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350 3rd St pool permit AdEL CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD 1W ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 708 INFORMATION: Job ID: 17-POOL-3127 Job Type: SWIMMING POOL/SPA Description: NEW IN GROUND POOL Estimated Value: $57,500.00 Issue Date: 2/15/2017 Expiration Date: 8/14/2017 PROPERTY ADDRESS: Address: 350 3RD ST RE Number: 169784-0000 PROPERTY OWNER: Name: Henderson, Jacqueline Address: 350 3Rd ST GENERAL CONTRACTOR INFORMATION: Name: BLUE HAVEN POOLS & SPAS ,CPC1456765 Address: 2375 ST JOHNS BLUFF RD QA KENNETH MICHAEL QUINTAL Phone: - PERMIT INFORMATION: PUBLIC WORKS: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. Pool-Wellpoint(if used)must discharge into vegetated area 10' minimum from street or drainage feature(swale,structure or lagoon). A separate Pool Permit is required. Full right-of-way restoration, including sod, is required. FEES: pP IL'IA�N1�ICr�'H/�ECC�KpF�E��ETSCCC $15/5�./0�/0� &A6CI9 A`PPR(fVF.O•r UWFACCORDANCE U4n'-ADL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5814 STATE DCA SURCHARGE $4.65 STATE DBPR SURCHARGE $4.65 Total Payments: $474.30 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION OFFICE COPY CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 Office (904)247-5826 Fax(904)247-5845 17- P=I --5 ( Z7 Job Address: 50 h r(� cST Permit Number: Legal Description L0-I" 1314 IO C k 4 �8 ,5' P6- boy Parcel# I h 1 -7S q- O o/ D Floor Area of—Sq.rt.—Sq.F Valuation of Work$ 57, Q0 Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Mo emolition pool/spa indow/door Use of existing/propused structures)(circle one): Commercial Redden ' If an existing structure,is a fire sprinkler system installed? (Circle one . s No /A Florida Product Approval# For multiple products use product approval form Describe in detail the Type of work to be performed: 1pqY O J r d Stu i m riti i {1ie S � I'myerty,Owner Information: Name Doll o ll l ✓l� Address: 5 1 at DUrA- CoJ CityLAA � P.Secrh" State [p /dhone E-Mail orFax#(Optional) MChooh 1 COM Contractor lnfo``r�mmatiow. ' J /�/ �/ / Company Name:,D 114 Q. IYtitI"�D DI 5 SI"N�7 Qualifying Agent Ke n n e_'f'k Of. � j;it 7a/ Address: 'Z 3-75' S-F E2 has lu City 7R e kS�nv i l l e_ State FZip 322!/b Office Phone 464-G z v-0610 JobSite/Contact Naber 5 i4rvt t: Fax# State Certification/Registration# ova. - N5 (.'I Architect Name&Phone# Engineer's Name& Phone# on Shead SDn 140b-Z7$- ID7I Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address ,66(i{/L : h&etiav,ch be//ra✓eh not Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance ofa permit and that all work will be performed to meet the standards ofall laws regulating construction in this jurisdiction. This permit becomes null and void fwork is not commenced within sis(6)months, or ijcaratruction or work is suspended or abandoned fw a period ofstr/6)months at any time under work is commenced. I understand that separate permits most be secured for ElecMca/ Work,Plumbing,Signs, Wells,Pools,Fumoces,Boilers,Heaters, Tanks and Air Conditioners,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 Y611i NOTICE OF COMMENCEMENT. I hereby cert f,that l have read and examined lhisgplicalion and know the same to be true and correct. All proundaas oflaws and wdiaamtt governing this type o work will be complied with whether sppam led herein or not. The granting ofa permit does not presume to give authariry to violate or cancel the provtsmns ofarry other federal,state,or�(ocal lrw regulating construction or the performance ojconstructian. Xlek Signature of Owner Signature of Contractor7, Print Name tBalhAt0rcnwa«arG Print Name 6ExVA -7W /-4-100rry 7-/Z- Sworn to and subscribed before me Sworn to and subs 'bed before me this -'+ Dayof.ooc 06,06,2 .2016 this l�Day of "if 201( Notary Public Notary Public .p KENNETH M.QUINTAL CommNsion#FF 919784 Revised 01.26. i'' '= Expires January Z6,P020 4`�P,I:n.' aae.emvr�y r.rr.ewaam,v .^;i�"'•., TOM GIkIXESPEnGFA MYCd.ZI.1 Jyx x924951 »v_ 's EXPIRES'October 5,2019 ? ' mnaxt.Nsarvueku`de a 3AI80 1Svo0 1Sv3 u n 40 �s NWLY0LlLLN301 ON N 3dld NOOMI .L/1 OMIOJ L � g LLJ S 8o ,00'09! ill 101 6 ©N0LLI.LALVmIIQfw 4 i `fel N 3dW NOMI .L/1 ONill �n gill SIN1 Ni 030(1ION, _ 3dIdM ION £l 101 30 .00'0£ 1SV3 ( p�Jk © R R O e, N3oana Eby $ aener e', N3aano " db NOHI.L/1 UN/pJ al 3d NOLI .L/t OMIOJ I m v' „ (mnU nwmwm '<_ f 1101 n anI � . .. .,� .St 10 LLJ 3 0 o' N `0 N O ... N ........L,% �' 51101 - ^ o Ll 101 013.:L �Nowra Mata ate , „- YM 39V=74MMI R i ,00'09! 8g � 8 o C�g_ \| )) � 22 # lit / oCt , | \ ! ! , , ( • � e 66 ! \ | 2LOT § ■ \ / 4 ■ | #\ ( § ROM PIPE FOUND 112- \� - " 6\jUPI �» \ P |A: = q : � ) %3 \ z #! � e , � 99 //, TV� @r , i;taw, City of Atlantic Beach APPLICATION NUMBER u� Building Department -- _. _ „ (To be assigned by[he Building Department. 800 Seminole Road _ ) Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 Fax(904)247-584.5 N 30 2017 i u 1 7 E-mail: building-dept@coab.us Date routed: / City web-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM ¢c� Property Address: J��D 3rd De rtment review re aired Yes No Applicant: � L.UE NA of £ -_S nning&Zoning Tree A minis ra or Project: Pl©p l u lic W ublic Utilities Public Safety Fire Services Reviewfee $ Dept S�gnature Other Agency Review or Per0— - or Receipt Date Verified B ---------- ---Florida-Dept..of EnvironmentaWroFlorida Dept.of TransportationSt.Johns River Water ManagemeArmy Corps of EngineersDivision of Hotels and RestaurantsDivision of Alcoholic Beverages an Other APPLICATION STATUS FPLANNING& ent First Review: [-]Approved. �enied. Comments: �� IN -/ A /_ /rrl�flGIL l.