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347 10TH ST - POOL , ‘.--Lbk- '1,LN, , ' , SS CITY OF ATLANTIC BEACH _ � \ ,')V- v 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 013 19%, INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0031 Description: POOL Estimated Value: 30000 Issue Date: 9/7/2018 Expiration Date: 3/6/2019 PROPERTY ADDRESS: Address: 347 10TH ST RE Number: 170079 0200 PROPERTY OWNER: Name: DAVID CHARLES LAMAR Address: 347 10TH ST ATLANTIC BEACH, FL 32233 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: SOUTHERN ELEGANCE POOLS, LLC Address: 522 13TH ST JACKSONVILLE BEACH, FL 32250 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. i y>>1;., City of Atlantic Beach APPLICATION NUMBER �S f -.!c, � Building Department (To be assigned by the Building Department.) J i,c—. 800 Seminole Road �Oc�L I _ CO� ( ;r KV Atlantic Beach, Florida 32233-5445 A Phone(904)247-5826 • Fax(904)247-5845 'rF�01-jA9r E-mail: building-dept@coab.us Date routed: 7 / I 3 f 18 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 347 I C c De! " •• -nt review required Yes No II J! . rA�2 Applicant: SO1Qr 11 EL a.,�CN_ OCA!� manning &Zoning Tree Adminis rator , u�blic Works Project: PO O�_ 114,�,� 1 i =11.r.i• Public Sa ety 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 First Review: ❑Approved. KTDenied. ❑Not applicable (Circle one.) Comments: UlI DIN PLANNING &ZONING Reviewed by: Date: 7'c9a'aote TREE ADMIN. Second Review: Approved as revised. ?-Qenied. Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: / r' Date: P'er-y� FIRE SERVICES Third Review: Approved as revised. ❑Deni d. ❑Not applicable Comments: Reviewed by: l' / Date: P'/7"/ Revised 05/19/2017 .... LAMAR RESIDENCE . 347 TENTH STREET r ATLANTIC BEACH, FLORIDA I~ 0 I .2„ : .,. i1 . Z": . r —T-- 3 1 T` —� 4. .Mi I 1 raw. Alj I fy" VI 1 1 1 /� wu. ¢ I I I 0 M I _ - n�- . _ I I cl -1 _ v -i :a:�=nu= r u 1 1 b �-- r� / I 0./ I'< I I • I■'!� �' I a3i H • r.. .aa Z -111 � 1 I _= p I44,•o. �'npr Ivk411 1 t W 1 1 1k 1 • . . R Ig . 6 0 �. .�. 1 I r .i...k,. 0 ILI < Li I � -- -I_ ----- — wror0mLK ,,. ..1 r)- --J b 44 m e *MAW D.[L.Ma NAV b ®NEW SITE PLAN INDEX OF DRAWINGS: :. `' < 1. KAMM 46'.r47 •, m,•mar Miff I.0"Av. V Gg ` (NI 0 Atli atiO4MID MP ` In �` • RECEIVED IMPERVIOUS SURFACE CALCULATIONS: au COMMUNITY .KA.s, •MO Y. DEVELOPME)9 , d. >�N 'WILDING CODE SUMMERY 2 APPRD >~M. o` E ean�t n a. e� VVIOL D., �. 21.0�. APPLICABLE CODES: JUL 2 4 2018 ,promo. 1, *2% A iH►M. 1611400R A•ii,U8LE•Ill If.) N.QRDAVOI$P XW.OXII 2O4 DRAWN BY: CA( MOM MUM,wu+eo WALK 1*ilICIIVC CLC[ eon va•nM a•UV•HOOF. SCALE.:I/Ir•1' Amoco MOW Amc Building Department DESIGNER:CAC City of Atlantic Beach, FL 1904)626-423: RECEIVED 01.4w: , -. , CITY OF ATLANTIC BEACH = /I \A I!n - 9 2018 800 Seminole Road i � Atlantic Beach,Florida 32233 r k�$y- r F3 v Building Department City of Atlantic Beach, Ft. REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 8-4-l ° Revision to Issued Permit v Corrections to Comments Permit# Pot,i I " ad 31 Project Address 3'4-1 / o Si-Cesz Ar Contractor/Contact Name(141 e S Cc b bS Phone QO`f--6a(Q. 9 )-3D Email 5o<, ve`P( 0=. Qc)a'S@1yva�\, `0,,'1 Description of Proposed Revision/Corrections: Permit Fee Due i, S D. rr OP dotAec ova .,rQg a e_ FA C -(- 1k) C Additional Increase in Building Value$ Additional S.F. By sign'•:bel. ,I ,AM• • affirm the Revision is inclusive of the proposed changes. / i/ (printed name) r i .,�.-►,. EIV �- tgnature of Contr•c • Agent(Contractor must sign if increase in valuation) Date (Office Use Only) AUG - 9 2018 Approved Denied Not A Iicaigiii iD PP PP fi ''''tf. . .. City of Atlantic Bez,L =L. Revision/Plan Review Comments went Review Required: �.Zuilding ' _ //I'\7 Planning & Zoning u Reviewed By Tree Administrator Public Works p Public Utilities _ I7' 1 0 Public Safety Date Fire Services ( _, CITY OF ATLANTIC BEACH i� f 800 SEMINOLE ROAD }ti�` _ ATLANTIC BEACH, FL 32233 (904) 247-5800 BUILDING REVIEW COMMENTS Date: 8/6/2018 Permit#: POOL18-0031 Site Address: 347 10TH ST Review Status: denied RE#: 170079 0200 Applicant: SOUTHERN ELEGANCE POOLS, LLC Property Owner: DAVID CHARLES LAMAR Email: SOUTHERN ELEGANCEPOOLS@GMAIL.COM Email: Phone: 9046264232 Phone: 4047359773 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. u.•. -. ..- - . . - . - • a es ' : - ...' , _ .. • - ..' - c.rrec .a - . -- • - (2-eG, S - X1 -4 8 � ) - Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us Resubmittal Notes: &ii i1/ed Rev,l°4,, C yyl ilevort 1.7 , --6_i Q ^m0/ All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. 4 I Js CITY OF ATLANTIC BEACH r T ` ° r 800 Seminole Road 4 t Atlantic Beach,Florida 32233 rfis) REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date I'� (- ) O Revision to Issued Permit Corrections to Comments Permit#1)&31 i 0631 Project Address 3 cf7 tot 24 \G \4t C Qsz.(:L. - 3 a a Contractor/Contact Name Mtn` C,\O\O5 Phone glO`f ‘,a(0 L(D 3 a Email � 011,e-4A a vt ce QcID -\,t-49-\\ Vt.i Description of Proposed Revision /Corrections: Permit Fee Due SO,O0 is 0,4v42_ AlAV4Q,S co&S -�o� sem, cL LL( (>001 elLa to v,k).e.4/ NZ_ Additional Increase in Building Value $ Additional S.F. By s':u in :el. • i , S i\OC affirm the Revision is inclusive of the proposed changes. (i inted name) Apr ignature of Contracto • :-' -ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied - Not Applicable to Department Revision/Plan Review Comments Go d e e r o Gt o 1-42 S t i P n CO✓✓e c41- Department Department Review Required: ui . /171o1- Iannin 1&Zonin� viewed By Tree Administrator Public Works Public Utilities G Public Safety Date Fire Services /' , CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 OFFICE COPY (904) 247-5800 BUILDING REVIEW COMMENTS Date: 7/19/2018 Permit#: POOL18-0031 Site Address: 347 10TH ST Review Status: RE#: 170079 0200 Applicant: SOUTHERN ELEGANCE POOLS, LLC Property Owner: DAVID CHARLES LAMAR Email: SOUTHERN ELEGANCEPOOLS@GMAIL.COM Email: mlamar217@icloud.com Phone: 9046264232 Phone: 4047359773 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Resubmit cover page with contact phone number. 