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HomeMy WebLinkAbout22-3816it of Zephyrhilis �J4 5335 Eighth Street Zephyrhills, FL 33542 BGR-003816-2022 Phone: (813) 780-0020 Fax: (813) 780-0021 Issue Date: Permit Ty e: Buildino General (Residential) . . . . . . . 2'Mi . . . . I 32 25 21 0040 C Name: DAVID & JILL ROBERTSON Permit Type: Building General (Residential) I Class of Work: In Ground Swimming Pool Address: 35848 Iron Redding Ct ZEPHYRHILLS, FL 33541 Phone: INSTALLATION POOL W/ DECK 711 SQ FT Building Valuation: $95,300.00 Electrical Valuation: $2,500.00 Mechanical Valuation: $1.00 Plumbing Valuation: $2,500.00 Total Valuation: $100,301.00 Total Fees: $932.25 Amount Paid: $932.25 Date Paid: 4/14/2022 1:32:36PM 35848 Iron Redding Court Contractor: STAYCATION POOLS & SP/ Building Plan Review Fee $258.25 Building Permit Fee $516.50 Plumbing Plan Review Fee $26.25 Electrical Permit Fee $52.50 Plumbing Permit Fee $52.50 Electrical Plan Review Fee $26.25 REINSPECTION FEES: (c) With respect to Reinspection fees will comply with Florida Statute 553.80(2)(c) the local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or first reinspection, whichever is greater, for each subsequent reinspection. Notice: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permit required from other governmental entities such as water management, state agencies or federal agencies. li!1I 1'111111111111�11iir 11��Ijlliiip�i III all ! 111�� I mo- 11171 Complete Plans, Specifications add fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. t • SIGNATURE PEfAIT OFFICEU P '.E,ERMIT EXPI ES IN 6 MONTHS WITHOUT APPROVED INSPECTION ,• la CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED I I b1J-fbU-uUZU LAty OT LepInymnis rermit mppi(;ativii Building Department Fee Simple Titleholder Address JOB ADDRESS SUBDIVISION PROPOSED USE I NEW CONSTRE] INSTALL SFR TYPE OF CONSTRUCTION BLOCK L_J (OBTAINED FROM PROPERTY TAX NOTICE) ADD/ALT SIGN DEMOLISH REPAIR 1= - BUILDING SIZE SCI FOOTAGE HEIGHT [=BUILDING 1$ a, .46 01 VALUATION OF TOTAL CONSTRUCTION E=ELECTRICAL J$ Oil I AMP SERVICE PROGRESS ENERGY WR.E.C. E=PLUMBING I$ 'xod-00 6) [MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION y [=GAS Q ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS J FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Address 157&Cl/ C ELECTRICIAN COMPANY SIGNATURE /-k-4,� Ekc REGISTERED Address PLUMBER PY SIGNATURE �EGISTXD c� S/Ttd Ofi-/7 V A � =N FEE CURREN Y/N Address I License # I MECHANICAL COMPANY FEE CURREN L SIGNATURE REGISTERED N L__J Address License# OTHER COMPANY SIGNATURE REGISTERED Y =N FEE CURREN Y LN_J Address License # 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 onsite, Construction Plans, Stormwater Plans w/ Slit 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 Forms. R-O-W Permit for new construction. P.11nimnum. tan (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Slit Fence installed, Sanitary Facilities & I 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. 1 11 -617r—ea'tIo—ns: F-111 out application completely. Owner & Contractor sign back of application, notarized If over $2500, a Notice of Commencement Is required. (A/C 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 (PloYSurvey/Footage) Driveways -Not over Cbunter'If on public roadways..needs ROW Residential Pools *""Lefter from your local power company "'"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 shot -test path that an appliance supply cord connected to the receptacle would fIlow 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-car 20-ampere receptacle supplied by a general-purpose branch circuit shall be located a minimum of 6 feet (1829 mm) 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 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)] R4501.17Residential swimming barrier requirement. Residential swimming pools shall comply with Sections R4501.17.1 through R4501,17.3, Exception: A swimming pool with an approved safety pool cover complying with ASTM IF 1346, R4501.17.1 Outdoor swimming pools, Outdoor swirnniiiig pools s1iall be provided vvith a barrier complying vith R450 1, 17, Ll througji R4501,17,1,14. R4501A7,1A `I'he top of the barrier shall be at least 48 inches ( 1219 nim) above grade rneasured on the side of the barrier which Faces mvay ,roar the swirnming pool, -Fhe niaximum vertical clearance between grade and the bottom of the barrier shall be 2 inclies (5 1 nirn) measured on the side of the barrier whicli Faces away from the swirmning pool, Where the top of the pool structure is above grade the barrier rnay be at ground level or ri,iounted on top of tfie pool str-Licture, Where the barrier is iriounted on top of the pool structure, the maxii-nut-ti vertical cleararice between the top of the pool structure and the bottom oftlie barrier shall be 4 inches (102 nini) R4501A7A.2 the barrier may not have any gaps, openings, indentations, protrusions, or structural components that could alloW a YOLIug child to crawl under, squeeze through, or climb over the barrier as hercin described belovv, One end of a removable child