� G Reviewed Date:Second Review: Approved as revised. ❑Denied. /t PUBLICWORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date / / FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/74/09 C'_o"aCITY OF ATLANTIC BEACH DEPARTMENT OF PUBLIC WORKS 1200 Sv pipu Leve A1laafic eeacb,FL 322334318 TELEPMNE:(904)247-5834 FAX:(904)247-5843 w .wab.0 CONTRACTOR: DATE: 2-1-17 Blue Haven Pools&Spas PERMIT# 17-POOL-3127 2375 St.Johns Bluff Road S.#107 ADDRESS: 350 3rd Street Jacksonville,FL 32246 / Atlantic Beach,FL 32233 i Email: bluehavemnikeq@bellsouth.net let /7 PERMIT APPLICATION FOR POO Your permit application has been by Public Works Department for the reasons listed below. Please submit this information at your earliest convenience in 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 email swilliamsCa?coab.us. PUBLIC WORKS CORRECTION ITEMS: (Submit the following information to the public Works Department) r*" Provide drainage plans showing site topography(flow arrows,etc.). J•* Section 24-66(b)of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF oy more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). 7� All runoff must remain on-site. Cannot raise lot elevation. �• Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. 4* Provide detailed plans showing proposed water retention. PUBLIC WORKS CONDITIONS OF APPROVAL: (The fallowing 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 the Inspection Line(247-5814)to request an inspection from Public Works for Erosion and Sediment Control Inspection prior to start of construction. "* All runoff must remain on-site during construction. "* If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. ** Pool-Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage feature(swale, structure or lagoon). A separate Pool Permit is required. *' Full right-of-way restoration, including sod,is required. cc: Toni Gindlesperger,Building Department Jennifer Johnston,Building Department Perrone, Jennifer To: bluehavenmikeq@bellsouth.net Cc: Williams,Scott; Gindlespergerjoni;Johnston, Jennifer Subject: Plan Review Comments for 350 3rd Street Attachments: Plan Review Comments 17-POOL-3127.pdf Permit application #17-POOL-3127 for 350 3rtl Street is currently denied by Public Works. Attached are the Plan Review comments. Please submit the required information at your earliest convenience in order that we can process approval for our Department. If you have any questions, please contact Scott Williams, Deputy Public Works Director at 904-247-5834 or email swilliams((Dcoab.com. Thank you, Jennifer Perrone Administrative Assistant City of Atlantic Beach Public Works (904)247-5834 ioerrone0coab.us 1 Comp. By: SRW n Date: 1/31/2017 - r v Public Works Department City of Atlantic Beach Permit No: 17-POOL-3127 Address: 350 3rd Street Provided Storage: Elevation Area Storage (ft) (ft') (ft') ? 7.5 270 0 BOTTOM 18 X 15 ? 8.0 340 153 TOB 20 X 17 Elevation Area Storage (ft) Ift) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft') (ft') 0 BOTTOM 0 TOB Inground storage=A'8pi A=Area= 340.0 d=depth to ESHV✓T= 4.5 pf=pore factor= 0.3 Inground Storage= 459.0 it, Required Treatment Volume= 547 ft' Supplied Treatment Volume= 612 it, Retention MASTER WATER RETENTION 1MM17 o° ?„ Comp. By: SRW Date: 1/31/2017 j Public Works Department City of Atlantic Beach Permit No: 17-POOL-3127 Address: 350 3rd Street Reauired Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Lard Development Regulations requires that the difference between the pre-and posldevelopmenl volume of stonnwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of IM in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 10,500 ft' Runoff Coefficient Area Lot Area Description (ft2) (ft) C. and"C" Impervious 4,247 10,500 1.00 0.40 Pervious 6,253 10,500 0.20 0.12 Runoff Coefficient(C)= 0.52 Runoff Volume V= 0.52 x 10,500 x 9.3 / 12 V= 4,261 ft Postdevelopmenl Runoff Volume: Lot Area(A) = 10,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) C. Wtd"C" Impervious 5,130 10,500 1.00 0.49 %ISA= 48.9% Pervious 5,370 10,500 0.20 0.10 Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 10,500 x 9.3 / 12 V= 4,808 ft, Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 4,808 - 4,261 DV= 547 ft1 Retention MASTER WATER RETENTION 113112017 r L u r C t � t J J 4 f J y jcsar�, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road 17 - t"-' - 3 z 7 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 Fax(904)247-5845 o;r qP E-mail: building-dept@wab.us Date routed: I Z 1 7 City website: httIPJAV .coab.us APPLICATION REVIEW AND TRACKING FORM 3St Property Address: � — De rtment review required Yes No Applicant: 'E LI N IS OOL - £ J S nning &Zoning Tree A mints ra or Project: F:,O o l _ ublic W ublic Utilities 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: PLANNING &ZONING Reviewed by: Date: —30-17r� TREE ADMIN. Second Review: ❑Approved as revised. ❑Deni 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 Vit'-.U�r City of Atlantic Beach APPLICATION NUMBER o" Building Department v 800 Seminole Road - (To be assigned by the Building Department.) Atlantic Beach,Florida 32233-5445 7 Phone(soa)zap-sszs Fax(ssa)zazssas 1N 3020!7 0 E-mail: building-dept@coab.us Date routed: I z City web-site: http.ftw .coab.us APPLICATION REVIEW AND TRACKING FORM c 22 Jr� Property Address: JJo ST De rtment review re aired Yes No Applicant: '-SLOG AylaoJ SMS nning&Zoning Tree A minis ra or Project: ��p Q( ublic w ublic Utiltties Public Safety Fire Services Review fee $ V Dept SOnature 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: Uv Approve. ❑Denied. (Circle one.) Comments: A— BUILDING �l/ •t PLANNING &ZONING Date:2 t' Reviewed by:_ A: ��— TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. 