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PIN a NIT yCity of Zephyrhilis? 5335 Eighth Street phyrhill, FL 33542 Zephyrhl*lls Phone: (313) 0- 020 Fax: (31 ) 780-0 21 Issue late: 01117l2024 r - i e 12 26 21 0030 t04C}Ci Q1C? 9154 Park Chive Blame: MICHAEL & KAREN SULLIVAN Permit Type: Add/After'(Residential) r Contractor: HOME PERFORMANCE Class of Work: Add/Alter Residential ALLIANCE INC Address: 39154 Park Dr wilding Valuation; $7,500.00 EPHYRHILLS, FL 33542 Electrical Valuation: $0.00 Phone: Mechanical Valuation: $0.00 �y yf a Plumbing Valuation: $0.00 i � ��/ � � � tl Total Valuation: $7,500,00 Total Fees: $77.50 , Amount Feld: $77.50 Gate Paid: 1/17/ 024 11:22:12AM REPLACE 6 WINDOWS S1S Building Permit Fey , $77. Q REINSPECTION FEES. (c) With respect to Reinspection fees will comply with Florida Statute 55 . ()(c)the local government shall impose fee of four times the amount of the fee' imposed for the initial inspection or first r in pectihh, whichever is greater, for each subsequent r i $p cti n. 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 either governmental entities such as Water management, state agencies or federal agencies. 'Warning to owner:: Your failure to record a notice f commencement may result in your paying twice for improvements to your property, If you intend to obtain financing, consult With your lender or are attorney before recording your notice f commencement." Completeplans,; Specifications add fee Must Accompany Application„ All work shall be performed in accordance With City Codes and Ordinances. NO OCCUPANCY BEFOREC.O. NO OCCUPANCY BEFORE C.O. CONTRACTOR SIGNAT E PE IT OFFICE 813-780-0020 City of Zephyrhills Permit Application Fax•819-780.0021 Building Department :2B:1�E41p AIRS:' di4 kC 51� >er:. isca�'vr ar � r Fee Simple Titleholder Address h WORK PROPOSED NEW CONsTRTS H INSTALL s PROPOSED TYPE OF CONSTRUCTION ED BLOCK ELECTRICAL PLUMBING MECHANICAL GAS r, ADD/ALT SIGN DEMOLISH REPAIR Comm OTHER FRAME " ( VALUATION OF TOTAL CONSTRUCTION AMP SERVICE PROGRESS ENERGY = W.R.B.C. $ VALUATION OF MECHANICAL INSTALLATION ROOFING 0 SPECIALTY = OTHER FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER � Y SIGNATURE RECOMPGiSTZy. i N sE cuRREN N Address License # ELECTRICIA[::::= N COMPANY E; SIGNATURE REGISi ERED YIN PEE GURA.N � Address License # PLUMBERE=::= COMPANY SIGNATURE REGISTERED YIN PEE CURMN Y I N Address License # MECHANICE=== AL COMPANY SIGNATURE REGISTERED ;;;� �F...EN YIN Address License # E= 1 OTHER COMPANY SIGNATURE REGISTERED YIN PEE CURREN Y I N Address License #�� RESIDENTIAL Attach (2) Plot Plans, (2) sets of Building Plans; (1) sot of Energy Forms; R>O-W Permit for now construction, Minimum ten (10) working days after date. Required onsite, Construction Plans, Storrnwater Plans wI Silt Fence