barrier shall not be removable without the aid of tools, Operiings in any barrier shall not allow passage of a 4-inc h-diarioter (102 min) sphere. R4501 „ 17.1.3 Solid barriers which do riot have openings shall nor contain indentations or protrusions except for norinal construction tolerances and tooled masonry joints. R4501.17.1,4 Where the barrier is composed of horizontal and vertical members and the distance between the tops of the horizontal menibers is less than 45 inches (1143 mitre), the horizontal merribers shall be located on the swinirning pool side of the fence, Spacing betNveen vertical rlICITibers shall not exceed I v', inches (44 mm) in width, Where there are decorative cutouts within vertical niembers, spacing within the cutouts shall not exceed F,", inches (44 trim) in width, R4501.17,1.5 Where the barrier is coinposed of horizontal and vertical members and the distance between the tops of the horizontal members is 45 inches ( 1143 min) or triore, spacing between vcH ical nearsers shall not exceed 4 inches (102 mni), Where there are decorative cutorits within vertical metrib ers., spacing within the cutouts shall not exceed I /, inches (44 nim) in width, R4501,1T1.6 Maximum mesh size for chain link fences shall be a 2'./Anch square (57 111m) rimless the fence is provided with slats fastened at the top or bratorn which reduce the openings to no more than 11, inches (44 irrin), R4501.1T1.7 Where the barrier is coniposed of diagonal members, the maximum opening For nred by the diagonal members shall be no more than I °,/, inches (44 ramie). R4501 ,1 T1.8 Access gates, when provided, shall be self closing and shall comply with the requirements of' Sections R4501,17, 1, 1 through R4501,17,1,7 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 inclics, (13 72 trine) from the bottorn of the gate, the device release mechanism tnay be located Oil either side of the gate and so placed that it cannot be reached by a young child over the top or throrigh any opening or gap From the OUtSide, Gyates that provide access tea the swiniming pool niust open ouMard away fi--om the pool, The gates and balTier shall have no opening grealer than /, inch (12.7 irrm) within 18 inches (457 nim) of the release mechanism, R4501.17.1.9 Where a all of a dwelling serves as part of the barrier, one of tire following shall apply: I All doors and win�dows providing direct access from the home to the pool shall be equipped with an exit alart'n co[Tmplying with ) TL 201 1 that has as mimmurn sound pressure rating of 85 dBA at 10 feet (3048 mrn), Any deactivation switch shall be located at least 54 inches ( 13 If 2 miri) above the threshold of the access, Separate alarryis are not required for each door or window if sensors wired to a central alarm sound when contact is broken at any opening, Exceptions, 1. a,Screened or protected windows having as bottom sill height of 48 inches (12 19 area) or more measured from the interior finished floor at the pool access level, 2, bVindoNvs 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 berreath- 2, 2,A11 doors providing direct access freers the ho-ine to the pool must be equipped avuh as sell" closing, self -latching device svith positive triechmnical latch] rig/locki n g installed as 111inimu-m of 54 inches (1372 rinn) above the threshold, which is approved by the authority having jurisdiclion. 3. 3,A swiniming pool alanit that, when placed in a pool, sounds an alarm upon detection ofarl accidental or unauthorized entrance into the water, Such pool alann triust rneet and be independently certified to ASTM Standard F2208, titled "Standard Safety Specification for Residential Pool Alarms," which includes surfice motion, pressure, sonar, laser, and infrared alarms. For purposes ofthis paragraph, the terin "swimming pool alarm" does nol include wriv swimming protection alarin device desil ied for individual use, such as an alarm attached to a child that sounds when the child exceeds as certain distance or becoynas subrnerged in water, R4501.17.1.1 0 Where an aboveground pooll structure is used as a ban'ier or where the barrier is mounted on top of the 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 rernoved to prevent access, or the ladder or steps shall be surrounded by as barrier which ineets the requirements of' Sections R4501,17,11 through R4501,1 7, L9 and Sections R4501,1 T1,12 through R4501,11 7, 1 . 