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Home My WebLink Aboutpool affidvait PLANNING &DEVELOPMENT SERVICES DEPARTMENT ' Building and Code Regulations Division 2300 VIRGINIA AVE FORT PIERCE,FL 34982 (772)462-1553 Fax(772)462-1578 AFFIDAVIT OF REQUIREMENT COMPLIANCE Residential Swimming Pools, Spa,and Hot Tub Safety Act PERMIT# I(We)acknowledge that a new swimming pool,spa,or hot tub will be constructed or installed at 740(0 WC18utG UA VE and hereby affirm that one of the following methods (Please print street address) will be used to meet the requirements of Chapter 515,Florida Statutes: (Please initial the method used for pool.) J The pool will be isolated from access to the home by an enclosure that meets the pool barrier requirements of Florida Statute 515.29. tN ILWSpy 15V �P-P-16L- ,qb 4MMCD The pool will be equipped with an approved safety pool cover that complies with ASTM F1246-9l(Standard Performance Specifications for, Safety Covers for Swimming Pools,Spas,and Hot Tubs). All doors and windows providing direct access from the home to the pool will be equipped with an exit alarm that has a minimum sound pressure rating of 55decibels at 10 feet. All doors providing direct access from the home to the pool will be equipped with self closing,self latching devices with release mechanisms placed no lower than 54 inches above the floor or deck. I understand that not having one of the above installed at the time of final inspection,or when the pool is completed for contract purposes,will constitute a violation of Chapter 515,F.S.,and will be considered as committing a misdemeanor of the second degree, punishable by fines up to$500.00 and/or up to 60 days in jail as established in chapter 775,F.S. I understand that the St.Lucie County Building Inspections Department assumes no liability for the final inspection of one of the above protective devices,or the lack of maintenance,or the removal of such after the swimming pool has been finalized. I,the contractor,agree to instruct the owner of the proper use and maintenance of such saf ty device. C(ATRACfOR SIG ,l 1 �^/ r -OWNER SIGNATURE ) ) a/' STATE OF FLORIDA,COUNTY OF ST WI G E STATE OF FLORIDZCOUNTYOF ST LIA 1.19 mcY&& kffm NOTARY PUBLIC NOTARY PU LIC The foregoing instrument was acknowledged before me The foregoing instrument was acknowledged before me this 13 day of s wf 1 ,20, , this 12)_day of ��GT 1 ,20-2' by 11 ITA 1 P-01 P 414— by 1"t�pr—F, �i3f Vll�t�I` Personally Known ✓ or Produced Identification Personally Known '� or Produced Identification Type of Identification Produced: L� Type of Identification produced: V L 1 D �#V icy Notary Public State of Florida Nichole Aponte Rig tate of Florida My commission GG 983216 te - ' Expires 0510412024 n GG 983216 SLCPDS Re ed"0 / 0 4 024 I T o •. To Whom It May Cbnoern, The fotio�ffing is a brief overvraw of the technkar sperms awomMd with Pool BoTler retnaVabie mesh famhg. Compm*wi €ve engineering•reports on te indiMual components and the =Plab-, structure are avaiiabie upon request. 1. Poo!Barrier;anang is auagabls in 42',46',and 6T heights.it is asserr fried in 3,6,9, 12,15& I a foot le�. Each samon is assarnbied with poles placed three feet apart 2. Our TH-Cotes Poias are constructed OFT-60M grade 81uminum-OW thick. 3. Our mesh fabric meets or exceeds all Pertinent A M s€an Wft 4. one end of the barrier is attached in such a manner that a tool must be used to remove tt $. An irtaegerldernt engineering corrtgany t 1he strex Wral integrity of our assembled secHo ns. it has met or ceded all appropriate ASi'i1Sl aftrdards,and ail r-agt9wr M'0f the PiorWa Building Cade. 6. AD in grourLd f�cngs with the fence ara eructed of r:arr-conduc#i<is maims. 7. AS T M F2285-5 Para 4.12 dim that wen be pW=d no more than 6 mchas 2POrL,?crews _ holding cur mold r4s to poles are placed at 5 inches aW for dummy. We at Foal Barrier inarO are so sure of the quaft of our t ridng.fiat it is wed€Or as long as the odgazal purchaser oWrts the fence. 