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HomeMy WebLinkAbout22-3936City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 BGR-003936-2022 Issue Date: 05/17/2022 REINSPECTION 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 times 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 may be 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. M I ff T 71 Mr—M-Tro r T My 9 W. MMIEMff-MTnn- M= I 1 6 1 11 1 a a * 6 accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNATURE PEfAIT OFFICE[) PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION a N-43 ji ILIA A 9 Wawa 1 :4 i .i •. aii . i : Building Department i i NEW CONSTR ADD/ INSTALL REPAIR SFR Comm BLOCK FRAME DEMOLISHSIGN HEIGHT VALUATION OF TOTAL CONSTRUCTION -1 AMP SERVICE PROGRESS ENERGY ,, :7 t �'d `. i ROOFING FINISHED FLOOR ELEVATIONS•O• ZONE AREA =YES NO 10 2 err i s. y ♦ x f .i %ate JIL. r r . u r1r, rii / S irZ i �r��r ' .- i t t. • • y •< r • IMMUNE" . x� `* S• '.KIRA Directions: Fill out application c• • Owner & Contractor sign back of application, notarized If over r a Notice of Commencement is required. tr Agent (for the contractor) or Power of Attorney (for the owner) would be someone with notarized letter from owner authorizing same OVER •UNTER PERMITTING (copy of •required) Reroofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Driveways-Not'over Counter if on public roadways..needs ROW Residential Pools '""Letter from your local power company"A** '**'*All set -backs shall be met***** E4203.1 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 shorlest path that an appliance supply cord connected to the receptacle would follow without penetrating a floor, wall, ceiling, doorway 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-arnpere receptacle supplied by a general-purpose branch circuit shall be located a mirrimurn of 6 feet (1829 mm) from and not more than 20 feet (6096 mm) from the inside wall of pools and outdoor spas and of tubs, This receptacle shall be located not more than 6 feet, 6 inches (1981 mm) above the floor, platform or grade level serving the pool, spa or hot tub. [680-22(A)(1)] R4501 .1 Mesidential swimming barrier requirement, Residential swimming pools shall comply with Sections R4501,17.1 through R4501,17,3, Exception: A swirnming pool with an approved safety pool cover complying with ASTM F 1346, R4501.17.1 Outdoor swimming pools. Outdoor swinurfing pools shall be provided with a liar-rier complying with R4501,17, 1, 1 through R4501,17,1.14, R4501.17.1A The top of the baffiel- deal I lac at least 48 inches ( 1219 sears) above grade fireasured on the side of the barrier which faces away from the swi-mming pool, The maxiniurn ve.aical clearance between grade and the bottorn of the barTier shall be 2 inches (51 ninny rneasured oil the side of the barrier which faces away from the swinryning pool, Where the top of the pool structure is above grade the barrier nray be at ground level or mounted on top of the pool structure. Where the barrier is mounted on top oftbe pool strUcture, the niaximurn vertical clearance between the top of the pool structure and the bottorn of the barTier shall be 4 inches (102 setae), R4501,17,1,2 The barrier may, not have any, gaps, openings, indentations, protrusionS, 01' structural cornponents that could allow a young child to crwfl under, squeeze thrOUgh, or climb over, the barrier as herein described below, One end ofa rernovable child barrier shall not be removable o,ithout the aid of tools, Openings in arty barrier, shall tiol allow passage of a 4-incb-diarneter (102 min) sphere, R4501,17,1.3 Solid barriers which do riot have openings shall not contain it or protrusions except for nor nial construction tolerances and tooled inasonry joints, R4501 1 7.1.4 Where the barrier is coinposed of horizontal and vertical trien-ibers and the