14, Wben thc ladder or steps are secured, locked or removed, any opening created shall not allow the passage of a 4-inch,-dian-reter (102 nini) sphere, R4501,17.1,11 Standard scree'n enclosures which ineet the reqUirements of'Section R4501,1 7 may be LIfilize.d as part of or all of the "barrier" and shall be considered as "nondwelling" wall. Reinovable child barriers shall have one end of the barrier nonrernov able without the aid of tools. R4501.17A,12 The barrier tyrust be placed around the perimeter of the pool and must be separate frorn awry fence, wall, or other enclosure SUffOunding the yard unless the fence, dvall, or other enclosure or portion thereof is SnWited on the perimeter of the pool, is being used as part of the balTier, and n-reels the barrier requirements of this section, R4501,17AA3 Rernovable child barriers must be placed sufficiently away froin the ovate r's edge to prevent as young child or inedically frail elderly person who may manage to penetrate the barrier from immediately falling into the A_,aten Sufficiently away ftoin the water's edge shall rnean no less than 20 inches (508 intri) from the barrier to the water's edge. Dwelling or noridwelling walls including screen enclosures, when used as pail or all of the "bamier" and meeting the other barrier requirenients, rnay be as close to the water's edge as permitted by this code. R4501 s 17,1,14 A wall of's dwelling may seme as part of" the barrier if it does not contain any door or window that opens to provide direct access froin the home to the swimming pool, R4501ATIA5 A mesh safety barrier meeting the requirenients of Section R4501-17 and the following minimurn reqUirements shall be corisidered a barrier as defined in this section: 1 11ndividual comporient vertical support posts shall be capable of resisting a rnininium 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 a minimum of 3 inches (76 mm) below deck level and shall be spaced no greater than 36 inches (914 mm) apart, 2 2,7he 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 pounds per foot- The mesh shall not be capable of deformation such that a /Jnch (6 4 rnm) 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 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 mm) apart, on center, 4, 4,Patio deck sleeves (verlical post receptacles) placed inside the patio surface shall be of a nonconductive material, 5 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 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, 63he bottom of the child mesh safety barrier shall not be more. than 1 inch (25 air n) 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 mm), there shall be ladders, stairs or underwater benches/swirnouts 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, INSTR#2022067205OR BK10577 PG1563 Page I of 1 03/23/2022 08:15 AM Rcpt: 2433180 Rec: 10.00 DS: 0.00 IT: 0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Po" No. Parve UtAff'� �Af IRANI I I LP- 10_1 i M T, 1�4 VMMAN 3. Owner Inforrinstion or Less" Irdomnation If the LG%W C011111ded Whe IMPT&AWnent, Interest In Property: Narns of Fee Simple Tiflaholiden. or different from Owner fleled above) city smte 4. Contractor; Cordrack0a Tolaphom No.: S. BUIStY: Address City state Amount of (bond: 9; Telephone No.: FREENEIr= Addess cw--- State Lender's Telephone No.: 7. persons vAthin the state of Florida designated by the sonar upon wham notices or other documents may be served as provided by Section 713.13(1)(aX7), Florida Statutes: Name Address Telephone Number of Designated Parson. City State B. In addition to Weiself, the owner designates Ot- to receive a oW of the Usnor's Notice asp in section 713.13(1)(b), Florida Statutes. Telephone Number of Person or En* Designated by Owner: 9. Boralion data of Notice of Coh"ancement Ohs ey#rallon data may ant be before the completion of construction and final payment to, the contractor, but will be one your frm the date of recording unless, a differed date is spe*e* I declare that I he" read the feregdng o of uomnsarrsanierd and that tin tads siatod tirereln aaa true to ties( Under or V Mdiw. STATE OF FLORIDA COVMY OF PASCO regoing ant was a Mathis 21day otMA-1- 202zby Id � L flyps, of aadhorlly, &0., officer, a In fad) for { on of human Parvanally Known El QB Worditicallan Swwu Type of Identification Produced ri LA aae (print) 1A or i C4-i -4. 144(A " &Z,� wpdaW&cWhoIW4acmmenoKmntj)cDS3048 ILI aGa CqRISTINE M LANNING Notary Public - State 0-' Florida HH 078597 MY 17 C m. Expires jar. 7, 202 5 o Odthrou$h Nationa! Nocafv Assn' DUKE cltf ENERGY. WR # 44648591 March 31, 2022 Staycation Pools & Spas chris@staycationpoolsandspas.com Dear Christine Lanning: 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. am= Ryan Flaherty Project Coordinator Duke Energy Florida, LLC 4 121 Saint Lawrence D.-, New or Richey, F1, 34653 OPTIONAL 12V LIGHT W,TRANS. `," BRASS OR PVC (SEE SWIM-0111 OR LADDER REQUIRED (C Rr,l8 CU) WHEREDEPIH OVHR ^, 5 DI I P (SEE NOTES) FZOW THRU SPA NO SKIMMPR SKIMMER NO I IMI FATIONS 'I 0 SHAPE' EXCEPT FOR DIVING ENTRY REQUIRED (SEE NOTES) TYPICAL GR. FOR ,3 REBAR, T Oli T WTiH 9 CUTO PUMP RAIL OP'LIONAL GENERAL POOL ...#. PLAN M 2 9" Min I XCIPTFOR SLOPING ING EIN I RIES- T-O" Max. WATER---� LINE EXCEPTION. ROPE AND FLOATS INSTALLED IF 7 LESS THAN 4'-6" 3 Max 1� 7 Max I( OPTION AI. DECK W/ 1 %" PITCH E\' 10' RAIL SEE'cSPI 5 RE. --- I IAIvDHOLDS 8" Max. Radius 0, Max 8' Min. TO SLOPE CI IAdGE POOL SECTION DETAIL S13836, 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF ANUNDERGROUND BONDING CONDUCI"OR MADE OF 8 AWG BARE SOLID COPPER WIRP, BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMMING POOL OR SPA IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVAL F-N-T TO COMPLIANCE WITH s 680.26(c) OF THE \ATIONAL ELECTRICAL CODE_ PAVERS OR 4" DECK FOOTING 3,000 psi (Min.) CONC DECK FINISH OPTIONAL W! L3 BAR, PER CONTRACT OR FIBER MI�SH CNON-SLIP) 8" X 8" FOOTING BEAM & "7" BAR OPTIONAL I a" W/(2) U3 BARS OR (I) 45 BAR 6" 6" Min. WALL & FLOOR THICKNESS. 