'PI-CA '!v Fx1r. aUC; Jhl� MDWPas.Sac m ca s �nc�a F4�trS AM=anus a6-X'803"SCROn W Or'MESH -24S Ft s6�c�aa�sxs s.or w POES:M BOG=1AW..5 da 37Fdo sRiC14 t P1ECQ OF MAW NZ 1*0ALr•9-Y BaAtta pvm. � AND SEWN i rr"A tjk* 9iYE Qt3AWTV ar+ oaA SiCLiDl2 S 44 Ams"M PAST8D@BS3 V=P10—t RICH A PIS—=F MdOLMHO 48 19- LAMM= LiMMIG Z32Str CQA$�94$4S8 +EIS. ♦ ARE 69M U, NOR CD3d9SiiGii SLEEVSLS APPg2cw 3"INTO Der-1K �p43i£5 A=r-SS•713M 36-COMTERS 1 PBLiCH 4S BUILT 114 3t£,.9.42,AD40 IS Poor aEcTj S9v3S. EACH SLYe' Di IS SET-CWO'to THRME 91 =r-S APAFit. THESE SECTION ARE.' CaaiaiE£TBD BY A SPA374r,?.*Avg r HC�Oif AND Eye i. =M_ I i PROJECT NAME: MARK SQUADRITO POOL PROJECTADDRESS: 7466 LEGENDS DR. PORT ST. LUCIE, FL TOTAL DYNAMIC HEAD (TDH) CALCULATION DETERMINE MAXIMUM FLOW RATE PER ANSI/ASPS-15 RECEIVED MINIMUM FLOW RATE REQUIRED: 35 gpm/SKIMMER DEC 13 2021 1 SKIMMER PER 800 ftZ OF SURFACE AREA St.Lucie County Permitting SURFACE AREA = 578 ftZ MEAN DEPTH = 4.24943189 ft POOL VOLUME = 578 ftZ X 4.24943189 ft X 7.481 ga1/ft3 = 18374.62 gal TURNOVER TIME = 10 hr X 60 min./hr = 600 min. MAXIMUM FLOW RATE= POOL VOLUME/TURNOVER = 30.6 gpm SPA FLOW RATE= 30.6 gpm MAX P PE SIZES AT MAXIMUM SYSTEM FLOW RATE B�ANCH PIPING SHALL BE N/A inch AT 6 fps MAX AT #N/A gpm TI LINK PIPING SHALL BE 2.5 inch AT 8 fps MAX AT 119 gpm RETURN PIPING SHALL BE 1.5 inch AT 10 fps MAX AT 63 gpm PiUMP MAKE/TYPE PiENTAIR SUPERFLO VSP MAIN DRAIN/COVER AQUASTAR 32 CDFL 32" APPROVED COVER RATE 316 gpm ti; a REVIEW r i ®®E C®IVIPLIAIeI ST. LUCIE COUNTY � No.29945 B®CC / STATE OF /` lz•lD Apr%/ �''<Js'r ttI12JIL0/2�21 SI T RE TE SIGN TURE/DATE CONTRACTOR: VITALI BEDERAK PAUL WELCH INC. I CERT.# CPC 1458526 PAUL WELCH P.E Sheet 1 of 3 CERT#29945 I I i PROJECT NAME: MARK SQUADRITO POOL j PROJECT ADDRESS: 7466 LEGENDS DR. PORT ST. LUCIE, FL TOTAL DYNAMIC HEAD (TDH) CALCULATION WORKSHEET DETERMINE MAXIMUM FLOW RATE PER ANSI/ASPS-15 2013 FRICTION LOSS FOR 2.5 inch SUCTION PIPE PER ft AT 119 gpm= 0.08 ft (PER TABLE) FRICTION LOSS FOR 1.5 inch RETURN PIPE PER ft AT 63 gpm = 0.21 ft (PER TABLE) 90 ft.SUCT. PIPE X 0.08 ft HEAD/ft = 7.2 TDH FOR SUCT. PIPE 100 ft. RETURN PIPE X 0.21 ft HEAD/ft = 21 TDH FOR RETURN PIPE TABLE: SMOOTH PIPE SCH 40 PVC/ FLOW AND FRICTION LOSS PER FT PIPE IAMETER (in) 6 ft/sec 8 ft/sec 10 ft/sec j 1 16 gpm 0.13 ft 22 gpm 0.23 ft 27 gpm 0.35 ft 1.5 38 gpm 0.08 ft 51 gpm 0.14 ft 1 . 63 gpm 0.21 ft 2 63 gpm 0.06 ft 84 gpm 0.10 ft 105 gpm 0.16 ft 2.5 90 gpm 0.05 ft 119 gpm 0.08 ft 149 gpm 0.13 ft 3 138 gpm 0.04 ft 184 gpm 0.07 ft 230 gpm 0.10 ft 4 238 gpm 0.03 ft 317 gpm 0.05 ft 397 gpm 0.07 ft No. 2:;��'rJ STATE or AT E ATE SIGN kURE/ E CONTRACTOR: VITALI BEDERAK PAUL WELCH INC. CERT.# CPC 1458526 PAUL WELCH P.E Sheet 2 of 3 CERT#29945 I ' PROJECT NAME: MARK SQUADRITO POOL PROJECT ADDRESS: 7466 LEGENDS DR. PORT ST. LUCIE, FL 10o1'06 I 7 76 y ,� i 60 " a so 4030 1 } I 14 1RPM 0 ' 0 20 40 60 80 ll* 120 140 160 Fk w Rats In U.S.GPM NOTE The chart above demcnnsu-stes`pe fi wmance fates at factory pmeat speeds of 750 Rl`M.I5W RPK 3350 RPM and 3110"K Hawevenilow rates can also be tasswm progrwmwed btrwem,the ranges of 4Q0 RPM end 3450 RPM as Indicated by the blue tint. I i TDH IN PIPING : 28.2 ft FILTER LOSS IN TDH: 8.0 ft HEATER LOSS IN TDH 0.0 ft OTHER LOSSES IN TDH: 0.0 ft TOTAL SIMPLIFIED TDH; 36.2 ft \��I►►tiitrrrriiii NOTES: 1) PUMP OR HEATER MAKE MODEL MAY NOT BE CHANGED 2) INSTALLATION SHALL COMPLY WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS-- 2,,�y ,Jo ,� a1 3) EQUIPMENT LOCATIONS MAY NOT BE CHANGED. 6- f 4)VARIABLE SPEED PUMP USE MAXIMUM FLOW IN CALCULATION. SITE OF '/ �",1 ems".�,h S 5 .•``"\' \ /Z- /(�• �d2/ rt"tttttl`2' �0/2021 i R ATE SIGNAT RE/DATE ONTRACTOR: VITALI BEDERAK PAUL WELCH INC. CERT.# CPC 1458526 PAUL WELCH P.E Sheet 3 of 3 CERT#29945