Loading...
750 Paradise Ln pool permit CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 16-POOL-2608 Job Type: SWIMMING POOL/SPA Description: SWIMMING POOL Estimated Value: $40,000.00 Issue Date: 12/20/2016 Expiration Date: 6/18/2017 PROPERTY ADDRESS: Address: 750 PARADISE LN RE Number: 172376-0250 PROPERTY OWNER: Name: WASHKOW JR, IVAN R Address: 750 PARADISE LN GENERAL CONTRACTOR INFORMATION: Name: POOLS BY JOHN GARNER, INC. ,CPCO457486 & CPCO49389 Address: 4049 E BUCKSKIN TR QA Phone: 904-743-2060 PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. Roll off container company must be on City approved list and container cannot be placed on City Right- of-Way. (Approved:Advanced Disposal, Realco Recycling, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). Full right-of-way restoration,including sod,is required. FEES: PLAN CHECK FEES $125.00 BUILDING PERMIT FEE $250.00 STATE DCA SURCHARGE $3.75 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. %'(Iy1�Jr�G 11 ,, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 STATE DBPR SURCHARGE $3.75 Total Payments: $382.50 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORDIA BUILDING CODES. City of Atlantic Beach APPLICATION NUMBER �u ze Building Department (To be assigned by the Building Department.) n 800 Seminole Road I // (� ^� Atlantic Beach, Florida 32233-5445 - `l0'POOL - 2 a GQ�, Phone(904)247-5826 Fax(904)247-5845 r[o;;ljr E-mail: building-dept@coab.us NOV 2 j 2016 Date routed: City web-site: hnp:/1www.coab.us APPLICATION REVIEW /I AND-TRACKING FORM Property Address: PaRJqn�SC LR-t,.)&- Departmentreviewreuired Yes No n 11 ` uildi Applicant: C'OpL.S h4�J tanning&Zonin Tree A mm or Project: IA-)I/UL ot, ILCA Pa'J<— u tic Works Public Ilse Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept, of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. Denied. (Circle one.) Comments: fill 0"/-/ (ow 4* BUILDING �Ol PLANNING &ZONING Reviewed by Date: TREE ADMIN. Second Review: WA roved as revised. I]p PP ❑Denied. i PUBLIC WORKS Comments: YeeL /14/�I{Gtf/4AV. PUBLIC UTILITIES 1�7� PUBLIC SAFETY Reviewed by: Date: (Z�2 FIRE SERVICES Third Review: ❑Approved as revised. ❑Den d. Comments: Reviewed by: Date: Revised 05/14/09 ORDERED BY.The Law Offices of Rod SchlothrowEREDeY 2187SThirdSt STARS Jacksonville Bch, FL 32250 SURVEY TRACKING 904-372-9351 �� RETRIEVAL SYSTEM beach@rod-law.com www.surveystars.mnn PROPERLY ADDRESS:750 PARADISE LANE ATLANTIC BEACH,FLORIDA 37233 SURVEY NUMBER:FLI603.1305 FIELD WORK DATE:vname REVISION DATETS1:IR1I v1s 1.mFvl W'San. FL 1603.1305 BOUNDARYSURVEY DUVAL COUNTY W VARI_ f0't2" FNb -r wrn ,36'50 E 55.00' P N 89P '33" E 207.60' (M) 1�1 :..�,� ' zs• au 1,q 0 •.. N 6536'50" E 207.60' P ®coxt::.o. y 7.r n MY .. 78 d Wow(pP aooe. LOT 40 ;; LOT 41 W LOT 42 00 $ 2M. b C - RES #I m bb bb zz In a1 IFI L4 M n ,s.a L•� "¢LF CQPf`� s.,• o ,13m rt ��l �. FC "ILE yE sXJ�L� � t _, b I$FI ��d11A��f' �zLpS �`�' 11H�i7 Fi S lel F%1Pc � h6� S 851 W 55.00' o S 8541'47" W 55.28' $ O.R.6. 10653 PGS. 901-905 E. NOW 1 hereby certif �T this ry Survey of the RSNCE 0eNER3HP NOT DETERMINED hereon deeaf pro§Z81y s en mode under JEA_E. 1ACKWIMLLE ELECTRIC ALTHORN FrSEMEW my direction t est my knowledge and belief, ' to representation of o sum is St ords of Practice 30 o s w set forth by Fl moor <f Professional Surveyors & Ts in C r 5J-17 of the Florida Administr s oP GRAPHIC SCALE (h1 Feet) WILLIAM E LUCAS 1 inch = 30' R SOOM oT F,oTIEe PM®bW 5aria Yappr Iiunr Ne. s7M7Ta '—'Ca,,.eym,P�Po, ,ome,�m�m�."a<a.wme��w,m.w.,mvnon.anee.�m.0:.nsele Rnx.�ammaNu.nnln�on,a�,..,n, I ommg n.� nalTn.w":n.m�" nnr Rnn«oreen<Rn A�yo� .ee�a.a I (AMC POINTS OF INTERESTORMINGASEARCHWITHTHELOCALGOVERNING 1.CONCRETE DRIVEVVA`I OVEFALITY OR WWW.FEMAGOV,THE PROPERTY APPEARS TO BE AUTHORITY EASEM ENT D IN ZONE X.THIS PROPERTY WAS FOUND IN THE CRY OF BEACH,COMMUNITY NUMBER 12DO75.DATED ON03713. 'JAN SHIELDS JULIE CHILDERSAEARE,LTOnT NUMBER:85163641 DATE 3/152016yj BUYER:ANGELA FARFORD 8 BRADLEY FARFORD 5 �.1-2a�^— _ 90d 95120UA 901 Pp 9iN SELLER. IVAN R WASHKOW,JR. J.IASNIRB@,RjPRFALIY[OAP tOM Ntlf@NIIE[NROFASPGITOR COX CERT FED TO-ANG EW FARFORo 58RA OLEYEUCN NATIONAL rNEIAw OANCE OF ROD$CIILOTT I P A,Ol➢RFPU9LIC NPTIONAL INSURANCE COMPANY LIBERTY SAVINGS BANK FSB;IT S SUCCESSORS AND/ ORASSICN$ AS T HEIR INTERESTS MAY APP EAR TU .J I�Ive1>/('JrST �'T`• a«ml , —I PMs.]35-1916�i B6S]4 EatlE Thisispag 1 of2andisnotvalidwithoutallpag.. 1--- I Seo Tansy Law D' .5 ' RVI L33R J 7Rod of SCFIIOthPOWERED BYTAphhrFL32250 TARS R S '9351 SURVEY TRACKING Also 'law.com RETRIEVAL SYSTEM I'�II��� www.surveystars.com LANE ATLANTIC BEACH, FLORIDA 32233 SURVEY NUMBER: FIA 6031305 REVISION DATEIS1a live v15nDI&IREV.i anvmlo FL 16001305 ' BOUNOMYSURVEY DUVAL COUNTY i i W VAR/LS) •�e' VF. T ND •r. cur 340'T2F 2' M Fr38550' E 55.00' P N 8940'33" E 207.60' (M) t�ienw '. 7.5• aEA 110 ®P N 8936'50" E 207.60' (P) " Q CONC D/N re )S N VAI zo zoo 7x 5 N$ ❑ - temgN I Ii LOT 40 W 3:B: b LOT 418.` o W a $ n� LOT 42 oc s M. K inM RES /]SD bb f bb In zz I x1n I I! LnM \ u.D• AL. ,A SCLF : tsa, 123na C✓e.jjLL —� y -ti 1V8• Fl LJ Ig {iC /a6 S 8 38'50" W 55.00' c S 8941'47" IN 55.28' IJ g O.R.B. 10653 e PGS. 901-905 l hereby certif this ry Survey of the NI hereon descr pro¢2Bty s an mode under FENCE OwNER5HIP NDT DEUCTRIC o JFA-E. JACNlONNLLE ELEC]RIC AUTIORIIY FA4MEMf my direction t est my know/edge one belief, to representation mem of o suree is 5t arils of Practice 3D D 15 30 h set forth by Fl s oar .f Professional Surveyors & rs in Ch r 5J-17 of the Florida Administr D" GRAPHIC SCALE (h1 Feet) WILLm E. LUCAS 1 inch = 30' ft. !Yale Pf Flpba P m iawl $ ,aain r an, Mapper w No. 578E funcmm mrvryfog N'thllee'vA,enlulm4eM1W eefiuLM theseep: Th...lrAoutuannnrmAaS�rveya¢ ISI ..na .myaKrnn..m.�ma. nae. rA� D INFORMATION: : POIN S F W'ER 51 _ RFORMINGASEARCH ITHCIPALfNORWWWFEMAGTED INZONEXISPROP „���_._- NOCBEACH,COMMUNITYNUMBER1200)S,DATED05/03/13. {JANSNIELDS JULIE CNILDERS'.i f PFALTOP" pEALTOA CLIENT NUM BER:RSI 63641 It' - - — oUYER ANGELA FARFORD&9RADLEV FARFORD -. SE LER: IVANR WASHKOW.JR. IANSXRlOi@IIAISONNFAIRUNPfdI Ail[@lUEI[LXNWYSNFAf1'M[M :E tTIFIED TO:RODEC'iLOOLD RF RLCNAO:NAC NS IDa CE50F I•, ROOSCHy,LBTk P A SAVIN EPUe1 C TNNa CCfSSO S CE CR aSSIG , ,I S hll IWEiSIS 1a.I155UCCE550R5 ANO/ OR ASSIGNS.A51 nNN INtENE515 Yn4Y APPEAR .-_ Land Surveyors, Inc. fYinL191f�FY�iMaa1W This 11 pager of 2 and is not valid without all pages. Wan n9npa.eyL+..maASYel.Ryg0.neu OIVOERED W. The Law Offices of Rod Schloth �gl—"ERM By 2187SThird St STARS Jacksonville Bch, FL 32250 =' SURWN TRRACKINC. R04-'s72-9351 SYSTEM E>w 'a beach@rod-law.com RETRIEVAL Lwww.wrASYSy�a PROPERIYADCIEYa'1A PARA06f UME ATUWIIC BFAOI,0.0RDA 31211 SURVEY NUMBER:FLIb IM R&DVttmK DA1F:.wvme fd:'rLSIDN DA1WSenev.�xnvnu eev.�invmin FLffR OLKY(NARY ! 9t'MMM CY£/' 0UI4LL 7UATY V VARIES) -- FRb'c ar /x3M8`111. E 58.00' N W '33" E 107.80' N !9'36'50" E 107.80' (P) >s t,: Lar �a Ees y LOT 41- W Lor 42 s e i 01 5 i � S 09'41'47• W 35.28' O.R.8. 