2 copies. 2. Resubmit Site plan page with updated applicable code dates. 2 copies. 3. Submit SIMPLIFIED TOTAL DYNAMIC HEAD (TDH) CALCULATION WORKSHEET. 2 copies. 4. I will attach 2 files to this email. One for the cover page reference and the TDH Worksheet. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us m et,ied /(a r R'ev; e co .M "--1v. ff • a o. Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left . 4141124 Building Permit Application Updated 12/8/17 '4s City of Atlantic Beach LIP (2 800 Seminole Road,Atlantic Beach,FL 32233 POO�' 8--003 Phone:(904)247-5826 Fax:(904)247-5845 (� �5{� _ ' 3 I Job Address: � '^' ' `' � Permit Number: �� �� V Legal Description S-(p I' ��p-a5 "'Me . 1101 *\.4 c1 6L..(-041/4. 4\0R # Valuation of Work(Replacement Cost)$ 1 0 000 C./3 . Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Mov- 0---- •ool indow/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residenti. • If an existing structure, is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: I o4tI rb 1 .Tyn g co•inC� Florida Product Approval# for multiple products use product approval form Property Owner IJ Information ,/7/ L Name: ' I�( Aj Ay/ Address: 36 �� 5trce. City AGSM jA �State d Zip 'j y7'3� Phone `-f E-Mail 0,11A,, 1�6�-I-_II i(/LU / ` o '/► Owner or Agent(If Agent, Po er of Attorney or Agency Letter Required) Contractor Information 4 .Pik, � Name of Company:k:o in e( ' �4C Qualifying Agent: C s CrC': tV v 3 Address cA) B — e. do, 9k,4„,.., City e 1r(. Zip 3a.a co Office Phone Qv/-t? -(4 4$ Job Site/Co act Number State Certification/Registration# C' C., (ij(86 o f E-Mail c ,. .ut1 61110 -t QaL6 �10kzi . (::_o Ai Architect Name&Phone# l Engineer's Name&Phone# Workers Compensation Exempt/ nsurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to ork and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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 RE'ORDING YOUR 'TICE OF COMMENCEMENT. / / , / / /4 ✓r/ (Si:•ature. Owner. Agent) I a- (Signage of Contractor) (including contractor) I Signed and sworn to(o affirmeicll before me this day of Signed and sworn to(or affirmed)before me this day of ,_] 0,by ,"`C-i,C IA- \.-AM , , by Z L,t L{ QUI % \ �+�:,,.,.�►�IIIN ,tt.34.111111111PAR 11',swimming.= e 'JENNIFER JOHNSTON •,--.14,4,1(y11. V',�' N4��)0f Florida ��.�u4., =•; An ;•; y Comm. xpires Dec 16,2018 [ rsonallyKnown OR =n .4.--... MY COMMISSION#GG 04229840 [ personally Know O' III [ ] • • EXPIRES:October 27.20 [ ]Produced Identi aikr i P Commis•• # FF 167824 Produced Identificatio a� $5.' ��...o ������ Bonded through National Notary Assn. Type of Identification: L_:__._._'-','F: o'.' Bonded 11 UNotaryPublictlnde�""t°r' Type of Identificati• . Prm NOTICE OF COMMENCEMENT State of FL Tax Folio No. 00074" Oa00 County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.p Legal Description of property being improved: 5—Cv 1 ((D-p 3 -aQ C . AAA C.. 3 eAc 44)-}..)'4 Address of property being improved: 3(? !o '^ kie U` •QA EC.. 3)..'3 7 General description of improvements: Install In-ground Swimming Pool 3aa39 Owner: DIV:a T Mcva.•(`evA (0.tinct.x. Address: 3 iO Owner's interest in site of the improvement: FQR Fee Simple Titleholder(if other than owner): Name: Contractor: Charles Cribbs — Southern Elegance Pools Address: 522 13th Ave North Jacksonville Beach FL 32250 Telephone No.: 904-626-4232 Fax No: Surety(if any) Address: Amount'of Bond$ Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida, other than himself, 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 following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No: Expiration date of Notice of Commencement (the expiration date is one(1)year from the date of recording unless a different date is specified): "HIS SPACE FOR RECORDER'S USE ONLY OWNE Date: VW", ORBK, s Page ,S `Sefor: me is .ay of LAC )n'he County of Duval,State Doc.. 2018164810, 1845. 1,53, M Florida,has personally appeared f4.e." LGt in ( Number Pages:1 Votary Public at Large,State of lorida,Co _ty o Duval. Recorded 07/13/2018 01:19 PM, � I���RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL ylY commission expires: , - - COUNTY 3ersonaily Known: V i Grp.. ti JENNIFERJOHNSTON or RECORDING $10.00 ?roducedIdentification: ,., = MY COMMISSION#00042984 EXPIRES:October 27,2020 ' 0'70' 9onded Ilvu Notary Public Underwriters •I• PAGE 1—COVER PAGEREVISIONS Ni PAGE 2—SITE PLAN t:,p R . PAGE 3—STEEL PLAN PAGE 4—MAIN POOL • ,,\ j� The following plans adhere to - Florida Building Code 2017, National Electric Code 2014, o Florida Fire Prevention Code 2007 & City of Atlantic Beach Code of Ordinances �N M ti tc4 g yioutAe' n' JJl22 13T14AVE N =fp JACKSONVILLE BEACH, .TL��Ir 32250 k. . ' � � CeI a • ; 4 CV o 1n � 1 4 DRAWN BY: CM SCALE:1/S'=1' DESIGNER:CAC (904)626.423' 1 .1 , :, ill,,i . LAMAR RESIDENCE Pri4„, , ,, , .: 347 TENTH STREET �' ATLANTIC BEACH, FLORIDA • I~ Ey. 0 - ,. ”' i a.. , : o , ,-,. vr.... I., I I I MaK.Y• �bJ. t I I IV 0` I I 1i –> wtt.V -Ib § I I I O s [ 1 I 1 — '" i- . i4dIN II ©=::I:t=:=ice �I c� I I b NM ta / I a/ 6l I < ■ MOSS Z f , I '111 ,:, E ... 