NOT LESS THAN IS IN BELOW THE NORMAL WATER LEVEL OF THE POOL. IT 'S BEEN CERTIFIED #iT THESE DESIGN FLORIDA BUILDING CODE 7TH EDITION (2020) r ANSI/APSPIICC 7. Haven Engineering LLC 4704 W. Price Ave., Tampa, FL 33611 havenengineeringllc@gmail.com 813.943.6950 35386 Lake Ray Dr. Dade City, FL 33525 a.T I Mrs- M. '` TO PUMP ZF SUCTION OiEAI''.tER Jay, Tw may, t 05 5 �Ty PLUMBING PO m.. .'�� T O ■ ■ ■ �� p' o,�,IahaSc 3' a kd CPl" iQA AO000,10 .9 so M7, a a I MIN � ew O