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Home My WebLink About21-3398City of Zephyrhills 5335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 B R-003398-2021 Issue Date: 01/25/2022 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. 'I'll, 117111191 1 liffli T 11 :Il:1 I 1 111111111 � "' - 11 . . 0 r1,-3BTA= 23131�� 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. C N CT S1 RE PEIMIT OFFICEt) IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION V1 L Building Department NZHMMM kul Fax-813-780-0021 "�3 e" 149& Fee Simple Titleholder Name NUMEM M. I - - Mi I JOB ADDRESS SUBDIVISION WORK PROPOSED PROPOSED USE NEW CONITR ADDIAIT INSTALL REPAIR SFR Comm BLOCK E] FRAME M almalam Owner Phone Number 0 OTHER STEEL v 0 DESCRIPTION OF WORK J� -10 A 9 1-T wc, %AW%G4-e, vr_- IQ*% wecs", L 3 �fIGHTtfE S BUILDING SIZE SQ FOOTAGE =BUILDING VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL 00 =Oi— AMP SERVICE PROGRESS ENERGY W.R.E.C. =PLUMBING EX KS =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS ROOFING SPECIALTY OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NOC NNW Address ELECTRICIAN SIGNATURE' Address PLUMBER COMPANY®flrolbWA )bL'5 " I'a -5 SIGNATURE REGISTERED Address a License# MECHANICAL COMPANY E FEECURREP, Y/N _ SIGNATURE RFGISTERED Address License# OTHER COMPANY SIGNATURE REGISTERED YIN FEE CURRO, Address License #E==== 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 Fonns. R-O-W Permit for new construction. Minimurn ten (10) working days after submittal date. Required onsite, Construction Plans, Stormwater Plans w/ Silt Fence installed, Sanitary Facilities & 1 dumpster. Site Work Permit for all new projects. All commercial requirements must meet compliance SIGN PERMIT Attach (2) sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill 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 (Plot/Survey/Footage) Driveways -Not over Counter if on oUblic'roadways., needs ROW MINIM, MMMUMNA" Permit No. Property Identification No. 25��_ �_o ;5Z 313 011HIRM-3, j iY LDescription of property ( a) Street Address: 2.0eneral description of in 3,Owner Information a) Name and address: Sj=w b) Name and address of fee simple c) Interest in property 4.Contractor Information a) Name and addre b) Telephone No.: 5,Surety Information a) Name and address: b) Amount of Bond: c) Telephone No,: 6,Lender In ammummm a) Name and address: -Phone No. 7, Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served: a) Name and address: b) Telephone No.: Fax No, (Opt.) 8.In addition to himself owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713 . 13 (1)(b), Florida Statutes: a) Name and address; b)TelepboneNo.- 1: Fax No. (Opt) 9.Expirstion date of Notice of Commencement (the expiration date is one year from the date of recording unless a different date is specified): WARNING TO OWNER- ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPYRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CTIAPTER 713, PART 1, SEMON 713.13, FLORMA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST 13E RECORDED AND POSTED ON THE JOB SFFE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT YOUR LENDER OR AN ArmRNFY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE COMMENCEMENT. STATE OF FLORIDA COUNTY OF PASCO I re of.Owmer or Omzer's AuthmitoreeriDirector/Pamer/Managor PflntName s day of by The foregoing instrDment was acknowledged before me tKii —6t, 20P --C as (type of authority, e.g. officer, trustee, attorney in fact) for (name of party on behalf of w ent was executed). �Perso :ally EKnow—�n;)(OR Produced Identification Notary Signature Type of Identification Produced Verification pursuant to Section 92.525, Florida Statutes. Under penalties of perjury, I declare that I have read the foregoing and that the facts stated in it are true to the best of my knowledge and belief. zmzzms� Sig..,. fN..] P... Sipri.