1 E i.i_i ‘`---__> MOM II. ■ " t CS112 k. ° ramarmelardra L_I_ - -- - - :,11" � l� - } �, a VOCAZIMECUM a,ww b ®NEW SITE PLAN INDEX OF DRAWINGS: a at KAtZ'A'a.p t.. TT•Stir WV.OD.0 n.n. GV AM BOOR !�.W K. ` In IMPERVIOUS SURFACE CALCULATIONS: K .Veli. v ° .a4u �ECElVED MIA aftcowwicvaa a�K . •�fr ti4 _, I �,+ • .OJIfM�afa,1IlOftaydcauw • f«MAW MIa atM 'BUILDING CODE SUMMERY 2 i y , IMIPMCW&RK.ORA WMV. 7 CK. APPLICABLE CODES: e . ', GIJaO K. MUM'*MUM.STI KJ ILCROUMW.1411901Della-02C• 204 R.gR1G COp. WO ) mom mom)114,009 •ffOtf. aanesaauaowr►wu. SCAM:1/ •1 Building Department DESIGNER:CAC City of Atlantic Beach, FL (904)626-4232 r POOL AREA: 317 Sq.Ft. REVISIONS POOL PERIMETER: 76 Ft. COPING AREA: 62 Sq.Ft. POOL TURNOVER o w 9,881.15gal @ 36 gp'n=4.57 hes S OwSTT. EL- a� cs s. O a 5 I DASHED LINE INDICATES (C «m BACK OF EXCAVATION — —_ — J WALL RETURN U CLi ,g,t L -(TYPICAL OFR) q) R vi.• APPROX.8'TO I I APPROX.20'TO 7:45'.N at DSS PROPERTY LINE I BENCH I PROPERTY LINE N ,...)6 a ((AMIDE) 414 0 1 y$4--MAIN I ' = GLDBRITE LED LIGHT L DRAINS I t4.) F"! ((TYPICAL OF 4) "' S'-6" DEPTH 3. G.. I -- —.1—."— — Z I L————I SKIMMER 3.6 DEPTH DEPTH CLEANER LINE I I 1 11 NO 1 23 S" I v a t - b T WALK-IN I 4' N7 4 STEPS I I I Cdw I I fi%., p L_ _'_ J c LANAI " Y hl 7, V �..• POOL EQUIP.--•1 n 7 CUSTOMER ELECTS TO USE ONE RESIDENCE LOCATION OF THE FOLLOWING /Ti X 1.HARD WIRED ALARMS ON 4 '°4', ALL DOORS AND WINDOWS DRAWN.BY: CAC LEADING TO POOL AREA. 2.CHILDPROOF FENCE. ' 3.POOL COVER. SCALE:)/S°_)' X 4.OTHER APPROVED METHOD. DESIGNER:CAC CUSTOMER INITIALS: (904)626-4232 0 SHALLOW-DEEP-SHALLOW CD TYPICAL STEEL LAYOUT FOR W SHELL WITH DEPTH UNDER 7ft. LL U- (7, TYP.WIDTH FAT TOP OF BEAM WATERLINE_ WATERLINE L TILE ` f j I I 7Y B / TOP BAR STARTS 6" • 1 I I.l -14 l 44 'ii 4 4- 1 I 1 .1 1 1 I I 1- 1- 1 I I I f • FROM TOP OF BEAM • \ •-"f:TOP 121 HORIZONTAL BARS ON 6"CENTERS C B3 REBAR ON 12" -f • POOL ■■ CENTERS TYP. • • • • • ... .- •• • • • • • • • • • • • • • • • TYP.BEAM THICKNESS OVAL MAIN OgAINS FOR ANTI-ENTRAPMENT PURPOSES NOTES: DRAWING TYPICAL FOR ALL SHELLS WITHIN 7ft. OF DEPTH ▪> 3-REBAR TO BE USED TYPICAL THROU6HOUT 3 ▪ EVERY BAR-END TO BE OVERLAPPED 30 BAR DIAMETERS (EQUIVALENCE 11.25") N.T.S. SEE ATTACHED PLANS FOR VENT LINE DETAILS `4. OOF 1 ICE17: .SOP , SUAPSP-7 2006 Specifies three methods for determining the maximum system flow rate.j I.or.iai following simplified TDH calculation si one of these methods specified. .r.— Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: ti im,Lm Flow RatP Reauired:35 GPM Per Skimmer(Required:1 skimmer per 800 sf of surf.Area) 1.Calculate Pool Volume: 317 X 4.16 X 7.48(gal./cubic foot) 9864.026(Val in gal.) ;Curt.Area) (Avg.Depth) 6 50(min.^hr) 360 -- 2.n..t..w.in.nrf.rrad Turnover Timein hours: --- .„ta•.) a 30 + _ 24_._ 3.Determine Max Flaw Rate: 9864.026 f 360 (Poon Flow Rate) (Feature Flow Rate) (System Flow Rate) (Vol in gel.) (Turnover In Mins.) 4.Spa Jets. X cpm per}et = 0 flow rate. (#of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo,use higher No.3 or No.4 in the following calculations for the pool&spa) Determine ripe sizes: mch to keep velocity i 6 fps max.at �4 gpm Maximum System Flow Rate. Branch Piping to be 2 8 max.at 54 gpm Maximum System Flow Rate. Trunk Piping to be 2 inch to keep velocity fps Returnriptng to be 1.5 inch to keep velocity L 10 fps max.at 54 gpm Maximum System Flow Rate. Determine Simplified TDH: 1.Distance from pool to pump in feet: 35 54 gpm C.O6 (from pipe flow/friction loss chaltj 2.Friction loss(in suction pipe)in 2 inch pipe per 1ft.@ = on loss c art) 1,F inr4•i pine per 1ff a rid gpm0.21 (from pipe flowlfrci' ..o__ h_. 3.Frir3iar!loss tin retain(yep)in -4 35 _ X 006 = 2.1 (Length of Suct.Pipe) (Ft of headltft of ptpe.) (TDH Suct.Pipe) 5 35 X 0.21 = 7.35 9 45 n..wh nt vin {a es„ Pim") (FI of ead lt!o*.pipe) iroH Return Pipe) TDH in piping' stair tees i1 TON(from flit&(data sheet): 6 __ -n,u,, (a,,....Hater data sheet): I) . rieaac+rvsa rt., �...�.(#r,ow. __.. Total all other loss: 25 rT r v;rodr_ar iris rncivaes ow is nor limned eo...Weiyeags,OGS,45s,valves,epel�+is,erf.^4 . Total Dynamic Head(TDH): t Selected Pump and Main Drain Cover: i=uurN o�laIN!'tair Rimnrflo fusing pump curve for TDH&System Flow Rate , 10,-....,-;..;i--. ..__. (3947174t-iriri Main Drain Cover IPentair Stargaurd 8"{500100) 1(System Flow Rate must not exceed approves cover naw tau-.) (lulake and Model) Notes:Minimum system flow based on min.flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. rte— — 144 gpm max.flow(see note 2) 1 X I© ©� 2j 7' Suction outlets(c� � 1 ice' !4 U UI 31 Suction outlets @ 1 Igpm may flow(see note 3). , ij I jChannei Drain I Igpm w/ I (ports(see note 4) LT: t.._ r 444,: .�:mak,. OFFICE COPY Toiai H.. ili Rei. C.:.01ivi-6lOii C4 iii Inches Mercury(Vacuum Gauge) 0 1 2 4 1 6 8 I 10 12 14 18 18 0 0 i 2.3 4 5 I 6.8 9 11.3 13.6 158 18.1 20.3 i 1 1 2.3 I 46. t 5R . 91 1114 13.6i15.9i 18.1 20.4 22.7 i 2 4.6 6.9 6.1 11.4 13.7 15.9 18.2 20.4 122.1 20 3 69 92 11 5 13.7 16 18.2 20.5 22.8 I 25 27.3 4 9.2 11.5 1 13.8 16 18.3 20-5 22 8 25 1 127.3 296 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 o i3.9 i1C.,;.1i 8•.a 2n e , 22 9 2F 2 J i i d :Z9 7 I i 31.9 34.2 I I I wI - - I I 1 7 16.2 .18.4 20.7 23 25.2 27.5 29.7 32 34.3 36.5 8 18,5 20.7 23 25.3 27.5 29.8 32 34 4 36.6 38 8 9 20.8 23.1 2:.•.3 27.6 29.8 32.1 34 3 36.6 38.9 41. 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 1 25.4 I 27 7 I 29 9 . 39 7 I 34.5 136.1 I 39 14 1.2 I 43.5 1 45.6 S 12 27.7 30 32.2 { 34.5 36.8 39 41.3 43.5 45.8 48.1 I 13 30 32.3 34.5 i 36.8 39.1 41.