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Home My WebLink About22-44056335 Eighth Street Zephyrhills, FL 33542 Phone: (813) 780-0020 Fax: (813) 780-0021 GR-00440 Issue Dat 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 rom other governmental entities such as water management, state agencies or federal agencies. I 19''111119 111! 111111! 11111111! 111 ilillIillill:lIill 11111111 1:11 1 111111 111111 111111 11 I ur-Em= 23131�� accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.6. klO OCCUPANCY BEFORE C.O. /n 1, CO C� N CTOR SIGNATURE L--AqOFFIC�� PE IT E PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER 813-780-0020 rl R.< Fee Simple Titleholder Name City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Phone Contact for Permitting Owner Phone Number c " t Owner Phone Number Owner Phone Number Fee Simple Titleholder Address JOB ADDRESS t LOT # SUBDIVISION PARCEL ID# (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR INSTALL ADD/ALT REPAIR SIGN DEMOLISH PROPOSED USE SFR COMM OTHER PE OF CONSTRUCTION BLOCK FRAME STEEL DESCRIPTION OF WORK 104400 1, S V;26, / & vet" , BUILDING SIZE SCE FOOTAGE = HEIGHT ::= BUILDING / ,2 VALUATION OF TOTAL CONSTRUCTION ELECTRICAL $ y AMP SERVICE PROGRESS E R r 17�i� PLUMBING e z MECHANICAL GAS ROOFING [� FINISHED FLOOR ELEVATIONS VALUATION SPECIALTY = OTHER FLOOD ZONE AREA =YES Gerw F NOAl 4�' ) � i€ BUILDER COMPANY t i SIGNATURE REGISTERED Y / N FEE GURREN Address License # -114576,5-0 Ntujt ELECTRICIAN / COMPANY SIGNATURE REGISTERED Y / N FEE GURREN Y / N Gt # 1 a oo i -7 Address c License PLUMBER COMPANY SIGNATURE REGISTERED Y / N FEE GURREN Y / N Address License # MECHANICAL COMPANY SIGNATURE REGISTERED Y / N FEE GURREN Y / N Address License # GTFIEI2E=== COMPANY SIGNATURE REGISTERED Y / N FEE GURREN Address License # t�!E31�lEt��I�IF'IIII�t�II111fI�If; 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/ Silt Fence installed, Sanitary Facilities & 1 dumpster; Site Work Permit for subdivisions/large projects COMMERCIAL Attach (2) complete sets of Building Plans plus a LL fe Safety Page; (1) sell of Energy Forrns, R-O-W Permit for new construction. Minimum 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) contractor)someone required)OVER THE COUNTER PERMITTING (copy of contract UpgradesReroofs if shingles Sewers Service 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings, change of use in existing buildings, or ex5aansion of existinq buiIdines,,_aa_5_qecified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersiened also understands that such fees, as may be due, will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a 'cercate of occupancy" or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due, they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW (Chapter 713, Florida Statutes, as amended): If valuation of work is $2,500,00 or more, I certify that 1, the applicant, have been provided with a copy of the "Florida Construction Lien Law —Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the "owner", I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. V 11F N V10 