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Permit Pool 2010 CITY OF ATLANTIC BEACH SS 800 SEMINOLE ROAD j ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001009 Date 8/30/10 Property Address . . . . . . 373 12TH ST Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 48000 ---------------------------------------------------------------------------- Application desc Inground Pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DODARO NICHOLAS CLIFT & CO POOLS & SPAS 373 12TH STREET 7000 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 855-0019 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . INGROUND POOL Permit Fee . . . . 290 . 00 Plan Check Fee 145 . 00 Issue Date . . . . Valuation . . . . 48000 Expiration Date . . 2/26/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Berm height to be 12" minimum with same total height maintained around perimeter. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 290 . 00 290 . 00 . 00 . 00 Plan Check Total 145 . 00 145 . 00 . 00 . 00 Grand Total 435 . 00 435 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ay City of Atlantic Beach , ,,~� .� APPLICATION NUMBER s 4 21 �� o be assigned b the Building Department.) Building Department (T g y g 800 Seminole Road Atlantic Beach, Florida 32233-54 ` Phone(904)247-5826 • Fax(904)-247-5845 .-- �-Da �'r E-mail: building-dept@coab.us Date routed City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7j ! Department review required Yes No Buildingtl�--d Applicant: &,I�— A01-S Planning &Zoning �/ / Tree Admi ' or Project: 14WO(na �/ ublic!Public ities Publicety Fire Services d 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: BUILDING PLANNING &ZONING Reviewed by: Date. PLAA)- TREE ADMIN. Second Review: %�.WVL_ pproved as revised. ❑Denied. PUBLIC WORKS Comments: 0_ AR,1f4 �' � � ��(y r'`��"'`'�`�`� �I PUBLIC UTILITIES T 1-YI��v t 1 NSG.►�.�.wh-. G;.V�/�^^^'f �QJY�I i hem `—• PUBLIC SAFETY Reviewed by: Date: �Oo (U FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 Creating a Less Stressful Lifestyle! o 2@2010 G AUG 4/ MVY ANY • • • :91[mi=MILIA , a Phone: (904) 855-0019 Fax: (904) 855-0698 Atlantic Beach Building Permit Nicholas Dodaro Residence 373 12" St. Atlantic Beach, F132233 August 16, 2010 Aplication Index Group R-3 Complies with 2007 Florida Building Code,2008 National Electric Code,2007 Fire Prevention Code and COAB Code of Ordinances 1) Permit Application 2) Detailed Plans of Pool and Deck to be Constructed 3) Survey of Property showing pool and deck location with all set backs marked 4) Detailed structure diagram, Detailed Anti entrapment plumbing diagram, Detailed underwater light diagram 5) Steel Diagram 6) Detailed footer diagram 7) Total Dynamic Head Pump Calculations 8) Construction Site Management Plan 9) Pervious/Impervious Calculations Designer: John Hull Phone#855-0019 Cell#237-2329 Clift and Company Pools and Spas Inc. 7000 Atlantic Blvd Jacksonville, F132211 MAP SHOWING BOUNDARY SURVEY OF: LOT 37, BLOCK 1, SELVA MARINA UNIT NO. 1, AS RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY,- FLORIDA LOT 7 89.05' V481-4T-E / FOUND 5/8•REBAR, ,� (\ ,tdN L8 87D2 FOUND 1/2•IRON PIPE \ NO IDENTIFICA7pN \ " ` \ LOT 6 sF\.-.• \ \ BEF3 \ ` \ LOT 36 'to mANCIEt� \\ \\ 1 STORY w3lbw \\ t^ \\ TL90ENCE pn� \ LOT 5 @* •T U(111ER \\ \ �`',Ny^� Y_ PI/Ilifll d •J \`\ Se.d' t50 \` \�Ve 0004 UIK FIDICE PIANIFR \\ ROO Hs7 t oz Z3 6 P1vE 010 LOT 38 Og'� FOUND 112'IRON PIPE F(0 IDE'NTIFiCA110N jet4 bs bnreq.,,wAtiA. 4 N4•(;nr,of+fi�tw(!w� d• 4 1, 9, gF 31 7ERRELL CO 0ITIL C410N,INC. P.O.BOX 491 S9 JACKSONVLLE BEACH,FL 32240-9159 TW FROPOW In IN FLOOD ZONE x By nam NAF (904)221-7588 BMW ATL 17.UM.CONMOMTY►MEL NM S2007E0001 D X •.Tee 'O'+s I e[MlNOS BA4O ON 1s?TsmnnlESTMY BOUNDARY UMOF BEING LOT 37 AS BN e1'm'OVw X N 30'a 35' RDW REIMMION UES BY PLAT •rwN� ALL LOIS SHOW HEREON tE RIOeN EaCK 1 EXCEPT AS HORS) —X—DENOTES 4'CHAIN LINK FENCE tNRSSS 0111EReEE NOMCER7iF1ED T0: —O—ORG1Lt V ROOD FENCE NICHOLAS DODARO n1OE WAY SE A0010NOL REFrFSM M THAT ME NOT SHOW"ON Ties MMVEY THAT NAY BE FOUND N TRE KRIM IEmNGs OF Oum Coulm.nAwk - 1 hereby certify that this Survey Tneste the minimum technical standards ae set forth by the Florida Board of La+d'Sorveyom purmant to D U 7AIMAPPING,E N Section 472.027 Florida Statutes and Chapter 81917 Florida Admhistrai Code SURVEYING INC. 8150 Loned, Sults 3 Jacksmda 32211 (904)724— x 724-9154 FOEIA TEaeTERm.elinveron N°'1 m LICENSED BUSINESS NO. 8898 H.BRACE •rJ . SIGNED NOVEEISER 21. r SCALE: 1' 3n' -HIS SURVEY NOT VALID UNLESS TMS PRINT IS EMBOSSED N17H 7HE SEAL OF 1HE ABOVE SIGNED. B-6-25 Comp. By: RLC Date: 5/11/2007 Public Works Department City of Atlantic Beach Permit No: 07-598 Address: 37312th 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=CARM 2 Where: V=Volume of Runoff C=Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth(9.34nches for Atlantic Beach) Predevelooment Runoff Volume: Lot Area(A) = 19,471 ftz Runoff Coefficient Area Lot Area Description (ft) (ftz) "C' Md INC" Impervious 4,819 19,471 1.00 0.25 Pervious 14,652 19,471 0.20 0.15 Runoff Coefficient(C)= 0.40 Runoff Volume V= 0.40 x 19,471 x 9.3 / 12 V= 6,006 fe Postdevelooment Runoff Volume: Lot Area(A) a 19,471 ftp Runoff Coefficient Area Lot Area Description (fe) (fe) "C-' Wtd"C" Impervious 6,583 19,471 1.00 0.34 Pervious 12,888 19,471 0.20 0.13 Runoff Coefficient(C)= 0.47 - Runoff Volume V= 0.47 x 19,471 x 9.3 / 12 V= 7,099 ft' Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 7,099 - 6,006 DV= 1,094 fts Retention 37312th onsite RetnntionAs 5/11/2007 !wa.f,yrCity of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) ` y�4j tis1 800 Seminole Road /�-.. / Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 ost �% E-mail: building-dept@coab.us Date routed: Cityweb-site: hftp://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 37'3 12 7 9 ent eview required Yes No / Buildin Applicant: / S lanning &Zoning Tree Administrator �! Project: / Public Works Public Utilities ✓ Public Safety Fire Services A 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: P Approved. ❑Denied. (Circle one.) Comments: BUILDING' PLANNING &ZONING Reviewed by: Date:O %7/C) TREE ADMIN. Second Review: []Approved as revised. ❑ enied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 3 t7 3 z ' Permit Number: D a Legal Description r'.v+ `7 $1 Dck-1 Parcel# oor Area ot Sq.Ft. Sq.Ft Valuation of Work$ roposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolitio poo indow/door Use of existing/proosed structure(s) (circle one): Commercial Resid �S If an existing structure,is a fire sprinkler system installed? (Circle one): es No N/ �O Florida Product Approval# For multiple products use product approva form AUG Describe in detail the type of work to be performed: T e.Y ��p1D I Property Owner Information: Name: IC b(G _41)jC(Cu''c7 Address: 373 1 ZZ= S4- City On-Fhi.. 6e.L_<� Statei2-Zip 32233 PhoneCPW) L4W1, -VGoo E-Mail or Fax#(Optional) Contractor Information: Company Name: (1 1 .1 G., Ph.