installed, Sanitary Facilities & I dumpstar; Site Work Permit for subdivislonsflarge projects COMMERCIAL Attach (2) complete sets of Building Plans plus a Life Safety Pegs, (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 wt Silt Pence installed, Sanitary Facilities & 1 dumpster, Site Work Permit for all now 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 & Contractorsign 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 Attomey (for the owner) would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Remofs if shingles Sewers Service Upgrades A/C Fences (Plot/Survey/Footage) Drfvaways-Not over Counter if on public madways..needs ROW 810-780-0020 City of Zephyrhills Permit Application Fax-813•780-0021 Building Department OWNER OR AGENI Subscribed and sworn to (or affirmed) before me this by WRh Is/am,personally known to me or has/have produced as identification. Notary Public Commission No. Name OT Notary typed, printed or stamped Notary Public State of Florida Frank Thotmpson My COMMission tilt 301255 =A,,ll= Expires 8115/2026 MITTMI r,sic i�( m Last Revision Date: 0958 Page 3 of 8 Cash 0 Paper clocs NOT signed at Site In Faction 0 Paper docs signed at Site Inspection 0 E docs NOT signed at it, ,,p,,,s,,, 0 E docs signed at Site Inspection Friday, December 22, 2023 Last Revision 11 1 . 1 �a`t.'=kia,tC.�51,r§ R♦ rl p t I!. !I Bucking Req 12, Home Address 39154Park Dr . City, State Zip Zephyrhills, Fl, 33542 Frosted - • •Garrett Sondgerath420-2458 11�� M!Window Shields r a e I rrj+ ! jryttiFi� �sf�a�, 11 p�i gygt II I #Yes Custorner Y !II i 1' A �} ``IIII IIIIII LEAD NEGATIVt 1 ii Do you have.*a Yes rT�� ill 'Please circle one) Do you live in a Floodo Last Revision Date: 0918 Page I of 8 p FSAOI 'J'.7im Sp l Iv 2 �� r��c�aa. � Page 3 of 8 Last Revision Date: 0918 { LN�-7s ()D -C� Friday, December 22, 2023 � z d _ Karen Sullivan Built Color Home Address 39154 Park Dr City, State Zip Zephyrhills, FL 33542 Frosted t" NEGATIVELEAD Do you have an HOk Yes or 01 low Doyou live in a Flood zone: Yes or No Last Revision mate: 0918 Page 1 of 8 1/2/2024 1 S36997M Si 1 DOUBLE HUNG WHITE REPLACEMENT ACCESSORY TRACK FILLER INSIDE TIP TO TIP LOWE/ARGON/OBSCURE OBSCURE TEMPERED ALL GLASS BREAKAGE R, BALANCEFULL SCREEN FIBERGLASS A,. FLORIDA BUILDING CODE APPROVED • * • SOLAR HEAT a VISIBLEANSMISSION=[1,t CLEAR OPENING f «" CLEAR OPENING SQUARE FEET=[1.516] CLEAR OPENING Il' i 1 DOUBLE WHITE REPLACEMENT ACCESSORY TRACK FILLER INSIDE TIP TO TIP GLASS BREAKAGE WARRANTY FULL SCREEN Mle « BALANCE TRACK COVER ..A BUILDING APPROVED r J { 5819,81 SOLAR HEAT GAIN=[0.21 VISIBLE CLEAR OPENING HEIGHT=[10.764) CLEAR SQUAREa CLEAR •"WIDTH=[46.8031 ORDER: 36 ORDER DATE. 1/2/2024 DELIVERY DATE: ORDER CONTACT: SHIPPING INFORMATION I PA St Fete House Account SHIP VIA: 1 25 