other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of pen -nit issuance, or if work authorized by the permit is suspended or abandoned for a period of six (6) months after the time the work is commenced. An extension may be requested, in writing, from the Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for the extension, If work ceases for ninety (90) consecutive days, the job is considered abandoned. . ... ... ..... . ... ...... . .. ...... . ........ Ow OWNER OR AGENT Subscribed and sworn to (or affirmed) before me this — b Who is/are personally known to me or has/have produced —as identification. Notary Public Commission No. Name of Notary typed, printed or stamped '4�A46ft CONTRACTOR__ZA��/��&�C' Subscribed and sworn (I r affirm d) before WIthis b tag ,_WK06 TM ursonallyr has/have produced as identification. Notary Public , Cam silo o. -rcu Name of Notary typed, printed or stamped PLOT PLAN DESCRIPTION:(AS FURNISHED) LOT 9, OAKS OF PASCO AS RECORDED IN PLAT BOOK 80, PAGE(S) 113-118, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. ON LOT CALCULATIONS LOT - 5,250 SQ. FT, LIVING AREA = 1,651 SO, FT. GARAGE - 416 SO, FT. ENTRY - 100 SQ, FT. LANAI = 260 SQ, FT. PATIO = 0 SO. FT, DRIVEWAY = 328 SO. FT. A/C PAD - 9 SO. FT. WALKWAY = 30 SQ. FT. IMPERVIOUS = 53% 2794 SO, FT. SOD = 2,456 SO, FT. OFF LOT CALCULATIONS RIGHT OF WAY = 400 SQ. FT, DRIVE APRON = 57 SO, FT. PUBLIC S/W = 250 SO. FT. SOD - 93 SO, FT. TOTALS AREA - 5,650 SO, FT. DRIVEWAY = 385 SO, FT. SIDEWALK = 280 SO, FT. SOD = 2,549 SO. FT. FRONT: 20' REAR: 10' SIDE: 5' SIDE STREET: 15' NOTES: BUILDING SETBACK LINE'. 1. PROPOSED ELEVATIONS SHOWN HEREON ARE BASED — — -- CENTERUNE ON THE APPROVED ENGINEERING PLANS PREPARED RIGHT OF WAY LINE BY CORNELISON ENGINEERING & DESIGN INC. 2. ELEVATIONS ARE BASED ON NA 1986 PROPOSED ELEVAT c»v DATUM. PROPOSED DRAINAGE FLOW THIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES CONCRETE ONLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF THE PROPOSED STRUCTURE. THE CONTRACTOR AND/OR A/C ASR CONDITIONER OWNER ARE REQUIRED TO VERIFY ALL SETBACKS, BUILDING S/W SIDEWALK DIMENSIONS. AND LAYOUT SHOWN HEREON PRIOR TO ANY CONSTRUCTION, THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAM44ED THE F.I.R.M, MAP NO. 12101C0452F. DATED 9/26/2014..AND FOUND THE SU8,lECT PROPERTY APPEARS TO UE IN ZONE `X". AREAS DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL ANCE FL, LAIN PER LOUR CASE NO. 20-04-2810A, DATED 05/14/2020. THE SURVEYOR MACES NO GUARANTEES AS TO THE ABOVE INFCAMKnON. PLEASE CONTACT THE LOCAL F.E.M„A. AGENT FOR 1ERWICATION, BEARING BASIS: BEARINGS SHOWN HEREON ARE BASED ON THE CENTERLINE OF HIGHLAND MEADOWS COURT BEING N57'ON31'W, PER PLAT. (FFLLI DATE.,) $GALL." - 30 FEET APPFot`FQ BY: JOE)NO. 191105 LOT 9DRAWN BY: RM I3 viiimEl�mili �i 30' GO RA,PNI^, °i A( E s 1961—�� PI POINT OF INTERSECTION PC POINT OF CURVATURE PT POINT OF TANGENCY RP RADIUS POINT PRO POINT OF REVERSE CURVATURE PCP PERMANENT CONTROL POINT TYR TYPICAL GS CONCRETE SLAB (P) PER PLAT (C) CALCULATED PD PLAT BOOK ROD PAGES SO, FT. SQUARE FEET F.E.WA, FEDERAL EMERGENCY MANAGEMENT AGENCY F.I.R. C FLOOD INSURANCE RATE MAP NAVD NORTH AMERICAN VERTICAL DATUM SSE SANITARY SEWER EASEMENT OF DRAINAGE. EASEMENT HE UTILITY EASEMENT SURVEYOR NOTES: 1. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OIL USE OF THE LAND.. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID WITHOUT THE AUTHENTIC ELECTRONIC SIGNATURE AND THE AUTHENTIC ELECTRONIC SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. 1 t by gr;M3 f G> F`ft l +e..vstt t�ht,r Jl, rµF4 ri , l+Uziand�.. „fiRt F.a^AN $ORVEYIN6 U MA PPttee'.i. INC, rre k3 NII.C4ti')d, >a a t et�:r,, r •. „ FOR e7 THE .TAMES W, BOLEMAN PSM,# 6485 DATE INSTR# 2022188343 OR BK10678 PG3712 Page 1 of 1 08/25/2022 08:32 AM Rapt: 2496100 Rea 10.00 DS: 0.00 IT: 0,00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk & Comptroller Permit No. P .11 D N A§ -,_Z 1 0 NOTICE OF COMMENCEMENT State Of L Countyof—Amic-0— THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property, and in accordance with Chapter713, Florida Statutes, the following information is provided in this Notice of Commencement 1 Descaiption of Property'. Parcel Identification Z General Description of Improvement 1 Owner Information or Lessee information'tif the Lessee contracted for the improvement a ame 31; (,Q JTLPAAnlj� -N Address 1 City state Interest in Property: Name of Fee Simple Titleholder (if different from Owner listed show) Contras Telephone No.: Lj��77 aty '9W—te City State Address city aisle Amount of Bonct: Telephone No.: 6. Lender: Name Address CRY T Lender's Telephone No.: 7. Persons within the State of Florida designated by the owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)17), Florida Statutes: MM Telephone Number of Designated Person: 8. In addition to himself, the owner designates Of — to receive a copy of the Lienoes Notice as provided insection 713,13(1)(b), Florida Statutes, Telephone Number of Person or Entity Designated by Owner. 9Expiration date of Notice of Commencement (the expiration date may not be before the completion of construction and final payment to ft contractor, but will be one year from the date of recording unless a different date is specffled� WARNING TO CWNER� ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1. SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of penury, I declare that I have read the faregoing notice of comme ent and that the facts stated therein are true to the best of my knowledge and belief. STATE OF FLORIDA COUNTY OF PASCO or Lessee, or Ownees or Lessee's Authorized I artRer/Ma CATHERI?,E E FA,KNER nager Notary Public - State Of Florida Co-omSmn # HH 185356 my Comm. �xvjres Oct 12, 2025 a':rcec throLghladwal, Notary Aun- 319natory'slill �(Xfice TheforegoingEm a:.sckniewied..db.Mth...thL�./� dayof 20U—ty as of authority, e.g., officer, trustee, aftomey in bad) for (name 0 m ins was executed). Personally Known 0 qR- Produced Identifiration Notary Sigrurturme Type of Identification Produced 6L-OL�10-1 �142f 0Iq-IQme (Print) Ij Im wpdatalbcstnotic menceryr, oc053048 MASONRY WALL & FOOTING SCHEDLLE FCC TERi FOOTEIR, VERT. BAR BAR FOOTER LENGTH