`iIs of spe-S 6T Qualifying Agent: Er; t'' ill Address: 900D A44 ar,-h c ,61✓d City JACK-SONVI LLQ State IFLZip 327-11 Office Phone 604 Job Site/Contact Numbetcio Z3--)-2327 Fax# (ejoo) 853'-o to417 State Certification/Registration# CPQ- 0156 L 1,3 Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 1 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a period of six6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, urnaces,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 YOUR NOTICE OF COMMENCEMENT. 1 hereb certify that I have read and examined this.a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type p,71 k will be complied with whether eci ted"l Mr n�'t""'Thi'grttrrtirrg it does not presume to give authority to violate or cancel the provisions of any other federal,state, or loc l w re of construction. ,rte Signature of Owner ILE-TOPSYin e of Contractor I �Q Print Name 1.1 c�zs � ,,: me �. Sworn to and subscribe before worn o a me th"ub R 'MM+D FOR em" 20 ITY OFAT JOHN s.HULL HEATHER D. C I,'* TS :*� ISSION N DD 753777 a. EXPIRES:March 2012 QUIREI MIFF, IRES:Apr!1 ,2012 4' Nr i lieu Notary PW*t xhmitare ` Rf„M sanded ThN Notary P� Underwriters �� — _ DATE:2_Y7 Doc # 2010190821, OR EK 15338 Page 588, Number Pages: 1, Recorded 08/16/2010 at 12:20 PM, JIM FULLER CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 lc9- lc)oq NOTICE OF COMMENCEMENT State of Fl O ri d-CL Tax Folio No. County of---J.va l 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 ofthe Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. Legal description of property being improved: L.o+ Lail oc1-I IA4 Address of property being improved: T.` 1-. T-e 32Z 33 General description ofimprovements: n Ln Owner: Address_ -422-A31:7 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: 'Address: Contractor: c Address-.. 0,17 Ad1<Si�ftc, lfd Phone No: 44u.P 5T-ooi 5' Fax No Qo4) C r-O(a9tl "\ Surety(if any): Address: Amount ofBond S Phone 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 served: Name: Address: Phone 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)(6),Florida Statues. (Fill in at Owner's option). Name: Address: Phone 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): THIS SPACE FOR RECORDER'S USE ONLY OWNER Signed: ate: •(�'(� Before a this day of m the County of D, a State of Florida, naU eared Notary u lic at Large,State ofFlori C my of Duval. My commission expires: Personally Known: or Produced Identification: EXPIRES;birch 11,2012 1*1W 6V4WT U"WyhftW WA" @�O 16 Creating a Less Stressful Lifes yle! cllmFp o TANY Phone: (904) 855-0019 Fax: (904) 855-0698 Atlantic Beach Building Permit Nicholas Dodaro Residence 373 12t" St. �/ Atlantic Beach, F132233 A(/� August 16, 2010 ey 162010 Aplication Index Group R-3 Complies with 2007 Florida Building Code,2008 National Electric Code,2007 Fire Prevention Code and COAB Code of Ordinances 1) Permit Application 2) Detailed Plans of Pool and Deck to be Constructed 3) Survey of Property showing pool and deck location with all set backs marked 4) Detailed structure diagram, Detailed Anti entrapment plumbing diagram, Detailed underwater light diagram 5) Steel Diagram 6) Detailed footer diagram 7) Total Dynamic Head Pump Calculations 8) Construction Site Management Plan 9) Pervious/Impervious Calculations Designer: John Hull Phone#855-0019 Cell#237-2329 Clift and Company Pools and Spas Inc. 7000 Atlantic Blvd Jacksonville, Fl 32211 Creating a Less Stressful Lifes�lel MFANY was 201 Phone: (904) 855-0019 Fax: (904) 855-0698 Atlantic Beach Building Permit Nicholas Dodaro Residence 37312 th St Atlantic Beach, F132233 August 16, 2010 Construction Site Manay-ement Plan 1) Decking: See site survey. 2) Grading and Drainage: See site survey. 3) Parking will be in homeowners circle driveway. No parking will be on the street. 4) There will be no dumpster or portable toilet. 5) Any ground water pumped out of the pool area will be pumped to a vegetated area on the property, not into storm sewer or road. Creating a Less .Stressful Lifes�le! M NY UL.=- UMILINA Phone: (904) 855-0019 Fax: (904) 855-0698 Atlantic Beach Building Permit Nicholas Dodaro Residence 373 12" St Atlantic Beach, F132233 August 16, 2010 Impervious Lot Coverage Calculations Total Lot: 19,735 Sq Ft House: 3,355 Sq Ft Driveway and side walks: 3,641 Sq Ft Pool Deck: 875 Sq Ft Total Impervious Area: 7,871 Sq Ft 7,871/19,735 = 39.88% AUTOPILOT.SYSTEMS -^--- SALT CHLORINE GENERATORS Thermolink Pressure Drop For all 110, 120, 135, 155, 121, 156 units 6.00 13.80 5.00 -- - - --- -- - ---- - -- -- - LI) -- 11.50 R a 4.00 - -- --- -- - ---- - - - -- 9.20 0 a +- 0 3.00 --- - ------ -- ----- - -- --- - - 6.90 Q- L O 2.00 -— - - --- - -- ---- -- - -- --- -- 4.60 a n (D 1.00 ------ ---- -- -- - - - - ----- -- ---- --- 2.30 a 0.00 0.00 0 10 20 30 40 50 60 70 80 GPM The pressure drop across all thermolink heat exchangers is listed above. Any models not listed specifically above but using a thermolink heat exchanger may be assumed to use this same curve. B. Pump Curves 140 W 140 WhisperFlo w WhisperFlo Q 120 Full-Rated Q 120 Full-Rated 3 I Characteristic Curve 3 Characteristic Curve LL 60 Cycle-1 Phase p 100 U. 60 Cycle-1 Phase 1, 100 3450 RPM ! 3450 RPM W W W LL LL Zoo. z eo 3450 RPM o WFE-12 = s0 3 hP Z WFE-8 az 7T5o RPM WFDS-6 WFE-6 y p YVFE2 WFE-4. 1.Shp D 20 W'DS-6 _ P WFE-3 1hP WFDS-8 a0 5hp—.75hP WFDS-e 3/16hp 1/ l- 019 f- 0 0 20 40 s0 90 100 120 140 160 0 20 40 60 s0 100 120 140 160 FLOW RATE IN GPM FLOW RATE.IN GPM Single Speed Models Dual Speed Models SAVE THESE INSTRUCTIONS. n..,. 17 1/nn 0/AI r%71 infl 2. The pressure gauge should indicate pressure when the system is operating. 