1 /4 W X 37 1 /4 H 1/11/2024 9:02:38 AM 1 of 4 7700 DOUBLE HUNG WHITE REPLACEMENT ACCESSORY TRACK FILLER INS TIP TO TIP OBSCURE TEMPERED ALL GLASS BREAKAGE WARRANTY LIFETIME FULL SCREEN F113ERGLASS BALANCE TRACK COVER yFLORIDA- ® CODE APPROVED »< 459y:<: 2 a SOLAR HEAGAIN «» 2 ± 2«f:, VISIBLE TR N 22O =[0w] CLEAR OPENING HEIGH24 © LEA OPENING QUa » CLEAR OPENING » 4« 2<t R< REPLACEMENT WHITE ACCESSORY TRACKINSIDE - TO \ y w±A«■ N/CLEA GLASS BREAKAGE WARRANTY LIFETIME FULL SCREEN FIBERGLASS BALANCE TRACK COVER FLORIDABUILDING CODE APPROVED £ % \ ?�w ©\±,\<m * % :2,y<CLIMATE Z w © <; SOLAR HEAT GAI»»0: VISIBLE RANSMISI «»•< CLEAR v®z . > «z CLEAR OPE :«QURE < CLEAR OPENING WI m ? «.8 WHITE\ \ ACCESSORY TRACK FILLER INSIDE TIP TO TIP GLASS BREAKAGE WARRANTY FULL SCREEN FIBERGLASS BALANCE TRACK COVER FLORIDA BUILDING COtPf#»» VISIBLESOLAR HEAT GAIN=[0.21 RA d «<»« * «. CLEAR OPENING HEIGHT=[10,826] CLEAR OPENING SQUARE F CLEAR OPENING WIDTH=[29.8031 1 35 W X 36 4z H ! 35 WX 37 1$H 1/11/2 24 ±ozm AM 2 of 4 1336499 1 1/2/20 RM= 6 7700 DOUBLE SLIDER 1 73WX49 1/2H WHITE REPLACEMENT ACCESSORY TRACK FILLER INSIDE TIP TO TIP LOWE/ARGON/CLEAR GLASS BREAKAGE WARRANTY LIFETIME FULL SCREEN FIBERGLASS I VENT LATCH FLORIDA BUILDING CODE APPROVED PRODUCTS=[R35-(84XS4, RF=E2, GS=DS) FI-160929) ESTAR CLIMATE ZONES=[$j SOLAR HEAT GAIN=[0.21 U-FACTOR=[0.29] VISIBLE TRANSMISSION=[0,451 CLEAR OPENING HEIGHT =[44,303] CLEAR OPENING SQUARE FEET=[9.385] CLEAR OPENING WIDTH=130.6061 7 SILL EXTENDER WH XF12 6 1/11/2024 9:02:38 AM 3 of 4 1/1112024 9:02:38 AM 4 of 4 Parcel ID 12-26-21-0030-00400-0150 (Card; 1 of 1) Classification 00100-Single Family ilAdd P rt 10 1 a Ang ress °I rope a aye SULLIVAN MICHAEL & KAREN Just Value $278,788 39154 PARK DR Ag Land $0 ZEPHYRHILLS, FL 33542 Land $25,762 Building $249,687 Physical Address Extra Features $3,339 39154 PARK DRIVE, ZEPHYRHILLS, FL 33542 g .l . Rf (First 200 characters) Nobs -School School Z HTS B 5 P 50 LOT 15 BLK 4 Assessed $278,788 $278,788 Jurisdiction Homestead Exemption -$0 -$0 CLj�L_QLZt'hR_H= Additional Exemptions -$0 -$0 Community Oev: District N/A Taxable Value $278,788 $278,788 ._.....__ .._.r.. _ Land Oetall (Card: i of) ) Line Use Description coda Zoning Units Type Price Condition value 1.. 0100R SFR LP3-1 OOR1 7000.000 SF $168 1.00 $25,760 2 0100R SFR LP3-2 OOR1 5.000 SF $0.33 1.00 $2 Additional Land Information Acres Tax Area FEMA Code Subsidence Activity Neighborhood Code(s) OA6 3 7t None Reported view xetch Building Information - Use 0100^Single Family Residential (Card: 1 of 1 ) Year Built 1973 Stories 110 Exterior Wall 1 Concrete or Cinder Block Exterior Wall 2 None Roof Structure Gable or Hip Roof Comer Asphalt or Composition Shingle Interior Wall 1 Drywall Interior Wall 2 None Flooring I Carpet Flooring Laminate