3,000 psi (MIN.) CONC. 43 BARS ON 12 CENTERS EITHER WAY, TIE ALL INTERSECTIONS 15" MIN. OVERLAP. 2' MIN: COVERAGE ON STEEL W/CONC TO ASTM Al5. AI6. ASTM A30-5 Structural subject to suitable soil conditions. POOL FINISH PER CONTRACT FIN I SH %" MARCIPE OR EXPOSED AGGREGATE POOL/SPA, DECK, BEAM, WALL, FLOOR N.T.S. SKIMMER REQUIRED_ FOR SPA WITH INDEPENDENT FILTRATION SYSTEM STEPS CIRCULA LINE. BEAM NOTCH -OUT OR CUT-OUT FOR SKIMMER SKIMMER > MAIN DRAIN REQUIRE (TAMPER PROOF/SEE NO > LIGHTING & BONDING SAMEE, AS POOL > NO LIMITATIONS ON SHAPE GENERAL�SPAPLA MIN. STEEL COVERAGE POOL SHELL STEEL #3 BAR @ 12" O.C.E. WA BEND REBAR AROUND SKIMMER NOTCH -OUT FOR CONTINUOUS BEAM (2) #3 BARS alunw-almouvilivAINi FLORIDA BtILDING CODE R4501 'IT IF POOL CONTRACTOR IS RESPONSIBLEFOR FURNISHING ALI, DETAIL DESKiN REQUII FMENTS FOR EACH INDIVIDUAL POOL. IN ACCORDANCE WITH T HE' FLORIDA lit ILDING CODE, AND ALI, CONSTRL'C'IION SI IALL MEET ALI, APPLICABLE CODES INCLUDING PLUMBING ELECT AND GAS_ PIPING SHALL BE SCH 40 PVC, NSFpw, MAX_ I RLSSURI VFTOCIT Y 10 FPS SUCTION 6 FPS. THE IE POOL PLAN SIIALL SHOW THE DESIGN PLUMBING? AS PER Tl H SAMPLE WITH THE INFORMATION RI QUIRI-"D SHOWN MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WI'TII APPRO ED ANSI/ASME AI12.19 8 2009 COVERS AS AN ALTERNATE TTIE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THE TWO DRAINS SHALL HAVE .A COMMON SUCTION LINE. SUCTION GRATES MAY BF, USED IT-- APPROVED AT A MAXIMUM OF I %z FPS A\D THE SUCTION PIPING IS RECESSED FROM THE GRATE I -LIE DIST AN'CE EQUAL TO THE SUCTION PIPE SIZE SKIMMERS DO NOT REQUIRE PROTECTION AND must BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SIIALL BE LABELED WITH LABEL MARKER TAPE ATTHE, E, FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. ELECTRICAL, REQUIRI, M NTS: -WIRING AND BONDING AND ALI. FLFCTRICAL TO COMPLY WI Tl I CHAPTER 27 FLORIDA BUILDING CODE THI E,DTIION-RESIDENITAL AND NF;C 2017_ -NO OUTLET' OR OVERHEAD POWER WITHIN 10'IF WITHIN 15' PROTF,CT BY GFI, TRANSFORMER MIN. I Y FROM POOL, 8" ABOVE WATER, I BOX T FROM POOL, BRASS TO I BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. SAMPLE ONLY EACH APPLICATION FOR PERMIT SHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required: 1 Skimmer per 800 sf) Pool Volume: 500 sq. ft x 4 ave depth x 7.481 ganef 15,000 gallons Turnover Time in Hours: 6 hours x 60 min/hr — _ 60 minutes FlowRate: 15,000 gallons/ 360 minutes — 4-) gpm PIPE, SIZING CFLART (_-VLAXIMUNa PIPE SUCTION PRESSURE I E" 35 GPM 65 GPM 2" 60 105 2 Y2 90 147 3^ B5 230 4" 235 396 FOR POOLSMTH VOLUME=15,000 GALS_ PUMP_ STARITE P6E6DL OR FIAYWARD SUPERII HP 42 GPM 60' TURN TL:R`VOVER RATE = 6 HOURS = 360 42INS. FILTER. STARITE PTM 50, 50 GPM OR HAYWARD C751, 75 GPM CAPACITY MAIN DRAIN: HAYWARD W61048E CLEANER. HAYWARD VAC LOC MAIN SUCHON PIPE SIZE 2" SKIMMER SUCTION PIPE SIZE 2" CLEANER/VAC PIPE SIZE I12" I" RETURN SUCTION PIPE, SIZE 12 SPECIAL SPA REQUIREMENTS: -MAXIMUM WATER DEPTH T, MAXIMUM SEAT DEPTH 28", MAX. -FLOOR SLOPE 1:12 -STEPS: MIN TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPT TI iE BOTTOM STEP MAY BE 14" IF IT IS THE SLAT. INTERMEDIATE TREADS AND RISERS TO BE ULNA ORM. IF THE SPA IS OPERATED INTERMI I`TENTLY IT SIIALL. HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER. -MAXIMUM TEMPERATURE 104 DEGREES. MEET ANSI/NSPI ARTICLE XVIL SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL. CODE IF GREATER. GENERAL, DESIGN REQUIREMENTS -DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF APSPACC 3, APSP/ICC 4, APSP/ICC 5; AND APSPICC 6 AND APSP/ICC 7 BASED ON THE POOL TYPE. -SEENSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET THEMANUFACTURE'S INSTALLATION REQUIREMENTS. -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610 MN)- IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIM -OUTS IN THE DEEP END, WHEREMANUFACTUREDDIVING EQUIPMENT IS TO BE USED, BENCHES OR SWUM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. -CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL, COMPLY WTTH NSF 50, THE MAXIMUM Ti RNOVE'R RATE IS 12 HOURS, FILTERS SHALL HAVE AN AIR RELEASE AND PRESSUREGAGE, -PUMPS 3 HP AND LESS SHALL MEET ANSFUL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMERS SHALI. MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANUFACUTRED INLET FITTNGS 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 AND CONSTRUCTED 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. WHEN MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BE AT LEAST 10 FEET (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 SECTONS 4501.