SQ, I-N. H T A B REINF. A B A 1 128 21-011: 811 4 F -4" 45 Ca) 96" O.C. 2-95 #5 A 1 160 T-8` 12111 611 11-9" P, �35"O.C.: 15 @ 2-115 #5 B 1 208 31-011 1211 8" F- I 1 45 a, 2411 O-C� 245 #5 C 1 320 31-611 12 15443'-5 #5 c 18" O.C. 245 #5 B 11.113, 3810 41-0" 12" 15" 3'-7 45 12" OC- 245 #5 CLEAN/ COMPACTED SOIL xx 8" MAS, WALL W/ TYPE 'S' MORTAR (F°M= 1,350 PSI) VERT. REINF. V-6" #5 DOWEL @ EA. FILLED CELL Ilk (WALLS OVERX-0") A BAR W@ V-6" O.C. 17- \ 311 CL. B V''"', BAR 'A'CONT. TYR. 1111,11,11, 111,111, / TYPI CAL WALL SECTIO N SCALE: Not to scale COMPLIES WITH FLORIDA BUILDING CODE, 7TH EDITION (2020) STRUCTURAL DESIGN CODES: 1. FLORIDA BUILDING CODE, 7TH EDITION (2020). 2. ASCE/SEI 7-10 CODE NOTES * TIE ALL STEEL TOGETHER, LAP [WALL & FTG.] 27" MIN. * ALL CONCRETE SHALL BE MIN. 3,000 PSI ® ALL REBAR SHALL BE MIN, GRADE 60 * PROVIDE DRAIN WEEPS 25"O.C. MAX * PROVIDE A CONSTRUCTION JOINT 50'MAX. ® PROVIDE AN EXPANSION JOINT 75'MAX. ® LATERAL SOIL DESIGN PRESSURE +45 PSF ALL WORK SHAU Y,, UMT-vUl r—n-- A CMDES -FILOROA BUfl, DING CODE. N AI I .viz " A 1- t- Lim `-- Hriil C, C01 DE, Ai D T H E lr;v 0 z E--,' p - I! v R; i I I —H LL ORDINANCES 'AUG 0 2022 w-, E R H` PLAN Ek,--A-,kk1Av41NEF co 1- 19 -4 z > 0 uo- 4 z z ry uj z uj 471. % :D 0 0 0- W Ld W I I 0 z z LLI CC Ld 0 1 m - LLI 0 Z 09 u N ---------- ITEMS NOT INCLUDED Remove fence as needed for access and replace. Remove trees, andscaping, and gfind stumps as needed Cap irrigation and re-rout/fix heads when complete. Driveways, sidewalks, and pathways repair. Upgrade existing electrical service or panel Gas lines and hook-ups Sod replacement and landscaping DESIGNER: Adam Washburn - DATE: AgL� �22 CUENT: DATE: 3ft, 8ft, B" M sn 8ft. 8m, rojn-~ VAth bubbler & umbrella holder NSRF681 COPING 12x24 & 16x24 ChaEqq0_qE!!y_ GROUT: 119 qyqtE_ COPING GROUT. _ 108 Natqra!gK�� K MATL.* Silver Mist Leathered Marble rERN: - French - DECK DRAIN: White - ES: Hide stainless steel skimmer cover with Silver Mist -Ieathered marble 1p!�!y_ MR" 4' Shear waterfall on raised beam 2 Standard deck jets ITEMS NOT INCLUDED Remove fence as needed for access and replace. Remove trees, landscaping, and grind stumps as needed Cap irrigation and re-rout/fix heads when complete. Driveways, sidewalks, and pathways repair. Upgrade existing electrical service or panel Gas lines and hook-ups Sod replacement and landscaping DESIGNER: Adam Washburn _ DATE: ��2 CLIENT: DATE: 5ft. 5ft. 8ft. Sin. 4f4. Sin. 8ft, 80. ADDRESS: CITY: __?tpNLrhilIs ZIP: t EMAIL: Ov LOT., 9 BLK: SUR: Oaks Of Pasco BOOK: 80 PAGE: 113 LOCATION: Pasco GATE CODE: ____Ipen POOL & SPA SPECS POOL SIZE, r f SUNSHELF: Per Plan BUBBLER: !no UMB SLEEVE inc SKIMMEI�-_2- SPA SIZE: FJETS:SLOWERFLOOR „, O _.A INTERIOR Pebble DECK SPECS tKystal CLEANING & SERVICE KIT: Inc AUTOMATION- Omni PL w/ App SHELF LIGHT: ColorLo ic LED 160 ELECTRICAL HOOKUP: pool/spa 2nd PUMP: 1.5 HP SCREEN ENCLOSURE SQFT ROOF: 622 SQFT WALLS: 750 WALL HEIGHT: _10' EAVE WIDTH: 12' ROOF TYPE: Mansard COLOR: Bronze GUTTER.- 5" -DOORS: 2 ALUMINUM ROOR GROUT: 119 Oyster COPING GROUT: 108 NatqRtgr�!