Fuel' Electric Heat Forced Air - Ducted /C Central Baths 2.5 - Line Code Description Sq. Feet Value I FGROI FINISHED GARAGE 420 $20,148 2 BAS01 LIVING AREA 1,700 $20,875 3 FOAt 1 FINISHED OPEN ALUM PORCH 154 $4,557 4 FSAOI FINISHED SCREENED ALUM PORCH 447 $18,709 5 FOPOI FINISHED OPEN PORCH 80 $2,399 Extra Features (Card: 1 of 1 ) . Line Code Description Year Units Value 1 RDWSWC DRVWAY/SIDEWALK CONC 1973 252 $125 2 RPOOL-6 POOL 6 FOOT DEPTH 1983 128 $2,381 3 R8CBW 8"CB WALL 1985 832 $453 4 RUDU-M UNFIN DETACH UTIL MT 1989 1 $380 Sales History Previous Owner® SULLIVAN MICHAEL & KAREN Month/Year Book/Page Type DOR Code Condition Amount 9/2023 1088 l Warranty Deed (al I $312,000 9/2023 ?0 089 Warranty Deed I $0 2/2023 IU-71LMA Executor's Deed (Personal Representative i2 1 $155,000 12/2019 0" 0 Warranty Deed4 I $0 2/2005_ _ -4 ld—Q40 Quit Claim Deed I _ __$0 2/2005 fi2_41L-Q411 Quit Claim Deed 1 $0 1/1974 0770/ 1506 I $27,500 Ngs Re,We d @ 12J22/20231215M PM Noc &ed in 2.187—,d, t MOW sLecimaAm womnme t W*om ton (1'A 1 illl` ifs �11. vx onm*o ow Put) �y pp kuRow 0 1 FwwhgoK ss 7 ' of ZophyrNifs:Pa It APP110,00n FAX41349l),Mll a : 'e to MclorMands *0 tills tovew M00w0wwh10ha# s Ulud jnc"QNTR t, $ PS I, tsar kossed F ftramisdon""afror, r i# Omer orWeaded whit1dor am 4MO40M 49 rtxgdbe pawo Camt, 9WOV tospeoWn jXvMow--LkwWn;i st c t crtr ,itMMMeerr, ftt y lRCZ RECOVERY FEES, de tits In OxMhV a n 8 ft a 1rw Foss td I °9&� a {per RawW N. pap s It d a tom e , £'±4 tk if Pow Met bo Pw ow yy�� 6V pR }t pp�� ��gyy gam{ .yw os9 b�arm fc F9tek'F a 4';+a. �.p gyp' Qom, ¢ yn )` {§ o $2, *r F t k{ (dam + ,�pk ;�,q Sri l ftes R b �t tof Sod € MM, It two go Y'a t comfy #0 6 how awinwaor In 140 to boo"Mw0owt { }@;p� p b aowmW w4M wM be dons M WrOM An d8&i St i n ! N NE Ikok, d tO OWA a poonkto do wWk and WWWWo as to6iit I=4RSM'x Q+ Hof* pwo od Ie IMSMg � {to�pa "$140dq �} i ## wwk wil 4# AY Y6S a 9{6 Nw6 xA�Lauaew 8y k pl .er�,gg {{��y�?ee gk qi {2e+Att8ftt�M14 $enskive Lands, Yat top t t la e Water a t t t&� , oft{ Ptt k AWiV ;S�wgI OY to a , Army Corps of t t its, Dodo, NaAPSW WRIOTIMSYS, artment of health & Reh It AWE 0ntal Health ijnIt-Wells, Was ter Treatment, Seek "arks, US EAVIAIAMentel Proleetion * tOr Ont, w Federal i llonAuthority- .. y . ;p, g��[ I tr f that ft f ras s to of ktM� Use of it is not ratwMed In unless expoirraly por itt . N It #0 09 Matettel is to to It as Flood Zoft 1K, 4 Is undamtood that a<drainage Plan addressm 'componSatint;viol idsd at IlMe of Wmitting whiCh 1s prepared by a PMOSSIOnal eMineer licensed by the State of Flodda. w Ir ft 0 mal k I to to ba us -A' in coroutollon with a parmbed buildintr usino stem waill t*Mtruction, I aerlify flsat ill will trood Only to Ill the area wkhln the stm vatil, If 90 materiel is to be used arty area, I that use