3. The pressure gauge should be readable and not damaged in any way. 4. Replace the pressure gauge if it is not meeting the requirements of items D.1 through D.2 of this section, above. SECTION IV. TECHNICAL DATA A. Filter Pressure Loss Chart. B. Flow Rate Table. Residential Commercial Filter Pressure Loss Maximum Cartridge Maximum Cartridge ° Flow Rates Flow Rates Product# sq.ft. GPM GPH 6 hour 8 hour GPM GPH 6 hour 8 hour 9.° g .5 -- ----••-- •-- -- --•-------•--- ----------•---- - -- 160314 50 50 3,000 18,000 24,000 19 1,140 6,840 9,120 0 5.0 --- 160315 75 75 4,500 27,000 36,000 28 1,680 10,080 13,440 :.° - --•- --- - --- -- ------ ••••- ••--• --•- -- -•-- --- 160316 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 1.5 160317 150 150 9,000 54,000 72,000 56 3,360 20,160 26,880 0.5 --- ---- -- -- - --- -- ----• — --------- -•--- 160318 1 200 1 150 9,000 54,000 72,000 1 75 1 4,500 1 27,000 1 36,000 °.° ° U '° '° `° '° Role(GPM) (1) Recommended l '° `° '° lo° II° Ia° 13° 140 Flow flow rate for residential is.5 per q ft 5 GPM ps . . (2) Commercial flow rate is a maximum of.375 GPM per sq.ft.of filter area. NOTE: Actual system flow will depend on plumbing size and other system components. 2 1 C. Replacement Parts. Item Part Number Description 3 4 1 98209800 High Flow manual air relief valve 2 53003201 Pressure Gauge 3 178553 Lid,50,100 sq.ft.filter 4 178561 Lid,75,150,200 sq.ft.filter 5 59052901 Locking Ring 6 87300400 Body 0-ring 5 7 59016200 Air Bleed Sock Kit 8 59053500 Center Core,50 sq.ft.filter —© 9 59053600 Center Core,75 sq,ft.filter O 10 59053700 Center Core, 100 sq.ft.filter 11 59053800 Center Core, 150,200 sq.ft.filter 12 59054000 Cartridge Element,50 sq.ft.filter 8, 9, 10, 11 13 59054100 Cartridge Element,75 sq.ft.filter 14 59054200 Cartridge Element, 100 sq.ft.filter ;: : : 15 59054300 Cartridge Element, 150 sq.ft.filter 12, 13, 14, 15, 16 16 59054400 Cartridge Element,200 sq.ft,filter 17 178562 Bottom,50 sq.ft.filter 18 178554 Bottom,75 sq.ft.filter 17, 18, 19, 20 19 178563 Bottom, 100 sq.ft.filter 20 178560 Bottom, 150,200 sq,ft.filter 21, 22 21 86202000 Drain Cap Assy. 22 51005000 Drain Cap Gasket 25 23 39104500 Union Nut"C"Clip 26 24 98212200 Union Nut 25 39102800 Union 0-ring 26 79304600 Body,Swivel 24 23 Rev. B 4-30-01 7 P/N 178556 I 4 � i . i I . i. 12 ALUMINUM STRUCTURE I FOOTING 2500 PSI CONCRETE W/ (3) /#30 OR (2) #50 BARS CONJINUOUS BARS MIN. 2-112." OFF GROUND RIBBON FOOTING SCALE: 3/4" _ V-0" s j 1 i 2 ft. Contrasting Bullnose Tile Or Accent Tile On Step Tread _ o� c :': :i:: :<:<: i :. 6"x 6"Tile Note: All Piping To Be 2" Diameter (I Schedule 40 PVC. All Windowsi Below 48" From Floor And Doors o 1 ft. Shall Be Protected By UL 2017 Pool Door Alert Alarm To Meet FloridaJ"� 1 ft' Contrasting Bullnose Tile o Or Accent Tile On Seat Building Code 8 4/o1. 17. 1. -9 - 1 ft. 0 ft. Typical Swimout Typical Step Section Section 3 ft.Minimum ftPaver DecK .10 1ft.6in. �_ &rpf¢ 'P� mc�� peon 0 4"Deck 2-4%Slope AJME/ii9NS/ R//2.. 69•B -ZDa7 —Away From Pool.To Be Waterline To Be 2500 PSI Concrete. 3"Below Top Of Beam i #8 Solid Copper Wire \ Piping Typical ly(^y �/�/&4t. Grounded To Pump. " Tee $r zed -for 7 Cleaner Line @12" All Electrical To Meet 6 fps Below Top Of Beam NEC 680.2 o � � �pc Sii<���PS MAX /I,T 'Suction Piping To Pool Pump. o Return Lines @ 15" � Below Top Of Beam / 5500 PSI Shotcrete Top Of Light Niche To Be 21"Below Top #3 Reinforcing Bar Of Pool Beam @ 12"Each Way Typical Main Drain Section 6"Radius Minimum-.__� Typical Wall Section SCALE: '/z" = V Drawing By L.D. Libhart v 4 w StarGuard "' Main Drains New StarGuard r)-)airy drains coni pty with pr'ovisions The new Pentair Water Pool and Spa,Inc., of the ANSPASME A 112.19,8-2007 standard arid the StarGuard main drains have an industry leading 15.35 square Virginia Graeme Baker Pool and Spa Safety Act inches of open area,for water flow. If you are in an area High quality StarGuard main drains are available in white, where water velocity through the grate is limited to 1.5 feel/ black,gray,and dark gray as well as a variety of configurations second,the StarGuard covers allow flow rates up to 72 GPM. to fit any residential inground pool or spa installation. Review Other leading competitors have open areas under 9 square the specifications to find the right StarGuard model for inches that would limit flow to under 42 GPM. your application. Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 500108 8"StaiGnaid Cover willi 88 79 15 35 500100 8"StarGuard Cover with Long Ring-Black (Single) 500101 8"StarGuard Cover with Long Ring-Dark Gray (Single) 500102 8"StarGuard Cover with Long Ring-Gray (Single) r3500140 8"StarGuard Cover with Long Ring-White (2 Pack) 500141 8"StarGuard Cover with Long Ring-Black (2 Pack) e ` 500142 8"StarGuard Cover with Long Ring-Dark Gray (2 Pack) _ 500143 8"StarGuard Cover with Long Ring-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in,) 500103 8"StarGua , Covet, Short Ring-White (Single� 500104 8"StarGuard Cover with Short Ring-Black (Single) 500105 8"StarGuard Cover with Short Ring-Dark Gray (Single) 500100 3"StarGuard Cover with Short Ring-Gray (Single) 686 �� ?°� ++n.»rrr►rwf+r"` t 500144 3"StarGuard Cover with Short Ring-White (2 Pack) , �` t o 500145 :.'`e�, 3"StarGuard Cover with Short Ring-Black (21, g Pack) ��w o r�• , 500140 3"StarGuard Cover with Short Ring-Dark Gray (2 Pack► - 500147 8"StarGuard Cover with Short Ring-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 500110 i106 81 15.35 Parts ABS Sump with Ring and Cover-White (2 Pack) 500111 8"StarGuard Drain with 2"Side and 1.5"Bottom Ports ABS Sump with Ring and Cover-Black (2 Pack) 41,LI 500113 8"StarGuard Drain with 2"Side and 1.5"Bottom Ports ABS Sump with Ring and Cover-Dark Gray (2 Pack) 500114 8"StarGuard Drain with 2"Side and 1.5"Bottom . ; I — Ports ABS Sump with Ring and Cover-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 5001115 H"Star Goind Drain with 2"Side Porl 106 91 15.35 ABS Surop with Ring and Cover White (2 Pack) 500116 8"StarGuard Drain with 2"Side Port ,-� ABS Sump with Ring and Cover-Black (2 Pack) 500117 8"StarGuard Drain with 2"Side Port ck) A ABS Sump with Ring and Cover-Dark Gray (2 Pa 500118 8"StarGuard Drain with 2"Side Port ABS Sump with Ring and Cover-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 