108M PCS. 90t-903 1 h.M, cMif p"`tFi w. ry Sa the R hereon d.. tl proy2Fly s Es Mer a my direcb'on (a, asf my krwwk V r:_ �- ja d MW le repofkn o1 a sum is St sal Prcrclke t forth by A o$a0 f Profenion& Someybn R in C r W—f] of fM Rw Adminisf a8ME0C SCALE (In FR<t) WIILLNA E. LUGS i inch = 30' ft EWe✓Nb MetaYnia 9.m�p mJ qyv ua�Ro.sm Williams, Scott From: Pools by John Garner,Inc. <garnerpools@comcast.net> Sent: Wednesday, December 07, 2016 3:22 PM To: Williams, Scott Subject: 750 Paradise Lane Attachments: Scan0731,pdf Importance: High Mr.Williams, Per our conversation this morning,please see the attached to recalculate the impervious surface. I may be reached on my cell at 904.545.7879. Thank you in advance, John N.Garner,Sr. President Pools by John Garner, Inc. 10221 Beach Blvd. Jacksonville, FL 32246 904.743.2060 Fax:904.745.6150 www.lohngarnerpools.com Creating your backyard paradisel hftp:/Avww.facebook.com/PoolsbvJohnGarner http://twitter.com/JaxPoolBuilde hftp://Youtube.com/PoolsbvJohnGarner http,//www.flickr.comlphotos/acksonvilleswimminapools 1 _ 5 6g a 6 i 4 t 1 -1 N i ®000001 151 ki s Y4 SC 317 _ 4U � j6 v /� s c OEmET1EO BY: =32250STARS - The Law Offices PO"�RED 5Y 2187 S TSt Jacksonville BAR S904.372EY RACKINGbeach@rodIEVAL SYSTEMwrsoyaorR,com PROPERfYACORE537m PARADISE.E ARANIICBFACX,FLOMDA 3RD A BABY MBER fL1Wi13$ RELDWORE(DATE:a„me REVISION[LATER:......�ay.�v,vmx R1BN IAOf WWII CO INNXViY k.k/'SF�.vq W ✓ARIES) r FIN M CVr ! 410:60 E 55.x2•• N Yl. Al N5 WM' E 207.84 +� Ts do 00 N K35'W E 207.50' P(N7 see O� %P. 'y P.'lolE AtO >r s'1 ,• OU Sr J� �N� N ..• i >r o^ LOT TE;< b LOT 4 "' t 8 W LM •T 42 Np as R m I BE. 0P� airba,,/ m ,e.r N 'r FNS SEGF.Nd CP C�/SI+-r9 SLI+'NL� ]{. _ ua= wNeRiFc RtM+%c ,yp ,�r J /E'FRPo S W4l'4T' W 55.28' O.R.B. 10653 PCS. 901-905 I hereby cMiL. }Y Mi q Surva o{ The NCR: hereon dese Ka mod urMer FExcc oeRERsreP xm oET"Au1NE0 m dsoeben f �E _.YLkSQ`MLLE ELEEI,EL 4RIICq,IY FASrkE`fi �Y mY krroe/edge sod belie/ fe lepraesefaenn of a :urn fa s Y Pmctke y�oo yyy set ,vo by f] I Prafeuionel C3Rd� SumyoFa Is in L r SJ-O eI fM1e FlorHo Ad;Hmisf OSAPNIC SCA (In Peet) iyy c wP15 1 inch = 30' t4 se4 N nuW,add s..,p sai WpP. user w a]v FLOOD INFORM LTION: POINTS Of INTEREST BY PERFORMING A SEARCH WITH THE LIX'AGWERNING L CCNCREIEORIVEWFYOVER73'iA2<(S ',rt_GEMC MUNICIPANTY OR wWN.FEMAGW,THE PROPERTY APPEARS TO BE AUTHOPRYEASEMENT LOCATED IN ZONE X THIS PROPERTYWAS FOUND IN THE CIN OF ATLANTIC 9FACX,CIXAMUNffY NUMBERiMT]S DATED ON 13 JAN SHIELDS JULIE CHILDERS 41EM NUMBER:p516-3Na1 DATE 3]15/ZG,G room �E(, I BUYER:ANGELA FAEF RD&RR LEY RFORD " ,NISIEf01 PoQADIO SELLER IVANRWASMKCW,JR _ IAXNI EA6NALLLIY[gl[OK 1141E@Alll[IMAIXIMs21Ipl CR"nEDTO,NNCEUF ; &. e ..LOMwmARNWm1Wvo. .1ANYu.I.EAVMGS. S11..E. oRnSSGNST lTksaOuoF E , ASTHERWTPESSMAYLN` , Surveyors, Land Sul veyors, Inc. � F„ TM1IF Is page+M 2 zna I,lot valid rhho,all RogexILL— rtN,­n # ` - ----- � . ` \ . \ R ITT 0 . . :■<,l;� e o o o o o l is . & CITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 1200 Sevdpiper Lane Atimic Beacb,FL 32233-4318 TELEPHONE:(904)247-5834 FAX:(")247-5843 ..coab.. CONTRACTOR: DATE: 11-28-16 Pools by John Gamer qq PERMIT# 16-POOL-2608 10221 Beach Blvd. �O. ! ADDRESS: 750 Paradise Lane Jacksonville,FL 32246 Atlantic Beach,FL 32233 Fax: 904-745-6150 PERMIT APPLICATION FOR, Your permit application has been Public Works Department for the reasons listed below. Please submit this information atyour earliest co order that we may approve your application. If you have any questions, please contact Scott Williams,Deputy Public Works Director at 904-247-5834 or entail swilliams@coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the Public Works Department) V. Provide erosion and sediment control plans with installation details. V* Provide impervious surface calculations for entire lot(existing and post construction). Documentation shows impervious areas are over the 50%allowed by City code. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) ** Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact Public Works(247-5834)for Erosion and Sediment Control Inspection prior to start of construction. ** All runoff must remain on-site during construction. ** Roll off container company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved:Advanced Disposal, Realco Recycling, Republic Services,Shapell's,Sunshine Recycling and Waste Pro). ** Full right-of-way restoration,including sod,is required. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department City of Atlantic Beach APPLICATION NUMBER Building Department —. ^� r-: (To be assigned by the Building Department.) 800 Seminole Road _ Atlantic Beach,Florida 32233-5445 NOV 2 1 Phone(904)247-5826 - Fax(904)247-5845 os17> E-mail: building-dept@wab.us Date routed: City web-site: hop:1hvw.coab.us APPLICATION REVIEW/ AND TRACKING FORM Property Address: PAP-AnISC Lh}-/��Vbemces entreviewre uired Yes No Applicant: R)S7L.S �C->� Ot-Fti �AP� tonin or Project: �U7I MrVl I C� PSC.., rks I e ety e"s" Review fee $_ _Dept Signature �^ Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPL CATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: 0 TREEADMIN, Second Review: ❑Approved as revised. ❑Denied. P WORKS Comments: UBLIC UTILITIES LIC S PUBLIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 .r.Jr City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road /' [� 2( p Atlantic Beach, Florida 3223&5445 ' —1 �L- — Lto�Cj Phone(904)247-5828 Fax(904)247-5845 ?' rftur E-mail: building-dept@mab.us Date routed: (� City website: http://v .mab.us APPLICATION REVIEW AND TRACKING FORM Property Address:-7,50 PAP—AOISCLnig De rtmentreview required Yes No 1I� `(\ uildi Applicant: POO L-S C)Ce 3 OttJ (.�P l fanning&`l Zonin � TreeAdministrator Project: u-)f/VI 41 t [JCS Poo C! u lic works ublic Ile Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By ___ Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other APPLICATION STATUS Reviewing Department I First Review: Approved. []Denied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed b +. Mz Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 City of Atlantic Beach APPLICATION NUMBER �u r Building Department (To be assigned by the Building Department.) 800 Seminole Road I ((�� Atlantic Beach, Florida 32233-5445 4l//0'f`OO 1. —2G Phone(904)247-5826 Far(904)247-5845 E-mail: building-dept@coab.us Date routed: City web-site: http:/Awww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address:�75O PAP-Ac)isc L-gt,� i& De artment review re uired Ye No (�'.J"� 1 ` uildi Applicant: t o�L-& h(a� OttrJ �aP6-c tanning &Zonin (� Tree A ml or Project: [A7 t Alyyl t is 1'"oc7 t_ u tic Wodcs ublic lite Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: =ZONING PPL ATION STATUS ent First Review: Approved. ❑Denied. Comments: G Reviewed by: ITk Date: ,,� ac '* Second Review: ❑Approved as revised. -]Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach,FL 32233 � y Office(904)247-5826 Fax (904)247-5845 Job Address: 160 1`W ad Se. LOLM Permit Number: Legal Description L04 41 Pana x prose 2 Parcel# oor Area or Sq.Ft.� 't Valuation of Work$i4Q QQ0 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition CEEspa window/door Userifexisting/proposed structurc(s) circle one): CommercialCl If an existing structure,is a fire sprier system installed?