� " MATL: Silver Mist Leathered Marble ERN: French DECK DRAIN: White �S: Hide stainless steel skimmer cover with Silver Mist -leathered marble iqlAy OPTIONAL 12V LIGHT W;1"RANS y;" BRASS OR PVC (SF'F N(TES) SWIM -OUT OR LADDER REQUIRED (GR/11118 CU) WHERE DEPTH OVER i 5' DEEP (SEE NOTES) - FLOW THRU SPA NO SKIMMER SKIMMER TYPICAL GR FOR H` 3 REB AR, TOUT WITH 48 CU TO PUMP OPTIONAL DECK WI I %" PITCH IN 10' NO [.IMITATIONS TO SHAPF EXCEPT FOR DIVING ENTRY REQUIRED (SEE NOTES) j RAIL OPTIONAL GENERALPOOLPLAN }" Pain EXCEPT FOR SLOPING ENTRIES T-J)"Max, WATER LINE, EXCEPTION_ ROPE AND FLOATS INSTALLED IF y. I ESS THAN 4`-6" 3 Max. IF 7 Max. SEE NSPI 5 RE: —� HANDHOLDS s° Max. Radius t IA i 1.0" M_ 8' Min. TO SLOPE CHANGE S13836, 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF/8 AWL. 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 ALTERNATIVE OR EQUIVAI:ENT TO COMPLIANCE WITH s. 68026(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR 4" DECK 1:00IING 3 000 psi (Min) CONC DECK FINISH OPTIONAL W 3 BAR, 30" 0 C PER CONTRACT OR FIBER MESII F (NON -SLIP) —�—,-I— POOL FINISH I I PER COti FRAC-I 8 X 8" FOOTING BEAM &. "7" BAR W/(2) l:3 BARS OPTIONAL 8�� OR(1)#5BAR 6 gyp— FINISH3/° MARCITE OR EXPOSED 6' Min. WALL &. FLOOR THICKNESS 3 000 psi (MIN.) CONC. 03 BARS ON AGGREGATE 12 CENTERS EITHER WAY, TIE ALT. INTERSECT IONS IS MIN. OVERLAP. 2" MIN COVERAGE ON STEEL W/CONC. TO ASTM A] 5, AI6. ASTM A30-5 Structural subject to suitable soil conditions, POOL/SPA, DECK, BEAM, WALL, FLOOR N.T.S. RAIL SKIMMER REQUIRED_ FOR SPA WITH INDEPENDENT FILTRATION SYSTEM STEPS > MAIN DRAIN REQUIRE CIRCULATION LINE(TAIMPERPROORSITNOTES) > LIGHTING & BONDING SAMEAS POOL > NO LIMITATIONS ON SHAPE GENERAL SPA PLAN N.T.S. BEAM NOTCH -OUT OR CUT-OUT FOR SKIMMER SKIMMER 6 0 9 --3" MIN. STEEL COVERAGE \... POOL SHELL STEEL #3 BAR 0 12" o,C.E W BEND REBAR AROUND SKIMMER NOTCH -OUT FOR CONTINUOUS BEAM (2) #3 BARS FLORIDA BUILDING CODE R4501 SPECIAL SPA REQUIREMENTS: 'Ft IE POOL CONTRACTOR IS RESPONSIBLE. FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL IN ACCORDANCE WI1'II ]'HE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALL, BE SCH. 40 PVC, NSFpw, MAX, PRESSURE VELOCITY IO FPS, SUCTION 6 FPS. THE POOL. PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITH THE INFORMATION REQUIRED SHOWN. MAIN DRAIN PLUMBING SHALL BE TWO DRAINS SEPARATED BY 3' WITH APPROVED ANSUASME A] 12,19.8,2009 COVERS. AS AN ALTERNATE THE APPROVED DRAINS MAY BE PLACED ON DIFFERENT PLANES. T IE TWO DRAINS SHALL HAVE COMMON SUCTION LINT SUCTION GRATES MAY BE USED IF APPROVED AT A MAXIMUM OF I % FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE TILE DISTANCE EQUAL TO TIME, SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE PROTECTION AND MUST BE DESIGNED FOR A MINIMUM 25 gpm, T1IE FOLLOWING SHALL BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PUMP(S) OFF SWITCH. [*JtJ[49#IIMLItW Wlittftbk[ iU -WIRING AND BONDING AND ALL ELECTRICAL TO COMPLY WIT H CHAPTER 27, FLORIDA BUILDING CODE 7TH EDITION -RESIDENTIAL AND NEC 2017. -NO OUTLET OR OVERHEAD POWER WITHIN HIT WITHIN ISPROTECT BY GFI, TRANSFORMER MIN. 10' FROM POOL, 8" ABOVE WATER, J BOX T FROM POOL, BRASS TO J BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED, SAMPLE ONLY. EACH APPLICATION FOR PERMITSHALL BE BASED ON A TOTAL DYNAMIC HEAD OF 60 ft. Determine System Flow Rate: Minimum Flow Rate Required: 35gpm per skimmer (Required. I Skimmer per ROD sf) Pool Volume: 500 __ sq. ft x 4 ave depth x 7.481 ri — 15,000 gallons _ _ ........