500120 i Ports ABS Sump and Cover-White (2 Pack) 500121 8"StarGuard Drain with Dual 2"Bottom Ports a>.: ABS Sump and Cover-Black (2 Pack) 500122 8"StarGuard Drain with Dual 2"Bottom Ports "'°++r+n++ ABS Sump and Cover-Dark Gray (2 Pack) 500123 8"StarGuard Drain with Dual 2"Bottom Ports ABS Sump and Cover-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 500130 8"StarGuard Drain with 2"Side and 107 93 15 35 1.5"Bottom Vinyl Liner ABS Sump-White it r- J , J . Warnings & Instructions • Only the supplied stainless-steel screws should be used with the drain cover. Substitute screws such as masonry screws,sheet rock screws or other types of Installers,pool operators,and pool owners must read screws should never be used.Screws put into the frame these warnings and all instructions before using anywhere except in the original screw holes may not hold StarGuard Main Drain! and could cause an entrapment hazard,including possible limb and body entrapment or evisceration/ • Serious bodily injury or death can result if this product disembowelment.If the screw holes of the frame are is not installed and used correctly. stripped or the brass inserts are missing,replace the frame.Do not drill new screw holes in the frame as this will damage and weaken the frame. • This cover must only be installed and used with the supplied Pentair frame or with an existing Pentair or American Products frame that is in good condition To Reduce the Risk of Entrapment Hazards: A minimum and has intact brass inserts.This cover is not of two (2) working suction outlets per pump should be compatible with any other frame.If the pool or spa has an installed.Dual suction fittings must be placed in such existing frame (other than one in good condition with locations and distances to avoid blockage of both outlets at intact brass inserts manufactured by Pentair or American the same time.Suction outlets in the same plane(i.e.floor Products),the existing frame must first be removed and or wall),must be installed a minimum of three (3) feet the new supplied frame installed. Do not install this cover (91.44 cm) apart.If suction outlets are located closer than on any other style of frame or another manufacturer's three (3)feet apart,they shall be located on two different frame.Failure to follow this warning may result in a planes (i.e.one on the bottom and one on the vertical wall) suction entrapment hazard and can cause limb and body in order to prevent dual blockage by a user.Such suction entrapment or evisceration/disembowelment. outlets must not be located on seating areas including seat backrests. • For use with multiple suction outlets or a single outlet. If only a single suction outlet or main drain Safety Tips exists,a safety vacuum release system (SVRS) such as the Pentair IntelliFlo®VSISVRS Pump,a gravity drainage system, an automatic shut-off system or a suction-limiting vent Suction Safety system must be used. Protecting swimmers from suction hazards begins with the educated pool professionals,those entrusted to provide a • Suction entrapment hazard: Pool and spa pumps safe and enjoyable aquatic environment.Here are a few produce high levels of suction,which can pose extreme issues that must be addressed. danger if a person comes in close proximity to an open • Swimmers must be protected from pump suction pool or spa drain or if a drain cover is loose,cracked, hazards at all times. broken,or missing. Pool and spa pumps move large • Drain covers,pumps,vacuum port fittings,skimmers,and volumes of water,which can pose extreme danger- if a safety devices must meet minimum safety standards and person's hair comes in close proximity to a drain that be certified by a nationally recognized testing laboratory. is not the proper size for the pump or pumps. These products must be installed properly and in accordance with the manufacturer's instructions and all Important Notice: Regularly inspect all drain covers for codes,standards and laws. cracks,damage and advanced weathering.If a drain cover • These products must be regularly inspected for becomes loose,cracked,damaged,broken,or is missing, missing screws,loose connections,cracks,damage, close the pool or spa immediately,post a notice,and keep advanced weathering,and years of service.Remember, the pool or spa closed until an appropriateVG6 2008 they do not last forever and they must be maintained. certified drain cover is properly installed.Drain covers o Do not install products that are not approved or do not deteriorate over time due to exposure to sunlight and pool meet the performance requirements of the specific chemicals.This drain cover must be replaced within seven suction system. (7) years from installation (or earlier if the cover becomes damaged in any way). Safety �� ��� Single-and two-drain systems that fail to meet the above t. requirements must be modified by adding: 1) Safety Vacuum Release System (SVRS),2) Suction-LimitingVentSystem, Selecting Proper Drain Covers 3) Gravity Drainage System,4)Automatic Pump Shut-Off Each pump will operate at a different flow rate depending on System,5) Drain Disablement,or 6) Other Systems determined by Consumer Product Safety Commission to be the system and assigned jobs,i.e.filtering,heating,cleaning, equally effective. Another option is to split the single drain spa jets,waterfalls,etc.Once this is understood,the proper into a dual-drain system with at least 3 feet of separation suction system can be designed and installed.Here are some using properly sized branch piping. of the design issues that must be considered. • Maximum system flow. Codes and Standards • Drain covers must be rated to handle the maximum system flow. All public pools,spas and wading pools must comply with theVirginia Graeme Baker Act.ln addition,many state and • Dual-drain and multiple-drain system branch piping must local governments may have more stringent requirements, be sized to keep water velocity below 6 feet per second codes and standards which apply to residential and public when operating at maximum system flow.Branch piping pools,spas and wading pools.These may include the ANSI/ is the suction pipe between drains,not the pipe leading APSP 7 Suction Entrapment Avoidance Standard,the back to the pump. International Code Council's building codes (which adopt • The frame and sump