distance between tile tops ofthe horizontal members is less than 45 inches (1143 min), the horizontal mernbers shall be located on the switriming pool side of the fence, Spacing between ven-fical members shall not exceed I,,, inches (44 rnrn) in Nvidth, Where there are decorative CLItOUtS within vertical men'ibers, spacing within the cutouts shall not exceed I /, inclies (44 inni) in width, R4501 171.5 Where the barrier is composed of horizontal and venical mernbers and the distance between the to of the horizontal inembers is 45 inches (1143 nim) or inore, spacing between vertical members shall not exceed 4 inches (102 nim), Where there are decorative cutouts within vertical trienibers, spacing within the cutouts shall not exceed l 1, inclies (44 nAITI) in width, R4501JT,1a6 Maximum mesh size for chain link fences shall be as 21,­iirch square (57 ri-mi) unless the fence is provided with slats fastened at the top or bottom which reduce the openings to no more than 1,1/1 inches (44 rinn), R4501E171J Where the barrier is composed of diagonal members, the rriaxinium opening fornied by the diagonal nierribers shall be no nrore than J,/, inches (44 mal), R4501 , 17.1,8 Access gates., when provide d. shall be self -closing and shall comply with the requirements ot Sections R4,501 . 17, Ll through R4501,17,1,7 and shall be equipped with as self -latching locking device located on the pool side of the gate, Where the device release is located no less than 54 inches (1372 serer) from the bottonn of the gate, the device release niechanism may be located oil either side of the gate and soo placed that it cannot be reached by as young child over the top or through any opening or, gap trorn the outside, Gates that provide access to the swimuning pool must open outward away from the pool, The. gates and barrier shall have no opening greater than 11", iticti (12.7 raise) \vithiri 18 inches (457 rrini) of the release mcchanism, R4501,1T1 9 Where as wall of a dwelling serves as part of the barrier, one of the following shall apply-, I 1,A11 doors and windows providing direct access from tire home to the pool shall be equipped with an exit alan-n complying with UL, 2017 that has as mininium sound pressure rating of 85 dB A at 10 fleet (3048 nim), Any deactivation switch shall be located at least 54 inches (1372 nun) above the threshold of the access, Separate alarnis are riot required for each door or window il'seirsors xvired to a central alarm sound when contact is broken at any opening. Exceptions: I , a,Screened or protected windows having as bottorn sill height of" 48 inches (1219 niln) or rri ore: ineaSLIred from the intexior finished floor at the pool access level, I 1),Windows facing the pool on floor above the first story, I c Screened or protected pass -through kitchen Nvindows 42 inches (1067 nirri) or higher with as counter beneath, 2, 2 All doors providing direct access frorn the home to the pool must be equipped with a self - closing, self -latching device Nvith frositive rnechanical latching/locking installed as 111inimunr of 54 inches ( 1372 min) above the threshold., which is approved by the authority having j urisdiction. 3 3.A swirruning pool alarni that, when placed in a pool, sounds an alarm upon detection of an accidental or unauthorized entrance into the vvatcr, Such pool Mann must meet and be independently certified to ASTM Standard F2208, fifled "Standard Safely Specification for, Residential Plool Alanns," which includes surface motion, . pressure, sonar, laser, and infrared alart-ris, For purposes of this paragraph, the tenn -sovimming pool Mann" does not include any swirruning protection alarm device designed for individual use,, such as an alarm attached to a child that sounds when the child exceeds a certain distance or becomes subinerged in water, R4501 17.1 AO Where an