of such tl ill oot adversely affeot adjacent prwrtles, If use of ail is its tO rsaly aflsot adjawnt Properties, ner may ba dW fat- vi atin the data s of o bttrtdirta Pt issttsd Ondor,ft ofteohed permit a p tic`s, frsr tots teas than a (i) Me wtkb am elevated by I{ a aa}p nis o dratr�a s�ppAtsrt yy�� yy. It t the lit Mktpmwadw y g 9�A4 loF t Wi b{x 1v�� fit p t n the vok ww not Is tyto *, st a 6 i to t or drt or ett t 9 q Novell th'i work by Wd� POW { I „MO Nip pedod of k �4 d IMMMytg h° x5 W � t py try p �tw0we ny€n tpe)pg5 &i.. T3x Rl �r/i1¢gHgf1 P r p �ko )y .��R�f��d��q�q'Oftm 64�t day* @PAd ffM�t {Ora ft WARNING TO OWNER: YOUR PAILUREI ENT MAY ROSULT 'n fin PAYING IWICE FOR IMPROVEWNTS YOUR PROPERW< IF YOU JUr CING. CONSULT a t 3 pubm t Comm%" M g DUKE "ENERGYm WR # 52233590 January 9, 2024 PCs Pools kayla@pcs-pools.com Subject: 5138 21ST ST Dear Kayla Avila: Thank you for contacting Duke Energy Florida, LLB' for a letter of no conflict regarding your pool construction, NO CONFLICT: Duke Energy Florida, LLB` 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. Ryan Flaherty Proieo[ (,00 rd i to r ffi.i.1ke [,'Iriertiv 'Flkcm'da, "LL(] 4,121 Saint- Dr, Ne�aAi P RUclwy, R 3A653 VANDEBERG DIG PLAN------------ -------------- ---------------------------------- ----------- .... .......... .. ---- - --- -- --- ---- 371 I REVIEW Dt'k.'T-'-� 'T OF DEPHYRH-lu PIL-AN EXP-' E ALL WORK SHALL COMPIL' 1h,"IT H PRE"wPuLING CODES FLORIDA SUILDiNG CODE, NP1,71 10NAd-, ELECTFRIC CODE, AND THE COPY OF ZEPHYRHILLS UPC) - POOL EQUIPMENT J� OPTIONAL 12V LIGHT rJ WJPANS %` BRASS j OR PVC (SEE NOTES) FLOW THRU SPA NO SKIIA iER r SKIMpJER NO LIMITATIONS TO SHAPE EXCEPT FOR DIVING SWI E-OI;T OR LADDER ENTRY REQUIRED REQUIRED (GRN8 CU) (SEE NOTES) WHERE DEPTH OVER. 5' DEEP (SEE NOTES) TYPICAL OR. FOR ## 3 BEHAR, TOUT WITH 8 CU TO PUMP 1 RAIL OPTIONAL GENERALPOOLPLAN N.T.S. 3 Max. I T-9" M .. EXCEPT FOR SLOPING ENTRiE& 4-; Max. -r f� 7 Mmx. i 8' Nf .R TO SLO SEE NSPI5 RE: HANDHOLDS POOL SECTION DETAIL N.T.S. OPTIONAL HECK WI 1 Il° PITCH IN 10' I Lcr Ma; SB836„ 6-20-07 FOR BONDING AND GROUNDING SYSTEMS FOR SWIMMING POOLS, THE USE OF AN UNDERGROUND BONDING CONDUCTOR MADE OF 48 AwG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SisBG? ADE, AND 18 TO 24 INCHES FROM INSIDE WALL OF A SWIMNffNG POOL OR SPA:, IS DEEMED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH. s. 680.26(c) OF THE NATIONAL ELECTRICAL CODE. PAVERS OR —PROVIDE L FOR. OUR bOINT FOOTING 4" DECK 2,500 HECK FINISH MATERIAL EOs'1.. POLItEi3 OPTIONAL psi {Arlin) CONC. —7 PER CONTRACT HECK CONDITION WIFiBHR MESH i INOH-SLIP) ,..-._..._. " J } BEAM&'7'BAR 8" X 8" FOOTING OPTIONAL $„ W/(2) 93 BARS 6:, OR (1) #5 BAIL � j L FINISH PER CONTRA PER CONTRACT FINISH ? 