under the drain cover or a field the International Building Code and International built sump must be included or listed in the cover Residential Code) and other codes and standards.Be sure manufacturer's instructions. to consult your state and local building and health codes • Drain covers must be attached using the original and standards for more information. manufacturer's hardware,including mounting frames, sumps,and fittings. • Do not mix and match covers,frames,and sumps. For more information about: Only install covers on frames,sumps,or field-built Pentair safety and compliance products, sump designs that have been certified by a nationally visit: www.pentairpool.com. recognized testing laboratory as being compatible with . Virginia Graeme Baker Pool and Spa Safety Act, that specific drain cover. visit: www.Cpsc.gov. • ICC codes,visit: www.iccsafe.org, The Virginia Graeme Baker Pool & Spa • ANSI/APSP-7 Suction Entrapment Avoidance Safety Act of 2007—Summary Standard,visit: www.apap.org. This new federal law was enacted to help prevent suction entrapment injuries and became effective December 19,2008. The requirements for public swimming pools,spas,and wading pools are summarized below and must be met before these facilities can be operated. • Drain Cover Requirements—New drain covers, fasteners,frames and sumps certified toASME/ANSI A 112.19.8-2007 must be installed. Backup System Requirements Suction piping for each pump must be inspected and will be considered in � ���� ����� compliance with the federal law if: 1) no submerged drains connect to the pump,or 2) multiple drains or Pool mid Spa suction outlets are at least three (3) feet apart,or 3) there is a single"unblockable" drain. An unblockable 800.831.71133 drain includes a surnp under the cover that is larder than 18 inches by 23 inches,or a channel type drain with a www.pentair'pool,com diagonal open area of at least 29 inches, www.staritepool.coni 3/09 Part#P1-092 ©2009 Copyright Pentair Water Pool and Spa,Inc.All rights reserved. MAR SHOWING BOUNDARY SURVEY OF, LOT 37, BLOCK 1 , SELVA MARINA UNIT NO. 1 , AS RECORDED IN PLAT GOOK 2.3 PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LOT 7 / g�'42'30" E 69.05' ( ° ts' poo v>:t+ce FOUND 112' IRON PIPE FOUND 5/8" REBAR ACM LB 6702 NO IDENTIFICATION LOT 6 i •QWi� l�• SiEP5 E0 \ r \ - .n \ LOT 36 thDRAW STORM —1 \ GRATE \ LOT 5 �a /y m. \ \Q lb s� \ 'ry ,SON �O •5 " ° \\ \\ OJ�O��� 4j� \!\'� � 7°• °9�<• r ��� ,,�•'§ � en1 e• \\ RADIOS'eAasr PR GjJ�. 6 F13 OUND 5jp2 01 B f] t o Op. Jp.. PIPE Additional .. - T�,� ��oti\ ,fig_ bYs°^�-, o ,ryl•a S ��O/k 1�2 IRON IQ GA � � .,• 9° 9�9 -ryy 1,/.� � c ,\7'cfl FOUIDENTIFI GDYrAA,, .. e�__.,t9e%" �''Nom' ''°``",, O�•,�' NO ANCHOR N�yj tg DOORS AND WINDOWS TO FOUND 1/2" IRON PIPE o� �oo� ti3Of OSa NO IDENTIFICATION POOL__AREA TO BE ALARMED TO / y /� o' Ss° es a CODE. Area around Pool will be 9`� Screened to Code. ,°k 6 PSG All barrier codes will be met. pc r�ar£s THIS PROPERTY LIES IN FLOOD ZONE "X" BY FLOOD MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D BEARINGS BASED ON THE SOUTHWESTERLY BOUNDARY LINE OF LOT 37 AS BEING N 61' 50' 04" W ELEVATIONS SHOWN THUS (100.00) ARE ON ASSUMED DATUM 30' k 35' BUILDING RESTRICTION LINES BY PLAT ARE AS SHOWN ALL LOTS SHOWN HEREON LIE WITHIN BLOCK 1 EXCEPT AS NOTED —M—DENOTES 4' METAL FENCE EXCEPT AS NOTED —X—DENOTES 4' CHAIN LINK FENCE EXCEPT AS NOTED CERTIFIED TO: —//—DENOTES 6' WOOD FENCE EXCEPT AS NOTED THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON NICHOLAS DODARD THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I hereby certify that this survey meets the minimum technical standards as set forth by the Florida Board of Land' Surveyar% p,irsuant to n I I r,, r_1 r z SPrtinn a79 n13 7 171—:a.. MAP SHOWING BOUNDARY SURVEY OF: LOT 37, BLOCK 1 , SELVA MARINA UNIT NO. 1 , AS RECORDED IN PLAT BOOK 23, PAGE 4 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA LOT 7 ^ � h i i iy 31°42'30" E 69.05'( H 7./, CC FENCE FOUND 5/8° REBAR 1/2" IRON PIPE \ACM LB 6702 NO IDENTIFICATION LOT 6 �% \\ \ �✓ �,� y ro. \ R \\ LOT 36 \ GRArE LOT 5 �O 10 0�0 �`\ ;ry '�' ^y ��"? ''��+ •���� \\ �gat. \\\ .. nw1Us,9�51 R 0 6 dqi a e� f40 9s• M1\ a (37 IRAN ?"'E Additional 99 FOUNOE�_0FIGA110 / ,CUY ANCHOR FOUND 1/2" IRON PIPE 00 Q DOORS AND WINDOWS TO NO IDENTIFICATION 4z- POOL POOL AREA TO BE ALARMED TO CODE. ._ - --- �,, i tlantic Beach Area around Pool will be "� n��Ir1i Zoning Department Screened_ to Code. y°h I verMles compliance with applicable zoni subdivision and other local land All barrier codes will be met. development regulations, but does not constitute approval for the issuance of permits. Compliance with Florida Building Code and all other applicable local, State and Fedeml,permitting requirements must be verified by signature of the City of Atlantic Beach Building tial prior to the issuance of a MTESS Building Permit. THIS PROPERTY LIES'IN FLOOD ZONE "X•' BY FLOOD MAP REVISED APRIL 17, 1989, COMMUNITY PANEL NO. 120075 0001 D u e opment BEARINGS BASED ON THE SOUTHWESTERLY BOUNDARY LINE OF I�te• LOT 37 AS BEING N 61' 50'0' 04" W ELEVATIONS SHOWN THUS (100.00) ARE ON ASSUMED DATUM 30' & 35' BUILDING RESTRICTION LINES BY PLAT ARE AS SHOWN tA.i4 ALL LOTS SHOWN HEREON LIE WITHIN BLOCK i EXCEPT AS NOTED —M—DENOTES 4' METAL FENCE EXCEPT AS NOTED —X—DENOTES h' CHAIN LINK FENCE EXCEPT AS NOTED CERTIFIED TO: —//—DENOTES 6' WOOD FENCE EXCEPT AS NOTED THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT SHOWN ON NICHOLAS DODARD THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. I hereby certify that this survey meets the minimum(} technical standards as set fdrth by r c,�u� the Florida Board of Lunn v,.�... ..,­,..._. +,. i+,ay;yCity of Atlantic Beach APPLICATION NUMBER Building Department (Tobe assigned by the Building Department.) 800 Seminole Road fQ �r Atlantic Beach, Florida 32233-5445 / " " Phone(904)247-5826 • Fax(904)247-5845/ 6 �� ;� yr E-mail: building-dept@coab.us Date routed: City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM X Pro a Address: 73 1� , Department review required Yes No p rtY Building Applicant: !-- --Fra_nn e dministrator v Project: lea Public Works Public Utilities Public Safety Fire Services �'" r�.� n!t �u +a4 ,rw.wx a+�a.s�e'a ax'.,z.. 114a., 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: pproved. ❑Denied. 