_.___--- Turnover Time in Hours: _6hours x 60 min/hr = 36Q minutes Flaw Rate: 15,000_ rallor J 360 minutes — _---� _ gpm PIPE, SIZING CHART (MAXIMUN) PIPE, SUCTION PRESSURE I y" 35 GPM 65 GPM 2" 60 105 2 y 90 147 3" 135 230 4" 235 396 FOR POOLSWITH VOLUME=�15_000GALS- PUMP : S'LARITE P6E6DL OR HAYWARD SUPERH HP 4.2 GPM 6A TURN TURNOVER RATE = 6 HOURS = 360 [NUNS. FILTER STARIT E PTM 50.50 GPM OR HAY W ARD C751, 75 CPM CAPACITY MAIN DRAIN H_AYWARD W6104SE CLEANER: HAYW.ARD VAC LOC MAIN SUCTION PIPE SIZE __2"" SKIMMER SUCTION PIPE SIZE 2,r CLEANER/VAC PIPE SIZE 12 RETURN SUCTION PIPE SIZE 13" -MAXIMUM WATER DEPTH 4`, MAXIMUM SEAT DEPTH 28", MAX. -FLOOR SLOPE I :12 -STEPS: MIN. TREAD 10" X 12", 7" MIN. RISER, 12" MAX. RISER EXCEPTTHE BOTTOM STEP MAY BE 14" IF IT IS THE SEAT. INTERMEDIATE TREADS AND RISERS TO BE UNIFORM. IF'I IIF SPA IS OPERATED INTERMITTENTLY IT SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURNOVER. -MAXIMUM'I EMPERATURE 104 DEGREES. -MEET ANSKNSPI ARTICLE XVII, 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 APSP/ICC 3, APSPACC 4, APSP,,/ICC 5, AND APSP'ICC 6 AND,APSP/ICC 7 BASED ON THE POOL TYPE. -SEE NSPI FOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS. -AI,[, POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (6 10 MNU. 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. WI [ERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. -CIRCULATION SYSTEMS. COMPONENTS AND EQUIPMENT SI[ALI, COMPLY WITH NSF 50. -!'FIE, MAXIMUM TURNOVER RATE IS 12 HOURS, -FILTERS SHALL I IAVH AN AIR RELEASE AND PRESSURE GAGE. -PUMPS 3 HP AND LESS SHALL MEETANSUUL1081 CORROSION RESISTANT WITH STRAINER AND MEET THE REQUIRED FLOW. -SURFACE SKIMMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FFET OF SURFACE AREA, -APPROVED MANUFACTURED INLET FILINGS FOR THE RETURN OF RECIRCULATED POOL WATER SHALL, BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQ1' ARE FEET' (28 Fri 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 TITAN ONE INLET IS REQUIRED, THE SHORTEST DISTANCE, BETWEEN ANY TWO REQUIRED INLETS SIIALL BE AT LEAST IO FEET 0048 MM). -HEATER SHALL MF?.LT ANSI-Z21.5ti 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 WIT[ 1 SECTION 4542.10 R403.10 (MANDATORY) POOLS & PERMANENT SPA ENERGY CONSUMPTION -'THE ENERGY CONSUMPTION OF POOLS AND PERMANENT SPAS SHALL BE IN ACCORDANCE WITH SECTIONS R403.10,1 THROUGH R403,10.5. IF HAS BEEN CE RTIFIED T HAT THESE DESIGN REQUIREMENTS ARE IN COMPLIANCE WITH TIME FLORIDA BUILDPtiG CODE 7TH EDITION, R450I,ANSI/APSP,'ICC 3, ANSI/APSP/ICC 4, ANS :APSPACC 5, AND ANSFAPSP/ICC 6 AND ANSI/APSP/ICC 7, ANSUAPSPACC 14, ANSUAPSP/ICC 15. is 0 N 0 M S 0 PQ U m eo co cry CN c } 0 L( to 4t W C_ U. L 0 Cd � J M _! tL LLj Q Ci7