6' Min. WALL. & FLOOR THICKNESS_ 3,000 psi {SmNc' ) GONG *3 BARS ON MARC'ITBOR EXPOSED 12' CENTERS. EITHER WAY, TIE ALT, INTERSECTIONS 15' MIN. OVERLAP, AGGREGATE 2" MIN.COVERAGE ON' STEEL W/CONC. TO ASTM Al 5, A16_ ASTM A30-5 SKIMMER REQUIRED_ FOR SPA WITH INDEPENDENT Fit, RATION SYSTEM RM STEPS .OPTIONAL --� > MAIN DRAIN REQUIRE C11i.CLJLATION_� (TAMPER PROOF/SEE NOTES) Lp > LEGHHNG & BO2'DMG SAJME AS POOL > NO LIMITATIONS ON SHAPE GENERAL L SPA PLAN N.T.S. BEAN] NOTCH -OUT OR CUT-OUT FOR SKIMMER SKIMMER � el t H t 3" MIN- STEEL COVERAGE SsrtEL ST€ELPOOL #3 BAR 912° O.C.€,W BEN f 8 0 { D REBAR AROUND SKIMMER I NOTCH -OUT FOR CONTINUOUS B (2)#a BARS (2" MIN- COVERAGE) TEFL AT SKINIMER s BEAM DET N. fl ate. FLORIDA BUILDING CODE R4501 THE POOL CONTRACTOR IS R GSPONSIBL.E FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL L IN ACCORDANCE WITH THE FLORIDA BUILDING CODE AND ALL CONSTRUCTIONSHALL MEET ALL; APPLICABLE CODES INCLUDING PLUMBING, ELECTRICAL AND GAS. PIPING SHALT, BE SCH. 40 PVC, NSFpw, MAX. PRESSURE VELOCITY 10 FPS, SUCTION 6 FPS. THE POOL, PLAN SHALL SHOW THE DESIGN PLUMBING AS PER THE SAMPLE WITF€ THE INFORMATION REQUIRED SHOWN, v DRAIN PLUMBING SHALL BETWO BRAINS SEPARATED BY 3` WITH APPROVED ANSI/ASME AI I2.19,8 2009 COVERS. AS AN ALTERNATE T iE 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 I fz FPS AND THE SUCTION PIPING IS RECESSED FROM THE GRATE THE DISTANCE EQUAL TO TIME SUCTION PIPE SIZE. SKIMMERS DO NOT REQUIRE PROTECTION( AND MUST BE DESIGNED FOR A MINIMUM 25 gpm. THE FOLLOWING SHALL, BE LABELED WITH LABEL MARKER TAPE AT THE FILTER LOCATION: PIPES, VALVES, PI (S) OFF SWITCH. ELECTRICAL REQUIREMENTS: -WIRING AND BONDING AND ALL ELECTRICAL TO _0_ 7 i 7 COMPLY W1TWITHC CHAPTER _73 FLORIDA BUILDING CODE 81 EDITION -RESIDENTIAL AND NEC 2020. -NO OUTLET OR OVERHEAD POWER WITHIN I4' IF WITHIN 15'PROTECT BY GFLTRANSFORMER MIM 1CY FROM POOL, 8" ABOVE WATER, 7 BOX 4' FROM POOL, BRASS TO 3 BOX OR TRANSFORMER WHICH EVER IS FIRST EXCEPT WHERE PVC IS APPROVED, SAMPLE ONLY, EACH APPLICATION FOR PERMIT SHALT. BE BASED ON A TOTAL DYNAMIC HEAD OF 60 It, Determine System Flow Rate: Minimum Flow RateRequired: 35gpm per skimmer (Required: I Skimmer per 800 sf) Pool Volume: 500 sq, ft r_ 4 _ ave depth x 7.481 gal/cf — 15,000 gallons Turnover i i e in hours: (i— hs urs x 6fl anin r _ __ 6£} _ minuses Flow Rate: 1000 gallons 360 __ minutes = _4 gpin PIPE SUCTION PRESSURE 35 GPM 65 GPM 2" 60 105 2 f 90 147 31, 135 230 4" 235 396 FOR. POOLS WITH VOLUME-15.W0 GALS, PUMP: S"I'ARITE P656DL OR HAYWARD.SUPERB IMP 42. GPM 69 TURN TURNOVER RATE 6 HOURS =10 MINS. FILTER: STARITE PTM 50,50 GPM OR HAY W ARD C751, 75 GPM CAPACITY MAIN DR-4L'•3. YAYWAPD W61AOE CLEANER: HAYWARD VACLOC; 'y' I * MAIN DRAINS AS OF 12-11-08 ANSFASME AI12.19 8-2007 POOL _r 0 MIN. GRATE OPENAREA A ^= ELOW117.8 FOR VELOCITY &/SEC SPECIAL