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50A 1 52.7 15 34.6 36.9 39.2 41 4 43.7 45.9 48.2 50.5 i 52.7 55 i 1 1 t _ I 1 ,5 I Aoo l 5nc I R9R 1 55 I 57.3 16 3/ 3y1 4 LJ i �... _ - 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 416 438 46.1 48.4 50.6 52.9 1551 57.4 59.7 61.9 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62 64.2 20 46.2 48.5 50.7 t 53 55.2 57.5 59.8 62 64.3 66.5 . ..- L 4-.- 1-----3 5_ - F t , i a�a I as a I SR 9 21 48_5 50 8 53 55. 7.6 58.0 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 69 71.2 73.5 24 55.4 57.7 60 62.5 64.5 66.7 69 71.3 73.5 75.8 25 57 8 60 62.3 64.5 66.8 i 69.1 71.3 73.6 175.8 78 . t I T _. . 1 I ��� I moo, I ane 1 26 60.1 62.3 64.6 66.8 Eta. 3. 3.27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 90.5 82.7 1 28 64 7 66 9 69-2 71 5 73.7 76 78.2 80.5 82.8 85 29 67 69.3 71.5 73.8 76 78.3 80.5 82.8 85.1 87.3 _60.3 71.A 73,5 76.1 78.3 i 80.5 i 82.9 85.1 87.4 89.6 3:. II _ � 31 71.6 73.9 76.1 78.4 80. 8z.9 o:.).2 07.4 22.7 02 32 73.9 76.2 78 4 80.7 83.1 85.2 87.5 89.7 92 94.3 '4 33 1 76.2 78.5 30 7 83 85.3 87.5 89.8 92 94.3 196.6 4 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98-9 1 s5 I 60.9 I 0-3.1 I 85,A I 67.6 149 9 92.2_,L 94.4 96.7 98.9 101 2 * NOTE FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. CLEAN & cLEA CARTRIDGE FILTH lamp nnq to-quick access to cartridge_ .,.... .._ ... . ..veil -q.e-piece f b_"glass-"einforced polyprocylene tan,: 1-...r Strength and corrosion resistance '' plumcing-or ma\imum flow Easy access 1'L"dra;n odel Number Filter Area Vertical Filter Flow Rate Turnover Capacity(Gallons Sq.Ft. Clearance' Diameter GPM 8 hrs . =.s,;, rs. 12 hrs. - CC 50 50 30" 15.5" 50 24,000 30,000 . 36,000 CC 75 75 39" 15.5" 75 36,000 45,000 54,000 CC 100 100 61" 15.5" 100 49,000 60,000 72,000 Is CC 150 150 76" 15.5" 150 72.000 90,000 108,000 CC 200 200 76" 15.5" 150 72,000 90,000 108,000 •Required clearance to remove filter elements FFICE COPY CAREFREE BY DESIGN Like alt Pentair cartridge filters,the Clean&Clear filter features • 11/2"drain and washout for quick and convenient maintenance an easily-cleaned cartridge for the ultimate in carefree pool filtration. and winterization. The fiberglass-reinforced tank halves are secured with a clamp • Lock-ring requires only half of a revolution for a leak-proof seal. ring—just loosen the ring and remove the top half for easy cartridge • 2"plumbing for maximum flow. access and rinsing.Filter maintenance doesn't get any easier. • Single-piece base and body designed for maximum durability. AVAILABLE FROM: PENTAIR 1620 HAWKINS AVE,SANFORD,NC 27330 800.831.7133 WWW.PENTAIRPOOL.COM A.l Pentair trademarks and logs are owned by Pentair or one of its globe.affiliates.Clean&Clear'and High-Flow"are tr_remarks and/or registe-ed trademarks c'=entair Water Po:.and Sca.Inc.and/or"ts a'filiated campan.es'n the United States and/or oth:r count-es.Beaus:we are conrnuously,mprov:n;our p•:ducts znd servi_s,Pe-ta.r reserves the right to change spec'fcat ons without pr,:r n::,:e. Penta'r is an equal:pportu-ity employer. pumps•fitters• heaters•heat pumps• automation • lighting •cleaners. =aniti7ers•water features• maintenance products 9/14 Part ft P1-121 02014 Pentair Water Pool and Spa,Inc.All rights reserved. 0 l- --1 PENTAIR STARGUARD" VAIN DRAI\S _ StarGuard drains comply with provisions Pentair®StarGuard drains have an . . of the ANSI/APSP 16-2011 standard as industry-leading 15.35 square inches of ` required by the Virginia Graeme Baker open area for water flow. If you are in an -..1 " Pool&Spa Safety Act. area where water velocity through the - :i High quality StarGuard drains are , -;:.?i,:-.:•: grate is limited to 1.5 feet/second, the • . . - •• StarGuard covers allow flow rates up to :_ ' :! !t, available in white, black, gray and '. •-:: dark gray,as well as avariety of 72 GPM. Other leading competitors \, • . --:.• • configurations to fit any inground have open areas under 9 square inches -:-.. �*�aa�0 7 that would limit flow to under 42 GPM. pool or spa installation. Review the specifications to find the right StarGuard drain model for your application. Part Description Flow Rate Flow Rate i Open Area Number Floor(GPMI Wall(GPM) (sq.in.) 500108 o SrarGoani Cc,,:erv..th Long Ring-4(h0e_. I-mgtel ...., 122 )5.35 _. 500100 8"StarGuard Cover with Long Ring-Black (Single) O8640740 1 500101 8"StarGuard Cover with Long Ring-Dark Gray (Single) 4, 500102 8"StarGuard Cover with Long Ring-Gray (Single) . ,' �`%gm ," 500140 8"StarGuard Cover with LongRin White1 . .''i' ' 9 (2 Pack) !.l: _djr 1:r•'_ ' f ... 500141 8"StarGuard Cover with Long Ring-Black 12 Pack) = -' ' _= 500142 8"StarGuard Cover with Long Ring Dark Gray (2 Pack) .) l 500143 8"StarGuard Cover with Long Ring-Gray (2 Pack) — riiillial Part Description Flow Rate Flow Rate Open Area Number Floor(GPM) Wall(GPM) (sq.in.) 5001Ci3 8 . ;ar-Guard Cover with Short Rini-White Is•nglel ;;2 i 5.35 500104 8"StarGuard Cover with Short Ring-Black (Single) a� or i 500105 8"StarGuard Cover with Short Ring-Dark Gray (Single) let"1" . . 500106 8"StarGuard Cover with Short Ring-Gray (Single) `aS;t..,'.<, * 500144 8"StarGuard Cover with Short Ring-White (2 Pack) t (,: ••_...... :...,�.,, 500145 8"StarGuard Cover with Short Ring-Black (2 Pack) ' ''N' ..'..!!500146 8"StarGuard Cover with Short Ring-Dark Gray . 