aboveground pool structure is vised as a barrier or where the baiTier Is niounted oil top ofthe pool structure, and the means of access is a 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 sun-ounded by a barrier which meets the requirements of Sections 1 4501.17, Ll through R4501,17,1,9 and Sections R4501,1 7.1,12 throug-h R4501,1 T1,14, When the ladder or steps arc secured, locked or renroved, any opening created shall not allow the passage of a 4- inch -diarneter ( 102 mrri) sphere, R4501 A 7AA 1 Standard screen enclosures which nreet the requirements ot'Sect ion R4501,1 7 may, be utilized as pad of or all of the "barrier" and shall be considered as `first ndwel ling" wall. Removable child barriers shall have orie end cif the barrier nonrernovable without the aid of tools, R4501,17.1,12 The barrier inust be placed around the perimeter of the pool and must be separate froin any fence, wall, or other encloRire surrounding the yard unless the fence, wall, or other enclosure or portion thereof is SitUated on the perimeter of the pool, is being used as pail ofthe ban-rer, and nine is the barrier requirements ofthis section, R4501,,17,1,13 Removable child baffiers must be 1placed sufficiently away fi-oni tile, water's edge to prevent as YOUrig Child or medically frail, elderly person who may rrianage to penetrate the baiTier from inirriediately falling into the water, Sufficiently away fton-i the water's edge shall mean no less than 20 inches (508 mm) frorn tbe, barder to the water's edge, Dwelling or noridwelling walls including screen enclosures, when used as part or all of the "barrier" and ineeting the other barrier reqUirements, rnay be as close to the water"s edge as pennitted by this code, R4501 � 1 TIA 4 A wall ol"a dwellirig may serve as parl of the barrier ifit does not coritain any door or ,vindow that opens to provide direct access froyn the home to the swimming pool R4501.1 7 1. 15 A mesh safety barrier meeting the requirements of Section R4501,17 and the following rninimurn reqU-irements shall be considered a barrier as defined in this section: 1, Undividual component veftical support posts shall be capable of resisting a minimurn 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 rues h safety barrier shall extend a minimum of 3 inches (76 rnm) 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 minimum tensile strength according to ASTM D5034 of 100 pounds per foot, and a minimum ball burst strength according to ASTM D3787 of 150 I I I pounds per foot, The mesh shall not be capable of deformation such that a,/,,, -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 G53 (Weatherability, 1,200 hours), 3,When using a molding strip to attach the mesh to the vertical posts, this strip shall contain, at a minimum, #8 by,,', -inch (123 mm) screws with a minimum of two screws at the top and two at the bottom with the remaining screws spaced a maximum of 6 inches (152 nim) 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 affach 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 boftom 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 mm). In private pools where water depth exceeds 5 feet (1524 rnm), there shall be ladderts, stairs or Underwater benches/swirriouts in the deep end, Where 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, PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 6. OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ONLOTCALOULAMNS LOT - 5,260 SO. LIVING AREA - 1,651 $0. OARAGE - 416 So. ENTRY - 100 So. LANAI - 200 SQ. PATO ft 0 $0. DRIVEWAY - 328 m A/C PAD - 9 so WALKWAY - .30 SO. IMPERVMS 2794 SQ. SOD - 2,456 SO, OFF LOT CALCULATIONS RICHT OF WAY - 400 so, DRIVE APRON w 57 so, PUBLIC S/W - 250 so, SOD - 03 M TOTALS AREA - 5,650 so, DRIVEWAY SIDEWALK - 2110 SO. is - Z549 SO. Ilk All FRONT- 201 REAR- 10, SME, 5. SIDE STREET. IV NOTES: 1. PROPOSED ELEVATIONS SHOWN 14EREON ARE BASED ON 'THE APPROVED ENGMEEM0 PLANS PREPARED BY CORNELISON ENMERM & DESIGN INC, Z ELEVATIONS ARE a (W NAW 1988 DATUM. 