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454 2.10 R403.10 (MANDA'I ORY) POOLS & PERMANENT SPA ENERGY CONSUMPTION - THE ENERGY CONSUMPTION OF POOLS AND PERMANENT SPAS SHALL BE IN ACCORDANCE WITH SECTIONS R403 10A THROUGH R403.10.5, IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE, IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 7TH EDIT"ION, R450l,ANSI/APSP1CC 3, ANSI/APSP/ICC 4, ANSUAPSP/ICC 5, AND ANSI/APSP/ICC 6 AND ANSI/APSP/ICC 7, ANSI/APSP/ICC 14, ANSUAPSP/ICC 15. U lS? � zCO C) Cal � L� rr Z Z W 00_� co Ld i- 0 00 O_ rr Lii M N OPTIONAL 12V LIGHT 6L, FRA"=S Y4" BRASS OR PVC (SI E NOTES) SWIM -OUT ORI ADDER REQUIRED (GR/48 CU) WHERE DEPTH OVER 5 DI LP (SET ''NOTES) FLOW 'FHRU SPA NO SKIM_vIER SKEMIvIER No L IMITATIONS TO SHAPE LXCEPTFOR DIVING ENTRY REQUIRED (SEE NOTES) TYPICAL GR FOR # 3 REBAR, TOUT WITH 9 8 CU to PUMP I RAIL OPTIONAL GENERAL POOL PLAN 2 I" Min E XC,EPT FOR SLOPING ENTRIES RIES. 4'-0" Max WATER--- LINE EXCEPTION. ROPE AND FLOATS INSTALLED IF LESS THAN 4'-6" 3 Max II j 7 Mar I� OPTIONAL OF W/ I U' PITLT I IN I0' I RAIL SEE NSPI 5 RE: — HANDHOLDS 8" MaY_ Radius 11.0' Max. 8' Min. TO SLOPE CHANGE POOL SECTION DETAIL N.T.S. S13836, 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDLiC.TOR MADE OF 48 AWG. BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE, AND 18 TO 24 INCHES FROM INSIDE WALL, OF A SWIMMING POOL OR SPA, IS DEEMED A PERMISSIBLE AI TERNA 1IVE OR EQUIVALENT TO COMPLIANCE WITH s. 680.26(c) OF THE NATIONAL F.I,ECTRICAL CODE. PAVERS OR 4" DECK FOOTING 3 000 psi (Mm) CONC. W/ 3BAR, 40'O .. DECK FINISH OPTIONAL- PER CONTRACT OR FIBE4R MESH (NON -SLIP) 8" X 8" FOOTING BEAM & "T BAR W/(2) 143 BARS OPTIONAL 8" OR (1) 45 BAR 6" 6 Min. WAIL & FLOOR FIIICKNI SS 3,000 PS, (:vtIN) CONC. #3 BARS ON _� 12 CENTERS EITHER WAY, TIE AI I INTERSECTIONS I5 MIN. OVERLAP. 2 MIN COVERAGE ON STEEL W/CONC TO ASTM Al AI6. ASTM A30-5 Structural subject to suitable soil conditions. POOLFINISH PER CONPRACT FINISH. Y," MARC l'II�. OR EXPOSED AGGREGA"IT, POOL/SPA, DECK, ('BEAM, WALL, FLOOR N.T.S. SKIMMER REQUIRED_ FOR SPA WITH INDEPEN'DENI' FILTRA'IION SYSTEM STEPS OPTIONAL CIRCULATION LINE BEAM NOTCH -OUT OR CUT-OUT FOR SKIMMER '. SKIMMER- _ � > MAIN DRAIN REQUIRE (PAMPER PROOF/SEE NOTES) > LIGHTING & BONDING SAMh AS POOL > NO LIMITATIONS ON SHAPE GENERAL SPA A MIN. STEEL COVERAGE POOL SHELL STEEL #3 BAR @ 12" O.CE.W. BEND REBAR AROUND SKIMMER NOTCH -OUT FOR CONTINUOUS BEAM (2) #3 BARS STEEL ATS�'4MTE"EA+Tf DETAIL FLORIDA BUILDING CODE, 114501 THE POOI. CONIRAC I°OR IS RESPONSIBLE FOR FURNISHING AL,L DETAIL, DESKiN RI3QUIRIMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH THE FLORIDA BUILDING CODF„ AND ALL CONSTRUCTION SHALL MET, FAIL. APPLICABLE' CODES INCLUDING PLUMBING, ELEC -RICAL AND GAS. PIPING SHALL, BE SCH 40 PVC, NSFpw, MAX PRESSURE VELOCITY 10 FPS, SUCTION 6 PPS. THEPOOL PLAN SHALL SHOW TIIE DESIGN PLUMBING AS PER THE, SAMPLE WITH THE INFORMATION REQUIRED SHOWN MAIN DRAIN PLUMBING UMBING SHALL BE TWO DRAINS SEPARATED BY 3` WITH APPROVED ANSI/ASME Al 12.19 8 2009 COVERS AS AN ALTERNATE "IHE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. THI: TWO DRAINS SITALL[AVE ACOMMON SUCTION LINE SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF I %Z FPS AND THE SUCTION PIPING IS RECESSED FROM TIIE GRATETHE DISTANC E EQT TAL "PO THE SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gpm- 'FHE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT'TIIL FIL TER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. ELECTRICAL REQUIREMENTS: -WIRING AND BONDFNG AND ALL, ELECTRICAL 1 O COMPLY WITH CHAPTER 27, FLORIDA BUILDING CODE 71'11 EDITION -RESIDENTIAL AND NEC 2017, -NO OUTLET OR OVERHEAD POWER WI THIN IO' IF WITHIN 15' PROTECT BY GFI, I`RANSI ORMER MIN. 10' FROM POOL, 8" ABOVE WATER, I BOX T FROM POOL, BRASS TO I BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED. SAMPLE ONLY EACH APPLICATION FOR PER 41T SHALL BE BASED ON A TOTAL DYNAMIC FIEAD OF 60 IT Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required: 1 Skimmer per 800 sf) Pool Volume: 500 -_ sq. ft x 4 ave depth x 7.481 gal/cf w 15,000 gallons Turnover Time m Hours: 6 hours x 60 min/hr - 360 minutes Flow Rate: 15,000 gallons / 360 minutes - 42 gpnl PIPE SI7ING CH ARL fYIAXIMUN PIPE SUCTION PRESSURE 1 v 35 GPM 65 GPM 21, 60 105 2Y2 90 147 11� I35 230 4" 235 396 FORPOOLS WITH VOLUME 15.000 GALS. PIMP. STARITE P6E6DL OR HAYWARD SUPERB , TIP 42 GPM 60'TURN TURNOVER RATE = 6 HOURS =- 360 MINS. FILTER: STARITE P'FM 50, 50 GPM OR HAYWARD C75I, 75 GPM CAPACITY MAIN DRAIN_ HAYWARD W61048E CLEANER. HAYWARD VAC LOC MArN SUCTION" PIPE SIZE 2" SKIMMER SUCTION PIPE SIZE, 2" „ CLEANERNAC PIPE SIZE 1112 _ RETURN SliCTION PIPE SII,E 2 SPECIAL SPA REQUIREMENTS: NTS: -MAXIMUM WATER DEP'TI1 T, MAXIMUM SEA'I DEVI11 28", MAX- -FLOOR SLOPE 1:12 -STEPS: MIN. 