(Circle one): Yes No Florida Product Approval# For multiple products use product approval form Describe in detail the type of work to be performed: COILGhlXk f f1Al M, $pion Property Owner Information: Name: FOk� Address: 1� pQI.0.fll'S£ I.EIDG City State Zip�3 Phone E-Mail or Fax#(Optional) Contractor Information: Company Name: QuaIiNir.Agent: � UW Address: City ..ShY- State Zip Office Phone Job Site/Contact Number Fax# State Certification/Registmtion# 0 Q Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and tnsmrlatiors as indscated I certify that no work or imdallation has commerxed prior to the issuance permit and that all work will be� wmed to meet the standardsofaillowsregalatingconflruclioninthujwisdiction. Thupermit becomes null and void r work is nm commenced within six 6 months, ort comtruction or work u susperiled or abandonedfw a riot ojsis/6J months at arty time a er 'Nis commenced I understand that separate permits must be securedfm ElecMCN Work,PWmbing,Slgny N ls,Pools,pLrnaces,@oilers,Healers, Tanks andAb Condtdonen,etc WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOYUR NOTICE OF COMMENCEMENT. hereby certify that Iiarm readandexamined this plicationand know the same to be true and correct Allprovuums oflaws act ordinances governing this vpe q work will be complied with whether speci ed herein or wt. The granh'ng of a permit does not presume to gree authority to violate or cancel the rousums ofany,other federal,state,or local law regulating construction or the performance ofconstraction. dA_ ugnature ofO,,w//#n Signature of Contractor v , Pint Name L7h.Q. ..4 .. _.... SL1V�.__.___..._.... .._._. Print Name ....__ 1.__e�_. re..._-......._................ woa4fo and�subSwo o and subscrib before me is�L�/ci Day14 V* Day 20W.CURTIS.Ja.f0 Pubt-Said o1 Florida Lary nQfl aaq Imida bn♦FF 20]230 adY7xplraa Apr 12,20t° ,SaREN1,4011f1 26.10 Doc A 2016265700, OR 13K 17782 Page 1662, Number Pages: 1, Recorded 11/18/2016 at 02:12 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 perm74 #!6- PDoz — a6o8' NOTICEOFCOMNENCEMENT OFFICE COPY Else,of F10ttd0. TaxFoliu No. (9Z5%- 0250 Cowtyof_ I)LOC'..I To Whom It May Comem: The undersigned hereby informs you that improvements will be made to certain real properly,and in accordance with Section 713 of the Florida Statutes,the following information is=in this N f10E 0]+, OQMM (CEMENT. Legal Description ofpropeny being improved:l 41 (,.u,� (.l(�Q(VG Address of property being improved: % e W e General description of improvements: Owner. MJ20ja �:&rkacl Address' 750 FI.0 B �. LIM, Owner's interest in site ofthe improvement: J:PA 5(ry(ple, Fee Simple Titleholder(if other that owner): Nemec (� contractor: pools lou Mhn Earner Y Aaaaaa o��P.D B\od Tft-L R $p246 �Jl Telephone wN1oI.: 40U 143 '1060 Fax No: QOq j45 (el$U 8mety(if-Y) IllA Address: Amount ofBoadg Telephone No: Fu No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name ofperson within the State of Florida,other data himselQ designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the foilowing person to receive a copy of the Lienor's Notice as provided in Section O 713.06(2)6),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement(the upini ion date is one(1)year from the data of recording m less a different date is specified): TRIS SPACE FOR RECORDER'S USE ONLY OW Signed Q. Wereme ayeL, d.CmntyofDavai,Sta ID te Of Florida,hapersonellyappeered ARRA Notary Public rt Large,Sime of 4Co MY eommusion expires: 0 M o n o Petsonally Ko.: Products Identification: - say uRk ataa"aI flatld. [f eco „y TQ^ ur 0enaa.l1aplru Alif 1 .2019 OFFICE COPY TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Department of Community Development Planning&Zoning Division 800 Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 SECTION I-APPLICANT INFORMATION r Owner(s) gal Authorized Agene I NAMEOFAPPLICANT J194111 l'yiZ'7 EK, NAME OF COMPANY ADDRESS OF COMPANY 2 Z l ljfyc �� J3 UJB 2 2 6 PHONE '7t�_QD(p0 CELL 551S- 7977 �en,.. EMAIL Lv r5e CONTRACTOR CERTIFICATION NUMBER Crprtpg-1 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREETADDRESS OF PROPERTY '7SU pye�n/5�- ify� I I/anoaMmhaiiptbeenanl9rredro Mhpaperry,ranma McABBWl9na(>epartmmtof(saq}�)-sBSarorcquutanaddreu LEGAL DESCRIPTION y� LOT _ BLOCK SUBDIVISION P#t/Qpl Si PtF$„r i/4 REAL ESTATE NUMBER / LOT OR PARCEL SIZE: SO FF AC RESIDENTIAL 1/ COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, 'Protection of Treesand Native vegetation"of the Municipal Code of Ordinances for the Ory ofAtlantic Beady,FL and/or I have partidpated in a pre-oppilcation meeting with the Administrator of those regulations. subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from theabove-descdbeddoorodjaantntpropedks Inconjunction with thlspro*t. ` T�CF-0IEfdE6 SIGNATURE OF OWNER Signed and sworn before me on this dayof ,by State of Countyof Identification verified: Oath sworn: n Yes r-, No NotarySignature REV-NA-00..12 My Commission expires: Doe Y 2016068887, OR HE 17506 Page 1279, Number Pages: 2, Recorded 03/29/2016 at 08:30 A63, Ronnie Fussell CLERK CIRCUIT COI3RT D23gAD COUNTY 9 RECORDING $18.50 DEED DOC ST $2352.00 Prepared by: The Law OT ra or Rod Sehlolh,P.A. 2189 Som@ Third Street Jsrinomille Town Florida 32250 File h:"14-3641 �\ Round sod remrm to: 1\ Arabia parasol and Bntiky Furford 295 Coral Way 3aekwoville,Flonds 322H General Warranty Deed Made this March 24,2016 A.D.By Ivan R.Warsaw,Jr.and bantams Grealie,husband and Wde,whose address ie:750 Paradise Lane,Atlantic Beach,Florida 32233,hereunder ratted the rentor,m Adana Forbid,and Bradley Parretti,wife and husband.whom hammer is: 750 Pamtlim Lane,Atlantic Beach,Florida 32233 ,hereinafter called the grantee: IW\ercveruaEMmn ue Mm•yanw•me•ycntc^mdWrdl mrpenie menta Inwwnmt malts hail legal rtpnxnutiwm W n:iw nr ineloun,ra me 11aam.nd-1.11 pease) Witnesseth,that the gramor,krand in considermipn ofte sum rThree Hmdrv4 Thirty Six Thousand dollars&ne cent; ($336,00000)and odm valuable wuidemtkna receipt whermf u hereby ahnowledged,hereby rano,bmgaile,m]lA aline,remises, releem,convex,and confirms unm the ganke,all that certain lend surae in Duval County,Florida,viz: Lot 41,Paradise Preserve,a subdivision according to the plat thereofrecorded at Plat Hook 57,Pages 31, 31A,31H and 31 C.in the Public Records of Duval County,Florida. Farrel ID Number: Togetherwid,all the tenements,heredimmenu and appunera es thereto belonging or in thrown,nppernining. To Have and to Hold, me mare in fee simple forever. And the grentpr hereby mvamma win mid trunks tet She grantor is lewmlly seined of mid land in fix simple;that the grantor has goad right and lawful maturity to sell and convey mid and;that the grantor hereby fully warrents dm title to said bad and will defend to mare against to bwful claims of all persons whomspever;and that said and is Free of ell encundever es except rues a urmng mbemumt m Decembrr 31,2015. pEE ilnuou dwnrmnwneed-.0.1— cl u L ce OR RK 10506 PAGE 1280 (n Witness Whereof, ds,mid gmnlnr has signed and melad Nese pmsems ma day and year first above widen. Signed,/sealed ��and dddeelfffvered i/no/u�rrpres�ence: jC 4,e!( vN-a l�Gv✓fi`�../ (Seel) w�rn.men.m. _BtftI6PM.6F�E�TEG ""� �' �cemu. wmmmmmrrm�� omen-. smm of Flotida ComdyofDmal The fomgoing i-, u t was acknowledged bafam me Nis 24th dry of March,2016, 1 R Washkan,l,aal bem Ga alfa. Huabeud aad Wlh,wbo la/me,.naH,known so ma or who hm prod fi� GLENGA A9 f2'T« Si 44..,,.. Mytoemleba 8.ym t —p CIENDAN 04R1E8 ea^ass5ltls Ypp x i f -, ;May@I�Oh63B OEEDMEivl6aa Wurany Cml-IeptlmPxe Clmm'L1al¢ TOOLS Gy j9"gAV+ X INC CTC 049389 10221 t(KAMOLVD. 