4 al"I! a i r'll- ' i, uj%mliw_,j tnELD bAtg:) SCALE: -J" - 30 FEET APPROM BY. Joe no, 101105 LOT 6 BRAWN ty, kul 0 m MEAM OULDIMP SMACK LINE MORT OF AYAY LINE PROPOSCI) ELEVATION PAMOSIO ORAINAdE FLOW A/C AIR COMITIOMM S/w SN"AIX pf POINT OF TUMM PC NTH OF CURYAIMWK PT TATMICY RP PM =$W PRID PMt OF REVERSE OAVAUM PCP PERMARMT ONTROL POT ir Tmck CS CORMTE MAN MR AT C40AATEO PLAT DOM F___ -cusTomER INFORMATION LAST NAME: LYTTLE (Albert) ADDRESS: 36899 HIGHLAND MEADOWS COURT CITY/ZIP: Zephyrhiils, FL 33542 PHONE #: 917-689-7325 GATE CODE: DESIGNER: John LaIlev SUPER: BOND BEAM: FINISH: JOB #: iL°L�q POOL EXCAVATION IS WITHIN a 1-TO-1 RATIO FROM THE HOUS AB. 26'ANGLE OF REPOSE MITIGATION REQUIRED. �ONTRACT NOTE: NP—OOLSTE ALARM INCLUDED POOL 0 N RA NOTE. 'TR CT N NT CT T SYSTEM IRRIGATION SOYSTEMCAP for 10 POO L INCLUDED POOL AREA INCLUDEED FONTRACTNOTE kULNFINITY SCREEN INCLUDED SCREEN DOOR LIGHT SWITCH (On RACK) EQUIPMENT PAD 2' x 3' R.B. COLUMN 12' 12" BEAM 20'INFINITY WALL 19'-4" REVERSE FAUX EDGE R.B. COLUMN +12" TILE FACING vvl 2" NOTCH for SCREEN TILE FACING (4 SIDES) (4 SIDES) STUCCO REAR STUCCO REAR — ----- 16 ---- — ----- - - ----- 12" SHEER 12' SHEER PAVER Ll PAVER DECKING DP, -------- -------- ---------- :m A EXISTING DECK (TOP W/ PAVERS) A/C � u LYTTLE (Albert) PAGE 1 of 2✓ SCALE: 1/8' =, V-D' ORIGINAL BEAM --SCREEN DOOR AkILL WOWSHALL COAAR)CIOVITH PRE'v�A.UNC,_ CODES' 63UHLDING CODE, NATIONAL CELECTRIC CODE, AND THE UP(, c ZIEPHYRHILL S ORDINANCES ELEC SUPPLY 'APR 2 52O27 40' REVIEW D--- < LIMY ZEPHYRH11L*�­5/ RESIDDENCE SHUTTLE PLAN EX_AM1NER__E7i_ POOL SPECS: SCREEN SPECS TYPE/COLOR: MANSARD/BRONZE DECK SPECS EQUIPMENT SPECS PLUMBING SPECS PERIMETER 63' COPING TYPE: BRICK CIRC PUMP. lntellifloVSF CONTROL PANEL: VSF Controls RETURN: 28' SKIMMER: 24' AREA: 220 sqft SCREEN MESH: STANDARD WALL HEIGHT (LF): 10' "A" TYPE: STANDARD PAVERS "A" AREA: 468 soft PUMP#2: N/A REMOTE: (1) LIGHT SWITCH PUMP #3: N/A SANITIZER: IntelliChlorIC20 SPA: N/A Common Return: N/A FEATURE A: 84' (2 Sheers) DIMENSIONS: 22' x 10' WALL LENGTH (LF): 81' "B" TYPE: N/A FILTER: Cartridge CC 150 AIR TYPE: N/A FEATURE B: N/A GALLONS: 6,317 ROOF AREA (SF): 727 sqft 'B" AREA: N/A HEATER: N/A FILL LINE: N/A FEATURE C: N/A TURNOVER: 0.7S HRS @ 140 GPM GUTTER SIZE: 5" TOP EX. TYPE: STANDARD PAVERS CLEANER: N/A OTHER: (1) Poolside alarm FEATURE D: N/A — VGB ACT COMPLIANT I " INFINITY WALL 20' ALL SUBMERGED SUCTION OUTLETS ARE ALUMINUM ROOF: N/A TOP EX, AREA: 253 sqft POOL LIGHT: (2) Globrite LED 12v OTHER: (2) 12" Sheer Descents PV3 VALVE to EQ: N/A EQUIPPED vot DUAL DRAIN COVERS and/or FOOTER: 55' SPA LIGHT: N/A OTHER: N/A PV3 VALVE to POOL: N/A SINGLE UNBLOCKABLE DRAINS WHICH L x W: N/A POST QTY: N/A FAN BEAM: N/A TEAR OUT: N/A ARE TURNDOWN: N/A OTHER: N/A OTHER: N/A ELEC: 4_0' GAS: N/A Cody Pools I (mvner/s) have revi&,,ed and approve this plan as correct vithin reasonable tolerance- I understand that any changes to shape or location may result in delay of project and additional cost. FLOW THRU SPA NO SKIMMER OPTIONAL 12V LIGHT W/ TRANS, J" BRASS OR PVC (SEE NOTES) SWIM —OUT OR LADDER REQUIRED (GR/#8 CU) WHERE DEPTH OVER 5' DEEP (SEE NOTES) 2'-9" MIN EXCEPT FOR SLOPING ENTRIES. 4'-0" MAX. .LLLLLLLLLLLLLLLLLLLLLLLLLLLLLLL WATER LINE EXCEPTION: ROPE & FLOATS INSTALLED IF LESS THAN 4'-6" 3� 1 1 MMER TYPICAL GR. FOR #3 REBAR, 2" OUT WITH #8 CU TO PUMP OPTIONAL DECK W/ 1j" PITCH IN 10' RAIL OPTIONAL ENTRY REQUI (SEE NOTES) RAIL OPTIONAL SEE NSPI 5 RE: HANDHOLDS 7 MAX. 1� POOL SECTION DETAIL N.T.S. S82836, 6-20-07 FOR BONDING & GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF #8 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4" TO 6" BELOW SUBGRADE, & 18" TO 24" FROM INSIDE WALL OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH s.680.26(c) OF THE NATIONAL ELECTRICAL CODE, PAVERS OR 4" DECK DECK FINISH 2500 psi (MIN.) CONC. PER CONTRACT W/ FIBER MESH—\ (NON —SLIP) — POOL FINISH PER CONTRACT 12"02" FOOTING BEAM & "7" " BAR OPTIONAL FINISH" W/ (2} #3 BARS MARCITE OR OR (1) #5 BAR EXPOSED 6" MIN. WALL & FLOOR THICKNESS. 