0 P ,WORKS Comments: PUBLIC UTILITIES /- 30 -17 PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach APPLICATION NUMBER Ao �•�� Building Department (io be assigned by the Building Department.) 800 Seminole Road 2 Atlantic Beach,Florida 32233-5445 Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: I z Cityweb-sae: hfp://www.mab.us APPLICATION REVIEW AND TRACKING FORM te{ Property Address: 3C O rd S' T De rtment review re uired Yes No Applicant: EJt_uE HAV!✓p,_� p't £ sm:5 nning&Zoning Tree A minis ra or Project: F:)p O L ublic W u tic Utilities HUNIC Safety Fire Services Review fee $ Dept Signature liom gency Review or Permit Required Review or Receipt Date of Permit Verified B ------- ept-ofEnvironmentatProtechon ---- -- ept.of Transportations River Water Management Districtrps of Engineersof Hotels and Restaurantsf Alcoholic Beverages and Tobacco APPLICATION STATUS Reviewing Department First Review: MApproved. QDenied. (Circle one.) Comments: BUILDING PLANNING&ZONING Reviewed by:,05;C::,#'�r�� Date: If?07r-7 TREE ADMIN. Second Review: QApproved as revised. []Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES - PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: QApproved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05114/09 v � i � 3-1 a r o \d �� >, Sa �1 ♦� Y i a z a /4U• S -o-- o = y ° V _ m ^- o 8 15 < , , 7.r � ` D W 3 -— — N - — }•- m D a ° ban V .YL °m oen 2 �D Gl m 11 LQ o * RI _ O n c ~ < Z 0 m m Z � D D e O v T n 0 0 150.00' o w�n� o _ d ry 0.i,010Y P~ .. LOT 1] —__ LOT 15 N dg n /LOT 15 —l0i ,J WESf 2000'. Of LOT '3 . "� i ssggee aWnr�e �c.os SS • , 8 ® FAST 00.00' OF LOT 13 NOT ru c.yam"N PSF INCLUDED IN THIS SURVEY e m mm a i epT ,3 I i Lor 11 gg 750.00' - 9 = a EAST COP _: ISVOOiSV3 � . '00,0 d ! �- ) � \ 9 G = �, U /! \ . _ _ _. _, _ . �� Re ■ � , , | � . ! § C, _ 3 ,_ _ �$ — p - -- - t ©« � ®K « I 101 e | « m \ jT ( ) � !| . g LU J ic R s An09 g o - i , bra ! ! v `. --- it _-_ 761Mfq• ---- - t, VMAI --- F , TREE & VEGETATION AFFIDAVIT City of Atlantic Beach OFFICE COPY si Department of Community Development Planning&Zoning Division 8DO Seminole Road Atlantic Beach,FL 32233 (P)904247-5800 (F)904247-5845 PERMIT �-APPLICANTINFORMATION ✓Owner(s) Ir/Legal Authorized Agent' NAMEOFAPPLICANT �I�(.�I A✓� �('�( on Il Kel NAME OF COMPANY /��0 �✓�'n �8/ .f c ADDRESS OF COMPANY TKX PHONE6n/i bt o-WCELL EMAIL CONTRACTOR CERTIFICATION NUMBER l45G 7 G S ATLBCH BUSINESS TAX RECEIPT NUMBER 0UVa j _6-31cl-2 SECTION II-SITE INFORMATION J STREET ADDRESS OF PROPERTY 3550 -3Yq J I cel ir-c-P•f- Han atldrusharmtaeerimsgne4rotlAspropary,conroa Me AB Buildirg aeFarrmmem ry04)24)38Mrorryuen anadtlreci LEGAL DESCRIPTION ' 1 ' LOT 131 I rJ BLOCK SUBDIVISION n I I /'TT-(AK4 C 8,e4¢ k REAL ESTATE NUMBER 16q-7gy-0010 LOTORPARCELsIZE 50 FT AC RESIDENTIAL L,-� COMMERCIAL OTHER(SPECIFY) 1 alarm that I have reviewed the provisions of Chapter 23, 'Protect/on of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated in a pmoppliaotion meeting with the Administrator of those regular/anx Subsequently,I ofArm that no regulated trees and no regulated vegetoeon will be dartwged desaoyed aadl removed from theabo esuibedaradjocamp Peentomc luryupchon with thisproject. N'gRAfiHREBFeWlfR-. SIGNATURE OF OWNER Signed and sworn before me on this7dayof Lcl�a— ,z017by State of cc yof Identification verified: Oath sworn; F- Yes (— No TGNIGINIXESPERGEN MY WMMISSIIXV R FF824451 EXPIREG:Qlober G,2019 NotarySignature smaaa Tnry ro¢y wmwaa�,;wa q N My Commission expires: BWEQ54 HNIEN PALS World's Largest! NORTH FLORIDA POOLS LLC 2375 Saint Johns Bluff Road South, Suite 107 •Jacksonville. Florida 32246 Phone 940-620-0090 • Fax 904-620-0206 • CPC-1456765 Inground Concrete Swimming Pool for Richard Schooling 350 Third Street Atlantic Beach, FL 32233 Under Construction Single Family Residence R-3 Florida Building Code—5° Edition National Electric Code—2011 Atlantic Beach Unified Land Development Code Table of Contents Boundary Survey/Site Plan Perimeter Fence Barrier Silt Fence Plan Temporary Construction Fencing Plan Dumpster Location Chemical Toilet Location ParkingPlan-Onsite.................................................................................................. Page I Pooland Deck Plan................................................................................................... Page 2 Pool Structural Detail, Filter System, Electric Diagram.......................................... Page 3 Total Dynamic Head Calculations and Manufacturers Specs....:.............................. Page 4 OFFICE COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: TStDATE-_!30 l7 �. < W o m IIP - rn 10 10 0 � A z C E m ;ri._==- /� c !a k $ C •, K o W y — ❑ Vat` m C Qpq c z z ° zam6 o v E 705 c13 q q V m O R.W p C �,•,�:.. r l 9 � O � � yam,, • N � C � � Of �1, G ;Eli T 040 - 0. 