45D Yu� (Circle one.) Comments: BUILDING_ LAI4M I�G &ZONIN ' Reviewed by: du� Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 City of Atlantic Beach + „n APPLICATION NUMBER Building Department / u "10 (To be assigned by the Building Department.) 800 Seminole Road /0 Owl Atlantic Beach, Florida 32233-5445 V Phone(904)247-5826 • Fax(904)247-5845 /(0/A) st }r E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3-13 ��Sr'. Department review required Ye No p Y Building Applicant: C.-'VC�� �" `''" / S Planning &Zoning / Tree Administrator Project: Pu Public 6fliIities u is Safety Fire Services 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: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P Comments: PU C S FETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 `,o CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001009 Date 9/08/10 Property Address . . . . . . 373 12TH ST Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 48000 ---------------------------------------------------------------------------- Application desc Inground Pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ DODARO NICHOLAS CLIFT & CO POOLS & SPAS 373 12TH STREET 7000 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 855-0019 ---------------------------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . SIKES ELECTRICAL CONTRACTOR Permit Fee . . . . 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 3/07/11 ---------------------------------------------------------------------------- Special Notes and Comments *2007 FLORIDA BUILDING CODE W/2009 REVISIONS NATIONALELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) Berm height to be 12" minimum with same total height maintained around perimeter. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Grand Total 95 . 00 95 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERIVIIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach,FL 32233 Ph(904)247-5826 F (904) 247.-5845 6A JOB ADDRESS: 1373 J -hre e 7 /l�j. H4,y I/C PERMIT#/'Q o© NEW SERVICE ❑Overhead ❑ Underground ❑ Underground up Pole ❑Residential (Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Meters ❑Commercial(Main) Service 00-100 amps 0101-150amps 0151-200amps ❑ amps OCT Service amps Conductor Type Size ❑Multi-Family(Main) Service 00-100 amps ❑101-150amps ❑151-200amps ❑ amps #of Unit Meters ❑Temporary Pole ❑ amps SERVICE UPGRADE .❑ amps ❑ CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) ❑100 amps ❑150amps 0200amps ❑ amps OCT Service amps ADDITIONS,REMODELS,REPAIRS,BUILD-OUTS,ACCESSORY STRUCTURES,ETC. Outlets/Switches: 0-30amps 31-100amps 101-200amps Appliances: 0-30amps 31-100amps 101-200amps A/C Circuits: 0-60amps 61-100amps Heat Circuits: # circuits @ kw Number of Lighting Outlets, Including Fixtures: OTHER ELECTRICAL PROJECTS 'Swimming Pool ❑ Sign ❑Smoke Detectors Qty ❑Transformers KVA ❑Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans & Fire Alarm Checklist) Qty volts/amps VALUE OF WORK$ REPAIRS/MISCELLANEOUS ❑Replace Burnt/Damaged Meter Can ❑Safety Inspection ❑Panel Change OOH to UG ❑Other: l'u //,- e N if Com, �00 Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the performance of construction. Property Owners NameE3 -d Phone Number non Electrical Company sI A -PS C ��C �� C- Cc-) Office Phone�,3 7��� /Fax Co.Address: �A��0t-) +U e City Ay S State�ZipJ ap 8'C License Holder (Print): G(/M 7-0,4/7 si&'61 State Certification/Registration#4C QM0.7 0� Notarized Signature of License Holder Swom,and subscribed bef re YA da of 2W Signature of Notar Nic f { Antroducing. 4, StarGuard Main Drains .` e �►. , TM � . New StarGrrard" rnnain drains comply with provisions The new Pentair Water Pool and Spa,Inc., of the ANSI/ASME A 1 12.19,8-2007 standard and the StarGuard main drains have an industry leading 15.35 square Virginia Graenne Baker Pool and Spa Safety Art inches of open area.for water flow. If you are in an area High quality StarGuard main drains are available in white, where water velocity through the grate is limited to 15 feet/ black,gray,and dark gray as well as a variety of configurations second,the StarGuard covers allow flow rates up to 72 GPM, to fit any residential inground pool or spa installation.Review Other leading competitors have open areas under 9 square the specifications to find the right StarGuard model for inches that would limit flow to under 42 GPM, your application. Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) Long Ring While (S i nq I e) 500100 8"StarGuard Cover with Long Ring-Black (Single) 07.0 500101 8"StarGuard Cover with Long Ring-Dark Gray (Single) 500102 8"StarGuard Cover with Long Ring-Gray (Single) "N M1�o► �Mi 500140 8"StarGuard Cover with Long Ring-White (2 Pack) i f ` 500141 8"StarGuard Cover with Long Ring-Black (2 Pack) 500142 8"StarGuard Cover with Long Ring-Dark Gray (2 Pack) 500143 8"StarGuard Cover with Long Ring-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 500103 8"StarGua , Cover with , 15 35 Short Ring-White (Single) 500104 8"StarGuard Cover with Short Ring-Black (Single) 500105 8"StarGuard Cover with Short Ring-Dark Gray (Single) 500106 8"StarGuard Cover with Short Ring-Gray (Single) IE3 500144 8"StarGuard Cover with Short Ring-White (Z Pack) t- r ° 500145 8"StarGuard Cover with Short Ring-Black (2 Pack) ems✓ o vo,�°q 500146 8"StarGuard Cover with Short Ring-Dark Gray (2 Pack) 500147 8"StarGuard Cover with Short Ring-Gray (2 Pack) nr �-- Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 500110 , rrain with 2"Side and 1,5!'Bottofn 106 Ports ABS Sump with + and Cover-White 500111 8"StarGuard Drain with 2"Side and 1.5"Bottom - Ports ABS Sump with Ring and Cover Black 12 Pack) 500113 8"StarGuard Drain with 2"Side and 1.5"Bottom ! Ports ABS Sump with Ring and Cover-Dark Gray (2 Pack) 500114 8"StarGuard Drain with 2"Side and 1.5"Bottom — Ports ABS Sump with Ring and Cover-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 1106 81 15.35 ABS Sump with Ring and Cover White (2 Pack) 500116 8"StarGuard Drain with 2"Side Port ABS Sump with Ring and Cover-Black (2 Pack) 500117 8"StarGuard Drain with 2"Side Port ABS Sump with Ring and Cover-Dark Gray (2 Pack) 500118 8"StarGuard Drain with 2"Side Port — ABS Sump with Ring and Cover-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 500120 Drain with rual 2"Bottom Ports ABS Sump , Cover-White Pack) 500121 8"StarGuard Drain with Dual 2"Bottom Ports ABS Sump and Cover-Black (2 Pack) 500122 8"StarGuard Drain with Dual 2"Bottom Ports ABS Sump and Cover-Dark Gray (2 Pack) — --- e r 500123 8"StarGuard Drain with Dual 2"Bottom Ports ABS Sump and Cover-Gray (2 Pack) Part Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq,in.) 500130 , Drain Warnings & Instructions Only the supplied stainless-steel screws should be used with the drain cover. Substitute screws such as Installers,pool operators,and pool owners must read masonry screws,sheet rock screws or other types of these warnings and all instructions before using screws should never be used.Screws put into the frame anywhere except in the original screw holes may not hold StarGuard Main Drain! and could cause an entrapment hazard,including possible limb and body entrapment or evisceration/ • Serious bodily injury or death can result if this product disembowelment.If the screw holes of the frame are is not installed and used correctly. stripped or the brass inserts are missing,replace the frame.Do not drill new screw holes in the frame as this will damage and weaken the frame. • This cover must only be installed and used with the supplied Pentair frame or with an existing Pentair or American Products frame that is in good condition To Reduce the Risk of Entrapment Hazards: A minimum and has intact brass inserts.This cover is not of two (2) working suction outlets per pump should be compatible with any other frame.If the pool or spa has an installed.Dual suction fittings must be placed in such existing frame (other than one in good condition with locations and distances to avoid blockage of both outlets at intact brass inserts manufactured by Pentair or American the same time.Suction outlets in the same plane(i.e.floor Products),the existing frame must first be removed and or wall),must be installed a minimum of three (3) feet the new supplied frame installed. Do not install this cover (91.44 cm) apart.If suction outlets are located closer than on any other style of frame or another manufacturer's three (3)feet apart,they shall be located on two different frame.Failure to follow this warning may result in a planes (i.e.one on the bottom and one on the vertical wall) suction entrapment hazard and can cause limb and body in order to prevent dual blockage by a user.Such suction entrapment or evisceration/disembowelment. outlets must not be located on seating areas including seat backrests. For use with multiple suction outlets or a single outlet. If only a single suction outlet or main drain Safety Tips exists,a safety vacuum release system (SVRS) such as the Pentair IntelliFle vs+svgs Pump,a gravity drainage system, an automatic shut-off system or a suction-limiting vent Suction Safety system must be used. Protecting swimmers from suction hazards begins with the educated pool professionals,those entrusted to provide a Suction entrapment hazard: Pool and spa pumps safe and enjoyable aquatic environment.Here are a few produce high levels of suction,which can pose extreme issues that must be addressed. danger if a person comes in close proximity to an open ° Swimmers must be protected from pump suction pool or spa drain or if a drain cover is loose,cracked, hazards at all times. broken,or missing. Pool and spa pumps move large ° Drain covers,pumps,vacuum port fittings,skimmers,and volumes of water,which can pose extreme danger if a safety devices must meet minimum safety standards and person's hair comes in close proximity to a drain that be certified by a nationally recognized testing laboratory. is not the proper size for the pump or pumps. • These products must be installed properly and in accordance with the manufacturer's instructions and all Important Notice: Regularly inspect all drain covers for codes,standards and laws. cracks,damage and advanced weathering.If a drain cover ° These products must be regularly inspected for becomes loose,cracked,damaged,broken,or is missing, missing screws,loose connections,cracks,damage, close the pool or spa immediately,post a notice,and keep advanced weathering,and years of service.Remember, the pool or spa closed until an appropriateVG!3 200$ they do not last forever and they must be maintained. certified drain cover is properly installed.Drain covers ° Do not install products that are not approved or do not deteriorate over tirne due to exposure to sunlight and pool meet the performance requirements of the specific chemicals.This drain cover must.be replaced within seven suction system. (7) years from installation (or earlier if the cover becomes damaged in any way). Safety Tips Cont. Single-and two-drain systems that fail to meet the above requirements must be modified by adding: 1) Safety Vacuum Release System (SVRS),2) Suction-Limiting Vent System, Selecting Proper Drain Covers 3) Gravity Drainage System,4)Automatic Pump Shut-Off Each pump will operate at a different flow rate depending on System,5) Drain Disablement,or 6) Other Systems the system and assigned jobs,i.e.filtering,heating,cleaning, determined by Consumer- Product Safety Commission to be spa jets,waterfalls,etc.Once this is understood,the proper equally effective. Another option is to split the single drain suction system can be designed and installed.Here are some into a dual-drain system with at least 3 feet of separation of the design issues that must be considered. using properly sized branch piping. • Maximum system flow. Codes and Standards • Drain covers must be rated to handle the maximum system flow. All public pools,spas and wading pools must comply with the Virginia Graeme BakerAct.In addition,many state and • Dual-drain and multiple-drain system branch piping must local governments may have more stringent requirements, be sized to Keep water velocity below 6 feet per second codes and standards which apply to residential and public when operating at maximum system flow.Branch piping pools,spas and wading pools.These may include the ANSI/ is the suction pipe between drains,not the pipe leading APSP 7 Suction Entrapment Avoidance Standard,the back to the pump. International Code Council's building codes (which adopt • The frame and sump under the drain cover or a field the International Building Code and International built sump must be included or listed in the cover Residential Code) and other codes and standards.Be sure manufacturer's instructions. to consult your state and local building and health codes • Drain covers must be attached using the original and standards for more information. manufacturer's hardware,including mounting frames, sumps,and fittings. • Do not mix and match covers,frames,and sumps. For more information about: Only install covers on frames,sumps,or field-built • Pentair safety and compliance products, sump designs that have been certified by a nationally visit: www.pentairpool.com. recognized testing laboratory as being compatible with • Virginia Graeme Baker Pool and Spa Safety Act, that specific drain cover. visit: www.cpsc.gow. • ICC codes,visit: www,iccsate.arg. The Virginia Graeme Baker Pool & Spa • ANSI/APSP-7 Suction Entrapment Avoidance Safety Act of 2007—Summary Standard,visit: www,apsp.otg. This new federal law was enacted to help prevent suction entrapment injuries and became effective December 19,2008. The requirements for public swimming pools,spas,and wading pools are summarized below and must be met before these facilities can be operated. • Drain Cover Requirements—New drain covers, fasteners,frames and sumps certified toASME/ANSI A 112.19.8-2007 must be installed. • Backup System Requirements—Suction piping for each Pump must be inspected and will be considered in �► compliance with the federal law if: I) no submerged Penn, W ter drains connect to the pump,or 2) multiple drains or suction outlets are at least three (3) feet apart,or 3) C1 �and old there is a single"unblockable" drain. An unblockable drain includes a Sump under the cover that is larger than 800.831.7133 18 inches by 23 inches,or a channel type drain with a diagonal open area of at least 29 inches. www.pentairpool.com www.staritepool.com 3(09 Part#P)-092 ©2009 Copyright Pentair Water Pool and Spa,Inc.All rights reserved. Creating a Less Stressful Lifes�le! NY Phone: (904) 855-0019 Fax: (904) 855-0698 Atlantic Beach Building Permit Nicholas Dodaro Residence 37312'" St Atlantic Beach, F132233 August 16, 2010 Construction Site Management Plan 1) Decking: See site survey. 2) Grading and Drainage: See site survey. 3) Parking will be in homeowners circle driveway. No parking will be on the street. 4) There will be no dumpster or portable toilet. 5) Any ground water pumped out of the pool area will be pumped to a vegetated area on the property, not into storm sewer or road. Creating a Less Stressful Lifes�lei t ' NY Phone: (904) 855-0019 Fax: (904) 855-0698 Atlantic Beach Building Permit Nicholas Dodaro Residence 373 12t' St Atlantic Beach, F132233 August 16, 2010 Impervious Lot Coveratze Calculations Total Lot: 19,735 Sq Ft House: 3,355 Sq Ft Driveway and side walks: 3,641 Sq Ft Pool Deck: 875 Sq Ft Total Impervious Area: 7,871 Sq Ft 7,871/19,735 = 39.88% Ig • t AUTOPILOT SYSTEMS SALT CHLORINE GENERATORS Thermolink Pressure Drop For all 110, 120, 135, 155, 121, 156 units 6.00 13.80 5.00 - - - - -- - - - - - �- - 11.50 y Z S 4.00 - - - -- - ___ -- -- 9.20 0 CL � L � a0i 3.00 _ - —- - _ -— - - 6.90 cL 0 � C 2.00 - -- - ---- - - - _ 4.60 3 a N 0 1.00 - -- __ -- -- - -- 2.30 a 0.00 1 0.00 0 10 20 30 40 50 60 70 80 GPM The pressure drop across all thermolink heat exchangers is listed above. Any models not listed specifically above but using a thermolink heat exchanger may be assumed to use this same curve. B. Pump Curves 140 140 WhisperFlo WhisperFlo 12 a 120 Full-Rated ¢ 120 Full-Rated LLCharacteristic Curve LL Characteristic Curve p 60 Cycle 1 Phase p 60 Cycle-1 Phase 100 1�3350 RPM F 3450 RPM W W waft LL LL Z 61) Z 60 3450 RPM t] W FE-12 W 60 3 hP W 60 x x W FE B 40 a ' ¢ 1750 RPM 4 Y WFE 6 WFDS-6 2hp N.of 20WFE-P�WFEJ WFihp 1." a 20 0 .3h fO WFDS-6 31*IWFDS-SIT 1! ~ 0 20 40 60 b0 100 120 140 160 ~ 0 0 20 40 60 60 100 120 140 160 FLOW RATE IN GPM FLOW RATE-IN GPM Single Speed Models Dual Speed Models SAVE THESE INSTRUCTIONS. n.... C i/nn 2. The pressure gauge should indicate pressure when the system is operating. 3. The pressure gauge should be readable and not damaged in any way. 4. Replace the pressure gauge if it is not meeting the requirements of items D.1 through D.2 of this section, above. SECTION IV. TECHNICAL DATA A. Filter Pressure Loss Chart. B. Flow Rate Table. Residential Commercial Filter Pressure Loss Maximum Cartridge Maximum Cartridge Flow Rates Flow Rates 5.° `- -"- - F " Product# sq,ft. GPM GPH 6 hour 8 hour GPM I GPH I 6 hour 8 hour 160314 50 50 3,000 18,000 24,000 19 1,140 6,840 9,120 e 3.0 _-._.-_._-.. _._.... -..-_.. -_..__._. __........... .._. ....- 160315 75 75 4,500 27,000 36,000 28 1 1,680 10,080 13,440 ° —.. .. _... .-_-..._._.._-. .._. ..-_.. ....__ --..--_...-.._.... 160316 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 160317 150 150 9,000 54,000 1 72,000 56 3,360 20,160 26,880 ...... _-._.__--_ _....- 160318 200 150 9,000 54,000 72,000 75 4,500 27,000 36,000 °a °° '° 60 '° '° `° '°° 10 FloR.I.(GPM) (1) Recommended flow rate for residential is.5 GPM per sq.ft. w Ra (2) Commercial flow rate is a maximum of.375 GPM per sq.ft.of filter area. NOTE: Actual system flow will depend on plumbing size and other system components. 2 1 C. Replacement Parts. Item Part Number Description 3, 4 1 98209800 High Flow manual air relief valve 2 53003201 Pressure Gauge 3 178553 Lid,50, 100 sq.ft.filter 4 178561 Lid,75,150,200 sq.ft.filter 5 59052901 Locking Ring 6 87300400 Body 0-ring 5 7 59016200 Air Bleed Sock Kit O 8 59053500 Center Core,50 sq.ft.filter 6 9 59053600 Center Core,75 sq.ft.filter 10 59053700 Center Core,100 sq.ft.filter 11 59053800 Center Core, 150,200 sq.ft.filter '----------� 12 59054000 Cartridge Element,50 sq.ft.filter 8, 9, 10, 11 13 59054100 Cartridge Element,75 sq.ft.filter ,: . . . 14 59054200 Cartridge Element, 100 sq.ft.filter 15 59054300 Cartridge Element, 150 sq.ft.filter 12, 13, 14, 15, 16 16 59054400 Cartridge Element,200 sq.ft.filter 17 178562 Bottom,50 sq.ft.filter 18 178554 Bottom,75 sq.ft.filter 17, 18, 19, 20 19 178563 Bottom, 100 sq.ft.filter 21, 22 20 178560 Bottom, 150,200 sq.ft.filter 21 86202000 Drain Cap Assy. 25 22 51005000 Drain Cap Gasket 23 39104500 Union Nut"C"Clip 26 24 98212200 Union Nut 25 39102800 Union 0-ring 26 79304600 Body,Swivel 24 23 Rev. B 4-30-01 7 P/N 178556