3500 psi (MIN.) AGGREGATE CONC. #3 BARS ON 12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15" MIN, OVERLAP. 2" MIN. COVERAGE ON STEEL W/ CONIC. TO ASTM A15.A16, ASTM A30-5 (Structural subject to suitable soil conditions) POWSPA, DECK, BEAM, WALL, FLOOR N.T.S. CIRCULA LINE SKIMMER REQUIRED FOR SPA WITH INDEPENDENT FILTRATION SYSTEM —MAIN DRAIN REQUIRE (TAMPER PROOF/SEE NOTES) —LIGHTING & BONDING SAME AS POOL —NO LIMITATION ON SHAPE �1 • 1 SAMPLE ONLY EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODE. AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRI ND GAS PIPING SHALL BE SCH 40 PVC, SF MAX. PRESSURE VELOCITY 10 FPS. SUCTION S. THE POOL PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE A SINGLE UNBLOCKABLE CHANNEL DRAIN OR AS AN ALTERNATIVE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSI/ASME A112.19.8.2007 COVERS. AS THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE A COMMON SUCTION LINE. SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF 1 1/2" FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO THE SUC11ON PIPE SIZE. IN ADDITION A SAFETY VACUUM RELEASE SYSTEM SHALL BE INSTALLED FOR THE CHANNEL DRAIN SYSTEM. THIS MAY CONSIST OF AN AIR RELEASE SYSTEM, THE VENT PIPE SHALL BE TIED TO THE MAIN DRAIN LINES, SIZED THE SAME AS THE MAIN DRAIN SUCTION LINE WITH A MAXIMUM LENGTH Of VENT PIPING TO BE 30'. THE VENT PIPE WILL BE ELBOWED UP AND OVER WITH A GRATE FOR PROTECTION AND LABELED "SAFETY VENT". SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 2.5 gpm. THE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH, DETERMINE SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35ga1/Min. SKIMMER (REQUIRED: 1 Skimmer per 800sf) POOL VOLUME: 500 Sq. Ft. x 4 Ave. Depth x 7.481 gal/cf = 15,000 Gallons TURNOVER TIME IN HOURS: 6 Hours x 60 Min/Hr = 360 Minutes FLOW RATE: 15,000 Gallons / 360 Minutes = 42 gpm PIPE SIZING CHART (MAXIMUM) / 022-3/32` PIPE SUCTION PRESSURE 1 j., 35 GPM 65 GPM 2" 60 105 2J" 99 147 3" 135 230 4" 235 396 FOR POOLS WITH VOLUME = 15,000 GALS. PUMP PENTAIR WHISPERFLO J HP OR INTELLIFLO V.S. TURNOVER RATE = 6 HOURS = 360 MINS. VARIABLE OR DUAL SPEED PUMPS ARE REQUIRE IF THE PUMP EXCEEDS 1 HP. PLUMBING WILL BE DESIGN FOR THE MAX. FLOW OF PUMP. REFER TO TDH CALCULATIONS FOR VARIABLE OR DUAL SPEED DESIGNS. FILTER: STARTRITE PTM50, 50 CFM OR HAYWARD C751 75 CAPACITY ITY G C C MAIN DRAIN: WATERWAY 640-13OXV CLEANER: HAYWARD VAC LOC VENT SCREEN: WATERWAY 640-290OXV MAIN SUCTION PIPE SIZE 2" SKIMMER SUCTION PIPE SIZE 2" CLEANER/VAC PIPE SIZE 1-1/2- RETURN SUCTION PIPE SIZE 1-1/2" _gna. a-s/s2° b 2-1/2 SLIP INSIDE 2" SOCKET 2" NIT 1. 20" ROUND PVC SUMP 2. 2" TAPERED THREADED PIPE PLUG 3. 20" ROUND OUTLET COVER PLASTER SHIELD 4. ROUND CENTER CAP PLASTER SHIELD 5. 20" ROUND ANTI —ENTRAPMENT SUCTION OUTLET COVER 6, ROUND CENTER CAP 7. 10-32XJ FLAT HEAD PHILLIPS, 316 SS, QTY 10 —MAXIMUM WATER DEPTH 4', Maximum SEAT DEPTH 28", MAX. —FLOOR SLOPE 1:12 —STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT THE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM, IF THE SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A SIX HOUR. TURNOVER. IF CONTINUOUS A ONE HOUR TURNOVER. —MAXIMUM TEMPERATURE 104 DEGREES. —MEET ANSI/NSPI ARTICLE XVII, SAFETY INSTRUCTION/SAFETY SIGNS. —PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. —WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WITH CHAPTER 42, FLORIDA BUILDING CODE APSP/ICC 2020 AND NEC 2017, —NO