00 Y�1 v � aKi5Q � E9 E � �2' O Y 4 v dVo Y / _ pp � tee,• N 1O O U .,, OFFICE COPY Mx1 V� II 111 11111' 11111 II 111 II111 '111111 11 II '111111 11111) II111 111111 -111 11111 111 X1111 11 III I. '1111 11111` 111 '11111 11111 1 11! � E � ' t } e ' e '; A;;; �♦ r; � � 4'�� ti' � '+ 4 �� � r� � �fi � y � � +' � � ' � ' e 44� r�� y0. U24/201�Z � & , B A&A ye FAX tslo »m P. 001/002 | r§ |!| �§ � " g �!E! | § | | 12 ,, . \ � \■ §|■ ||,|| | || !, ■ |� �f || |||§ | / (\ ll, .. . ,,■ , !! ; ------------- .,. . . . � � . ! ! \ r | \ & § | § t—n [ ---- § R - ! § ] ( eeq § } . � zzMw & § R@ $ Z mk / ■ § § ! § § K �! . � � R � � . / > §§ (oo . � JAN/24/2017/TUE 05: 14 PM A&A Sales FAX No. 6025324896 P. 002/002 gig £ � 1B pa Lu o w o m V a m o Q 1 j LL l�` N fs Mt Rz O V 9 O z m w z x x a x Ss � x " Lj i 3g mz W Q z 1 xO W y} j F m280 � Z Z � 1 O � W $� u > F !ap - : � oo � ay oau5u a G2 z �S -_: r �pF�� o i'rc'g u F 3�aw OWo= � 3 J zm" uW�g 0 E <.z < iu.s z 6 �Qz 3H gz s 3ma� 3 9,zA ''7d6gFgF 6� Fg.! Eo 3- � (D $3 ;fid€�']"3 BoaF m5��z zoY�, �'°�'m1. . m€�. a�R'F 3�wu=�mz IF s LL o �LL7>�s �e�y3 �"�� �� �� ��� � " �b� HAYWARD' r@us FILE E39338 Installers THIS UNIVERSAL COLORLOGICTM AND CRYSTALOGICT"LUMINAIRES ARE UL LISTED AND HAVE BEEN EVALUATED FOR USE WITH VIRTUALLYALL MANUFACTURER'S LUMINAIRE HOUSINGS (FORMING SHELL)ALREADY INSTALLED IN THE FIELD. THE UNIVERSAL COLORLOGIC/CRYSTALOGIC LUMINAIRE PLUS UNIVERSAL COLORLOGIC NICHE FORMA COMPLETELY NONMETALLIC LOW VOLTAGE LIGHTING SYSTEM. TOGETHER,THIS COMBINATION DOES NOT REQUIRE BONDING OR GROUNDING WHEN POWERED BYA LISTED POOL/SPA TRANSFORMER AND INSTALLED PER THE NATIONAL ELECTRICAL CODE. UN BONDED LIGHTING NEC PROVISIONS: When these ILL Listed low voltage nonmetallic luminaires are used with the Hayward nonmetallic forming shells(niches)listed below,the 2011 National Electric Code (NEC)provides an exception to luminaire bonding and grounding in Article 680.6 and 680.23. POOL WATER BONDING NEC PROVISIONS: For Pool Water Bonding required by Article 680.26C, Concrete pools are considered conductive (see 680.26(8)(1)) due to the porosity of concrete and the bonding of rebar. No Additional bonding is required. For assistance with NEC compliance questions, contact a Hayward SeniorApplication Engineer at 888-898-9674. For all other product installation or usage assistance, contact Hayward Technical Support at 888-429-9273. The complete UL Listed ColorLogic System: OFFICE COPY Non-conductive,2 Wire, Sealed, 12V, non- Hayward 70 and 140 watt pool and spa metallic with unbreakable lens and no junction box transformer retrofit kit : serviceable parts. LRBUY11H65 LRBUY11P65 LPCUS11xxx LPCUN11xxx LRBUY11M65 LRBUY11M13 LSCUS11xxx LSCUN11xxx LRBUY11T65 LPLUS11xxx LSLUS11xxx LPW1JS11xxx Hayward 70 wattjunction box transformer: Hayward non-bonded, non-grounded non- LTBUY11H65 metallic forming shells(niches)for gunite pool and spas: Nonconductive of mertrimrin s: LFGUY1000(pool) LGGUY1000(spa) LNBUY1000 LNGUY1000 LNEUY1000 LNVUY1000 LNFUY1000 LQBUY1000 Hayward 300 watt transformer: LQGUY1000 LQEUY1000 LTBUY11300 LQVUY1000 LQFUY1000 LFGUY1000 LGGUY1000 092500 RevA� e/ wit Application and Installation Additional EcoStar" Features and Benefits •In-ground pods of all types and saes,pool/spa combinations •Automatic protection from priming failures,temperature •Ideal for water features such as waterfalls and fountains extremes,voltage spikes and brownouts •Fully programmable with a self-contained 24-hour time clock •Includes digital control interface wall-mount kit with up to 8 custom speed and timer functions •2"x 21h'MG union connections protide easy •For enhanced pool management,can be controlled by installation and service Hayward®or other third party pool and spa control platforms, •No-rib basket design ensures easy debris removal Without the need for additional accessories •Extra leaf-holding capacity basket extends Ome between cleanings •Pressure testable to 50 PSI maximum •Auto-prlming capability,with suction lift up to 10' above water level Model Number Description SP3400VSP EcoStar 600-3450 RPM 230V Single Phase 2"x 211W SP3400VSPVR EcoSter Si 1000-3450 RPM 230V Single Phase 2'x 211x' ECOSTAR PERFORMANCE DATA IISS IOICT15.9�• � BO u � O C m Ix5 S w ala. "� m xaw• 12 m m. L_r,a� �J amwu 0 211 b 80 m IW 1HI tI0 1M Im ROW(aFMI Eco iarruns efficiently in all ofMass,ranges. OFFICE COPY To take a closer look at HaywardfcoStar,go to rmsmr� waw www.haywardpool.mm or rail 1-888-HAYWARD. velW�h hr 0 HAYWARD " 620 Division Street I Elizabeth, NJ 07201 Y n Ir,..elW.wa•mwwLLVAlcz�..gar,�,,,�aa,osmu... Igveaemmm.•ax zmammec K.omu xxmra•or:,m urtmshil 4-V` The efficiency you need, the convenience you deserve. SwimClear'" Cartridge Filters features and benefits: Superior efficiency—Captures more dirt for superior water clarity a Ergonomic grip handles—Provides easy installation and without Una need of any supplemental media. maintenance and ensures no contact with fiberglass-based surfaces. Increased energy savings-Greater efficiency allows pump to run at lower speeds or less time,reducing energy needs and passing •Lowest body height-Makes for convenient,fast cleaning cast savings on to you. and replacement. Ease of service-Quick access to internal components for a Recessed pressure gauge and manual air relief-Delivers head simple maintenance. assembly convenience and head seal contamination protection. Ease of installation-Offers perfect alignment with Hayward° a 2'x 2.5'Union Connections makes installation and servicing variable-speed pumps for the ultimate in energy efficiency. fast and easy. Easy to clean cartridge elements FL1ERttPE cNi Bici 100 Ke 150 re 2008x (8.29 W 13.94 m?18.58 m0 RUER ELEMENT Psirlfaatl Poleatir - Ill M:3W H x 1814 yr'(115 mmx461 mm'I 01MEN91DN3 Cl 50S:33%-H x 18 N W"(851 mm x 4M mm') C20OS 3816'H x 1815 V (984 mm x 461 mm') aae r arrm _ A108f1 • EFIRi DESIGNFLCWRAIE" FlLiPALIIXIPAFA IV rN GPM Vol BArA rs' - BAn. 10A2 RESIOENTML G10a5 IJC 929 1W 99 mom 60 No 132 227 elm 150 1191 120 0.55 5),600 72,000 218 2T3 calls 20) Ia58 120 955 57,800 72,000 210 2" NWc clam 100 929 38 142 mc40 22.000 W 05 G15M 150 13.91 56 213 26.300 35,®0 102 123 C200S 200 1850 75 230 WNo 45.000 136 in -wr�mxaowwro.mwevMr,.