SPA REQUIREMENTS: -MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28", MAX. -FLOORSLOPE L12 -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 ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR T iRNOVER. -MAXIMLM'TEMPERATURE 104 DEGREES. -MEET AXSIINSPI ARiICLEXVIL SAFETY INSTRUCTION/SAFETY SIGNS. -PRESSURE TEST PIPING AT 35 PSI FOR 15 MINUTES OR MEET LOCAL CODE IF GREATER. GENERAL DESIGN REQUIREMENTS -DESIGN, CONS i`RUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY WITH THE REQUIREMENTS OF A SPA CC 3, APSPtICC 4, APSRICC 5, AND APSP/ C C 6 AND APSPtICC 7 BASED ON THE POOL TYPE: -SEE NSPIFOR DIVING WATER ENVELOPES. -SLIDES SHALL MEET THE MANUFACTURE'S INSTALLATION REQUIREMENTS, -ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BE PROVIDED W IT14 A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER DEPTH EXCEEDS 24 INCHES (610 M,M). IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET (1524 MM) THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/ SWIMOUTS IN THE DEEP END. W14FRE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SW[M-OUTS SHALL, BE RECESSED OR LOCATED IN A CORNIER. -CIRCULATION SYSTEMS, COMPONENTS AN EQUIPTNIENT SHALL COMPLY WITH NSF 50. THE MAXIMUM TURNOVER RATE IS 12 HOURS- -FILTERS SHALL HAVE AN AIR RELEASE AN PRESSURE -PUMRS 3 HE AND LESS SHALL MEET ANS €s-L,1081 CORROSION RESTS:rANaT WITH STRAINER AND MEET THE REQUIRED FLOW, -SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEET OF SURFACE AREA. -APPROVED MANUFACUTRED INLET FTTNGS FOR THE RETURN OF RECIRCULATED POOI, WATER SHALE, BE PROVIDED ON THE BASIS OF AT LEAST ONE PER 300 SQUARE FEET t28 mat OF SURFACE AREA. SUCH INLET FITTINGS SHALL BE DESIG'`<ED 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). -I IEATER S1 iALL N IE T 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 ING BARRIER REQUIREMENTS TO MEET SECTONS 4501.17 -WASTE DISPOSAL TO COMPLY WITH i SECTION 454.2-10 R403,10 (MANDATORY) POOLS IS PERMANENT SPA ENERGY CONSUMPTION IONi - THE ENERGY CONSUMPTION OF POOLS AND PERMAN` NT SPAS SHALL BE IN ACCORDANCE WITH SECTION'S R403,10.1 THROUGH R403.10.5. z w I II-i Q� _ 0 w I 0 z }— l- OD Lu �t < O t z OD Z) 0') ° ` Z 7 E C> z c2 0 Ltt itt M UI Z Q � � U TO { 7 CL � U MAI'k BLCTIO\. PIPE SIZE —_-- Structural subject to suitable soil conditions. 2 2 . 1 . 5 SKIMMER SUCTION PIPE SIZE POOL/SPA,, DECK, , WALL, FLOOR CLEANtERIVACPIPE SIZE 1 " :27:37 -05' ' N.T& EQUIPMENT RESIDENCE SMAUEF_A UBES TOEE,P.E. RETEJiiN 3E;C;TCON HIPE SIZE [In ;`- LOCATION' I � . . f it : . :z55740 I1AT �SCALF_1-4-2-24 IT HAS BEEN CERTIFIEDTHAT THESE DESIGN REQUIREMENTS ARE I COMPLIANCE WITH THE 2023 FLORIDA BUILDING CODE STU EDITION, R4501, ANtSVAPSPtICC 3, ANSIIAPSPACC 4, ANSIIAPSPIICC 5, AND ANSIIAPSP/ICC 6 AND ANSIIAPSP11CC 7, ANSVAPSPACC 14, ANSI APSPtICC 15. Legal Description Commence at the Northwest corner of Block 2 of PINECRR VT SUBDIVISION Plat Book 5, Page 55, thence South 367. 70feetfor Point of Beginning; thence East 135feel; thence South 100feet; thence West 135 feet, thenceNorth I 00feet to Point of Beginnin& Community Number: 000235 Panel: 005 Suf flx.- C F.LR.M. Date: 1211711991 Flood Zone: X Field Work 31512001 Completedr 12001 Certified To: Todd H Vandeberg, Charta W Vandeberr g, Sunstate Title Insurance Agency, First American Title Insurance Company; Irwin Mortgage Co7poration, its successors andlor assigns. Property Address: 5138 21st Street 7.epityrhills, Florida 33540 Survey,Vumher., 0-74532 Notes.- Accepted By-, 8y DEREK\ Fife No 0745-32DO15, POIN T OF COMMMMENT N, W CORNER OF & OCk 2 CF PINECRCSr SU48DIVISIOV 134. 98, �/, 13-5 00' D, k 4 CE "Sd zi 27,2' AIC f.4 ,,PD. 112- VIES T 135. orY 0. /,,R, �fLB-707 N6 9 "41 11175 0 5 , I 6426 LARMON ST Name; Todd Vande Berg I have reviewed Dimensions and I give my approval to proceed with the construction of TAMPA, FL 33634 this project. I / WE understand that any changes may involve additional material, labor. Office. 727-202-3773 Address: 5138 2st St, and"or administrative fees. MARQUEZ BUILDERS GROUP City / Zip; ZetzhvrFsilis. FL �33542 State Licence #: CPC-1460344 EXPIRATION DATE: AUGUST 31, 2024 custonwe slytiotwe Date ,Scale: LW".- F POOL SHELL DETAILS HYDRAULICS Pool Beam: I 9" Pool Drain: 2" Spa Drain: Z' Pool Walls: C Skimmer: 2' Jets: 2' Pool Floor: 6' Vac Line: Jet Air; Shallow Depth: DIG: 4: a' Returns: Returns; Z' Deep Depth: DtG: 4'9' Bubblers: Z' Features: 2" Notes: 4'DEPTH ENTIRE POOL w 30ft. I _�J POOL SPECS I Pool Size: .179' X 39 Sf: 418 Per: 1021f Depth: 4' ENTIRE POOL Internal Area: 795 Gallons; 8518 Steps: YES PER PLAN Hand Rail: N/A SunShelf: 85 Beach Entry: NO Swimouf: NO Bench: NO Waterline Tile; 6X6 SELECTION TBD Coping; BULLNOSE PAVER COLOR TBD Interior: Mit11 PEBBLE Skimmer; I Drain: 2 Returns: 3 Vac Line: YES Auto -Fill NO SPA SPECS I Spa Size: 5 X 6 Sfi 30 Per In/Out: 22/30 Depth: 3'3 Rai5ed; +12' Jets; 5 Spillway: 2e�SFILL Steps: NO Hand Rail; NO Waterline Tile: 6X6 SELECTION TBD Coping: BULLNOSE PAVER lnterior;.Ivllkll PEBBLE Skimmer: L1 A, Drain: I Deck I sf: 1140 Type: STANDARD PAVER SELECTION TSD Deck 2 sf: EL�L_ Type: LL�,._ Foote(: SCREEN Wall; N/A Raised Beam: 2L�A_ Step Riser: L/A Deck Drain; 40LF Type: 2'DECK0 EQ / ELECTRICAL SPECS Pool Pump: PENTAIR SUPERFLO VS Hp: 15 Pool Filter: PENTAIR CCRP Size: 100 Jet PUMP! LL/A Hp: LVA Aux Pump. k[LIA Hp: NIA Aux Filter: L4/A Size: Sanitation: PENTAIR IC20 SALT Heater I GULFSTREAM. HEATPUMP Btu: 125K Pool Light; PENT, GLOBRITE LED CLIR Oty; Spa Light; PENT, GLOBIRITE LED CLP Qty: Cleaner: PLUMB FOR Std Home Run: YES Pre -Wired kUA, Controk TIMER Swifch:6POOL PANEL I