1•; ' "•'___ • s (2 Pack( !.! .K'_ : <_'m 500147 8"StarGuard Cover with Short Ring-Gray (2 Pack) pentairpool.com p 1— -- F L e—s r''' v L u HIGH PRF: NA\CE PUP When outtittin:your n_w pool or looking for a superio-replace^-ent for a Haywar:''•Sucer �' Pumps;the SuperP.o pump drops right into plo ..: -,v;th.7.7;c In min -'-i7a mc,I-1 - ion -Ho and expense1 r` Heavy-duty rno-or for .ang service life Superior-ydraulic design and lhi=k-waled body parts deliver super-quiet operation THE STRONG SILENT TYPE PERFORMANCE CURVES The SuperFlo pump meets all the criteria for a superior pool,spa 30_ 10° I I I I 1 or water feature pump. It's super energy efficient,super quiet : 90 BEST EFFICIENCY SIZING and super easy to maintain. Plus,it's designed with innovative 25= 80 --_�=�,, materials that will stand up to the most demanding installations - 70 1 �` E 70— and conditions.Whether you're choosing your first pump or replacing '=e _ 3 1°3-1'....:.1.„_...1 �` older technology,the SuperFlo pump is definitely a super choice. 4 : 15= 50 I � �\ LL 30 .4/1111111 • s 1G= :1a Self-priming for quicker,easier start-up. 1 J 20 1 1111116Niummillia- . • 115-volt or 230-volt models available. s- 10 D� ^ e G H E 0 I .IA B C I • Performance and pressure tested to ensure superior quality. 0 10 20 30 40 50 60 70 80 90 100 110 120 130 U.S.Gallons per Minute • UL/cUL listed. I . , , , i ' I ' I , 1 , , 1 1 1 1 1 I , 1 , 1 1 1 1 1 , I 0 5 10 15 20 25 30 • NSF certified. Cubic M eters par Hour Curve Key Part Number HP Curve Key Part Number HP E 348021 I/2 _ 34.038 1 I- 248022 3/4 H 34:039 1-1/i 6 248023 1 I 34:040 2 H 268024 1-1/2 J 34.041 2-1/2 AVAILABLE FROM: I 348025 2 A 34.111 3/4 J 248026 2-t/2 B,3 34=042 1 E 340036 1/2 0,H 34:04.3 1-1/i F 340037 3/4 D,1 34:044 2 IF FIC copy ►> PENTAIR 1620 HAWKINS AVE,SANFORD,NC 27330 800.831.7133 WWW.PENTAIRPUOL.COM All Pentair trademarks and logos are owned by Pe^lair or one of its global affiliates.SuperFL^and Cam and Ramp"are tidemarks and/or-egiste^ed trademarks of Penta'r Water Pool and Spa,Inc.and/or as effi0a:ed companies in the United States and/or over countries.I iayward^a-d Slice"Pu—p^arc rcgistc-ed t-a:a—arks al Hayward Indust-ea,In:.3cca-se we are_onc,nuausly'mproving oar procucts a^d services,Pentair reserves t-e ght to change specifications wd^au:prior notice.nentair is an eq_al opport-nity employer. pumps•filters•heaters• heat pumps• automation • lighting •cleaners •sanitizers•water features• maintenance products 6/15 Part#P1-232©2015 Pentair Water Pool and Spa,Inc.All rights reserved. 0 ® Cysi'il.\ City of Atlantic BeachAPPLICATION NUMBER 4Building Department (To be assigned by the Building Department.) ... = 800 Seminole Road � �LiC1 _ ��3 l -.- Atlantic Beach, Florida 32233-5445 ` L� Phone (904)247-5826 • Fax(904) 247-5845 urt>>,' E-mail: building-dept@coab.us Date routed: / i 3 l 8 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 34'7 I Oer `4 De nt review required Yes No � Applicant: SO OL--(1. C r n El ctAcLe OCA 1.� anning &Zoning Tree Admini trator Project: ( ' OOL.. ,- blic Work Public Sa ety 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 First Review: ['Approved. Denied. ❑Not applicable (Circle one.) Comments: BUILDING /litiC A 0 , pct Fevffri.eix T- 7'16-(9 PLANNING &ZONINGReviewed by: Date: TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PAGE 1--COVER PAGE REVISIOVS PAGE 2--SITE PLAN __.- PAGE 3-STEEL PLAN PAGE 4.-MAIN POOL — O w oro , oA 8wF, p'.. RU 403 44(.., 1 6.Vowthette � �)(%4f'�► 'fi('���L.JKJ .A fYi4 �. AVE ORTR ..„,.., s L °, w . ,v, ..... .17. c , c ) et. , 0 I L ve ,‘ C ss AO) ' ) N,;1;IMII V1LLE1 BEACFL .64 IcsA 4 r 4 4 DRAWN BY: CAC SCALE'.1/8'A.1' DESIGN"aft:CAC (904)626-4232 _.___. LAMAR RESIDENCE ��\`�'k o�Z 347 - TENTH STREET ��� �.� ATLANTIC BEACH, FLORIDA 0 o >, 1 ' 1 � �0 2 f wasp WIN 6 ! I C 1 ! i 4311 LP va-rF ( 1 tS N: ...- ..Iy' .. .�� ... :.� ;. 1. _ Au-..-.----.74._-.-.S .: —` �iW .I [ 1 � r as 11 ii 1 I I �, E 1 1 - _ .r �, i z I I ��— I i ortaa MUM Q ._ I 1-- L :._ . I Ili 1 1 i 1 $1 i t r 1 �s v .4? R ,� i r Lill I- li 1 1 l duals 1 ',�I) _ot )12°1 '.. 1 1 - r J r [ NEL; SITE P APEX OF ORAL:111\ CJ *MGM Ct[Gk?ila WAN ��jjy ;:t,�,r,P ` 1f; R ta�D tA19#= FWI Rt70R •uo eF. 1MPERVIC' 5 SURFACE CALCUL AT 10145: eacncnmP .un a. Daae Kai - .as a. — 7.77, _- rOal vi wlaa, <dRtc! s e a ,Pu - tar r(a�ai�- naw .(fir ac. I us j. cooirre - . – 71w. ._— "'� `, • _ --_ Ma. c.(�PLIGAE!_E CODES: m t r�O�Aa—io s.a 4t. QM W.�, �w$1_—.._– : j DRAWN 6v 1 4 fN1 WU I A.UN N. PBMSOP(+vaL+AC.S' r FI:0CRP 4 Out141301111U41_ICCCP/ 2011 N it Ce1tJ.Ei.6t:1fMC cGPR / ,-"1 �` ti(:AI.F;: I f I PI rtM?4 s62/40 v.GYW ^il Y.1.I:N k..1.1i:.NOM urstc.�r:k Prnvr.4(wall a,Lf. (9t)4)(.2(i SHALLOW- bEEP- SHALLOW TYPICAL STEEL LAYOUT FOR SHELL WITH DEPTH UNDER 7ft. TVP.WWII FAT TOP Of BEAM WATERLINE {-8 TOP NAIi STARTS G' ( in EM MEN LINE TILE —TOP TOPOEREAM MEN - EMIAMMUIM CM MOMM 22- 2222222- 2222-EEME2!2- =922= 2 i. • .TOP{1I HORIZONTAL �'ny BAPS ON 6"wants I . ;j .\ C3 REO! ON 12" • N. 1 ('.ENTfl PIP.POOL Y — ----_— • . ---�...� _ ®_ • ...=----"--'i LTV.BEAM UAL MAIN DRY. -± EC R ANTI-ENTRARMt PIMP(',,ti NOTES: GS: ORA 4,7N6 TYPICAL FOR ALL SWELLS WITHIN 7ft. OF DEPTH 3 #3 REBAR TO BE USED TYPICAL TM?OL,(yHOUT EVERY BAR-END TO BE OVERLAPPED 30 3AR DIAMETERS (EQUIVALENCE 11.25") N.T.S. SEE ATTACHED PLANS FOR VENT LINE t>ETAILS u _.-:u ��_. .......--....* .,.-. P0OL AREA: 317 SR.Ft. pyVT61Oy5 E Fc;OL PERIMETER: 76' ::,-,PING AREA: 52 Ft. - POOL ) ?MOVER c z 9,681.15gel 6 -'Sgpm= 457 lrs „72, Y % K C:k. d+ O O 4 r4 d I aOtit M DASH..0 LME INDICStESFA m WAl1RE7 URN 7': yl BACK OF EKCAVA(ION •— _. i-- — — (TYPK:ALI)T 31 LGE L_ _ .. '`� i I"PROK.W TO I �( ��?PROK.20 TO "J 5 hOP RTV LINA# �+ of I i 'PERT!UNE --_. I RENOi I $ �' < (IEWIDE) I d I .�_.