'FRE'AD 10" X 12", 7" MIN. RISER, 12" MAX. RISER LXCEPT THE BOTTOM STEP MAY BE 14" IF I`T IS THE, SEAL INTERMEDIATE'IREADS AND RISERS TO BE UNIFORM. IF TIIE" SPA IS OPERATED INTERMI FITNTLY II SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR'TLRNOVEI2_ -MAXIMUM TEMPERATURE 104 DEGREES. v1EEI ANSI NSP1 1RIICLE XVII, SAFETY I'NSTRI C IIO'NIS YI LTY SIGNS. PRE SSI RI I EST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. GENERAL DESIGN REQUIREMENTS -DESIGN CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS MEANS OP APSPACC 3, APSPACC 4, APSPACC 5, AND APSP/ICC 6 AND APSPACC 7 BASII) ON TIIE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. SLIDES SHALL MEF.T THE MANUFACTURE'S INSTALLATION REQUIREMENTS_ ALL POOLS WHEIHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN "THE SHALLOW END WI IFRE THE WATER DEPTH EXCEEDS 24 INCHES (610 MM). IN PRIVATE POOLS WHERE WATER DEPTH I XCBHDS 5 FELT (1524 'vM) I U RE SHALL BE LADDERS, STAIRS OR I;NDERWATER BENCI SWIM -OUTS IN THE; DEEP END WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE, USED, BENCHES OR SWIM -OUTS SHALI. BE RECESSED OR LOCATED IN A CORNER. -CIRCULATION SYS"TEMS, COMPONENTS AND EQUIPMENT SHALI, COMPLY WITH NSF 50. -THE MAXIMUM TURNOVER RATE IS 12 HOURS. -FILTERS SHALT, HAVE AN AIR RELEASE AND PRF,SSURE? GAGI -PUMPS 3 HP AND LESS SHALL MEET ANSUULI081 CORROSION REISISTANTWITH STRAINER AND MFET TET REQUIRED FLOW - SURFACE SKIMME.RS SHALL MEET NSF 50 AND 'THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANE I VCUTRED INLET FITTNGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL BE PROVIDED ON HIE BASIS OF AT LEAST ONE PER 300 SQUARE F I EI(28 m2) OF SURFACE AREA SUCH INLET FITTINGS SHALL, BE DESIGNED AND CONSTRUCTED TO INSURE AN ADEQUATE SEAL TO THE POOL STRUCTURE CIURE AND SHALL INC.ORPORATE A CONVENIENT MEANS OF SEALING FOR PRESSURE TESTING OF l TIE POOL CIRCUI AI ION PIPING. WHEN MORE THAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE BETWEEN ANY TWO REQUIRED INLETS SHALL BEAT LEAST 10 FEET (3048 MM). -HEATER SHALL MEE`F ANSI-Z21.56 OR UL 1261 OR UI. 559 -DISINI F,CTANT EQUIPMENT SHALL COMPLY WITH NSF 50. -PRESSURE TESTPIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREA"I"ER. -RESIDENFIAL SWIMMING BARRIER REQUIREMENTS TO MEET SECTONS 4501.17 -WASTE DISPOSAL TO COMPLY WITH SECTION 454.2.10 R403.10 (MANDATORY) POOLS & PERMANENT SPA ENERGY CONSUMPTION - THE ENERGY CONSUMPTION OF POOLS AND PERMANENT SPAS SHALL BE IN ACCORDANCE WITH SECTIONS R403.10F THROUGH R403.10.5. IT HAS BEEN CERTIFIED THAT THESE DESIGN REQUIREMENTS ARE; IN COMPLIANCE WITH TIIE FLORIDA BUILDING DING CODE 7TH EDITION, R450LANSI,/APSP/ICC 3, ANSUAPSP/ICC 4, ANSUAPSPACC 5, AND ANSI/APSP/ICC 6 AND A-NSUAPSP/ICC 7, ANSUAPSP/ICC 14, ANSI/APSP/ICC 15. U Z (3 LO LLJ Z } n Q Fn 0-1LJ 0 LL rr Z Z CO DOS Br, 00 Ld 000Ld n (1 } N O V LO LO U W !L W IY O CC � M U LL ¢Q J LLt Z) 2 4 5591 East Fowler Ave Customer: ROBERTSON JILL & DAVID Designer: TIM JOLLY I/we (the undersigned) have reviewed this plan and C' r Tampa, FL 33617 r 8i3-603- 310 35848 IRON REDDING CT approve it as correct within reasonable tolerance. Date: 03/16/2022 I/we understand that any changes made to a shape or to a location may delay the project and/or result in Ls�## CPt�1.459487 PAddress: Cit / Zi ZEPHYRHILLS FL 33541 Y Scale: 1/8" - 1' additional cost. STAYF ATtOE www stayer 1spas.Co€T) 0_ a a _VA Phone: (813) 406-0357 Phone: �802) 793-0552 X r <j NEW PERIMETER FENCE BY OWNER E r « Btt 12" HIGH RETAINING WALL D ALL 3 SIDES OF EXTENDED RATIO AREA 1 5' 20' 'Ins:12' y 13' ►12 28' '—� V r i LF OF +6" RAISED RAVERTINE I BEAM & 5 LF OF 12" DECKING By I RAISED BEAM (1)._.. 36" SHEER DESCENT SCPio 21d5 LF 11 (TILE ALL SIDES) k. Pi BENCH r krY,. 12" 24" W4 ; _________________ ___,. ____________ J--———--——————--------------- TRAVERTINE °a----------- COPING Y SCR t ~ �,.p ® - - - - ---- � --- ---- OFL 4 SF E EL °°1' 6 M li '---------------------------------- / 1 LED 6 ; ------ --------------------------- IC LE ® ©� � ce 15' t7t D BR.ELLA SLEEVE BS US N N M ""3t M M W N LF DEER ---------- --- , -- ' E LET 3' -------- ----------------------------e V ®t 28 e P r v M R L t\ / VAC LT\ / R Ln r 4 (F — ---- — � T _._..- - - - . - - - _ , - - -, � __...... _. _ _.--- .. - ----- _- t 2tt," 1' 2tt t tt "1 2 1------------ 1- ® I TAIL - DECO DRAIN I 2914' — — — — — — — -- — — — 4 - ALARMS BY � ALARMS BY ALARMS BY s OWNER OWNER OWNER _ TOP EXISTING --------- POOL EQUIPMENT �',, CONCRETE (HEATER. HOOK 1 , TRAVERTINE BY SCPSHUTTLE ONLY BY SCP) 3' ► �y_ COMPOSITE ROOF 7 �,�"..)DIG DEC. FOR PRE -WIRED 'AN BEAMSFUTURE ' ACCESS & E00 ER BY SCE DOORJ SHOWER BY OWNER T jN RESIDENCE Scale: 1/$" = 1 ft LEGEND ¢K) SKIMMER \ 1 / POOL LIGHTS VAC " BUBBLER . (D RETURNS UMBRELLA HOLDER FR FLOOR RETURNS OVERFLOW LINE MD MAIN DRAIN --'{ DECK JETS JO JETS t _) ACCESS TJ THERAPYJETS EQUIPMENT STEP CROSS SECTION Water _Depth: 3' (36") Shell Depth: T Y (39") Top of Form Waterlinp JOB SITE DESCRIPTION Parcel ID: 32-25-21-0040-01300-0080 Subdivision: SILVERADO RANCH PHASE 10A Block: 13 Lot:8 County: PASCO SHALLOW END DIG CREW 3' 9" SHOTCRETE 3' 3" DEEP END 5' g" 5' 3" POOL BENCH 27" 21 " SUNSHELF/TOP STEP 15" (tits 2ND STEP 19" 3RD STEP 29" 4TH STEP 39" SPA STRUCTURE POOL X:N/A BEAM: 10" WALLS: 6" FLOOR: 6" SPA - SHOTCRETE CROSS SECTION NOTES A 1. SHt-3TTLE DIG ACCESS ON LEF r SIDE OF PROPERTY - g 1 48 SF SUNSHeLF W 1 LED BUJB �LER & ,1} U('�SR�Li1a SI EEVE 1 2 LF OF +6 RAISED SEAM & 5 LF OF 12" RAISED BEAM W(�j_36 SHEER SPA DEPTH: DESCENT STILE AI 1 SIDES) __ 4. 0 12 HIGH RL f AININ G WALL ON ALL TOP OF FORM TO OP OF BENCH: 3 SIDES OF EXTENDED PATIO AREA 5. 