¢,�namim:z'roBnm�.+mee.6,.rmmmrwmal rnA vwe mrra.,,eramdm03aw.elnnxz0wNn5 To take a clover look at other Hayward products,go to OFFICE COPY SWImCIeaz Finers arB iedUAy:® haywardi or call 1-888-HAYWARD. o19x.aNenaxrypmaagy rtluWi¢a'.repAlaal EalemWW HAYWARD zma�lanaa�iw,a�ma,xaxm+mmulm.xr. urscla O �O Head Loss (Feet of Water) 2.31 Feet of Water=1 PSI O N A W d O N A Of O O N O W O 4 1 D O D _ 0 wa CO T m O ~ O O O U) w � O Wo O Tr A T O � 1 C m n 7 --1 o cn O' 0 Q o (� U w N O t.tn tL O W O LO HAYWARKY POOL AND SPAIHOT TUB HEATERS H150FD, H200FD, H250FD, H300FD, H350FD & H400FD MODELS SERVICE & INSTALLATION MANUAL pESI6M �J FOR YOUR SAFETY SP SP AWARNING: If the information in these cmnmm instructions is not followed exactly, a fire or OO Q explosion may result causing property damage, injury, or death. - Do not store or use gasoline or other flam- mable vapors or liquids in the vicinity of this or any other appliance. 0 WHAT TO DO IF YOU SMELL GAS: • Do not try to light any appliance. • Do not touch any electrical switch; do not use any phone in your building. • Immediately call your gas supplier from a neighbor's phone. Follow the gas supplier's instructions. • If you cannot reach your gas supplier,call the fire department. Installation and service must be performed by a qualified installer,service agency, or the gas supplier. OFFICE COPY FOR YOUR SAFETY This product must be installed and serviced by authorized personnel, qualified in pool/ spa heater installation. Improper installation and/or operation can create carbon monoxide gas and flue gases that can cause serious injury,property damage,or death. U.S.PATENT NOS.6,026,804,6,321,833,&7,971,603 1301623301 Rev J 0414., Head Loss (Feet of Water) 2.31 Feet of Water=1 PSI O N A N W O N A O O N O W O O 2 N a p C N Zv T1 T m M > 0 wm0 V A o m W G) o N 0 = v m ^C o A 0 1 N O W O p O tl 0 U o � V LL $ Ci_ 0 V O I �� MAP SHOWING BOUNDARY SURVEY OF: LOT 13, EXCEPT THE EASTERLY 30,00 FEET THEREOF, TOGETHER WITH ALL OF LOT 15 AND 17, IN BLOCK 4, ATLANTIC BEACH, AS RECORDED ED IN PLAT BOOK 5, PACE 69 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA THIRD STREET 40' RIGHT-OF-WAY BENCHMARK1 FOUND P.K. NAIL & DISK DURDEN TRAV. PT., IN ASPHALT ELEVATION-(8.32) N.A.V.D. 1988 120. FOUND 1/2" IRON PIPE NO IDENTIFICATION 4'CONCRETE WALK 85.00' PLAT 75.00' PLAT ;o d ui 85.09' MEASURED 75()0' N.T.S. 150.00' N.T.S. 74.89' MEASURED "'- FIRE HYDRANT WATER METER e A . B . Jz 8 ' 20.00a0.00' 10.QO 5 00' N.TS. 50.00' Lu 1/2" IRON PIPE FOUND 1/2" IRON PIPE B LOCATION OF AdNO tDENIFfCAOVt1PROPOSED12.0 6 � 'D NO IDENTIFICATION L TOILET PROPOSED L`-C ION! O wm >PROPAN AK PROPOSED LOCATION `� N DUMPSTER W• O zC) oW o 0o Zo }- 15.0' a zO Z 4 "Z °'O BENCHMARK #2 Q °a vo�i•' SEF P.K. NAIL & DISK O DURDEN TRAV. P7, IN NORTHWEST FACE OF 10"PALM TREE r 551• 40 0' y ELEVATION=(11.40) NA V.D. 1988 V TOP OF WALL ELEVATION: (10.27) .d U) Li 3_1 O >_ W Lv I . s� e QE 10.0' #— O I c^o O U) Ii o FOUNDATION N = C) o © (8"M `IASONRY SvM WALL ONLY) ('j�Q Q5 ..fs_wo 6 z,�, � . �.�� o LOT 11 o o p z L0LOT 19 _ — M o �' O C) c-- J F- U 15.0' L¢L} 1.7'x• t'1ceSTiFr� -stL7" TOP of WALL � F f.- - "nr7-K•-a I- 56.5' -56.5° ELEVATION: (10.27) •p p ... •,. Ln s 736.4' , t` d 3 ° I t ROPOSED• NCRE E DECKlN ® o TO "OF ALL e 11 = ELEV ON: 9.32) �" NL�.J Y 'L O C' � ��a �4. o� a o Q_ (0 Z A1. 4> O Ii 41 >11 ca (o7 ,• w N �] 4 ° b_._.._.__ X i TFnrG u i onr Lti/T 14.0 5,0 1 Lu 6A" o p 0L11' 0.5' ,__..._.... ....._.. ...,_ .. _.o. '. �.SQ QQ y.� V ..._.�.,,. _. _-,K.�. ...._.._.5(�.Q.Q._ � ,.:.,,-. -,.__�_._ ___ .-..__2Q. `•-. 20.QQ 0.1' 77 0.2' s' FOUND 1/2" IRON PIPE CL a NO IDENTIFICATION r. N, 120-00 \ z Z \ cc v w LOT 20 LOT 18 LOT 16 LOT 14 LOT 12 IMPERVIOUS CALCULATIONS LOT AREA = 10,500± SQUARE FEET DESCRIPTION SQUARE FEET MAIN HOUSE 3041± GUEST HOUSE 423± ANGLE.TABLE roTAL FLATWORK A = 89°50'37" CERTIFIED T0. 5,223± B = 9 '09'23" RICHARD SCHOOLING TOTAL IMPERVIOUS AREA = TOTAL DENSITY = 49.7 .: OFFICE PY REVISED JANUARY 23 , 2017 TO ADD PROPOSED POOL AND CONCRETE PAVING REVISED DECEMBER 14 2016 TO FOUNDATION STEM WALL REVISED NOVEMBER 9 2016 TO SHOW PREVIOUS IMPERVIOUS CALCULATIONS REVISED NOVEMBER 2 2016 TO SHOW PROPOSED SITE PLAN AND ELEVATIONS AS REQUESTED NOTES, THIS PROPERTY LIES IN FLOOD ZONE "X" PER FLOOD INSURANCE RATE MAP (FIRM), DUVAL COUNTY, COMMUNITY No. 120075, MAP/PANEL No. 12031 C-0409-H, REVISED JUNE 3, 2013 I HEREBY CERTIFY THAT THIS SURVEY MEETS THE ELEVATIONS SHOWN AS THUS (8.32) AND ARE BASED ON THE MINIMUM TECHNICAL STANDARDSAS SET FORTH BY NORTH AMERICAN VERTICAL DATUM (N.A.V.D.) OF 1988 THE FLORIDA BOARD--0F LAND gURVEYORS, PURSUANT N.T.S. DENOTES NOT TO SCALE SECTION 472. 