-MAIN _ z G..O6PITE LEU LIGH', 1DEPThWRE * m DRAINS I _. ( L — -- Q II YPICAL OFC '1 1111 I 23'• v L _ _ _ 1 i v04 I xM WALK-IN .I W tip ',LEM I p $ ta � g LANAI 0.N V 7 POOL EEILKP. 4 ��,�,.,. LOCATION p� RE`�IDENCE GUST��MER ELt<CTS TO USE�NE a OF THE.FOLLQMNG T'F\'. BY CAC _L i.HARDWIRED ALARMS ON ALL DOORS AND WINDOWS E;cnL:. (/�"'L LEADING TO POOL AREA. __�.CHILDPROOF FENCE. UG 9i<;t�8[l:CA __�.POOL COVER. < .OTHER APPROVED METHOD. (qp.q:328_4232 CUSTOMER INITIALS: __ I INIVIVIMIIIMINW-----11-I - ------ -wt1ww11111rV---wi.-rrn‘11111-11111111111111111011 rrr-rrfw1111 _ & — CA.ITI E I-11_ ' aimIII.r --'' .'---- '-''' ' ----''-'-''': ' ' i. gt.e-plecr't t)- Qlds:- e n'L''r:='d polyp!_'.y.=`f.= �a5y'swt'SS e . :Fitter Flow Rate rwarCapacityfCaa. n`l.__._ f iitcr Ares Vrrt,cai _p - Pte.-_ ____ ' i 5 Ft. II alTtt�ter �odalN.,rriber -- � - F 50 36,060 30'• i 5.5 24,000 30,000 (2,r!S0 5045,G00 54,030 i � 75 36,000 5 5 15.5" 100 S,00ti ou,;... -- GG 100 100 61 1 - 108,000 150 72,000 90,000 •Cn 7/�" 15.5 nn nrlrl 1S G C 150 i 200 150 90,000 108,000 �6" 15.5' 72,000 GC 200 'Required clearance to remove filter elements Ui-kkEi-l-Et BY DE.broN Like all Pentair cartridge filters,the Glean &Clear tiller features . 1'h" drain and washout for quick and convenient maintenanceand winterization. an easily cleaned cartridge for the ultimate in carefree pool filtration. • Lock-ring requires only half of a revolution fora teak-proof seat. 7,,�fih,er-glac_-reinforced tank halves are secured wish 3 clamp 2-prumbin�t_ r'„rlm fh�w. ring—just Loosen the ring ano remove 1.11C tufa - - access and rinsing.Filter maintenance doesn't get any easier. • Single-piece base and body designed for maximum outauiitly. AVAILABLE FROM' )0 PENTAIR 1670HAVVKINSAVE,SANFORD NC 2'730 80G.831.7133 t-•-r-PENTALRP00 ,LOM , ar_+r_..e -ed trademarks: 'entairWater Pp- andScaInc and/or is _..,k""p--,^=0-• _ .Fc�r d tS the right i0 CtiaetO spec �a"" a 5cc, pr'� - A alYentarrtrercrra 't - - E. a"fr�ated comGarc h the LsfiltaC Sla es artdlar d,P-r ❑ n:-es.uc�-�>:. •: entarisan equal cpPdrtl employ . t1.pr .ilPat� 1rc•heat pump,• 11tOCTlatl+Jn•lighting •cleaners•sanitizers•water features•maintenance products pumps• o _' al.- p ohA Part k P1-121 02014 Pentair Water Pool and Spa,Inc.All rights reserved. 4111 til PENTAIR STARGUARD- MAIN DRAINS StarGuard drains comply with provisions Pentair®StarGuard drains have an ..-_:` ,::•.;. . of the ANSI/APSP 16-2011 standard as industry-leading 15.35 square inches of _ r- � E,� Virginia Graeme Baker open area for water flow. If you are in an +.. �`.`'• Pool'& Spa safety Act. area where water velocity thruuyh the I.�` �•` _' grate is limited to 1.5 feet/second,the i': = • •e i• t...,-..a.4.4. -74 High-quality StarGuard drains are StarGuard covers allow flow rates up to d •.•: ;•� e a `•`.•: available in whitete,, black, gray and 72 GPM. Other leading competitors 4*:1-...._..• dark Cray,as well as a variety of have open areas under 9 square inches °��, ':•*.! ;•_`:viktr configurations to fit any inground that would limit flow to under 42 GPM. Review the lA�NM,* 4 specifications to find the right StarGuard drain model for your application. Flow Rate i Flow Rate Open .rea Part ; Dec ration-__ I Floor(GPM) I Watt(GPM? (sq.in.I Numbei-} — -- T y, • i - .ae�r1�1�-,.., D �.�rSa _,.c�S.�_+c3r. -kS.t< .3G�i:T �'ii.,c -. �..-�-- ...:- 500(00 8"StarGua-d Cover with Long Ring-Black (Single) r (Single) # t-a 1 500101 8.Startuara in,ue, ,,.: ., ., 500102 8"StarGuard Cover with Long Ring-Gray g ZC .T..., ' I ‘. Ilirint . . _ r t 500140 8"StarGuard Cover wth Long Kine White (2 Pack) tt .s� a$. �i {2 Pack) .�1cr.... 500141 8"StarGuard Cover with Long Ring-Black ,f-. .•.. :-� t.. -. 5ri0167_ 8"StarGuard Cover with Long Ring Dark Gray (2 Pack) ) '11111111111111111111111 i 500143 8"StarGuard Cover with Long Ring Gray - { _ low Rate Open Area dart -_ ctow..(GPM) _ Watt IGPNtI 1 Descri(�ttdr - _ - ' Number f i12. -A5, t nate) .----m,<_ 500104 8"StarGuard Lover W tii ]I 1 :y_ � { � (Single) / i .; -Pt ' Pkir p f• e. --Uoer, O pt . imi Ph :r 1, r.,,r, , _ . - ; � ,t>,r n,. ,,; '_,.- .fir,; ca-•,/,.-a;. _ - --------_. _ - ------ ----- ---- - _ _'_- -.. v _ - THE STRONG SILENT TYPE PERFORMANCE Ci IpUGS The SuperFlc pump meets all the criteria for a superior pool,spa :to_ VII 100 i I , i @ESTEFFICIEMGYSFZiNa' or water feature pump. It's super energy efficient,super qruet _ I i LJ _ 80 - T i and super easy to maintain. Plus,it's designed with innovative70 lininimemei.... i_ materiais that N!l�.stand up to the most demanding installations o k 2n-_ I , and conditions.Whether you're choosing your first pump or replactrg x1,15111 �, older techno ogy,the SuperFlo pump is definitely a super choice. t5 s 40 ism I rt ` i , • Sect-priming tor quicker,eas'er start-up. - -- - — - F 5 • 115-volt or 230-volt models available. 10-- __,- A B '. n �u e 70 IOU 110 t2u tau li • Pel ormance and pressure tested to ensure super or quality. u to zu Jo 46 U.S.flattens per Minute 5 10 15 2p 25 • U icLL fisted. ° 30 p1WcM•t•r•p•rHour • NSF certified. Hp Curve Key Part Number HP t:UfV!Key Put Nllinb•r 3dHt1�' �" -- 3be:" L-______,.7_,_- AVAILABLE _ r - 3480[4 A- ' _ AVAILABLE FROM: ' 8°15 1,4 __ .:....4:04- -J43 2 as-rca 2 PENTAIR 1620 HAWKINS AVE,SANFORD,NC 27330 800.831.7133 WWW.PENTAIRP00i_.COM nuo mvraw+4oatpro' cse -0,i ctcuat a r ,a,r �i,perft�'and Carr and Ramp are emarks ani du-tgestelnd demi ,f Penta r WM!!Po.i and Spa.inc.artlhr r resin _4r.,es_.......r.w - nonce.-email r,.an _, 4k , . ,;.. O..,-.