10' X 29 (290 SF} COMPOSITE ROC)F BENCH WIDTH: P 1 PRE -WIRED FAN BEAMS & FOOTER TOP OF NCH TO SPA FLOOR: BY SCP 66POOL SAFETY ALARMS NEW - TO OF FORM TO SPA FLOOR: PERI�Ei ER FENCE &RELOCATION J - TOP OF FORM TO CENTER: uNiT SY OWNER _-____ POOL SPECS Pool Size: 14' 6" x 28' 0" Sq It: 397 Per: 85 LF Depth: 3' 0" - 5' 0" Internal Area: 711 SF Gallons: 8,298 Steps: YES (3) = 16.5 LF Hand Rail: N/A Sun Shelf: 48 SF Beach Entry: N/A Swimout: 56"LF Bench: 21'6"LF Ladder: N/A Standard Bubbler: N/A LED Bubblers: (1) IN SUNSHELF Waterline Tile: 6" x 6" (NGBB-668) = 85 LF Jewelry: N/A Tile Chips: N/A Coping: 12" x 24" TRAVERTINE (SCP BLEND) = 85 LF Interior: MINI PEBBLE - WHITE Skimmer: (1) Drains: (2) PENTAIR 8" ROUND Returns: (3) Vac Line: (1) Auto -Fill: N/A SPA SPECS Spa Siz /A Sf: N/A er In/Out: N/A Dep /A Raised: N/A Je /A Spillway A Steps: N/A an ail: N/A Waterline Tile: N/A Jewelry: N/A Tile Coping Material' A Interior: N/ N/A Drains: DECK SPECS Deck 1 Sf: 1,206 (NEW) Deck 1 Type: 6" x 12" TRAVERTINE (SCP BLEND) Deck 2 Sf. 140 (TOP EXISTING) Deck 2 Type: 6" x 12" TRAVERTINE (SCP BLEND) Footer: N/A Wall: 40 LF OF 0" - 12" HIGH Raised Beam: 2 LF OF +6" & 5 LF OF +12" (TILE ALL SIDES) Deck Drain: 2" DECO LF: 49 LF Color: MATCH DECK EQUIPMENT A B Pool Pump: PENTAIR INTELLIFLO VS Hp: 3.0 G Pool Filter: PENTAIR CCRP Size: 200 D Heater 1: HOOK UP ONLY BTU: N/A NG / LP / Electric: N/A Aux Pump: N/A Hp: N/A Aux Filter: N/A Size: N/A Heater 2: N/A BTU: N/A Sanitation: PENTAIR SALT Pool Lights: PENTAIR NICHLESS LED QTY: (2) Spa Lights: N/A QTY: N/A Standard Home Run: N/A Pre -Wired: N/A Control: N/A Switch: REMOTE SWITCH (VERIFY EXACT LOCATION) PIPE SIZES POOL DRAIN: 2" SPA DRAINS: N/A SKIMMER: 2" JET WATER: N/A VAC LINE: 2" JET AIR: N/A POOL RETURN: 2" SPA RETURN: N/A BUBBLERS: 2" FEATURES: 2" 5691 East Fowler Ave Customer: ROBERTSON JILL & DAVID Designer: TIM JOLLY I/we (the undersigned) have reviewed this plan and Tampa FL 33617 81-3-60.3-3109 Address: 35848 IRON REDDING CT Date: 03/16/2022 approve it as correct within reasonable tolerance. [Ave understand that any changes made to a shape or to a location may delay the project and/or result in Lic# CPC-1459487 City / Zip: ZEPHYRH ILLS, FL 33541 Scale: 1/8" - 1' additional cost. STAYCATION ` ww.stayeationpoalsandspas,com Phone: (813) 406-0357 Phone: (802) 793-0552 X APSP/ANSI-15 FLOW CALCULATIONS PER STANDARD: POOL WATER VOLUME 8,298 /360= 36 GPM CALCULATED FLOW RATE. NOTE POOLS UNDER 13,000 GALLONS, THE CALCULATED FLOW RATE OR GPM WHICHEVER IS GREATER = THE FILTRATION FLOW RATE IS THERE AN AUXILIARY LOAD ON THE FILTRATION PUMP? YES IF SO, WHAT IS THE CALCULATION AUXILIARY FLOW RATE: 72 GPM MAXIMUM FLOW RATE 72 GPM (GREATER OF THE FILTRATION FLOW RATE OR THE AUX FLOW RATE IF THE AUX FLOW RATE IS POWERED BY THE FILTRATION PUMP ALL LISTED BELOW PIPOING IS FOR FILTRATION PUMP ONLY MINIMUM SUCTION PIPING SIZE @ 6 FPS 3 MINIMUM SUCTION BRANCH PIPE @ 8 FPS 2 MINIMUM RETURN PIPING SIZE @ 8 FPS 3 MINIMUM RETURN BRANCH PIPE @ 8 FPS 2 FILTER TYPE AN SIZE: PENTAIR CARTRIDGE 200+ SF MINIMUM FILTER AREA PER FILTER FACTOR IN STANDARD 200 X .375 = 75 GPM (MAXIMUM FLOW THROUGH FILTER FACTOR: FILTER AREA X .375 (CART), X 2 (DE) OR X 1.5 (SAND) HEATER MAKE AND MODEL#: N/A GAS HEATER EFFICIENCY RATING: N/A (NO PILOT LIGHT) HEAT PUMP EFFICIENCY C.O.P.: N/A PUMP SELECTION AS LISTED ON CURVE A (A=< THAN 17,000 GAL OR C=> THAN 17,001 GAL) PUMP MAKE AND MODEL#: PENTAIR INTELLIFLO 3.OHP VS FLOW RATE 24 GPM 600 RPM (FLOW RATE MUST BE < OR = MAX FILTER FLOW RATE) PUMP CONTROLS = FILTRATION PUMP HAS NO AUX LOAD — STANDARD TIME CLOCK FILTRATION PUMP WITH AUXILIARY LOAD — CONTROL MODEL FOR LOW SPEED DEFAULT WITH 24 BACKWASH VALVE: YES (IF YES, MUST BE 2" MINIMUM) PSP/ SI-7 THIS DATA IS FOR THE: POOL SINGLE UNBLOCKABLE? Y TWO OR MORE? N (IF SINGLE UNBLOCKABLE INDICATE MAKE AND MODEL NUMBER) DRAIN MAKE AND MODEL#: PENTAIR DUAL 8" ROUND LISTED COVER FLOW RATE: 316 GPM SYSTEM FLOW RATE: 130 GPM METHOD DETERMINING FLOW RATE: MAX FLOW FROM PUMP CURVE PUMP MAKE AND MODEL#: PENTAIR INTELLIFLO 3.OHP VS SUCTION PIPING: BRANCH PIPING SIZE 3 INCH @ 6 FPS OR LOWER TRUNK PIPING SIZE 3 INCH @ 8 FPS OR LOWER TRUNK LEGEND E�-�,_-^''' �/,''� SKIMMER \ i / POOL LIGHTS VAC ','; BUBBLER OR RETURNS UMBRELLA HOLDER FR OVERFLOW LINE FLOOR RETURNS 6 d '---' DECK JETS MD MAIN DRAIN OJETS ACCESS T7 THERAPY JETS EQUIPMENT STEP CROSS SECTION Water DeeJth: T (M") Shell Depth: 3' 3" (39D Top of Form Waterlines NOTES 1. SHUTTLE DIG ACCESS ON LEFT SIDE OF PROPERTY 2. 48 SF 5UN5HELF WJ (1) L.D BUBBLER & s UMBRELLA SLEEVE _ 3. 2 LF OF +6" RAISED BEAM & 5 LF OF I_K R,�TSED BEAM W/ (1j36" SHEER DESCENT CqLE ALL SIDES) 4. 