190UOWVIML PL 32246 904-743-2060 T)EX 904-745-6150 wwwj06naarnet ors.com U#rpMoofs@cDmc,ast.net November 18.2016 Cit;of Atlantic Beach Building Department Attached please find a permit package for: Residential Pool permit application The Farford Residence 750 Paradise Lane This pool will be built according to the following: 1) Occupancy class is Group R-3 2) Florida Building Code—2014-5"edition 3) National Electrical Code-2011 Included in the permit package are: 1) Recorded NOC Lot sq.ft 5644 2) Permit application House 1972 3) Proof of Ownership Porches 140 Driveway&walk 427 Pages are as follows: Paver decks 338 Total impervious 2848 1) Pool design 50% 2) ANSIIAPSP 7,7&15 compliance Sheet 3) ANSI/APSP 15 Energy Efficiency compliance information 4) Pump curve sheet 5) PLM filter series filter sheet 6) PLM series filter flow rate curve 7) A&A Channel drain certificate 8) A&A Channel drain flow rate&installation 9) Survey --- 10) Sheet 1 of 4—General notes&detailsI I 11) Sheet 2 of 4—Structural details �( 12) Sheet 3 of 4—Suction outlet notes&details 13) Sheet 4 of 4—Electrical notes&details Please let me know if you need additional information. REVIEWED FOR CODE COMPLIANCE Sincerely. CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL John N.Gamer,Sr. REQUIREMENTS AND CONDITIONS President RENEWED BY /Y1� DATE'J2' : -�'�'�� oJ �WH gB�bF - a CE L 4+ c V � p x , Y r \ o 8� o J L L Ea { Mg •a ddaaaadaa8aiaaaaa aaeaaa'e32aa333aaRj a :aiaaaaaaaaaaaaaa'aaaaaaaaiaaaaaaaaaa� 4 �� 2 V =a'e 38"aa aaa•.0a3 2aaa8eaa RE 2asRan; 12 ® 4 .3 aaaaaaaaa=_ a aaaaaaaaaedda aaaaas as a y A .==-aaaaaaaa.aaaaaaaaaaaaaaiazsaaaa a p s � •aaaaa addwaa3 aaaaaaaaaaa aasaaaaaaa'Ill 8 0 OO O -s.?aaa d arida '3'9e3a a as 6aa3 aad aa's•.aa saasa'oaadd dda e3a3a'oaa lana d ai as e •==' � .19a aad' d'aadaad ava3a'aa'oi as adaaaa �# g B 8 8 gs o o e a99a9 _ aadaaaa>dadaaaaa•aaaaaaazza §§ g g� s jig! $ dI � -.� � � s ceawmrmmlisa eo n,� 1 i I 1-211 �i hjo El � 6 a s w s g @ T 1�Iv _ c e ® �a :�>00C,5 ay -r6/4n/ 6T/42NC/2 '75D P4Rd D i 5% GON s- ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS CmnPoreM SeNon ft uiremmts Oe 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on-off switch mounted outside of the heater Heaters 431.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, or for pool with 60%of documented pool heating from on-site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 V 5.1.1 Pool filter pump listed In database 5.3.1 Pool fiher pump with total horsepower 1.0 or more is multi-speed Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. ✓ System installed with solar,or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal orvertical pipe after the filter and before a heater,or built-in or built-up connections,or dedicated I to and from the pool. 5.5.6 Directional inlets for mixing pool water. FIE: COPY 4/5113 An51/AP5P/ICC-IS Sbn&rc Wraing Committee ro. 2 of IntelliPro° VS 3050 High Performance Pump Dimensions and Performance ' � I IIS NSF. usrto cucen.e osiea '' 120 35 100 Li 30 3450 rpm D«25 `w F' 3 @3110 rpm I 3 gg �20 `060 b E I5 � 2350 rpm _ LL Q to s . 20 560 pm 5 750 rpm ;3 'g� 0 0 20 40 60 N 100 Ito 140 160 U.S.Gallons per minute 5 10 Is 20 z M 35 Cubic Meters per hour FCOPY -- _ II.047 14480 r�10'75 See page 494 for replacement parrs PLM Series Filters • Typical Installation-aboveground pools,inground pools,and inground hot tubs • Quality Construction-Durable two-piece tank housing constructed of rugged ABS thermoplastic to ensure a long-lasting tank life • Easy Access-PosAings locking ring provides safe,fast access to unit internals • Patented Design-The patented,innovative balanced flow design first introduced wish the System:3 Mod Media filter is now areilable in the smaller System:2 filter virtually maintenance-hee operation for pools of all sues • Low Maintenance-Complete media coverage System:2 Modular Media Filters combined with shallow pleats means greater dirt holding PLM Series capabilities,resulting in longer filter cycles and less Pn[ecnd by U.S.Panna Number 5.653.831 leaning and6.036,853 • Large Drain Plug-Filter includes 2 in.NPT Drain Pons.which are provided with reducer bushing and 1-1/2 in.drain plug Sta-Rite's modular media filtration is the perfect match for both the inground and aboveground pool markets. Advances in media technology and balanced Flow design provide dirt-loading capabilities up to 15 times greater than sand filters of equivalent size.Virtually maintenance-free operation for today's pool owner. The small diameter footprint makes the System:2 filter a perfect fit for new and retrofit installations. Modular Filter Tanks allows for quick change of filter medias without changing the tank.Contemporary style and matte black finish looks attractive in any pool setting. r PLMI00 MCI 38-100 14-36,000 18-18,000 23-60.000 2m 41 PLM125 125 47-129 17-45.000 22-60,000 28-75.000 tin. 42 PLMI50 I50 56-150 20.51,000 27-8.000 34-90.000 tin. 43 PLM17S 175 66-150 2454.000 31-72,000 39-90.000 2 in, qq PLM200 200 75-ISD 2754,000 36-72,000 45-94000 2h PLM300 300 43 I,113-I50 41-5,1,00054-72,000 68-91),000 21n. 53 Bowdon NSFrecnmme'ded Now rats for morwroal u.375 GPM Per Nm o ew Nobar. pereang Umin-maximumcennnuLeinn er WmPa cure PSI. Note No ba<kwuM1 rive reubM. faun 10 -F(40'applindana.maximum oDenurym[er wmpenmre linorml 9 61m)IOfFMO'q. PLM Series Filters 27002-01005 100 Sq,Fc Replacement Module for PLMIOp 115 27002-01255 125 Sq.Fa Replacemenv Module for PLM125 12 27002-01505 150 Sq.Fc Replacement Module for PLMI50 13 2]002-01]55 175 Sq.Ft Replacement Module for PLMI25 14 27002-02005 200 S,Ft Replacement Module for PLM200 19 27002-03005 300 S,Ft Replacement Module for PLM 300 Beal U28-820F 2in.x I-112 in.Pipe Reducer Bushing 1 27001-01305 Spring Check Valve PLM300 I� NSF. gala P� ® un.d _f I xwm ewo � run rm -iun fa F' Fi rim All dimensions shown in inches. 20 18 2 18 S .r.. ... y 14 12 W 10 G g 7 N 6 PLM100.PLM125, W PLM ISO,PLMI]5, Q 4 PLM200.PLM300 a 2 0 10 20 40 60 80 100120 140 160 FLOW RATE IN GALLONS PER MINUTE See page 332 for replacement parts. � r _F _�� _ 07 r t o rc 9 f d Y'2e Y2�ry y 3•:�. 2Y-j -2 '^•�s� l�i.�a `�`� n•�V�+Sj'aa t x;�1 n�V1V � 1 1��1�� 1f �+�NY�'i1 }�i�V�1i� 0 4'rP r��i 1��; X17 {t°I ht A� � �$ 117t �• {rlr M7 tAM1 � ! t4 In p� x: /T - l� v ,�a, m :a ° moCa v`oi v`oi v`oi v`oi v°Oi v°0i wo 8 zE �' Em �`. L C � w � � W p G T vt T v� •S N � G � C D N �h i z N v m O m 6Z3 'Za � a a �o ao ao ,o £ O o O O - - L v1 vl V1 vl Vf h O W 1 N v Vl Vl V1 Vf v1 Vl O y � N a . N _ o � _ 9 � r OG �L • Vhf M N V t�+f � � m O = � mm � O c 3 < p ar o — Yv u y s w a m e O T tl o U a T _ G Ei o o = 0 : ilii; � 4� o%l "ww � l11491,^ ��u n� !. wun �� � ' ��i wry �( � 11 �� t��� �f4 � } } {�� !t .V71� h {�1f � A {i �} �1 .J� �t q 1lYZfa4Yp u� v t 0 R Ya4i t= 4+;%yA � l�^��h! }�} � `0 •'rl�Rpp� � �t _a"Y •7 ��2�p• Note to the Plumber: With the A&A Channel Drain (a submerged fitting) it is necessary to run only one suction riser, per suction line, up through the floor of the pool. (Because the Channel Drain is an un-block able fitting, no other fitting is necessary.)This riser must be installed directly in the center of the pool, at its deepest point, and instead of installing a CAP on the top of the riser,for pressure testing,the Channel Drain must be installed. If a hydrostatic valve is required, see page 3 for plumbing details. The maximum flow rate of the Channel Drain, certified by the NSF, is 196 GPM (1.Of/sec) for single suction&227 GPM (1.1fUsec)for dual suction drains. Maximum flow rate for each model is not to be exceeded) SEE SEPARATE INSTRUCTIONS IF THE CHANNEL DRAIN IS GOING TO BE INSTALLED AS A SIDEWALL SUCTION OUTLET. NEVER INSTALL THE CHANNEL DRAIN IN A SEAT OR A BACKREST AREAI I. Since the Channel Drain is to be installed at the plumbing stage, it is important that it is installed directly in the middle of the deepest point of the pool and that it is set at the proper height since it will determine the pool depth. 