27_'F _, STATU AND CHAPTE 5J17 FLO _D _AT IVE-C ALL LOTS SHOWN HEREON LIE WITHIN BLOCK 4 D U R D E N -X- DENOTES 4' CHAIN LINK FENCE SURVEYING AND MAPPING, INC. - - -//- DENOTES 8' WOOD FENCE 1825-B 3RD STREET NORTH - JACKSONVILLE BEACH, FLORIDA 32250 i✓LORIDA--REGISTERED SURVEYOR NO.4707 -M- DENOTES 4' METAL FENCE (904) 853-6822 FAX 853-6825 Vit. BRUCE.DURDEN JR. LICENSED BUSINESS NO. 6696 THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON SIGNED DBCE1u�6£R �•.?016 THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF SCALE: 1" = 20' DUVAL COUNTY, FLORIDA. CAD FILE NO. PTL-13 1417 B-4 DWG 2000 FILE NUMBER-&--J&-3R WORK ORDER NUMBER: 16594 TRIS SURVEY NOT VALID UNLESS THIS PRINT IS EMBOSSED WITH THE SEAL. OF THE ABOVE SIGNED. I c( CHILD SAFETY METHOD: Directions To Site: From _X Pool Area to beFenced• , 1: Take St. Johns Bluff North to Atlantic Blvd (Right) P �`�� Pool Area to be Screened LS Child Safety Fence 3 6' 2: Follow Atlantic Blvd West for 7.5 miles to North Sherry Drive y,_ Window Door and Alarms PHONE:904-620-0090 *Gates•Gaand Screen overs to be Self - � (Left) 0.2 miles. State to Coast Since 1954 and Self Latching State Certified Pool Builder Since FAX:904-620-0206 Closing a 3: To 3rd Street (Right) 0.1 miles. Site on (Right). CPC 1456765 H.U.C. YES 27' Contact: Richard Schooling 609-2905 MAX. WIDTH: 15' MAX, LENGTH: 27' PERIMETER: 85 SURFACE AREA: 394 sf POOL DEPTHS: 3 ft. TO ft. TO 6 ft GALLONS: 13,297 EXCAVATION DECKING I G'-4"OF 12" TYPE: Standard TYPE: Travertine 819 SQ.FT. 9`-2" TO ELEVATED O WALL REMOVE DIRT: BH as Needed 10' TO P/L P WATERFALL RISER 3G" /L TO BE FACED REMOVE STUMPS: None COLOR: TBD ATERFALL W/STACKED REMOVE FENCE: Homeowner S: NIA NIA LN.FT. FAL / / STONE. REPLACE FENCE: Homeowner TOP EXISTING: NIA NIA SQ. FT. AsAtAL'/F SQ-FT Incl 46 LN.FT.CONCRETE None 0 FOOTERS: NIA N/ALN.FT. { G'DEEP PLUMBING EQUIPMENT SK1N1Mce CHANNEL DRAIPJ J, FILTER RUN: 25' Pipe FILTER TYPE: Cart SIZE: 225 RETURN LINES: (3)-Returns Pipe PUMP HP: 2.7 SPEED: Variable COUP MEW LOCATION 7' DIA. FLU 3H SPA WATER FEATURE: 36"Sheer Waterfall CONTROLLER: PS-8 W/Remote \iV/(G)- ETS TILED SPI LUQ/AY 15'- RUN SANfT1ZER: Tab Feeder,w!UV&CD Combo COLOR LOG C LIGHT RUN BY: BH FEET: 100 LIGHT: Color Logic QTY: 1 CLEANER: Smart Clean Max In-Floor G7' TO GUNITIE WATER FEATURE: 36"Sheet Style Waterfall F KO FO5 E O +W— 2 SWIM-OU T/LOVESEAT: 5'-x 18" None z m EXT.2nd STEP: Norse BOOSTER PUMP: GUEST ~v SUN LEDGE: None SIZE: DEPTH: HEAT PUMP: None SIZE: X O R.B.B. 12" IN X 15 FT HEATER: 400,000 BTU: NAT LP I IOU 5E R.B.B. None IN X FT (CIRCLE R.B.B. None IN X FT SPS, SURFACE W/ COPINGNG SIZE: 7'Diameter PAVER TYPE: 6"x 12"Tumbled Travertine 38' TO PLUMBING RUN: 3'DC�P COLOR P/L LOGC TILE NUMBER OF JETS: 6 \� TYPE: TBD BLOWER HP: 1.5 H.P. DECK 5-F DECCO/MOSAIC: None 8 1 9 LIGHT: Color Logic INTERIOR FINISH 5 5' TO F/L TYPE: Sunstone Pebble Aggregate COLOR: TBD - ADDITIONAL SPECIFICATIONS:; 1:STACKED STONE TO BE PLACED ON THE ENTIRE DECCO DRAIN 12 FASCIA OF THE+12"ELEVATED REAR POOL WALL. —b EL-0 BUYER Please Initial EXISTING PORCH Approve the Above Specifications: 20' TO Approve the Equipment Location: P/L Customer's Signature: Date: Name: Richard Schooling O�][�� �"i.w Address: 350 Third Street City: Alantic Beach Zip 32233 Primary Phone: 609-2905 Second Phone: PROP05ED Business Phone: Email rschooling65@gmail.com ZESIDENCE Lot: 13,15,17 Block: 4 County: Duval Pb/Pq 5/69 yp� Designer.Mike Quintal Subdivision: _ SCALE.�= 'r160, LENGTH e — LADDERS ARE TO BE CROSS BRACED PER ESCUTCHEON NRL NOTES r6" WATER COPING WATER _ z 1 (_INE TELES Q LINE _: MANUFACTURERS SPEGS PLATE 1. For pool plan, size, deck, and special details, see Contractor's Pool Plan. WATER S.). LADDER co POOL 2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically `.':. POOL LINE s, 5„ = DRAIN COVER/GRATE 14a MIN. := _ ` - DECK MUST CONFORM TO N 18 MAX. applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete 7.- STEPS ¢ 1�'- 5', WATER Decks shall be 2,500 psi. Concrete construction will conform io A i Standard 318. ''``' POOL : >^ THE LATEST EDITION LEVEL EXPANSION :y._.y:'.�� 3. All Pool Design, Construction and Workmanship shall be in conformi y with the co w LIGHT OF ANSI/ASME SLIP RESISTANT JOINTS AS 112.19.8 WEDGE REQUIRED requirements of Florida Building Code, 5th Edition, 2014 (FBC) Acce sibility; FBC r -; TREAD SURFACE ANCHOR Building; FB'' Residential, and; ANSI NSPI-3, ANSI APSP ICC-4, Y v 9` � � / / I POOL STEPS: ANSI APSP ICC-5;ANSIAPSP ICC-6 and ANSI/APSP-7; ANSI/APSP- 5 and the RISERS: 12" MAX. -DUAL SUCTION OUTLET AND APPROVED GRATE =.r>= `�' ? ADDITIONAL CONCRETE / / / / t °° a WITH 3'-O" OF SEPARATION CENTER LINE TO UNDISTURBED AS REQUIRED FOR Adopted National Electric Code 2011 (NEC) and Chapter 42 and Ch pter 5 of .he TREAD: 10 MIN. (2.0 SQ. IN. MIN_j " a r i l APPROVED CHANE DRAIN SOILS 3 1 .DY INSTALLATION CENT I ORA L M lt. TO 6 MAX TU. 5th Edition of the FBG: Residential.. ER LINE _ S 4._. ._._AlI Pool Piping- to be-Schedule_� __PVC, bearing the mark-af NSFA proval unless - - -- S€7--INT_0-_CE1u-IlR-OF.-STEEL �T THE_. _____ - - "' ------_-(-NO u01DS)--_ ---...- —WEEN •READ - ---- - - R S-BARE-S01Jf), COPPE _. ___-- -- - - POOL -SEC �O I5" # otherwise Hated_ (LONGITUDINAL) POOLS DEEPEST POINT f p AND POOL WALL RUBBER 1 CONDUCTOR TO SHELL 5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforce g shall be #3 CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT SWIM—OUT DETAIL BUMPER REINFORCING bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up 1 DECK OVER to 6'. Where the pool depth is over Eft (measured vertically down from the TOPPING OAT COMPACTED GROUND W/ ALL TYPICAL LADDER DETAIL ORGANIC MATERIAL REMOVED. 