- Us t vice camp t to change sde.:ficationswa-ou'ono-rd service..Parta+rnsrrrast-z•911 ; ,ri-,rc. ,r;itizers•water features• maintenance proaucls f.itarc•hpatr,rs•heat pumps•• automation •• tightin�o. 6/15 Part N P1-232 02015 Pentair Water Pool and Spa,Inc.All rights reserved. c 0 RIVIBR)NS LAMAR RESIDENCE 347 TENTH STREET ATLANTIC BEACH, FLORIDA 1.. O Lt. �= I r.. O 1 Z H -- fi__ .� fi - --- r2 ..c C1 I 1 �I 1 I I U a w�.twt•�w1. ■ t ON � 1 1 I " ; 1 I I ,7_, NKr � I 1 6 , t CXU 1 IV 1 I 1 1 i non % I .,C 1 1 z — p g 44'"0` �o p7-2" � � Wit M __-- 1 1 — I rR: N is I 0 .• ) i im I1Mt144.111411� MOIk y 4,, I 1 I \`_ i0114 I fi T4 4 T 1 i-- ''' (=JAW r , SPra.ar -� — `i R_IINNEINs ` I 4j L t „L....,,....n, m QNEL, SITE PLAN INDEX GF DRAWINGS: °= 1uI11A•..� • oil MI _ ou IMPERVIOUS SURFACE CALCULATIONS: Maal MOM :Ws » y Aso .Isa.WUIctaI ro•7cawlilc7p1 ewes .1r V. 7 007 711111,14 WO sr _ 42011 04 Amall MOM PAM - •bM• @UILDING CODE SUMMERY 2 ..+...+w - 211r. — . _ — ROL 4 rr yN t„,4 APPLICABLE GORES: NibtN...AF un1 r. 1.. •1.17Wa11 II .1• .4W.. 1lY1Cl.*MUM•rimy RAlDA IHGNRIC CCM 20141.11 � ' ' DR4WN BY-. CAC; 1101 �rerta.48.1.®vsvwv 01._rt 4pC Cao[ 40p610,134•see er. .[1E11WNOW u SCALE:1/8. 1' DESIGNER:CAC (904)626-4232 , 01-j-vi%'ic, TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY '' � City of Atlantic Beach PERMIT# 0 Community Development Department l 800 Seminole Road Atlantic Beach,FL 32233 '''':\ ;tly y r (P)904-247-5800 SITE INFORMATION �}� y ADDRESSL'il 1 U*I �" el') SUBDIVISION 0 3/d l Mi q^ . CU• L BLOCK ( 3 LOT d J RE# (7007Q 0 aCO ESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION � NAME ��� itkif661 144/yykr PHONE# L v ��1 �y3 3S- / ADDRESS 1 4-1 I ad/l 9—, CELL# CITY A r I l I (/ (/v 1 STATE 1.1....-- ZIP CODE ?'-� -- EMAIL EMAIL (m `oVhd/( -i101 ( 0 W - 61"° 2 OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application 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 the above-described property and/or adjacent properties including right-of-way. I H' ' :Y CERTIFY THAT A NFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent \Afyiktitiefl _I I"A-41 1 A IS r r P n DATE f)F PPL< R*01 . NT _R TYPE NAME SIGNATURE OF APPLICANT(2) ++ PRINT OR TYPE NAME DATE Signed and sworn before me on this 1� day of 314 k"..� ,0 Ot tc by State of F L Act lel.f L L In \--Cl,In County of au V 1 Identification verified: 1 S h R C L Ll1 \C-Vl oW✓\ Oath Sworn: ❑ Yes [Q,pdo 1 ..gil i•t( 1:n+ JENNIFER JOHNSTON Si'.,a, oto C!nature a, MY COMMISSION I GG 042984' i*s„,,:::,,4„..,71 EXPIRES:October 27,2020 �� •„E :�O • Bonded Thru Notary Public u�enei ,ommissjon expires M„,M 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 S si , \J lJ City of Atlantic Beach APPLICATION NUMBER i i t:), Building Department JUL ' 018 (To be assigned by the Building Department.) -2i,; 800 Seminole Road t . _ ��3 ( -r Atlantic Beach, Florida 32233-54451 r rP- OOL I K---"i0".. � Phone(904)247-5826 • Fax(904) 210-5845 ':"rJ;i1>.' E-mail: building-dept@coab.us Date routed: -7 / 13/18 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM 22 _-7 cc A ,„....,...Dent review required Yes No Property Address: J� / I vApplicant: SOuhQrn El �C_( O0 g &Zoning Tree Adminis rfator Project: (D00 C_ ublic Works Public Sa ety 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 First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING '�� Reviewed by: r Date: fy, TREE ADMIN. Second Review: ['Approved as revised. ['Denied. ['Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Comp. By: SRW Date: 12/18/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0304 Address: 347 10th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning,Subdivsion,and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter 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 lot in square feet R=25-yr/24-hr rainfall depth(9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd"C" Impervious 1,359 7,500 1.00 0.18 Pervious 6,141 7,500 0.20 0.16 Runoff Coefficient(C)= 0.34 Runoff Volume V= 0.34 x 7,500 x 9.3 / 12 V= 2,005 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,500 ft2 Runoff Coefficient Area Lot Area DescriptionSft2)) (ft2) "C" Wtd"C" Impervious 2,733 7,500 1.00 0.36 %ISA= 36.4% Pervious 4,767 7,500 0.20 0.13 Runoff Coefficient(C)= 0.49 Runoff Volume V= 0.49 x 7,500 x 9.3 I 12 V= 2,857 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 2,857 - 2,005 DV= 852 ft3 Retention MASTER WATER RETENTION 12/18/2017 owNr4. f y' Comp. By: SRW Date: 12/18/2017 Public Works Department City of Atlantic Beach Permit No: RES17-0304 Address: 347 10th Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft') ? 7.3 528 0 BOTTOM 66 X 8 ? 8.0 590 391 TOB 69 X 10 Area Storage (ft) (ft) (ft') ? 7.3 180 0 BOTTOM 60 X 3 ? 8.0 310 172 TOB 62 X 5 Elevation Area Storage (ft) (ft) (ft) 0 BOTTOM 0 TOB Inground storage=A"d`pf A=Area= 900.0 d=depth to ESHWT= 4.3 pf=pore factor= 0.3 Inground Storage= 1161.0 ft3 Required Treatment Volume= 852 ft3 Supplied Treatment Volume= 1,552 ft3 Retention MASTER WATER RETENTION 12/18/2017 � CITY OF ATLANTIC BEACH ?`� 800 Seminole Road lif; tv p Atlantic Beach,Florida 32233 a REVISION REQUEST /CORRECTIONS TO PLAN REVIEW COMMENTS Date 1' -- ) 0 Revision to Issued Permit Corrections to Comments Permit#Pool ie'- 0O3 Project Address 3 y tot C-e * Ask\..,441\c, \e.32.c_1,., � - 'S•off `1 Y \ Contractor/Contact Name ASS Al �\0\6 Phone �1 1o'{ - 6a6-- a "3.). Email cc,0SLA di ct.vt c4 Q�\S eAvi-0-\1 , Co vti Description of Proposed Revision /Corrections: Permit Fee Due $ OU OittANQ INUO/ Q, l CoAr S/.-TO ¶ eO 4- C(Atvi t),A/A ()col u ul e Additional Increase in Building Value $ Additional S.F. By s' in :eli ••, S a vJ ) affirm the Revision is inclusive of the proposed changes. wr '; (p inted name) , _:".. ignature of Contracto • :•• -ontractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: tui .'i. • .1.'1. :. Zoning Reviewed By Tree A.mi istrator Public Works Public Utilities p7- > Public Safety Date Fire Services c te k'1— ::), .: CITIOF ATL \TIC'BEACH "l 800 SEM NOLE ROAD�"yr ATLANTIC BEACH.FL 32233 (904)2475800� rirJtit ZONING REVIEW COMMENTS Jate: 7/16/2018 >ermit q:P00118-0031 Site Address:347 10TH ST teview Status:DENIED RER:1700790200 applicant:SOUTHERN ELEGANCE POOLS,LLC Property Owner:DAVID CHARLES LAMAR Email:SOUTHERN ELEGANCEPOOLS@GMAIL.COM Email: >hone:9046264232 Phone:4047359773 THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions sd)rmitted MUST respond to EACH department review.Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Mechanical Equipment:Section 24-83(c)prohibits mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property.Please show that this requirement is being met or revise plans accordingly. Brian Broedell Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs.For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings.The orisinal sheets must be clearly marked"VOID"but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFCraMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. i OFF-. Property Appraiser-Property Details I Page 1 of 2 CE LAMAR DAVID CHARLES i. Primary Site Address Official Record Book/Page Tile#, 345 10TH ST 347 1011-I ST 17995-01509 9416 ATLANTIC BEACH, FL 32233 Atlantic Beach FL 32233 LAMAR MAUREEN ELIZABETH 347 10TH ST Property Detail Value Summary RE# 170079-0200 ( 7 2017 Certified 2018 In Progress Tax District USD3 Value Method CAMA CAMA ____ Property Use 0000 Vacant Res< 20 Acres I Total Building Value $0.00 $0.00 #of Buildings 0 Extra Feature Value $4,243.00 $4,274.00 For full legal description see Land Value(Market) $340,000.00 $400,000.00 Legal Desc Land&Legal section below Land Value(Aaric.) $0.00 $0.00 Subdivision 03101 ATLANTIC BEACH Just(Market)Value $344,243.00 $404,274.00 Total Area 7434 Assessed Value $344,243.00 $404,274.00 The sale of this property may result in higher property taxes.For more information go Cap Diff/Portability Amt $0.00/$0.00 $0.00/$0.00 to Save Our Homes and our Property Tax Estimator.'In Progress'property values, Exemptions $0.00 See blow exemptions and other supporting information on this page are part of the working tax - roll and are subject to change.Certified values listed in the Value Summary are those Taxable Value $344,243.00 See below certified in October,but may indude any official changes made after certification Learn how the Property Appraiser's Office values property, Taxable Values and Exemptions-In Progress If there are no exemptions applicable to a taxing authority,the Taxable Value is the same as the Assessed Value listed above in the Value Summary box. County/Municipal Taxable Value SJRWMD/FIND Taxable Value School Taxable Value No applicable exemptions No applicable exemptions No applicable exemptions ,1' Sales History Book/Page Sale Date Sale Price Deed Instrument Tyne Code OualifiediUnaualilled Vacant/Improved 17995-01509 5/24/2017 $460,000.00 SW-Special Warranty Qualified Vacant 16568-01249 10/11/2013 $360,000.00 WD-Warranty Deed Qualified Vacant Extra Features LN Feature Code Feature Description Bldg. Length Width Total Units Value 1 GRBR2 Garage/Util Bdg Brck 0 26 24 624.00 $4,274.00 w Land&Legal Land Legal LN Code Use Description Zoning Front Depth Category Land ' land (Lund i LN Legal Description Units Time Value ! 1 5-69 16-2S-29E.172 1 0100 RES U)3-7 UNITS PER ARS-2 50.00 150.00 Common 1.00 Lot AC $400,000.00 2 ATLANTIC BEACH 3 LOT24BLK13 Buildings No data found for this section 2017 Notice of Proposed Property Taxes Notice(TRIM Notice' Taxing District Assessed Value Exemptions Taxable Value Last Year Proposed Rolled-back Gen Govt Beaches $344,243.00 $0.00 $344,243.00 $2,805.18 $2,805.99 $2,661.82 Public Schools:By State Law $344,243.00 $0.00 '$344,243.00 $1,567.23 $1,458.56 $1,486.61 By Local Board $344,243.00 $0.00 $344,243.00 $773.63 $773.86 $733.86 FL Inland Navigation Dist. $344,243.00 $0.00 $344,243.00 $11.01 $11.02 $10.33 Atlantic Beach $344,243.00 $0.00 I$344,243.00 $1,111.07 $1,111.39 $1,056.21 Water Mgmt Dist.SJRWMD $344,243.00 $0.00 $344,243.00 $99.29 $93.77 $93.77 Gen Gov Voted $344,243.00 $0.00 $344,243.00 $0.00 $0.00 $0.00 School Board Voted $344,243.00 $0.00 I$344,243.00 $0.00 $0.00 $0.00 I Urban Service Dist3 $344,243.00 ,$0.00 $344,243.00 $0.00 $0.00 $0.00 f . Totals $6,367.41 $6,254.59 $6,042.60 Just Value :Assessed Value Exemptions Taxable Value Last Year $344,143.00 $344,143.00 $0.00 $344,143.00 I Current Year $344,243.00 $344,243.00 $0.00 $344,243.00 http://apps.coj.net/pao propertySearch/Basic/Detail.aspx?RE=1700790200 7/11/2018 Property Appraiser- Property Details OFFICE COPY Page 2 of 2 21117 Record_Card(PRC) This PRC reflects property details and values at the time of the original mailing of the Notices of Proposed Property Taxes(TRIM Notices)in August. Property Record Card(PRC) The PRC accessed below reflects property details and values at the time of Tax Roll Certification in October of the year listed. 2017 2016 2015 2014 •To obtain a historic Property Record Card(PRC)from the Property Appraiser's Office,submit your request here: More Information ontact Us I Parcel Tax Record I GIS Mao I Mao this property on Goode Maps I City Fees Record http://apps.coj.net/pao propertySearchBasic/Detail.aspx?RE=1700790200 7/11/2018