0" — 12" HIGH RETAINING WALL ON ALL 3 SIDES OF EXTENDED PATIO AREA 5 L(` x 29` E�90 SFj COMPOSITE ROOF �(2) PRE —WIRED FAN BEAMS & FOOTER .. BY SCP 6. POOL SAFETY ALARMS NEW PERIMETER FENCE & RELOCATION OF AlC UNIT BY OWNER JOB SITE DESCRIPTION Parcel ID: 32-25-21-0040-01300-0080 Subdivision: SILVERADO RANCH PHASE 10A Block:13 Lot:8 County: PASCO SHALLOW END DIG CREW uuueuai 3' 9" SHOTCRETE wara�u DEEP END 5191, 5' 3" POOL BENCH 27" 21 " SUNSHELF/TOP STEP 15" 9" 2ND STEP 19" 3RD STEP 4TH STEP 29" 39" SPA STRUCTURE POOL X:N BEAM: 10" WALLS: 6" FLOOR: 6" POOL SPECS Pool Size: 14' 6" x 28' 0" Sq ft: 397 Per: 85 LF Depth: 3' 0" - 5' 0" Internal Area: 711 SF Gallons: 8.298 Steps: YES (3) = 16.5 LF Hand Rail: N/A Sun Shelf: 48 SF Beach Entry: N/A Swimout: 5' 6" LF Bench: 21' 6" LF Ladder: N/A Standard Bubbler: N/A LED Bubblers: (1) IN SUNSHELF Waterline Tile: 6" x 6" (NGBB-668) = 85 LF Jewelry: N/A Tile Chips: N/A Coping: 12" x 24" TRAVERTINE (SCP BLEND) = 85 LF Interior: MINI PEBBLE - WHITE Skimmer: (1) Drains: (2) PENTAIR 8" ROUND Returns: (3) Vac Line: (1) Auto -Fill: N/A SPA SPECS Spa Siz A _ Sf: N/A er In/Out: N/A Raised: N/A Je /A S Steps: N/A an( Waterline Tile: N/A Jewelry: N/A Tile Coping Material A Interior: N! N/A Drains: N/A DECK SPECS SPA-SHOTCRETE Deck 1 Sf: 1,206 (NEW) CROSS SECTION Deck 1 Type: 6" x 12" TRAVERTINE (SCP BLEND) -- � Deck 2 Sf: 140 (TOP EXISTING) -._L Deck 2 Type: 6" x 12" TRAVERTINE (SCP BLEND) Footer: N/A Wall: 40 LF OF 0" - 12" HIGH B_ Raised Beam: 2 LF OF +6" & 5 LF OF +12" (TILE ALL SIDES) Deck Drain: 2" DECO LF: 49 LF Color: MATCH DECK SPA DEPTH: EQUIPMENT TOP OF FORM TO OP OF BENCH: A BENCH WIDTH: B Pool Pump: PENTAIR INTELLIFLO VS Hp: 3.0 TOP OF NCH TO SPA FLOOR: C Pool Filter: PENTAIR CCRP Size: 200 TO OF FORM TO SPA FLOOR: D Heater 1: HOOK UP ONLY BTU: N/A J - TOP OF FORM TO CENTER: NG / LP / Electric: N/A Aux Pump: N/A Hp: N/A Aux Filter: N/A Size: N/A Heater 2: N/A BTU: NIA Sanitation: PENTAIR SALT Pool Lights: PENTAIR NICHLESS LED QTY: (2) =01 Spa Lights: N/A OTY: N/A Standard Home Run: N/A Pre -Wired: N/A sra - w Control: N/A %` ---e Switch: REMOTE SWITCH (VERIFY EXACT LOCATION) ,� PIPE SIZES wo POOL DRAIN: 2" SPA DRAINS: N/A tl� SKIMMER: 2" JET WATER: N/A I' VAC LINE: 2" JET AIR: N/A POOL RETURN: 2" SPA RETURN: N/A BUBBLERS: 2" FEATURES: 2" < nt�n Vo Z171 a) I'll c) m r) -n CD 0 (D v co "J a 0 'j > cn < CIO 0 3 _0 0 > 0 0 'A: M 0 N 0 M CA 0 ON m 6 3: Z Yf -4 r, M Z rp CAd cn 0 > PLOT PLAN DESCRIPTIONJAS FURNISHED) i iOT 8, BLOCK 3, &LVERAFRA�N&� SUBDIV,!SION '-"HASE IGA A'S RLICORDED "IV PLAT B0,0K 80, �AG�(S) 07-112, 1-'F '�HEPUBUC RE"'OR'DS OF'PASC-1 COUNTY, FLOR4, C"ove 7'tbf� i '5R cu" t c 1 2 04� �155,0V� 5-216! N68-'-I'3'5-E 8 I" 41'� )�y x-, A" -V'�O 04"t4I' Av -"A S, LOT 7 BL""CK 13 H-R,H01W1N'0q0 I BUILDING SETBACKS FRONT: 20' REAR: 15' SIDE: 5' (50' LOTS) 7,5' & 60' WIDTH I O'S" S E, STREET? 15' NOTES: i E1,EVATIONS SHOWN ARE PER ;0' GRAD4Nc, PLANS PROVIDED BY THE CLIENT. 2 EJEVATION'S ARE BASED 0,14 NAVD 148i,T DA TCiM, 3, FOR AL,L LOTS *4ERE SIDE - YARD SE BACKS ARE LESS 7)-IAN 7 50 FEET, A, Ad AC 5 Do FOOT WDE DRMNAGE AND ACCESS EASEMENT iS FLFQU3RED PER PAI.500 COUN'Y LAND DEVEO."MMENT CCOE TKS, PLOT KAN t5 :F17ENDED FOR PE &VITNO R 1, ES C ON ONLY �45 aNOT �NTFNDCCI VOR FHE CCNSTP;,jTI OF TvIE PROP0,5FO wX)SE REFER TO HI)OSE, AND OPTION olif FOR CONSTRUCTION, Alt HkUtl,D,NG rFt HAOK k,1NES ',50TOWN Tt[,RLPN I$ PER DATA FIj$R'NtSHcD BY C1JEN' AND IS rOR1 iNcORMATIONAL PLIR�IOSES M"Y' I 11CIPIRMA si saw-A1,21110111114 t tfAVE EXAMMEC' THE F t,9,M MAP NO, 121QU,02"F, DATED Sfy"EMKCR 262W4, ANO VOLINO THE %19XO� PR,VfR�y APPEARS_ TO LfE N ZONE 'X', AREAS OftERWNED TO BE CLI'SIDE 'r�E 0,2% ANNUAi, CHANCE FLOODfI'LAM THE SURVVYOR MAKES NO GIJARANTEES AS 70 TtiE ASOVE INFORMATION, PLEASE CON'AC- T�IF iOCAL F F m A AfFNT FOR WIPFICATIlTN' F SEARING BASIS 5tARtNGS SHOAN t,EREON ARE SA5JOI ON ','+E CENER,,-NE OF IRON' C,0URl BEING N",134'04k PER P,,A' I V'111 T'l 'i At t. .r fir,,..30 F FED 20,0647 LQT 8, Ot, B1,0CK 13 ON LOT CALCULATIONIS LOT 8,047 SQPT' UVING AREA 1,460 SO, f- T, t,APAGF 103 SO FT EN'R, I 12 SO. VT, L ANAP 0 4Q. PT, PATIG 140 SO, FT, oRtVfWAY 7 36 SO FT A,/C PAD 12 S' W T, WALKWAY 34 SC,. FT. VIIERVIOCS k 40% 319-7 SQ-. FT, Sit 4,8501 SO, FT, OFF LOT CALCULATIONS RIGHT OF 'WAY 221 s1:1 FT. DRIVIL APRON 60, SO FT pt"61,'S,"'w 131 SO, FT, s"I'M 24 SO, FT. TOTALS AREA 8.268 SO FT, DRIVFWNY ?96 SO FT. SIDEWALK 171 50, FT. SOL, 4 '874 SO V T . BOLDNC SETBACK LI.^Z CENTERLINE PV,�Hl OF *&f 1,NF, PR"-'P.�SED ELLYATION P;',)P>,YEO I)RAINAiE --LCW c-INCIPLIT, NA IE-= F::;?,' I C,Al - U F, &MAPPING INC. � ILZATtON NUMBER LB#639.� f�'RTVCATION QV AiJITHOR J141 VAGt171, RQVILEVARID, Sl 7, 0)0 ORLANDO, V'�QROA 32-R03 (40-7),- 7974 , 426 PC - PT RP PRrTT CS pt3 pc11.5I SO FT VL' m A- F i R v, D&LIE FIDE PFJ E ORA 0 h5 30 F-AAq m POINT ,F It4TER$EC-CIN PONT 0 IA`LJRT PO:� JRVNT OFF TANGENCY RAD10 Ov I rOINT Of KVRSE clip"MIRE POINT -,F OOMPOJNIII CURVATVRE JPFAL ,'OFACREIE SLAB PEP P1,41 P,t,AT 5,,7KH� FI`Gc$ FEET fFz-KPAL MANAGEVE4T A,17[FcT v - �*D IN5,UR4NC,E RATE. MAP KPIK�AL t1.O0L!1-" VE�IF_`AL '-'LV CPAINI,CE & UT'jj7r EA5FMEN? PPIVATr PRAINACC EASEMENT PUBLIC 011UTY EASEMENT 1, D4F, SURF'EYOR HAS NOT AB9'RAC'ED THE LAND SHOWIN HZRFON FDR CASEVENT 'S, RIG"- U �F WAY, RESTRTONS OF RECORD WHICH MA" AFFECT HE TITILE OR USE OF 14F LAND. 2 NO _fNDERGROUND iMPROVEMFNITS 4,AVF BEEN LOLCATE-; EXCEPT AS SHOWN NOT VAIinW TFR l 1 h-,E 4U7HENTIC ELECTKWC SIGNATURE AND F,IE AUTHENTIC EIEC RWSEAL OF A FLDAMA L,:ZA'NSED AND MAPREP '4 FOR THE - -------- ---------- ---------- JAMES W, ROLF�VANN PSkt# 648� DATE I I 0 0 0 z