& Abow Notary Public Stof Florida te Glennis M Dana iels My Commission HH 010M Expires 07/08/'2024 • r � e•�R Woo) 3, k g a) a � L Pe) s Co Z , q g G? R .d.. , .d < s, PENTAIR TDH CALCULATOR STEP 1 POOL SPECIFICATIONS STEP 2 SELECT EQUIPMENT STEP 3 TDH CALCULATION STEP 3 OF 3: TDH CALCULATION Setected Components F E W�I= SELECTION QUANTITY ICHLOR 30 4dr 2" X 2.5" 2 WAY VALVE MAIN DRAIN j PLM 3/4 INCH RETURN Pump SELECTION / MODEL 0 SUPERMAX VS, Piping MAXIMUM PIPE VELOCITY (FT/SECT (CONSULT YOUR LOCAL CODE) ■ ■ 90 DEGREE ELBOW TEE BRANCH TEE THROUGH I Ell 0 SUCTION OUTLET 8 DISCHARGE 8 INLET 170.00 DISCHARGE 180.00 QUANTITY NLET 24 XISCHARGE 2 2 INLET 2 DISCHARGE 3 INLET 1 DISCHARGE 4 Resutts. Your TDH Cad utation Max Row Rate at Max RPM - Head Loss at Max Row Rate at Max RPM- Emu= Discharge Piping- Ftow Rate at Setected Pump RPM - Head Loss at Setected Pump RPM: W= � 9M 40.79 GAUMIN 0 10 20 30 40 50 VOlUrnetric Flow Rate Clean System Curve Pump Curve Desired Operation Po I L9141141MV11#1 imm 00 UNDERWATER SEAT (OPTIONAL SWIMOUT OR LADDER) FOR ALL DEPTHS > 5 FT. 0 NOT DESIGNED FOR DIVING OPTIONAL HANDRAIL LUMINAIRE 0 STEPS IN SHALLOW END MIN. BELOW WATER = 18 IN- % (OPTIONAL LADDER) , & 1--P A GENERAL POOL P LIMA N N.T.S. WATERLINE (DEEP END) 3 a" Max SKIMMER (REQUIRED IF SPA HAS INDEPENDENT FILTRATION SYSTEM) INLETS ISM SPILLOVER SUCTION INLETS TAMPERPROOF (SEE NOTES) • INLETS FROM TO FILTER PUMP PLUMBING SPA PLAN N.T.S. WATERLINE (SHALLOW END) as 6" R MAX z 7 :L 6' MIN. POOL SECTION DETAIL N.T.S. PAVERS OR 4" DECK DECK FINISH AS FIBER REINFORCED CONCRETE PER CONTRACT 3,000 PSI MIN. (NON -SLIP) 1-7-1 81, RE FOOTER(OPTONAL) WITH (2) #3 BARS BOND BEAM (OPTIONAL) WALL AND FLOOR: MIN. THICKNESS = 6" MIN. 3,000 PSI CONCRETE #3 BARS ON 12" CENTERS EACH DIRECTION, TIE ALTERNATE INTERSECTIONS, MIN. OVERLAP MIN. CONCRETE COVERAGE ON STEEL = 2" IN ACCORDANCE WITH ASTM A615 & ASTM Cl I I 1AWN WW" u q.41111001 iz ll IflVal m FROM TO POOL/SPA DECK, BOND BEAM, WALL & FLOOR FILTER PUMP N.T.S. • DESIGN, CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF ANSI/APSP/ICC3; ANSI/APSP/ICC4; ANSI/APSP/ICC5, ANSt/APSP/ICC6, AND ANSI/APSP/fCC 7, • THE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALI 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 SHAI, LOW END WHERE WATER DEPTH EXCEEDS 24 IN. 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. PLJMP(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 CIROCULATION 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 OUTt ET VELOCITY MUST COMPLY WITH ANSI/ASPs/ICC 7. • RESIDENTIAL SWIMMING BARRIER REQUIREMENTS SHALL COMPLY WITH R4501.17. • WASTE WATER DISPOSAL REQUIREMENTS S14ALL 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 SHALL BE NOT BE REMOVABLE WITHOUT THE USE OF A TOOL. f4awt-111 I SKIMMER CLEANER LINE FROM FILTER IF PRESSURE CLEANER TO PUMP IF SUCTION CLEANER A _L�7;LIUIMBAING POOL PLAN99 azpr_u • THE MAY-MIATER DEPTH SHALL BE 4 FT • VIAX. SEAT DEPTH SHALL BE 28 IN • MAX FLOOR SLOPE (I 12). • STEPS, SEATS, LADDERS, OR RECESSED TREADS SHALL BE PROWOED FOR DEPTH GREATER THAN 24". • STEPS SHALL HAVE TREADS FAIN. HORIZONTAL DEPTH OF 10 'NA AND UNOBSTRUCTED G SURFACE OF 24, IN' RISER S _RS SHALL HAVE A MAX.- UNIFORM HEIGHT OF 12 IN; BOTTOM RISER HE =S, ALL TO VARY. • OPTIONAL HANDRAIL SHALL BE 'NSTALLED 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 F_NT`,,RE WATER CAPACITY AT A MIN. OF ONCE EVERY HO-JR • ?.AAX- TEMPERATURE OF 104 DEGREES -F • CIRCULAT',ON SYSTEM PIPING SHALL BE SUBJECT TO AN INDUCED, STATIC HYDRAULIC PRESSURE TEST AT 25 PSI FOR 30 POINLITES OP. AT THE TEST CONDITION SPECIFIED BY THE AUTHORITY HAVING "UR'SDICTION. - ELECT RCAL EQUIPMENT WIRING AND INSTALLATIOIN, 0NCLUDING THE BONDING AND GROUNDING OF POOL COMPONENTS SHALL COMPLY WTH CHAPTER 27 OF THE FLORIDA BUILDING CODE — BUILDING & NEC 2017. . A RECEPTACLE IS REQUIRED NOT LESS FHAN 6 FT AND NOT MORE THAN 20 FT FROM POOL WALL - ALL RECEPTACLES WITHIN 20 FT OF POOL WALL SHALL HAVE GF0 PROTECTION- - OVERHEAD POWER OR RECEPTACLE ABOVE POOL OP. WITHIN 5 FT FROM POOL WALL MLLST BE =NSTALLED AT LEAST 12 FT ABOVE INATER LEVEL - UNDERWATER LUWNAIRES MOUNTED IN WALLS SHALL BE ?,%STALLED WITH THE TOP OF THE LUPANALRE LENS NOT LESS THAN 18 N BELOW THE NORMAL WATER LEVEL OF THE POOL. "006"S 9 141w-"* wit'll ANSI/APSP/ICC4; ANSI/APSP/ICC5, ANSI/APSP/ICC6, AND ANSI/APSP/ICC 7. M/ 0 N$ z D U K E ENERGY. WIC # 43680169 January 25, 2022 Hometown Pools & Pavers LLC hometownpoolsandpavers@gmail.com Subject: 38533 ALPHA AVE 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, q Ryan Flaherty