2. In order to ensure that the Channel Drain is set at the proper height, a string must be run across the pool from the top of the bond beam forms and directly over the lowest point in the pool where the drain riser will be located. (See Figure 1) 3. Plumb the main drain line to the Smg From Bond Bum Foam to Bontl Bum Fenn riser but don't glue the riser into Bo^d Bum Fo the 900 EL or the 900 EL onto the / horizontal suction line until the \v\\ \\ \ length of the riser has been diddle of Pool determined. (See Figure 2) 4. The top rim of the Channel Drain must be set so that the distance Pool Plos]InFna from the string to the top edge is: the Pool Depth + 3".Adding the 3"to the pool depth compensates i This and Waw is addmtl only \ \ \ for the fact that the actual water a rerare^se]o snow that es line will be 3" below the top of the I the Iwal should also he bond beam form or middle of the I applied across the ends as 6"file row. L well as along the length. - 5. It is recommended that the Channel Drain be plumbed with a minimum 3"suction line. Certified flow rates are based on 3"plumbing only. i/\�\/, 6. Determine the suction line size that will be used on the current installation and select the method of determining the Height of the !* Channel Drain (see Figure 3). l Revised 3.31.09 POOL AND SPA HEAT ER - EMMOM •Lightweight-Lightest heater in its class Eco° Best-in-class-energy efficiency' Selda eC •compact Design-Ideal for retro-fit installations • Easy to Switch-Change gas sources with installation �pInVTA1R of separate orifice • Environmentally Friendly-All units are low NO- Rustproof Housing-SLeek.matte black enclosure is made of Dura-Gla-"-an exclusive Sta-Rite material that handles the heat and weathers the elements • Lower Operating Costs-84%efficiency rating-rated tsl in its class for highest energy efficiency Max-E-Therm Pool and Spa Heater • Custom or Retrofit-Direct-connects to Sta-Rite SystemL7°,Mad Media'Inter or easily fits other systems For indoor or outdoor installations on Pools and spas.Features include an LED temperature readout with dual thermostat controls,temperature safety Lockout.and 6-position control panel.PMO burner technology requires no outdoor draft hood.Proven Dura-GLas'rust-proof construction with plastic manifold and PVC union connections.Heavy-duty(HDI unit with cupro-nickel exchanger stands up to the harshest of applications. _ like low pH.high flow or heavy use. ' SR200NA Max-E-Therm 200 BTU Natural Gas Heater 20D 131 200LP Max-E-Therm 200 BTU Propane Gas Healer 200 131 SR2 ❑ Max-E-Therm 200 BTU Heavy Ouly Heater 200 131 460767 Max-E-Therm 250 BTU AHME Natural Gas Healer 250 51 151 460768 Max-E-Therm 250 BTU ASME Propane Gas Heater 250 SR333NA Max-E-Therm 333 BTU Natural Gas Healer 333 138 HR337LP Max-E-Therm 333 BTU Propane Gas Healer 333 130 SR333H0 Max-E-Therm 333 BTU Heavy Duty Heater 333 138 HR400NA Max-E-Therm 400 BTU Natural Gas Healer 600 138 BR400LP Max-E-Therm 400 BTU Propane Gas Heater 400 130 SR400H❑ Max-E-Therm 400 BTU Heavy Duty Healer 00 138 460763 Max-E-Therm 400 BTU ASME NA Heater 600 69 460766 Max-E-Therm 400 BTU ASME LP Heater 600 169 Nate:The Max-E-TMrm'HNter iz certiliee Carlow NDx emissions. surround Copper Heal Exchanger04%Efficient. Heavy Duty IHD)Cupro-Nickel Heat Exchanger 81%Elfic enl. OP : ■ ;) , || \: s GENERAL NOTES 1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONTRACTOR'S PO L PLAN LADDER 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILD[4G 2014 AND FLORIDA BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSI NSPI NATIONAL " STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSUNSPI NAT ONAL STANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC COD -LATEST. MINIMUM REINFORCEMENT#3 SEE STRUCTURAL NOTE 5 CROSS 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLEE S OTHERWISE NOTED. BARS SPACED 10"O.C.E.W. TYPICAL POOL S TO 8'DEEP z BRACE 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTIO IN EASEMENTS OR TYPICAL RECOMMENDED REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY YOUT AND ALL = w DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. ---___________, 8"-11 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO PO L AND ITS EQUIPMENT AND SHOTCRETE STEPS OR ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. BENCHES AS NEEDED 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. ESCUTCHEON PLATE 3"-6" 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC BREkK WILL BE PROVIDED. IF - _ _ _ I "WATER AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE ANCHOR SOCKET LEVEL WATER LINE USED TO SUPPLY THE POOL. RADIUS 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THESE DR kWINGS ALSO RELATE TO6" EXTRA TRANSVERSE � � SPA CONSTRUCTION. REINFORCEMENT-#3 10'LENGTH UNDISTURBED - �+ 9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE N-OFF SWITCH MOUNTED SPACED ON 10"CENTERS EWED FOR CO E CO VOIDS) LADDER TREADS OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUST NG THE THERMOSTAT BETWEEN MAIN BARS, /� � //�� _ SHALL BE SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. FICIENCY RATINGS MUST CENTERED ON TRANSITION(MAY CITY OF ATLA RUBBER BUMPER SLIP-RESISTANT COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. BE ELIMINATED IF NO L POOL WALL 10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE ML ST BE ELIMINATED. THE TRANSITION EXISTS) SEE PERMITS F 143 DIAGONAL,E.W.AT DRAIN � NS OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SIMILAR TO LIGHT NICHE DETAIL SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPINGSYSTEM IN AREAS WHERE REQUlREM � s MIN GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION YPICA OUT D LADDER DETAIL 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY CO PONENTS SHALL BE IN NTS RENEWED 8Y. N.T.S. PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 FLOOR REINF.AS PER 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTE . PLAN/PERMIT ISSUANCE STANDARD PLAN DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND - WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW _ r YEAR. THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE 1 ADJUSTABLE FLOOR INLET. MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) TO PUMP I-I II Iz- STRUCTURAL NOTES AFTER FULL CLOSE,BACK OPEN ILI I I- - FINISHED POOL 1/2 TURN.(FLOOR INLETS SHALL PIPE SIZE 6 FT/S 8 FT/S 10 FT/S L IIF _ FLOOR BE FLUSH WITH POOL FLOOR.) ,-I 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING S ALL BE#3 BARS AT 10"ON 1" 16 GPM 21 GPM 26 GPM - 2-#3 BARS BENT CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0"AND 10'0", I-I AS SHOWN EACH USE#3 BARS AT 5"ON CENTER VERTICALLY STARTING AT 3'0"DEPTH IN THE AREA OF THE POOL OVER 6'IN 1}2" 37 GPM 50 GPM 62 GPM 1 112"DIA. -I I II (I WAY AND LAPPED TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12"ON CENTER EACH WAY WITH 20"LAR JOINT IN WALLS AND FLOORS2" 62 GPM 82 GPM 103 GPM HYDROSTATIC RELIEF _I 18"WITH FLOOR UP TO 6 FEET IN DEPTH;BETWEEN 6'0"AND 10'0",USE#4 BARS AT 6"ON CENTER ERTICALLY STARTING AT 3'0" I _ REINFORCEMENT. - � - PIPE BOTTOM 12" DEPTH IN THE AREA OF THE POOL OVER 6'0"IN TOTAL DEPTH). NOTE APPLIES TO NORMAL,NON-EXPANSIVE I-)I ` 88 GPM 117 GPM 146 GPM PERFORATED.(SEEI- MIN.3" SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT -I SUPPLY HEADER GENERAL NOTE 13) °r° CLEARANCE WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEPARATION BARRIER,MINIMUM 3" 138 GPM 181 GPM 227 GPM _ I.FROM EARTH COVER SHALL BE 3";WITH A BARRIER(STEELTEX)BETWEEN CONCRETE AND E4R H,MINIMUM COVER SHALL BE 4" 234 GPM 313 GPM 392 GPM 314"-1-1/2" I I I I I- 2". NOTE: DRAIN ROCK -I 2. POOL WALLS SHALL BE MIN.6"THICK AND FLOORS SHALL BE MIN.6"THICK ANDS ALL BE PNEUMATICALLY CONCRETE ENCASEMENT OCCURS 6" 534 GPM 712 GPM 900 GPM I(- APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE ONLY AT THE RETURN FITTING. PUMP SIZE WILL VARY DEPENDING ON THE PUMP 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. M1141MUM WALL THICKNESS MUST SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE _ BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO"NORMAL"SOILS ONLY. POOL FLOOR INLET DETAIL SPECIFIC POOL NEEDS. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BEC DMPACTED TO PROVIDE A MAIN DRAIN DETAIL 24"SQ STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL N.T.S. ORO BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEP ABLE MATERIAL AND N.T.S. PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, HE POOL MUST BE REDESIGNED. PLANS EXPIRE: PLANS VALID FOR THIS ' 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF,1500 PSF FOR FREEST DING WALL. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE BUILDING DEPT. ONLY. DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR o: SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HA E THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA. 6m ° OCTOBER 24 6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDING O UBC SECTION 1922 AND ACI •' .:;;,�.:," t 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LESS THAN FIVE T ONE. WATER LEVEL(CENTER 2017 CITY OF JACKSONVILLE, FL 7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THA 40F AND FALLING,OR IF LINE OF SKIMMER) TEMPERATURE 1S GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HEAVY RAI . 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW HYDRATION z EQUALIZER FITTING AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL. SPRING LOADED VERTICAL N W/VGB-COMPLIANT t RESIDENTIAL 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE,THE F OOR SHALL BE POURED PRIOR CHECK EQUALIZER VALVE GRATE(IF INSTALLED) GENERAL NOTES AND TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. TO PUMP SUCTION Certificat u rity No.28177 DETAILS 10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTTOM OF TH POOL EXCAVATION MUST BE VACUUM FITTING-SEE i4 OX 4 �aP �O OAK SUITE 101 IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. NOTE 3 BELOW ►i`� �D, O�g IL�F,� 10,.{�� 11 BE DREINFS MUST(BE SHARP. UBCSHALL S CTIONS 19076192 AND 924SPLICES SHALL BE US D AS GUIDE INE DIAMETERS. ALL NOTES: Oeeeeeee` 1*00. �`t•• 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION NO IDE-BY-SIDE 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN �ee� `�_:• tC E/VS •,•C .�,� S ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. � e t/ r POOLS BY JOHN GARNER PERPENDICULAR TO SPRAY. 2. EQUALIZER LINES,WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" • • 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO REBAR BELOW THE MAX.OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVERIGRATE.IF6714 CPC 049389, 1456631, 1457486 SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED,THE SKIMMER PORT MUST BE PLUGGED. - 10221 BEACH BLVD. 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL,1-#4 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" = : , BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A e s JACKSONVILLE, FL 32246 15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF HE BOND BEAM PROVIDED A SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. F 904-743-2060 MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. ®� • .o p�' 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL '��O `•• °.° 17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR IL,THE RAISED PORTION s'rs�° n ` s s'„say,••° � eee DwG.BY: NPS SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTA IC PRESSURES. 'A4?"'?"t� ' Wl ALsee`°e NOT TO SCALE SHEET 1 OF 4 APPROVED BY: SEL +'E/IFfli@!l Alia§l6�ii z s GENERAL NOTES 1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONTRACTOR'S PO L PLANLADDER 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDI G 2014 AND FLORIDA BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSI NSPI NATIONAL $ "'�` j , - STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSP!NAT ONAL STANDARD-3 FOR _ py PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC COD -LATEST. MINIMUM REINFORCEMENT#3 TYPICAL POOL 3'TO 8'DEEP SEE STRUCTURAL NOTE 5 CROSS z 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. BARS SPACED 10"O.C.E.W. g BRACE 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTIONIN EASEMENTS OR TYPICAL RECOMMENDED N REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 8"-11 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TOP L AND ITS EQUIPMENT AND SHOTCRETE STEPS OR ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. BENCHES AS NEEDED---_____________, a 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONS RUCTION AREA TO , PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. ESCUTCHEON PLATE 3"-6" 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC BR K WILL BE PROVIDED. IF WATER AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE LEVEL WATER LINE USED TO SUPPLY THE POOL. RADIUS ANCHOR SOCKET 6" 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO EXTRA TRANSVERSE SPA CONSTRUCTION. REINFORCEMENT43 10'LENGTH UNDISTURBED 9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLEON-OFF SWITCH MOUNTED SPACED ON 10"CENTERS IEWED FOR - 0 E CO b6M VOIDS) LADDER TREADS OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSI ING THE THERMOSTAT BETWEEN MAIN BARS, SHALL BE SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOTLIGHT. EFFICIENCY RATINGS MUST CENTERED ON TRANSITION(MAY CITY OF ATLA RUBBER BUMPER SLIP-RESISTANT COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. BE ELIMINATED IF NO L POOL WALL 10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE M ST BE ELIMINATED. THE TRANSITION EXISTS) SEE PERMITS F 143 DIAGONAL,E.W.AT DRAIN REQUIREM ANNS � --I I-- OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SIMILAR TO LIGHT NICHE DETAIL SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING 13YSTEM IN AREAS WHERE 6"MIN. GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION V YPICA ' OUT DETAIL LADDER DETAIL 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN NTS RMEWED 8 i• N.T.S. PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 FLOOR REINF.AS PER 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE STANDARD PLAN DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND - WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING i NY PERIOD OF ANY GIVEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW _I YEAR_ THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE 1 (-I(1 ADJUSTABLE FLOOR INLET. MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) TO PUMP STRUCTURAL NOTES AFTER FULL CLOSE,BACK OPEN III_ FINISHED POOL 112 TURN.(FLOOR INLETS SHALL PIPE SIZE 6 FT/S 8 FT/S 10 FT/S _I ( L FLOOR BE FLUSH WITH POOL FLOOR.) 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING S ALL BE#3 BARS AT 10"ON 1" 16 GPM 21 GPM 26 GPM -2-#3 BARS BENT CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEF TH. BETWEEN 6'0"AND 10'011, I-I AS SHOWN EACH USE#3 BARS AT 5"ON CENTER VERTICALLY STARTING AT 3'0"DEPTH IN THE ARE OF THE POOL OVER U IN 1}l^ 37 GPM 50 GPM 62 GPM 1 1/2"DIA. -III I I WAY AND LAPPED TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12"ON CENTER EACH WAY WITH 20"LA I JOINT IN WALLS AND FLOORS 2" 62 GPM 82 GPM 103 GPM HYDROSTATIC RELIEF _I 18"WITH FLOOR UP TO 6 FEET IN DEPTH;BETWEEN 6'0"AND 10'0",USE#4 BARS AT 6"ON CENTER fERTICALLY STARTING AT 3'0" t PIPE BOTTOM 12" _ REINFORCEMENT. DEPTH IN THE AREA OF THE POOL OVER 6'0"IN TOTAL DEPTH). NOTE APPLIES TO NORMAL,NON-EXPANSIVE I I-I I I ` ' 2y2" 88 GPM 117 GPM 146 GPM PERFORATED.(SEE -III ao I I- CLEARANCE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT SUPPLY HEADER GENERAL NOTE 13) - I, 3/4 -1-1/2 WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEPARATION BARRIER,MINIMUM 3" 138 GPM 181 GPM 227 GPM FROM EARTH _ COVER SHALL BE 3";WITH A BARRIER(STEELTEX)BETWEEN CONCRETE AND EAR ,MINIMUM COVER SHALL BE 4" 234 GPM 313 GPM 392 GPM " " I I I- 2". NOTE: DRAIN ROCK 2. POOL WALLS SHALL BE MIN.6"THICK AND FLOORS SHALL BE MIN.6"THICK AND SI iALL BE PNEUMATICALLY CONCRETE ENCASEMENT OCCURS 6" 534 GPM 712 GPM 900 GPM APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE ONLY AT THE RETURN FITTING. PUMP SIZE WILL VARY DEPENDING ON THE PUMP • I I I 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MI IMUM WALL THICKNESS MUST SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO"NORMAL"SC ILS ONLY. POOL FLOOR INLET DETAIL SPECIFIC POOL NEEDS. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A MAIN DRAIN DETAIL 24"SQ STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL N.T.S. ORO BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCE ABLE MATERIAL AND N.T.S. PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, HE POOL MUST BE REDESIGNED. 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF,1500 PSF FOR FREESTANDING WALL. PLANS EXPIRE: PLANS VALID FOR THIS ' 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE BUILDING DEPT. ONLY. DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING TRUCTURES. CONTRACTOR o SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA. C° OCTOBER24 6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDING O UBC SECTION 1922 AND ACI •! �;.:,, 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LESS THAN FIVE T ONE. WATER LEVEL(CENTER 2017 CITY OF JACKSONVILLE, FL 7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THA 40F AND FALLING,OR IF LINE OF SKIMMER) TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HEAVY RAI . 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW HYDRATION z EQUALIZER FITTING AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL. SPRING LOADED VERTICAL N W/VGB-COMPLIANT (�■ RESIDENTIAL 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE,THE F OOR SHALL BE POURED PRIOR CHECK EQUALIZER VALVE GRATE(IF INSTALLED) `•/� GENERAL NOTES AND TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTI N. TO PUMP SUCTION Certificate u rity No. UITE DETAILS 10. IF EXPANSIVE SOILS CLAYS ARE ENCOUNTERED,THE SIDES AND BOTTOM OF E POOL EXCAVATION MUST BE VACUUM FITTING-SEE yt4t�� � (CLAYS) 43 �aP �IO OAK � SUITE 101 IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. NOTE 3 BELOW %% LAK 'ispB 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE ATL AST 40 BAR DIAMETERS. ALL `��`\" 3- 3+F "'4'i' BENDS MUST BE SHARP. UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED AS GUIDELINE. NOTES: ```e° ••• •�+ • •• `rZ�, 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN �� ; `V E r VS ••• l! 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION,N SIDE-BY-SIDE ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. "�4 � e C/ P POOLS BY JOHN GARNER PERPENDICULAR TO SPRAY. 2. EQUALIZER LINES,WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" • • 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO REBAR BELOW THE MAX.OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE.IFg 7 4 CPC 049389, 1456631, 1457486 SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED,THE SKIMMER PORT MUST BE PLUGGED. - _ 10221 BEACH BLVD. 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CL RVATURE OF THE WALL,1-#4 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" = ' • BAR MAY BE SUBSTITUTED FOR 2-#3 BARS 1N ORDER TO MAINTAIN A MINIMUM 2.E INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A `s = JACKSONVILLE, FL 32246 15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF FHE BOND BEAM PROVIDED A SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. +Q A 904-743-2060 MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. .•�r�'�: s sAl • iii y� 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTEI ZED. SKIMMER AND VACUUM FITTING DETAIL '�, ©,�. • .• �, �< 17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR S "THE RAISED PORTION �°ss�� ' "'°•°ao�••� �,�® NOT TO SCALE DWG.BY: MAC SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTA IC PRESSURES. ..o.�a ALi Jg� SHEET 1 OF 4 APPROVED BY: JEL z GENERAL NOTES 1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONTRACTOR'S POOL PLAN 0 LADDER 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUIL ING 2014 AND FLORIDA , BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND AIN SI/NSPI NATIONALkj STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI N TIONAL STANDARD-3 FOR F PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CC DE-LATEST. MINIMUM REINFORCEMENT#3 ASEE STRUCTURAL NOTE 5 Z CROSS 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNL SS OTHERWISE NOTED. BARS SPACED 10"O.C.E.W. TYPICAL POOL 3'TO 8'DEEP BRACE 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR TYPICAL co RECOMMENDED REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERT Y LAYOUT AND ALL - DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 8"-11" 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO OOL AND ITS EQUIPMENT AND SHOTCRETE STEPS OR ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. BENCHES AS NEEDED---___________, 'v 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO \ W PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. ESCUTCHEON PLATE 3"-6" 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC BREAK WILL BE PROVIDED. IF - _ WATER AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WILL BE REQ IRED ON THE POTABLE LEVEL RADIUS ANCHOR SOCKET WATER LINE USED TO SUPPLY THE POOL. � 6" 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO EXTRA TRANSVERSE SPA CONSTRUCTION. REINFORCEMENT43 10'LENGTH UNDISTURBED9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED SPACED ON 10"CENTERS IEWED FOR CO E COM P&M VOIDS) LADDER TREADS OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJU STING THE THERMOSTAT BETWEEN MAIN BARS, _ SHALL BE SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST CENTERED ON TRANSITION(MAY CITY OF ATLA RUBBER BUMPERSLIP-RESISTANT COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. BE ELIMINATED ON EXISTS)NO SEE PERMITS F t- POOL WALL 10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE UST BE ELIMINATED. THE 1-#3 DIAGONAL,E.W.AT DRAIN OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SIMILAR TO LIGHT NICHE DETAILNS SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPIN SYSTEM IN AREAS WHERE REQUIREM �C 6"MIN. GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION ` YPICA OUT LADDER DETAIL 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY C MPONENTS SHALL BE IN NTS REVIEWED BY. N.T.S. PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 FLOOR REINF.AS PER 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORREC FED. PLAN/PERMIT ISSUANCE STANDARD PLAN DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN ARE S WHERE THE GROUND - WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURINO ANY PERIOD OF ANY GIVEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOWYEAR. THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE 1 MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) ADJUSTABLE FLOOR INLET. ---TO PUMP STRUCTURAL NOTES AFTER FULL CLOSE,BACK OPEN III_ FINISHED POOL 1/2 TURN.(FLOOR INLETS SHALL PIPE SIZE 6 FT/S 8 FT/S 10 FT/S =III L _ FLOOR BE FLUSH WITH POOL FLOOR.) - 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE#3 BARS AT 10"ON 1" 16 GPM 21 GPM 26 GPM -2-#3 BARS BENT CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET D EPTH. BETWEEN 6'0"AND 10'0", y" 37 GPM 50 GPM 62 GPM I-I AS SHOWN EACH USE#3 BARS AT 5"ON CENTER VERTICALLY STARTING AT 3'0"DEPTH IN THE AR OF THE POOL OVER 6' 1 IN 1 1/2"DIA. -III I I WAY AND LAPPED TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12"ON CENTER EACH WAY WITH 20"LAP JOINT IN WALLS AND FLOORS 2" 62 GPM 82 GPM 103 GPM HYDROSTATIC RELIEF _) 18"WITH FLOOR UP TO 6 FEET IN DEPTH;BETWEEN 6'0"AND 10'0",USE#4 BARS AT 6"ON CENTERVERTICALLY STARTING AT 3'0" I _ REINFORCEMENT. DEPTH IN THE AREA OF THE POOL OVER 6'0"IN TOTAL DEPTH). NOTE APPLIES O NORMAL,NON-EXPANSIVE I PIPE BOTTOM EE .I I �" 2�" 88 GPM 117 GPM 146 GPM PERFORATED.(SEE _III I I MIN.3" SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT -! SUPPLY HEADER GENERAL NOTE 13) 00 CLEARANCE WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT S ARATION BARRIER,MINIMUM 3" 138 GPM 181 GPM 227 GPM FROM EARTH COVER SHALL BE 3";WITH A BARRIER(STEELTEX)BETWEEN CONCRETE AND _TH,MINIMUM COVER SHALL BE 4" 234 GPM 313 GPM 392 GPM 3/4"-1-1/2" I I I I I- 2". NOTE: -I 2. POOL WALLS SHALL BE MIN.6"THICK AND FLOORS SHALL BE MIN.6"THICK AND SHALL BE PNEUMATICALLY CONCRETE ENCASEMENT OCCURS 6" 534 GPM 712 GPM 900 GPM DRAIN ROCK IIII APPLIED (- CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS CONCRETE DECK SHALL BE ONLY AT THE RETURN FITTING. PUMP SIZE WILL VARY DEPENDING ON THE PUMP e 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. AINIMUM WALL THICKNESS MUST SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE _ BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO"NORMAL" OILS ONLY. POOL FLOOR INLET DETAIL SPECIFIC POOL NEEDS. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A MAIN DRAIN DETAIL 24"SQ STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOU IJTERED IN EXCAVATION SHALL N.T.S. ORO BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND N.T.S. PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVE ,THE POOL MUST BE REDESIGNED. PLANS EXPIRE: PLANS VALID FOR THIS ' 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF,1500 PSF FOR FREESTANDING WALL. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BYACCEPTABLE METHODS. THE BUILDING DEPT. ONLY: DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING, a STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES IIAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL,OR VICE VERSA. co OCTOBER 24 6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDIN TO UBC SECTION 1922 AND ACI ,s..:: t 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LESS THAN FIVETO ONE. WATER LEVEL(CENTER 2017 CITY O F JACKSONVILLE, F L 7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS TH N 40F AND FALLING,OR IF LINE OF SKIMMER) TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HEAVY R%IN. 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW HYDRATION z 2 EQUALIZER FITTING AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL REINFORCEMENT STEEL. SPRING LOADED VERTICAL N W/VGB-COMPLIANT t RESIDENTIAL 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE,THE FLOOR SHALL BE POURED PRIOR CHECK EQUALIZER VALVE GRATE(IF INSTALLED) GENERAL NOTES AND TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS,APPLICATIONS OULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. TO PUMP SUCTION Certificat u rity No.28177 DETAILS 10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND BOTTOM OF HE POOL EXCAVATION MUST BE VACUUM FITTING-SEE �t4 tQ� 43A'�aAY��LO OAK � SUITE 101 IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. NOTE 3 BELOW ,� ii,� 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE LEAST 40 BAR DIAMETERS. ALL NOTES: �`°,°`3 glto•'ZZ3� •6t BENDS MUST BE SHARP. UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED A GUIDELINE. .` -k,`" ' `G EI�s•• ` 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN ��` : •. ��r 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION,NOT SIDE-BY-SIDE ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. �� �: ; C/ 'r PERPENDICULAR TO SPRAY. POOLS BY JOHN GARNER 2. EQUALIZER LINES,WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" o. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDES IOTCRETE FACE TO REBAR BELOW THE MAX.OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE.IF7 4 CPC 049389, 1456631, 1457486 SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED,THE SKIMMER PORT MUST BE PLUGGED. - 10221 BEACH BLVD. 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL,1-#4 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" = ' • BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTAIN A MINIMUM .5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A •s = JACKSONVILLE FL 32246 15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER THE BOND BEAM PROVIDED A SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. A 904-743-2060 MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. �, ' ;•�Q' 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL ''�, ®�'e •e �v a��. 17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION �'<.s (1•� a •'06p5••`•e,`� °°<° DWG.BY: MAC SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSI RTIC PRESSURES. 's�N OAtALet�A rte\ s NOT TO SCALE SHEET 1 OF 4 APPROVED BY: SEL d!!!title 11111W101 A. 3"MIN.(TYP.) EXPANSION JOINT 8"-11" n DECK SLAB VINYL DECK SLAB 6" 112"WHITE VINYL JOINT 8"-11" STRIP(NIA FOR PAVER WATER LINE T LE, DECKS) GLAZED,MIN. _ —�� JA TILE _ 060 oil. co CONCRETE DECK(OPTIONAL) — SEE STRUCTURAL NOTE 15ALTERNATE LOCATION OFWITH SLIP RESISTANT TOPPING 11 0 cop ON COMPACTED GROUND WITH BOND BEAM REINBOND BEAM BAR(TYP)ALL ORGANIC MATERIAL REMOVED.4"THK.WITH FIBER BARS BON FOMESH,6"WITH#3 REBAR TYPICAL WALL RET RN,OR / BOND BE VACUUM FITTING,WITH ( ( ci o 3 EA#3 REBAR CONTINUOUS 18" WATER STOP FLANGE ii.. Z Z LAP SPLICES AS NECESSARY '� 3" o O LIGHT FIXTURE& MIN. 1 z a CANTILEVER DECK DETAIL COPING DETAIL 3" NICHE ( g N.T.S. N.T.S. _ Q MIN. "— R=6"WHENH=3'-" C° .< RADIUS INCREASE 6"FOR EACH 1'OF DEPTH<5'-0" 2-#3 EACH WAY R=2'-0"WHEN H= '-0" RADIUS INCREASES V FOR EACH 1'OF DEPTH>5'-0" 1 STD.REINF.: QUARTZ AGGREGATE PLASTER FINISH I 1 6" #3 REBAR @ 10"O.C.B.W.MIN. SHOTC RETE WALL EXPANSION JOINT DECK SLAB COVER 3"(EARTH SIDE),2- 6"MIN SHELL (POOL SIDE). REFER TO THICK ESS STRUCTURAL NOTE#1 FOR �_ _ _` LIGHT NICHE DETAIL ALTERNATE SCHEDULE. — — N.T.S. 2T#3BEND DOWN I BOND BEAM BARSTYPICAL POOL WALL SECTIONBAR BEND SCALE:N.T.S. #3AS SO 343 I 0 I SPA WALL SKIMMER DETAIL MN.INIMAL BOND BEAM SCHEDULE N.T.S. NOTE: MAYBE USED WITH DEPTH OF CONCRETE SAND,GRAVEL,OR ROCK WATER FT THICKNESS SOIL CONDITIONS ONLY. INCHES 10"MIN. 3.0 6 6"MAX. WATERf12" �LL,'TERNATE TROUGHMBING 3.5 6 �' SEE SPA WALLS H. ATION AT GRADE 4.0 8 6" SEE STRUCTURAL (I I= AT GRADE 4.5 10 2-#3 BARS NOTE15(OR1-#4 BAR) PLANS EXPIRE: PLANS VALID FOR THIS 5.0 10 WATER � OR ELEVATED BUILDING DEPT. 0NLY" VERTICAL HORIZ.REIN.#3 BARS 8" TROUGHO.C.FOR FREE STANDING aOCTOBER 24, REINFORCEMENT#3- WALLS =101NCH CENTERS. TYPICAL REINF. ORCITY OF JACKSONVILLE FL NOTE:GREATER WALL VERT.REINF.SEE SPA 10"O.C.E.W. 2O ( s WALL SCH. THICKNESS(T)OR z DOUBLE CURTAIN REINFORCEMENT MAY • to BE USED IF REQUIREDRESIDENTIAL FOR AESTHETICS OR SHEER DESCENT DETAIL PLUMBING N.T.S. FLOOR REINF.CONT. CertificatvitA tthorii fytnp_28177 STRUCTURAL VEL DETAILS FROM SPA TO POOL 43IO K ® 101 MIN.15"LAP EITHER IVZ2 �Gs DIRECTION SPA DETAIL o`�```0�0�.`o•�\C CE /V,3**. v�PA�f �` c N.T.S. POOLS BY JOHN GARNER No 56714 CPC 049389, 1456631, 1457486 * 10221 BEACH BLVD. JACKSONVILLE, FL 32246 ����� . �Qj[j/�/�yd� 4®• �Tq 904-743-2060 BQE DWG.BY: MAC i.' NOT TO SCALE SHEET 2 OF 4APPROVED BY: SEL Z