OUTLET OR OVERHEAD POWER WITHIN 10' IF WITHIN 15' PROTECT BY GFI, TRANSFORMER MIN, 10' FROM POOL, 8" ABOVE WATER, J BOX 4' FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. R403.10.1 HEATERS THE ELECTRIC POWER TO HEATERS SHALL BE CONTROLLED BY A READILY ACCESSIBLE ON —OFF SWITCH THAT IS AN INTEGRAL PART OF THE HEATER MOUNTED ON THE EXTERIOR OF THE HEATER, OR EXTERNAL TO AND WITHIN 3 FEET (914 MM) OF THE HEATER. OPERATION OF SUCH SWITCH SHALL NOT CHANGE THE SETTING OF THE HEATER THERMOSTAT. SUCH SWITCHES SHALL BE IN ADDITION TO A CIRCUIT BREAKER FOR THE POWER TO THE HEATER. GAS —FIRED HEATERS SHALL NOT BE EQUIPPED WITH CONTINUOUSLY BURNING IGNITION PILOTS. R403.10.2 TIME SWITCHES TIME SWITCHES OR OTHER CONTROL METHODS THAT CAN AUTOMATICALLY TURN OFF AND ON ACCORDING TO A PRESET SCHEDULE SHALL BE INSTALLED FOR HEATERS AND PUMP MOTORS, HEATERS AND PUMP MOTORS THAT HAVE BUILT—IN TIME SWITCHES SHALL BE IN COMPLIANCE WITH THIS SECTION. —DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSP/ICC 3, APSP/ICC 4, APSP/ICC 5, AND APSP/ICC 6 AND APS/ICC 7 BASED ON THE POOL TYPE. —SEE—NSPI FOR DIVING WATER ENVELOPES. —SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS. —ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24" (610 MM). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5' (1524 MM) THERE SHALL BE LADDERS, STAIR OR UNDERWATER BENCHES/SWIM—OUTS IN THE DEEP END. WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM —OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. —CIRCULATION SYSTEMS, COMPONENTS & EQUIPMENT SHALL COMPLY NTH NSF 50. —THE MAXIMUM TURNOVER RATE IS 12 HOURS. —FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAGE. —PUMPS 3 HP AND LESS SHALL MEET ANSI/UL1081 CORROSION RESISTANT WITH STRAINER & MEET THE REQUIRED FLOW. —APPROVED MANUFACTURED INLET FITTINGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET (28 m2) OF SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIGNED & CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE & SHALL INCORPORATE A Convenient MEANS OF SEALING FOR PRESSURE TESTING OF THE POOL CIRCULATION PIPING. WHEN MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10' (3048 MM). —HEATER SHALL MEET ANSI—Z21.56 OR UL 1261 OR UL 559. —DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF 50. —PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. —RESIDENTIAL SWIMMING BARRIER REQUIREMENTS TO MEET SECTIONS 454.2,17 —WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE IN C ANCE WITH THE FLORIDA BUILDING CODE R4501, 7TH EDITION 454.2, ANSI/APSP/ICC 3, ANSI/APSP/ICC4, ANSI/APE P/ICC 5, A ANSI/APSP/ICC 6 & ANSI/APSP/ICC 7. 2810 NORTH LOTH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@Ber lProjectEngineering.com J O O CL CD Cn `—�� ® O n LJ J D C/) LJ Un CD W et� Z O LLJ J (z \ Q Cn BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 (CURRENT EDITION) DESCRIPTION EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and NOTES �Y J " " f • t •- < 1 � 4ro.a RICHARD LEON CANNYN P.E P.E. # 65994 AS —SHOWN PROJECT No. DRAFTER: koo DESIGNER: LG * REMEWER: LC TO BE CHECKED BY:LC_ DATE SHEET No. ■ 'z #4 0 12" �m o� Ix =� N < 3 #3 95% COMPACTED w a HORIZONTAL & #4 ® 12„ FILL MATERIAL = VERTICAL REINFORCED #4 REINFORCED CONCRETE STEM WALL SECTION N.T.S. PAVER DECK 1- # 3 BAR CONCRETE COMPACTED CONTINUOUS —� POOL DECK MATERIAL I N COMPACTED I SUBGRADE Qz 1- 1-# 3 BAR VERTICALLY FINISH GRADE AT 30" O.C. 2-#3BARS CONTINUOUS PAVER DECK SHORT RETAINING WALL DETAIL N.T.S. MAX. SLOPE WITHIN 5' OF FTG. (SEE NOTE BELOW) NOTE: IF THE SUBSTRAs� THE FOOTING IS SUBSTANTIAL SUCH SAS LIMESTONE, THE MAXIMUM SLOPE DISTANCE CAN BE REDUCED TO 12" —'B"--I WALL SECTION 5 VERTICAL EE TABLE DR SPACING 5 HORIZONTAL EE TABLE DR SPACING 5 @ 9" C/C 5 LATERALS @ 24" /C FOR WALLS 4'-0" R LESS 3" C/C FOR WALLS -1" TO 8'-0" #4®12---J HEIGHT OF ALL (MIN) STEM WALL CORNER R/C DETAIL N.T.S. 8"x8'°x16" UR-O-WALL EACH TWO CMU WALL ❑ CMU BLOCK LINES (TYP.) #4; 1007 8"x8"x16" FILL CELLS CMU WALL CMU BLOCK WALL CORNER DETAIL N.T.S. CONCRETE WALL SPECIFICATIONS CONCRETE OUTLINES HEIGHT OF WALL "H" B a b G REBAR SPACING WALL HEIGHT VERTICAL HORIZONTAL 3 2 -6 0 -11 -6--7 i -0 3 # 5 448 # 5 224 4' 3'-2" 1'-0" 0'-9" 1'-5" 4' # 5 ® 36" # 5 ® 24' 5' 3'-10 1'-1" 1'-0" 1'-9" 5 # 5 @ 24" # 5 @ 24" 6' 4`-6" 1'-2"' 1'-3" 2'-1" 6' #5 0 18" #5 ® 18" 7' 5'-3" 1'-3" V-6" 2'-6" 7' # 5 0 16" # 5 0 18" 8' 5-11" 1'- 4" 1'- 9' 3'-6" 8' # 5 ® 12" # 5 @ 18" 9' 6'-2" V-4" V-W' '- 9' # 5 ® 8'° # 5 ® 15" NOTES: TIE ALL STEEL TOGETHER (WALL & FTG.) LAP ALL STEEL 27" MIN. ALL CONCRETE SHALL BE 3,000 P.S.1 MIN. ALL REBARS SHALL BE GRADE 40. STRUCTURAL NOTES: 1. BEFORE STARTING CONSTRUCTION, THE CONTRACTOR NEEDS TO VERIFY THE EXISTING CONDITION & DIMENSIONS. 2. ALL VERTICAL, HORIZONTAL OR DIAGONAL MEMBERS SHALL BE CONNECTED USING STRAP CONNECTORS. 3. ALL CONCRETE WORK SHOULD COMPLY WITH ACI 301, ACI 318, ACI 315 LATEST EDITION 4. THE REINFORCING STEEL SHALL BE GRADE 60, ASTM A-615 5, THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE STEM WALLS 6. THE CONCRETE MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI & W/C = 0.55 FOR 28 DAYS FOR REINFORCE CONCRETE MASONRY WALLS 7. CONCRETE MASONRY BLOCKS SHALL COMPLY WITH THE REQUIREMENTS OF ASTM C9O. MORTAR FOR MASONRY CONSTRUCTION SHALL CONFORM TO THE REQUIREMENTS OF ASTM C270. FILL ALL MASONRY CELLS WITH CONCRETE. 8. CONSTRUCTION JOINTS SHALL BE SPACED NO GREATER THAN 20' O.C. 9. ALL JOINT REINFORCEMENT, TIES & OTHER ACCESSORIES SHALL BE RESISTANT TO CORROSION. 10. WHERE SOIL UNDER FOOTING CONSIST OF SOFT MATERIAL, PLACE 4" TO 6" OF CRUSHED STONE OR GRAVEL. P1 ANI STEP FOOTING DETAIL N.T.S. FOOTING JFORCED 2810 NORTH LOTH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@Berq ProjectEngineering.com FtEVOONS U I (n U J J n J Q Q W Q W U _jz <-j < U = a U BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 DESCRIPTION EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and LEO/V ®®�Q. �- t ENS�.,�I v �i •` V Y No. �659 4 �® PREMOLDED JOINT WALL FILLER— r 2„ REINFORCEMENT .-a STATE OF ��: ®®• i X/3 WATER STOP CONSTRUCTION JOINT (TYP) N.T.S. RICHARD LEON CANNYN P.E. P.E. # 65994 SCALE DRAWING No. AS -SHOWN 2 PROJECTNo.DRAi"IER: kaa DESIGNER:LG t RENEWER: LC TO BE CHECKED BY: LC DATE SHEET No. N.T.S. VFRTIC I — — — I - — RADIUS TANGENT POINT IF "E" IS A NEGATIVE NUMBER, NO ADDITIONAL STEEL IS NEEDED, 6" WALL A = 4.0' C = (A + B -0.33) wE" = -2.08' B = 1.33' C = 4.0 + 1.33 - 0.33 NO ADDITIONAL C = 5.0' C = 5.0 STEEL IS REOUIRED D = 5.0' E = (D 0.50D - C + 0. 42) 1 1 E = -2.08' E_ 5.0 2.5 - 5.0 + 0.42 E = -2.08 a MAUR 2810 NORTH 10TH STREET TAMPA, FL 33605 Office: (813) 616-3301 Mobile (970) 703-3284 Leo@Berp ProjectEngineering.com FEWIONS BUILD IN ACCORDANCE WITH: FLORIDA BUILDING CODE, 7th EDITION, 2020 (CURRENT EDITION) EXISTING & PROPOSED LAYOUTS & SECTIONS; DEMOLITION LAYOUT and NOTES V A"3 SCALE !DRAWING No. AS _ SHOWN 3 PROJECT N. DRAFTER: k..DESIGNER: LO RENEKER: LC TO � CHECKED BY: LC DATE I SHEET N.. "'� The Association of _ _ Pool & Spa Professionals® ANSI/APSPACC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: Lyttle (Albert) CONTRACTOR NAME Challenger Pools AND ADDRESS AND ADDRESS: 36899 Highland Meadows Court 6846 N. Dale Mabry Zephyrhills, FL 33542 Tampa,Fla, 33614 OWNER: Lyttle (Albert) CONTRACTOR PHONE: (813) 886-9119 DATE: 12/16/2021 This information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only. Contractors should acquire and comply with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www,apsp.org. 1. §5.2.1: Calculated pool volume a. Gallons: 6,418 ; or 1. 6,418 gallons _ b. Calculated Gallons: 220 (surface area) X 3.9 (average depth) X 7.48 (ga1/ftA3) = 6,418 2. §5.2.1: Calculated filtration flow rate 2• 36 gpm (Pool volume . 