4" NOM. THK. W/ g" � POUR OR Waterline), use #3 bars at 6" on center vertically and 12" on cent r horizontally inBRICK COPING the areas that exceed 6ft in depth- If 1 4FIBOER MESH OR 5 NOM. THK_ W/ #3 REBARS. ',8 AWG COPPER WIRE If Concrete is cost against Bare Earth without a Separation Barrier, the minimum 1-#3 BAR CONT. IN 5 THK WALL. JUNCTION BOX WATER cover shall be 3". With a Barrier (Steeltex) between Concrete and Earth, the (USE 2-#3 BARS CONT. IN 8"x8" (BY OTHERS) - TIME BOND BEAMS _ �' UNE TO SERVICE CLOCK minimum cover shall be 1Y2". ) D 6. All Metallic Pool Fittings within 5' of the inside wall and deck reinfo cing steel to be TO TRANSFORMER — 6" OF 1-#3 BAR PANEL banded to the Pool Reinforcing Steel with u8 AWG Copper Wire. Th 8 Copper WATER (BY OTHERS} WATER CONT_ IN 5" SPST TOGGLE 9 r PP # pp LINE �„ 2-#3 BARS LINE I W.P. Wire to be run internailj� and externally with the NEC approved PVC Light Conduit z c z CONT. IN TILES b THICK BOND d,-0" SWITCH DISC. form the Light Niche to the Junction Box_ Completion of the pool grounding to the - 8"X8" BOND BEAM 1 JUNCTION 12V Electrical Panel Ground to be by Electrician. BEAM 5- 5" POOL } BOX TRANS. 7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Met il Parts not DECKOD -— separated by a permanent barrier, if within 5'-0" Horizontally from hater and MARBLEM. U.L A,PPROVED 120 VAC/30OW POOL LiGHT W GFl OR 12V 40OW MAX. POOL MIN. 1YD COVER WATER ALL ELECTRICAL WORK LIGHT W/ LOW WATER CUT-OFF IN U_L OVER ALL BARS UNE Sl-TALL CONFORM WITH 12-0' Vertically of Maximum Water Level. PLASTER / 8. Equipotential Bonding to be accomplished in accordance with Article 580 of the FINISH ��,� ART. 68D THE Adopted National Electrical Code 2011 (NEC). APPROVED GREY PLASTIC FORMING SHELL (SEE NOTE #5} 3 #12 IN Y"1 LATEST ADAPTED NEC. 9. Pool or Patio shall bear only on Pock or Clean Sand, which shall b compacted to OR APPROVED EQUAL W/ #8 AWG BONDCONDUIT provide ❑ Structurally Safe Bearing Capacity. Any Unsuitable Materia encountered in WIRE PER N.E.C. AL TERNA T DEAD ~ excavation shall be removed in its entirely and the area shall be bc ckfllled with12V/4DOW MAX. POOL LIGHT W/ LOW acceptable material and properly compacted. Where unsuitable Mate ial cannot be STEELI EX (OPTIONAL) #-3 BARN @ 12" O.C. EACH WAY FINISH DETAIL WATER CUT-OFF OR 120 V.A.C. W/ GFI removed, the pool must be redesigned. POOL STRUCTURAL DETAILS PER NEC. 10. The Contractor must protect Existing Structures from failure by occ ptable methods DISTANCE LESS NEW OR t� r t j� if required, The Engineer accepts no responsibility for the safety o Existing VARIES 1 18" THAN 1 ON 1 + 1 EXISTING ELECTRICAL DIAGRAM Structures. COPING STRUCTURE 11. The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT T Required Setback areas. Pool Contractor and/or Owner shall verify 'Lhe layout and ®WAER PLAN =-� WATER all dimesions shown prior to construction_ UNE '. LINE x, 12. Contractor shall determine the location of all Utilities in relation to he Pool and its Equipment and ensure minimum clearances in accordance with Local Regulations 5„ #3 BARS @ THERAPY O.C. EACH WAY — CONTRACTOR MUST PLACE ALL STEEL IN THE POOL and Ordinances. ILINES 13. Contractor shall provide adequate Temporary Fencing around the con truction area co 4„ 6" WALL {��=WALL AT NO MORE THAN fi" ON CENTER IN BOTH = Area. f RETURN HICKNESS �=DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL to prevent. unauthorized entry into the Pool " LINES ��I=SHELL WALL SHALL BE CONSTRUCTED TO 6" THICKNES -- - s 14. 11 a water supply is provided, a minimum 3 Atmospheric Break will be provided. _ "-'`'' - - PPY � P P P :.�_.-..__�; .r: •:--...:......-:.--.:..;= MARBLE — 15_ All Structural, Filtration and Electrical details outlined in these drawings also relate GUNITE PLASTER — l-THE STEEL MAT AND THICKER SHELL WALL SHALL I to Spa Construction. #3 BARS @ REBOUND FINISH I�! EXTEND'ALONG THE CRITICAL AREA AND TO A POiNT 16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" 0-C.E.W. (2) 8"0 ANTI-VORTEX WHICH IS GREATER THAN THE MINIMUM REQUIRED AS 54 easy access to allow the Heater to be Shut Off without adjusting th Thermostat DRAINS SEPARATED BY 3' = I—]I =(L�'_' DETERMINED BY THE 1 ON 1 + 1 METHOD. 2375 C.� o C €�S BlUff Rd. lit-Ill lit settings and to allow restarting without relighting the Pilot Light. Suite �� 17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DFTAILS" TYPICAL WALL ,AND laat be eliminated. The Owner must consult a Contractor experienced in eliminating PLAN EXPIRES 1 YEAR FROM THE I lacksonvilie fl 3224E Uplift Pressure. FLOOR WITHIN SIGNATURE DATE OR THE EFFECTIVE DATE OF A MAJOR FLORIDA BUILDING - ' 1 MAIN DRMN LINE SPILLWAY PEP, 6x6 GLASS-BLOCK ANGLE OF REPOSE CODE CHANGE WHICHEVER IS SOONER I CONTRACTORS POOL MOUNTED IN 2,500 psi E 2 SKIMMER IF SPECIFIED) 3 WASTE LINE NE COPING PLAN CEMENT ( 4 RETURN LINE -rF JUL 2016 ---- D 3 WATERLINE TILES pie RESIDENTIAL 5 PRESSU E CLEANING G LINE (o TIONAL) t WATER SWIMMING POOL LINE A HAIR & INT STRAINER, �> MASTER SPECIFICATION 5 B B RECIRCULATION PUMP f INTERIOR DRAWING G FILTERG ON H. EPA D ON, P.E. 4 A D IN-LINE CHLORINATOR POOL FINISH , FL PE ,� 19 3 FOR (OPTIONAL) #3 P,EBAR @ 12 2431 Aloma Ave. Ste. 124 DUVAL COUNTY 21 E HEATER OPTIONAL) O.C.E.W. Winter Park, FL 32792 FILTER SYSTEM RAISED SPA DETAIL 0iTice: (407' 275-1099 Fax: (407 273-1015 Scale: None Rev 10 — 06/30/15 J Pte- e-3 5 Swimming Pool Energy Efficiency Compliance Information