360 or 36gpm whichever is larger) 3. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter 3a. 1.5 inches (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 2.) b. Minimum suction branch pipe diameter 3b. 1.5 inches (Calculate: Item 2. _36 (gpm) _ Branch Pipes 1 (quantity) = branch flaw rate 36_(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the some or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter 3c. 1.5 inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 2.) d. Minimum return branch pipe diameter 3d. 1.5 inches (Calculate: Item 2. 36 (gpm) _ Branch Pipes 1 (quantity) = branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than the calculated return branch flow rate.) 4. §5.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) 4a. Cartridge b. Minimum filter area 4b 96.0 s �' (Calculate: item 2. 36 (gpm) _ filter factor 0.375 (gpm/ft^2)) Filter factors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2 5. Backwash Dyes, 0 §5.4.2: valve: No? 5, 2 inches - (When using a backwash valve, enter result of item 3c or 2 inches whichever is larger) Table 1 (When used) Pipe Size: Nominal GPM @ 6 fps 1.51* 38 2" 63 2.5" =0 31" 138 3.5" 185 4" 238 5" ^ 374 6" 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 6. Single -speed pump selection (when used): §5.1.1, 5.3.1: For single -speed pumps with a total horsepower 0.99 or less, find and enter a compliant pump from the Pool Pump Database. a. Pump model b. Total horsepower 7. Multi -speed pump selection (when used): §5.3.2.1: Pools 17,000 gallons or less, select pump* from the database with a Curve -A gpm flow equal to item 2 or less. §5.3.2.2: Pools 17,001 gallons or more, select pump* from the database with a Curve-C gpm flow equal to item 2 or less. *Multi -speed pumps must have one speed listed that satisfies this requirement. a. Pump model b. Pump flow (§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database) 6a pentairllntelFlo VS 6 b. 3 m 7a. PentairintelFlo VS 7b. 18 gpm 3/17/15 ANSI/APSP/ICC- 15 Standard Writing Committee Form 1 of 2 STEP 1 POOL SPECIFICATIONS STEP 3 OF 3: TDH CALCULATION FPOOL Specifications p Pool Volume (gallons): Turn Over (hours]: Filtration Flow Rate: Results: Your TDH Calculation 6418.00 gallons 6.00 hours 36.00 GPM TON CALCULATOR STEP 2 SELECT EQUIPMENT Suction Lift; Maximum Flow Rate STEP 3 TDH CALCULATION 1.50 ft 125.00 GPM Flow Rate 125.00 GAUMIN Max Flow Rate at Max RPM; 132.34 GAL/M IN Head Loss 49.04 FT Head Loss at Max Flow Rate at Max RPM: 57.09 FT REQUIRED MINIMUM PIPE SIZE Inlet Piping: 3 Discharge Piping: 3 PUMPRPM Flow Rate at Selected Pump RPM: 132.34 Pump RPM: 3450 Head Loss at Selected Pump RPM: 57.09 SYSTEM HEAD PRESSURE CURVE BY PUMP SELECTION 100 ci 31) 4v O a. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 Volumetric Flow Rate (GPM) — Clean System Curve ^^ Pump Curve _ N Desired Operation Point - Clean System rA Pump Operation Point PRIVACY NOTICE ( TERMS OF USE 1 ©2008 - 2021 PENTAIR INC. ALL. RIGHTS RESERVED. Any information regarding the Pentair Partners Incentive Program mentioned en this website serves a merely informative Purge— None el this information is binding on Pentair International S.a.r.t. or its affiliates, nor can doe used es a ground for any kind of claim against Pentairor its affdh,h,s in relation to the Pentair Partners Incentive Program, which is subject to conditions that will be communicated to a candidate participant upon registration on this website. 6 DUKE T ENERGY. WR # 44904031 April 25, 2022 Challenger Pools jlalley@challengerpools.com Subject: 36899 HIGHI..AND MEADOWS CT Dear John Lalley: 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. Sincerely, Ryan Flaherty Project Coordinator Dube Energy I'iorida, 11C, 4121 Saint Lawrence Dr, Now Port Richey, FL, 34653