NOTE: These Requirements Apploy ONLY to the Filtration Pump Determine NSI/ASPC/ICC-15 2011 ne Sizes Pipe Branch Pipe NA to keep velocity @ 6fps max at NA gpm Max System Flow Rate Flow Claculations: Pool Volume: 394 x 4.50 x 7.48 = 13262 / 360 = 36.84 36 Filter Pipe 3 to keep velocity @ 6 fps max at 136 gpm Max System Flow Rate Surf Area Avg Depth Gal/Cub Ft Vol. in G 31 Turnover Calc *Filtration in Min Flow Rate Return Pipe 2.5 to keep velocity @ 8fps max at 117 gpm Max System Flow Rate Note:for pools under 13,000 gal the calculated flow rate or 36gpm whichever i 5greater=the filtration flow rate Auxiliary Load Yes 6 Therapy Jets = 90 Pump Selection As listed on Curve Yes/No Description Calculated Auxillary flow Rate Filtration Pump F SP340OVSP A Max Flow Rate 97 Pump Description Flow Rate(Low Speed) 35 @ 1725 GPM Hayward Eco Star GPM RPM MD Cover JA&A AVSC Variable Speed 2.7 hp Min Suction Side Pipe Size @6 fps 3 Min Suci ion Side Branch Pipe @ 6fps NA Determine the number and type of required in-floor suction outlets: Min Return Side Pipe Size @8 fps 2.5 Min Return Side Branch Pipe @ 8fps NA Multiple suction outlets @ 146 gpm max.flow Determine Filter Size: Main 1 A&A AVSC channel drain @ 196 gpm w/ 1 ports Filtor Factors(GPM SF) 0.375 2 15 FLOW&FRICTION LOSS PER FOOT Cartridge e DE Sand TOTAL ' ' FEET CONVERSION CHART Schedule 40 PVC Pipe MCHES MERCUR-Y(VACUUN1 GAUGE) Velocity-Feet Per Second Filter Size: 36.84 / 0.375 = 98.24 Haywar 225 1 0.01 2.0 4.0 6.0 8.0 10.0 12.0 14.0 16.0 18.0 Flow Rate Filter Factor Filter size Filter Make and Model 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 Pipe Size 6 FPS 8 FPS 10 FPS 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 16.1 20.4 22.7 1" 16 gpm 014' 21 gpm 023' 26 gpm 35' Pump Controls: 2 4.6 6.9 9.1 11.4 13.7 15.8 18.2 20.4 22.7 25.0 1.5" 379pm .08' 50 gpm .14' 62 gpm .21' Control System Hayward PS-8 3 6.9 9.2 11.5 13.8 16.0 18.3 20.5 22.8 25.1 27.3 2" 62 gpm .06' 82 gpm .10' 103 gpm .16` Control System Make and Model 4 9.2 11.5 13'8 16.0 18.3 20.5 22.8 25.1 27.3 29.6 2.5" 88 gpm .05' 117 gpm .09' 146 gpm .13' 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 n r ' ' 3 136 gpm .04 181 gpm .07 227 gpm .10 � 6 13.9 16.1 18.4 20.6 22.9 25..2 27.4 29.7 31.9 34.2 �� NA Filtration pump with no auxiliary load may have standard time clock 4 234 gpm 03 313 gpm 05 392 gpm 07 7 16.2 18.4 20.1 23.0 25.2 27.5 29.7 32.0 34 3 36.5 8 18.5 20.7 23.0 '25.3 27.5 29.8 32.0 34.3 36.6 38.8 Err 534 gpm .02' 712 gpm 03' X Filtration pump with auxiliary load must have a control systElm for 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.8 41.1 low speed default within 24 hours 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 TDH Calculation Options For Each Pump 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.3 Heater Mode! HaY ward H400FD Heat Pu Hayward NA 12 27.7 30.0 32.2 34.5 36.8 39'0 41'3 43'5 45848.1 X Simplified Total Dynamic Head (STDH) Make, model and size Make, model and size 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 45.8 43.1 50.4 Complete STDH Worksheet-Fill in all blanks �, 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 43.2 50.4 52.7 Total Dynamic Head (TDH) 15 34'6 36.9 39.2 41.4 43.7 45.9 43.2 50.5 52'7 55.0 Complete Program or other calcs. Fill in Gas Heater Efficiency Rating 84% No pilot Light Heat Pu p Efficiency COP 5.0/3.8 0 16 37.0 39.2 41.5 43.7 46.0 43.3 50.5 52.3 55.0 57.3 required blanks on worksheet&attach 17 33.3 41.5 43.3 46.1 43.3 50.6 52.3 55.1 57.4 53.6 NSI 5&ANSI 7 Compliance Work Sheet Un 18 41.6 43.3 46.1 43.4 50.6 52.3 55.1 57.4 59.7 61.9 Maximum Flow Capacity 19 439 462 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 Of the new or replacement pump Determine Simplified TDH 20 46.2 43.5 50.7 53.0 55.2 57.51 59.3 62.0 64.3 66.5 Distance from pool to pump in feet: 25ra 21 43.5 50.6 53.0 55.3 57.6 59.3 62.1 64.3 66.6 63.9 2375 St Johns Bluff Rd S#1:107 Owner Info: 22 20.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.21 BWE"lg,54 Jacksonville,FL 32246 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 Phone:904.620.0090 Job Schooling-16091 Suction Pipe Friction loss in 3 pipe per 1 @ 136 = 0.04 pipeflow/friction loss 24 554 577 600 622 645 667 690 713 735 75.3 HNN gpm 25 57.8 60.0 62.3 64.5 66.3 69.1 71.3 73.6 75.8 78.1 ® Fax:904.620.0206 Return Pipe Friction loss in 2.5 pipe per 1' @ 117 = 0.09 pipeflow/friction loss 26 60.1 62.3 64.6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 Name Richard Schooling p p p p World'sLargest! gpm 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 75.2 80.5 32.7 23 64.7 66.9 69.2 71.5 73.7 76.0 73.2 30.5 32.3 35.0 Suction TDH 25 x 0.04 = 1.00 TDH in Piping 3.25 29 67.0 69.3 71'5 73.3 76'0 73.3 30.5 82.3 35.1 37.3 Address 350 Third Street Length Ft of head per 1' TDH Filter loss in TDH 10.00 + 30 69.3 71.6 73.8 76.1 73'3 30'6 32'9 35.1 37.4 39.6 Contractors Signature Atlantic Beach 32233 + Heater Loss 4.00 + 3171.6 73.9 76.1 78.4 80.7 82.9 852 87.4 89.7 92.0 Kenneth M. Quintal 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89.7 92.0 94.3 Return TDH 25 x 0.09 = 2.25 Other Loss Infloor 4.00 + 33 762 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 Length Ft of head per V TDH = Total Simplified TDH 21.25 = 34 78.5 30.3 33.1 35.3 37.6 39.6 92.1 94,4 86.6 98.9 Contractors License No. 35 80.9 83.1 85.4 87.6 85.9 92.2 94.4 96.7 98.9 101.2 CPC 1456765 FIELD TDH[v1U5T BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH