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1667 W Park Ter 2014 Pool CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Jens) Application Number . . . . 14-00000838 Date 5/28/14 Property Address . . . . . . 1667 W PARK TER Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 41752 ------------------------------------------------------------------- Application desc NEW POOL ----------------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- SEXTON, JENNIFER M & BRIAN FLORIDA BONDED POOLS 1667 W PARK TER W 8608 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (9 04) 641-5265 -------------------------------------------------------------- Permit . . . . . . SWIMMING POOL Additional desc . . Permit Fee 260 . 00 Plan Check Fee 130 . 00 Issue Date . . . . Valuation . . . . 41752 Expiration Date . . 11/24/14 ------------------------------------------------------------- Special Notes and Comments If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Pool-Wellpoint (if used) must discharge into vegetated ares 10" minimum from street or drainage feature (swale, structure or lagoon) . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED ------------------------------ Other Fees . . STATE DCA SURCHARGE 3 . 90 STATE DBPR SURCHARGE 3 . 90 UTIL REV PRE APP >3 HRS 25 . 00 ------------------------------------------------ Fee summary Charged Paid Credited ----Due--- PERMIT IS APPROVED ONLY IN NE ACCORDACWITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. CITY OF ATLANTIC BEACH j 800 SEMINOLE ROAD !J ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number 14-00000838 Date 5/28/14 Permit Fee Total 260 . 00 260 . 00 . 00 . 00 Plan Check Total 130 . 00 130 . 00 . 00 . 00 Other Fee Total 32 . 80 32 . 80 . 00 . 00 Grand Total 422 . 80 422 . 80 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH D , f COPY 800 Seminole Road, Atlantic Beach, FL 32233 . �. Office (904) 247-5826 Fax (904) 247-5845 M Y 2 ob Address: 1667 Lc k lax(tc,- Permit Num gq: ,egal Description M-52 q /�i,�c; -a ,I— a9 E q jq 5e1u;>, , ,.l�+�'��7 Parcel # �j�1G�2 d F oor Area of Sq.Ft. 3q.Pt 7aluation of Work S y 5 Proposed Work heated/cooled non-heated/cooled 'lass of Work(circle one): New Addition Alteration Repair Move Demolition poospa window/door ase of existing/pro osed structure(s)(circle one): Commercial sidentti fan existing structure,is a fire sprinkler system )installed? (Circle one): No N/A lorida Product Approval # or multiple products use product approval orm ►escribe in detail the type of work to be performed: roperty Owner Information: ame: `I"r4ec ,e-)(ky\ Address: 1W'7 W 6ck e—rrt C- ity_A41&y+,, 6ca ck State ELZip 14223 Phone C(69- 963- 3336 -Mail or Fax#(Optional) ontractor Information: ompanyName: 'Flare & Pncys Qualifying Agent: "`,C?-4rgU C)"orj ddress: S6612 V,�,ea-dN VSVA City zax- AScAmuil/2 State F/- Zip ,q�1A ffice Phone Qoy- 64l- -59165 Job Site/Contact Number r164-6W SSG S Fax# qo!?-L`I/-5 P d ate Certification/Registration# CPC (55 t6 q 6 rchitect Name&Phone# igineer's Name&Phone# :e Simple Title Holder Name and Address :S 4p t 4jf )nding Company Name and Address ortgage Lender Name and Address plication is hereby made to obtain a permit to do the work and installations as indicated I certify that no work or installation has commenced prior to the uance 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 d void fork is not commenced within six(6)months, or if construction or work is suspended or abandoned for aperiod of six(6)months at any time after irk is commenced. I understand that separate permits must be secured for Electrical Work,Plumbing, Signs, Wells, Pools, Furnaces, Boilers,Heaters, nks 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. sreby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this e o1 work will be complied with whetherspeci ted herein or not. The granting of a permit does not presume to give authority to violate or cancel the ��ions of any other federal,state, or local law regulating construction or the performance of construction. mature of Owner ''yl- Signature of Contractor nt Name . .. ..........\t?_� 54r ' .rJ...... Print Name ................ ..... �...... . �? akSp.... .................. ,orn to and s bscribed be me Igb ouscribe before me s �[ 2 0 otary Tic tate o 1 n a Charles E Powell o1F" �e4 Notary Public State of Florida = nCh—les 1:Powell tary Publl ,kcF Exoires 12116/2014 h My Commiablon 15M2547 ` new.• r�of F�o� Expires 12/18!2014 Doc # 2014113359, OR BK 16787 Page 2318, Number Pages: 1, Recorded 05/21/2014 at 12:10 PM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 NOTICE OF COMMENCEMENT Tax Folio No. a DaO - 0330 Stateof �lor',Ar County of it �va�l To Whom It May Concern: improvements ou that will be made to certain real property,and in accordance with Section 713 0 The undersigned hereby informs y the Florida Statutes,the following information is stated in this NOTICEaO O'a9NC I M0.f 1r, A Legal Description of property being improved: ��-+ 5 9 a 7,923a - Address of property being improved: Tas��o �+I���L �8��`e�, �� General description of improvements: Address: I A67 LJ �CL Owner: TPrrae2 Owner's interest in site of the improvement: Fee Simple Titleholder(if other than owner): Name: � S Contractor: Address: Fax No: Telephone No.: Gntr_/_v/_�'7GS - Surety(if any) Amount of Bond S Address: 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 e served: Name: Address: Fax No: Telephone No: to receive a copy of the Lienor's Notice as provided in Section In addition to himself, owner designates theeLfollowin) person 713.06(2)(b),Florida Statues. (Fill to at owner's op 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): THIS SPACE FOR RECORDER'S USE ONLY OR Date: igned: in a County of Duval, tate Before me s ay of Of Florida, as crsonally appe Notary Public at Large,State of My commission expire or Personally Known: sal Produced Identification:'n '� y or r�o Expires 1211W2014�2oi4 r C� 800 Seminole Road 'S GA Atlantic Beach,Florida 32233 J � �Sf1 /6ti Telephone(904)247-5800 j FAX(904)247-5845 .+ �r LJJiI )�r Construction Site Management Plan Compliance A construction site management plan conforming to Atlantic Beach City Code Sec 6-18 has been approved as a part of this building permit. The Construction site management plan was approved based upon the following information. 1. Parking plan -parking plan show' iow site wil e cessed and all onsite and abutting street parking area . �T S S� 2. Locati instruction trailers, loading/unloading area and material storage area. N�A 3. Location of chemical toilet area-chemical toilets must be kept out of City p/A right-of-way and not further than 15 feet from structure under construction. 4. Location of dumpster- dumpster must be from approved waste company(in accordance with Chapter 16 City Code). As of 2009, approved dumpster companies for Att.Beach are Advanced Disposal,Realco Recycling, and Shappells`. Dumpsters are to have tarp covers or rigid covers on windy days. Dumpsters mus ved prior to issuance of Certificate of Occupancy or Completion. N l�I 5. Traffic control plan, showing access with dimensions, area to be stabilized, narrative on phasing of construction with adequate parking and delivery of materials. 6. Site cleanliness. Contractor must have the entire construction site cleaned by Friday of each week. This means removal of scrap lumber, concrete remnant Lj i and other such construction debris including cans,metal, plastic and paper. C.o�p( 7. Erosion and Sediment Control. Contractor must maintain all elements of the approved Erosio iment Control Plan (silt fence, catch basin filters, etc.) until or of ler s i tion has been placed and approved by Public Works. ,4S S�� 8. Othe re special conditions are identified by the Building Official. Failure to comply with the Construction Site Management Ordinance may result in a Stop Work Order being issued in accordance with City Code Sec. 6-17 (3) Revised 6/2009 /�� f EROSION AND SEDIMENT CONTROL PLAN (INSTALLATION DETAILS/MAINTENANCE SCHEDULE) �9 2. STAPLE WIRE FENCING T❑ 1. SET P❑STS AND EXCAVATE A 4' x4' THE POSTS. TRENCH UPSLOPE AL❑NG THE LINE OF P❑STS I lz"' 4' 4. BACKFILL AND COMPACT THE EXCAVATED S❑IL. 3, ATTACH THE FILTER FABRIC T❑ THE WIRE FENCE AND EXTEND IT INT❑ THE TRENCH. Rgm ............ .................... ......................... ............................... : :: ::.::.:... r .; .........::::.::. :.: i!i ili;1 j : ......:::: :: r EXTENSI❑N ❑F FABRIC AND !i!i WIRE INT❑ THE TRENCH, FILTER FABRIC n CONSTRUCTION DETAILS CITY OF N.T.S. PLATE D-909 FOR JACKSONVILLE DATE DRAWN 08/05/93 SILT FENCES STANDARD REVISED DATE 5-12-94 + Optional Post Positions r Post (Options: 2" x 4" Or I I aY- (Canted 20' Toward Flow) 2Y2" Min. Dia.Wood; Steel 1.33 Lbs/Ft. Min.) 6' Max. Filter Fabric (W tail Conformance With r u Sec. 985 FDOT Spec.) o '6o I I Filter Fabric 11 II I o 111 I I Silt Flow 1 '� m •iv-------•------Lr-----� �J c IN ELEVATION SECTION TYPE III SILT FENCE Poultry Mesh (20. Go. Min.) Or Type A Fence Fabric (Index No. 452 do Sec. 985 Post (Options: Cx 4" WoodFDOT Spec.)l Optional Post Positio 20. Principle Post Position or 3" Min. Dia. Steel I (Canted 20' Toward Flow) 1.33 Lbs/Ft. Min.) 10' Max. Poultry Mesh Or Filter Fabric (In m� Type A Fence Fabric Conformance With > o --- Sec. 985 FDOT Spec.) I j Filter Fabric II , II I Silt Flow � jj--------•-----V------\ <J ELEVATION SECTION Note: Silt Fence to be paid for under the contract unit price for Staked Silt Fence (LF). TYPE IV SILT FENCE t \\ + ® 4& Type III or Type IV • `' f\ovl Silt Fence Type III Or Type IV Silt Fence Protection Around Ditch Bottom Inlets. Do not deploy in a manner that silt fences will act as a dam across permanent flowing watercourses. Silt fences are to be used at upland locations and turbidity barriers used at permanent bodies of water. SILT FENCE APPLICATIONS Silt Flow Silt Flow 40 Type IV Silt Fence Type III Silt Fence Note: Spacing for Type III Fence to be in accordance with Chart 1, Plate D-906 and ditch installations at drainage structures above. SILT FENCE CITY OF N.T.S. PLATE D-908 TYPE III & IV JACKSONVILLE DATE DRAWN 8-9-93 STANDARD REVISED DATE 5-12-94 EROSION CONTROL MAINTENANCE PLAN Due to the short duration of excavation and construction times, silt fence to remain in place and on site until completion of project. Maintenance to be performed on an as needed basis, silt fence to be replaced if work exceeds 60 days. S, Comp. By: RLC Date: 5/22/2014 � yr 'V�Jiil�r Public Works Department City of Atlantic Beach Permit No: 14-0838 Address: 1667 PTW Pool 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) = 18,688 ft Runoff Coefficient Area Lot Area Description (ft) (ft) "C" Wtd "C" Impervious 6,795 18,688 1.00 0.36 Pervious 11,893 18,688 0.20 0.13 Runoff Coefficient(C) = 0.49 Runoff Volume V= 0.49 x 18,688 x 9.3 / 12 V= 7,110 ft Postdevelopment Runoff Volume. Lot Area (A) = 18,688 ft Runoff Coefficient Area Lot Area Description (ft) (ft 2) "C" Wtd "C" Impervious 8,381 18,688 1.00 0.45 44.8% ISA Pervious 10,307 18,688 0.20 0.11 Runoff Coefficient(C) = 0.56 Runoff Volume V= 0.56 x 18,688 x 9.3 / 12 V= 8,093 ft Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 8,093 - 7,110 DV= 983 ft Retention 1667 PTW-onsite RetentionAs 5/22/2014 rS%A'y7' JJy, mss , Comp. By: RLC Vr Date: 5/22/2014 Public Works Department City of Atlantic Beach Permit No: 14-0838 Address: 1667 PTW Pool Provided Storage: Elevation Area Storage (ft) (ft2) rft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage eft) (ft21 (p 0 .0 0 ) BOTTOM 0.5 0 0 TOB Elevation Area Storage eft) (ft2) (p3 0.0 0 ) BOTTOM 0.5 0 0 TOB Inground storage=A*d"pf A=Area= 0.0 d= depth to ESHWT= 3.0 pf= pore factor= 0.3 Inground Storage= 0.0 W Required Treatment Volume= 983 ft3 Supplied Treatment Volume= 0 ft3 I Retention 1667 PTW-onsite Retention.xls 5/22/2014 �f I \�w�v��A>=DA�p OON ��� r O "nom. 2 Z'; =m Vl , = 1 1 1 M 1 1 1 1 1 1 1 I I I I p 1 1 1 N D V Zf � AfI AUO n>D>ZOp Ap O> �-C� Vi z yzO�p nC>>O OOr Z z ZA <m O O S V1 r^ f p s C 1-IC/�m0>>Ate?:Arai mm> 1 / rLn Orr s O ZOmz {ON I I z n v O ^ 0 c- r� i u 8 > n = n I S O X O z I o J C { (I m (f�� z m � LA opo CA rev z C aD-0vvvvcu rn oo-� 2 o �A�Ac�c� + pfoo * 0 pm= m �It W r Z?O r 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 ' p N� i ,i. r mvzvZZ C�aovvv�v�m�nT p ZDti I' O` OOOOyy 2r C000 m00 COO Z i t �riy AC OmmA OZi Zi-ZiAZiCAtn<Z O wpm < opo N =o c 0mm0o>; Z:8 no o oZ yo Z m�� Ic_ Z>Zp m 00 mf)rrA77-1 LA "y 02y (� � C C.TJm z I 0 p er.CmC 000 rAnF 6S y mN�l �J '''pG fl A A y A cu,g y r� T X17 ` Z A zzor) n r m=i v -- - - - - Zyn �rc� p `�'N ` O Oz F K = N�� m D O =rn e o Z Z >1n O N OSm SmN r- "11) rn ./ Imm C:, r. D 'D rn 0 norn D v�O�D 'I Z p� i �' I OZmO m C in z=, (�JN rnm < _ �0 o II .n CA I = N o oO� > M = z J 1 �DD C Or Amo ` C7 m / v D S Z toLn C. C<;n ~ r b C Z7 �` ♦,' o°mo z? D A w C,_ ^ r v�mo N V m m mbo n 0 N D v 00 A m c I 0 Z Q �_a Z v Z-i•t O O p m Iv � I o X p O A;Nm ?0 LArJ w LA xO z,Oz Zj ; it � - W O m �1-: �m�N to j O r O I 5 �J O • Orr' OpDm J O �_�OZ t ( �o �Z� =�oN x z itry I z S m < �ri u==rn I u O �440, Z ED ;0m 1 O m \ T !+ 0. 1 Z O to O 5 .Zl . to V S=O VI A D m Nrn m Z ' / I p1O OrInD �\ V 4 v�C ZO 10 S4. nm > � OOmn0 O mm O O m ' z0OC) O O gO>mr, D 17- 0 D Dm2 I ° Boz? nr opo � � vm m 70 o ` o � m orn � 0 � -! D 0 71 m D Q— A `^ O to ON v � ? � 2 SICK • a A p '-,I -,� 0 DO N A N N A �•` r CD Ln CT A N 1 III Z► 1 1 1 1 1 1 z �-W 00 f 0 cn A Oo I I no;g ao cn cn o N co am `' o CO O Oa n a Cn z 'L C/) a Cn CO co cn C) 1.Ti -n �+ D I m W O I 1 o I I n Ln Ll I Lp Q r� o L 53C) rngQ �o ",rn o O � y u i� 1 toad) ,z•zs o i b I cur• O~O y I m toatl) 2 �+ t O cn .LB .0'9 I� •8•� T �O � r ^ ��I a A I m a < 0 N a D rpi2 A y .Z Z Q°N 0'£ I co O rn Q �V 0 0 N I N ,£ IVM NOING -j Im T �� y ►I.-, � O .901 = " rnNo Nc 0 czco rn r^ (PORCH TIE) Co ,6'9 A m O 9 OZ I AR) Z Z oI r2�12 O O N • p.• ',• �• • •' 2 O L'4l c Z4Z 5J �� Q OD/tl C ,NOD ,Ol*,4 O v I oo r O f 59'26'52„E - - - - Dy � nZn c 150. 0' ti �� o o II II II = L4 -, z (BEAR IN PER p _ 02 G BASE p LA T) I J a Ln SA woo L o T , 5 - W -, U D oNcO � m Iv� o n 1 A A *>� PENTAIR TDH CALCULATOR � Pool Volume: 19486 Gal Total Piping Lengths: Turn Over Time: 6.00 Hrs Inlet Side: 50 Ft Suction Lift: 0 Ft Discharge Side: 50 Ft Maximum Ripe Velocity Allowed: Piping Sizes: (consult your local code) Inlet Piping: 2.052 In Branch Piping: 6 Ft/Sec Discharge Piping: 2.052 In Inlet Piping: 8 Ft/Sec piping Head toss at 54.13 Gal/Min: Discharge Piping: 10 Ft/Sec1 >. . (not incuding fittings orvalves) , Inlet Piping: 2.33 Ft ' Discharge Rping: 2.33 Ft For advanced pools that contain multiple suctions, this program may be inaccurate. Consult a hydraulics engineer. This program is for single pump sytems with a single body of water. C= r Suggested Minimum pipe Sizes: �` Y Flow Rate: 54.13 Gal/Min Branch Rping: 2.0 In t Your Head Loss: 24.31 Ft Inlet Rping: 2.0 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 79.74 Gal/Mn Head Loss at Maximum Flow Rate: 55.15 Ft System Head Pressure Curve 54 o1 40 �i SE OVDO toy o A 30 0 O � r 20 Q 10 IntelliFlo 11 -2350 rpm Clean System Desired Operation Point 0 0 20 40 60 80 Volumetric Flow Rate(GPM) Com pone nts Head Loss at Name Quantity 54.13 Gal/Min IntelliChlor IC-40 1 1.41 2"x 2.5"3 w ay valve 3 1.18 1.5"x 2"2w ay valve 3 2.70 Main Drain 1 0.69 Clean and Clear 1 1.81 3/4 inch Return 4 1.52 Skimmer 2" 1 0.65 Piping Inlet Discharge Head Loss at Name Quantity Quantity 54.13 Gal/Min 90 degree elbow 10 10 5.31 45 degree elbow 12 12 2.91 Tee Through 0 5 0.93 Tee Branch 1 0 0.56 Pumps Nam a Quantity IntelliFlo 11 1 All Pentair trademarks and logos are owned by Pentair, Inc. IntelliFlo®, IntelliComm®, EasyTouch®, IntelliTouch®, SunTouch®, and Eco SelectT"" are registered trademarks and/or trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/or other countries. Unless expressly noted, names and brands of third parties that may be used n this document are not used to indicate an affiliation or endorsement between the owners of these names and brands and Pentair Water Pool and Spa, Inc. Those names and brands may be the trademarks or registered trademarks of those third parties. Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice. Pentair is an equal opportunity employer. rThe Association of kPISIP ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: SEXTON CONTRACTOR NAME: Jeffrey Clarkson AND ADDRESS 1667 WEST PARK TERRACE AND ADDRESS: 8608 Beach Blvd ATLANTIC BEACH, FL 32233 Jacksonville Florida OWNER: JENNIFER SEXTON CONTRACTOR PHONE: 904-641-5265 DATE: 5/20/2014 Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC---15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC---15 2011 standard which can be purchased at www.apsp.org. 1.§5.2.1:Calculated pool volume 1. 19486 gallons a.Gallons:-194861 or b.Calculated Gallons: (surface area)x (average depth)X 7.48(galAM3)_ 2. §5.2.1: Calculated maximum filtration flow rate 2. 54 gpm (Pool volume_360 or 36gpm whichever is larger) 3. §5.2.2: Auxiliary Pool Load: Yes,-X-No? 3.-gpm (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary pool load/low rates together, only the highest is used). 4. Calculated maximum flow rate 4. 5a gpm (Item 2 Or item 3.whichever is larger) 5. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter 5a. 2 inches (Enter the smallest pipe size from Table 1 with a 6 fps Bow capacity the same or more than item 4.) b. Minimum suction branch pipe diameter 5b. z inches (Calculate:item 4._54_(gpm).Branch Pipes_1_(quantity)=branch flow rate_54_(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter 5c. 2 inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d. Minimum return branch pipe diameter 5d. 2 inches (Calculate:Item 4_54_(gpm)-Branch Pipes_1_(quantity)=branch Bow rate_54_(gpm). Enter the smallest pipe size from Table 1 with a 8 fps Bow capacity the same or more than the calculated return branch flow rate.) 6. §5.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) 6a. CARTRIDGE b.Minimum filter area 6b. 144 sq.n. (Calculate:item 4._54_(gpm).filter factor .375_) Filter factors:Cartridge=0.375,Sand=15,Diatomaceous Earth=2 7. §5.4.2: Backwash valve: Yes,_X_No? 7. 2 inches (When using a backwash valve enter result of item 5c or 2 inches whichever is larger) Table 1 Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 1 119 184 247 317 499 720 8. Pump selection: §5.3.2.1:Pools 17,000 gallons or less,select pump`from the database with a Curve---A gpm flow,equal to item 2 or less. §5.3.2.2:Pools 17,001 gallons or more,select pump'from the database with a Curve---C gpm flow equal to item 2 or less.`Multi- speed pumps must have one speed listed that satisfies this requirement. a. Pump model 8a. IntemFlo i1 011008 _ b.Pump flow 8b. 41 gpm 1,5.3.2.2:Applicable Curve A or C gpm Bow listed in database) 4/5/2011 AN51/APSP/ICC-15 StarMard Writing Committee Form I"I Z ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light N/A 4.4.1.2 Readily accessible on---off switch mounted outside of the heater N/A Heaters 4.3.1.3 No electric resistance heating unless for in-ground spa with tight fitting cover with R---6 insulation, N/A or for pool with 60%of documented pool heating from on---site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 N/A 5.1.1 Pool filter pump listed in database X 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi---speed X Multi---speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override X capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. N/A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. X System installed with solar,or setup for the future addition of solar heating equipment by installing 5.5.3 18 inches Of horizontal or vertical pipe after the filter and before a heater,or built-in or X built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. X 3 0(Z 4/5/2012 ANSI/APSP/ICC—is Standard Writing Committee Form PPS IDN Ccicul�tpump options Total Head In Feet Conversion Chart For each pump Check one. Inches Mercury (Vacuum Gauge) 0 2 4 6 B 10 12 14 16 18 Simplified Total Dynamic Head (STDG _ 0 0.0 23 4.5 6.8 9.0 11.3 13.6 15.8 18.1 20.3 Complete STDH Worksheet - FII in all blanks. 1 23 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 227 25.0 Total Dynamic Head (TDH) 3 fi.9 9.2 11.5 13.7 16.0 16.2 los 22.9 25.0 27.3 Complete Program or other calcs. Fill in required - 9.2 ns 13.8 16.0 183 los 228 25.1 Z7.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 blanks on worksheet & attach Calculations. 6 13.9 16.1 1B.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 } Maximum Flow Capacity 7 16.2 18.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 36 of the new or replacement pump. 8 18.5 20.7 23.0 2s3 47s 29.8 32.0 34.3 36.6 38.8 p 9 20.8 23.1 25.3 27.6 29.8 321 _34Z_ .6 38.9 41.1 10 23.1 25.4 21.6 29,9 32.1 34.4 36.7 36.9 41.2 43.4 11 25.4 27.7 29.9 32.2 J4.5 36.7 39,0 41.2 43.5 45.8 12 27.7 30.0 32.2 34S 36.8 39.0 413 43.5 45.8 48.1 Notes M 13 30.0 323 34.6 36.8 39.1 413 43.6 45.9 48.1 50.4 14 J2.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 11.4 43.7 45.9 482 50.5 52.7 55.0 1. If a variable ';geed pump is used, use the max. 0 16 37.0 39.2 41.5 43.7 46.0 48.3 SOS 52.8 55.0 573 ipump flow in calculations. 17 39.3 41.s 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 46. 2. For side wall drains, use appropriate side wall drain CL 19 43.9 2 49.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 flow as publis: ^d by manufacturer. 20 +6.2 48.5 50.7 ,3.0 55.2 s7.sssa 62.0 64.3 ss.s 21 48.5 5EB 53.0 55.3 57.6 59.8 62.1 643 66.6 68.9 3. Insert manufacturer's name and apioved maximum B 53.1 ssa 57.8 59.9 62.1 64.4 66.6 6s.9 71.2 flow 23 . 53.1 55.4 57.7 59.9 622 64.4 66.7 69.0 71.2 73.5 24 . 55.4 57.7 60.0 622 64.5 66.7 69.0 71.3 73.5 75.8 4• See installation instructions for number'of ports to s7s 60.0 62.3 64.5 66.8 69.1 713 73.6 75.8 78.1 be used. 26 1_ 62.3 64.6 66.8 69.1 71.4 73.6 75.9 7&1 80.4 27 62.4 64.6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 �. In-Floor suction outlet cover/grate must conform to 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 29 67.0 _69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 most recent edition of ASME/ANSI A112.19.8 and be 30 69.3 71.6 73.8 76.1 78.3 80.5 829 95.1 87.4 A9 _63 embossed with that edition approval. 31 71.6 73.9 76.1 78.4 80.7 82.9 852 67.4 89.7 32 73.9 76.2 78.4 80.7 B3.0 85.2 87.5 89.7 92.0 1 Pump, Filter & Heater make and model cannot 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 920 94.3 changed, and equipment location cannot be moved 34 78.5 80.8 83.1 853 87.6 83.8 92.1 94.4 96.6 closer to pool without submitting a revised plan and 35 &'9 8J'1 85.4 87.6 89.9 92.2 94.4 96.7 989 TDH calculation worksheet for approval. NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER ~ ?HAN THE CALCULATED TDH. lilow end Friction Loss Pe j-Foot schedule-40 PVC Pipe Vd - Feet Per Second 6 fps a f 10 Drawn 8y. A R PATTON 3c Specializing in 1'' 16 0.14' 21 m 0.23 26 m 0.35' Associates, Inc. Residential and Commercial 1 S 37 m 0.08' S0 m 0.14' 62 0.21' s' 62 o.os' 82 m 0.10' 103 0.16' (4-07) 977-1892 Pools, Fountains and Features 12.5' 83 m 0.05' 117 m 0.09' 146 m 0.13' 3' 136 m 0.04' 181 m 0.07' 227 0.10' 4' 234 0.03' 313 0.05' 392 0.07 6' 534 0.02' 712 0.03' This form is the property of Gordon H. Shepard-son, PE and may only be used in conjunction with my Residential Swimming Pool Specification Drawings or by others with my written permission, Date Date Swimming Pool Specification For: Contractors Signature GORDON H. SHEPARDSON, P.E. Contractors Pnnted Name FL PE # 19333 4 672 N. Semoran Blvd., Ste 203 Contractors Cert. Na, Orlando, FL 32807 Office: (407) 275-1099 antracors leiephone, No Fax: (407) 275-1015 Scale: None Rev 0 - 2/16/09 i Z! R�'+jr �W f r.an•,ne euf `C 1P4 �fi 1 r yh�Sr+.,'�.=-.edC , �r.4�ti� rn r Ms��,��v7,•�t �S ?y+ zrr1.=,>.ea.r� • w .rte dl..i <'- S .:� ,+qtr •. ' •.s�l"�.Ti ? a.r n�awn, 17"i+ fA` y#S y.t••.I {�...u,r,: a y,;.4 :gg,� f ✓' •"'yE.,,.! r• 'r *s Iv f"'.b r• �iinprt„WLY fare rva.U11 ..r ai �n.� ttlr.a 3W-l-, {s1 �.�i � arrv �ryvF�`{iJ't i1.� .�i•`£.q''�`,Ntlh'r "' ;. i'f•� ..yF; .0+ ` 4` =n '�r( x r- 's:• ,: ,. .. '-r,.. s. 7tr .""�`T^,,.�sn'>•-' J. .!•..+..c ,•n.y I'' .r .yj r ^a�5'11w'i�.tAe% .,,.. .s....r. I 3 FEET OF HEAD PER 100 FEET OF PIPE, SLHED. Li'O PVC Flow Velocity Friction Loss 3 Row Velocity Friction Loss �'•' (Gals_per Minute) (Ft.per Second) (Ft.per 100 Ft.) 1-7 2" PIPE _ (Gals-per Minute) (Ft.per Second t' ---- ) (Ft.Per 100 Ft.) 4 .63 --- 1.50 -- --- --- ----------- _ _ -- G - - ----- ?8 4.41 4-70 F.. 5 .79 .225 _ 30 4.73 t -- 6 .95 - - - 300 _ 5.30 5.04 5.85 7 1.10 ------- - 6'F _ - .400 34 5 3r' 6-40 8 1-26 _ .520 36 5.67 <y - 9 1.42 38 630 - 7.00 - 5.99 7.85 -�Y 10 1.58 -___- .770 - 40 6.30 8.50 12 1.89 1.07 7 14 2.21 --- _ 1.39 42 6.62 9.20------ 44 _ 6.93 9.80 :P�C 16 2.52 1.76 46 7.25 10.05 18 2.84 -- ;' 2.11 48 - ` w 20 3.15 7.57 10.15 yl.>y _ 2.58 c=° 22 3.47 - - 50 - 7.88 10.24 _-- 2-98 ---- 55 8.67 10.45 3.78 3.60 60 9.46 10.69 26 4.10 - 4.20 2" PIPE 7 .67 .12 35 3.35 2.20 T� 8 .77 - 15 _ 40 - 3.82 - 2.86 9 .86 .19 _ 4$ _ 4.30 3.40 10 .96 .23 50 4-78 _ 4 30 12 1.15 _ 34 55 5.26 5.00 5 r .74 14 1.34 ----- 44 --- 60 5 - --- .80 SIR 16 1.53 .56 65 6.21 6.70 18 1.72 - 68 70 6.69 7.50 20 1.91 .83 75 7.17 8.60 22 2.10 _ .98 80 7.65 -9.55 - 24 2.29 1.15 85 .8.13 10.7 26 2.49 1.33 90 8.61 _ 11.8 28 2.68 1.56 95 9.08 13. 30 2.87 _1.74 - 100 9-56 14.4 EQUIVALENT LENGTH OF STRAIGHT PIPE (FEET) Size 1/2" 3/4" 111 1-1/4" _ 1-112 2" 3" 4" Gate Valve (Full Open) 0.6 0.7 0.9 1.2 1.3 1.6 2.0 2,7 Elbow, 90° 3.6 4.5 5.3 6.7 7.5 8.6 11.1 13.1 Elbow,45' 0.7 0.9 1.4 1.8 _ 2.2 2.8 4.1- Tee(Straight Thru) L r Ae- 1.8 2.5 3.3 4.7 5.7 7.8 12.1 17.1 Tee(Thru Side) 4.3 5.4- 6.7 8.8 _ 10.0 12.1 17.1 21.2 Swing Check Valve 8.1 8.9 11.2 13.1 15.2 19.1 27.1 38.2 The friction loss in a great American Waterfall from 12" to 60" is the equivalent of a branch Tele _ iNTELt ' VARIABLE SPEED PUMP S K ; PENTAIR �aN H 0-M t wy a • Permanent magnet motor for less vibration than induction motors •Totally enclosed fan-cooled(TEFCI design protect ? against the elements • Built-in diagnostics detect loss of prime,overheating, freezing and voltage irregularities-protects pump for longer service life - • Improves efficiency of automatic chlorinators and chemical dispensers because water moves slower for IntelliFlo it Variable Speed Pump longer periods of time Protected by U.S.Patent No.,D611,430;7,686,587;7,815,420; . Heavy-duty/durable construction is designed for long life 7,854,597;0568,340; D606,562;8,043,070 and all Patent Pending and corresponding foreign counterparts. • Operates seamlessly on 50 hz or 60 hz input power. Flow/speed are constant when operating on 50hz or 60 hz IntelliFlo it Variable Speed pump has a unique hydraulic platform designed for compliance in specific geographical areas with certain flow rates. IntetliFlo it pump provides all the features as standard IntelliFlo pumps but is engineered to be limited to the flow rate of a 1-HP pump. It also has a max amp rating of 7 amps for easy retrofits with limited existing wire gauge size. Ordering Information Full Load Primary Listings and Port Size Cartan P, Made! Voltage Amps HP SF SFHP FRED. Certifications: (NPT) Wt.lLbs.f a it 011008 IntettiFtoil 230V 50hz/60hz UL NSF 2in.x2in. 41 INTELLIFLO it PERFORMANCE CURVES 90 CURVE SPEED FACTORY DEFAULT SPEEDS A 3450 RPM -- 1 SPEED 1:750 RPM B 3250 RPM 80 2 SPEED 2:1560 RPM D 2850 RPM 3 SPEED 3:2350 RPM D 2650 RPM - 4 SPEED 4:3110 RPM E 2550 RPM 70 - F 2450 RPM LLJG 2250 RPM 3� --- ---' '"� j H 205 RPM �'� �°', 1 1850 RPM 60 ♦♦ p ._.a .d....,. ♦♦♦ ° J 1725 RPM W -�'w.�,, ♦♦♦ �ry K 1250 RPM ♦♦ ` L 1050 RPM C3 *w ♦ M 850 RPM W �'•"""•'�r+ ♦♦ N 650 RPM S 0 450 RPM s v 40 -3. ♦♦ - Z ♦♦♦ ��♦♦ Refer to catalog page 34 for a selection of 1-and-2-Pole GFCI J30 ♦♦♦♦♦♦ �♦♦♦ breakers which offer 6 miltiamp Q ♦ ♦ personnel protection white o ♦♦♦ meeting 2008 to Current NEC 20 _ __ ♦ B ,,� ♦♦� � Standards for Pool Pumps. 10 "`�"� '�^ ,y ,'' ©0T See page 518 for replacement %� �µ ♦♦ 0 parts. FK -e 0 G 0 cn to on inn In I[;tretr r.� — Cleai` Filters Fioeroiass Reinforced Polypropylene Tung; 4:v 1 1 1 1 ,� I a• n,F"a • NSF listed �J • Unionized connections ` r_r • Integrated continuous High FIOWTM internal air relief;= •Chemical resistant tank body Oil •Lock ring with spring-loaded safety latches •Coreless cartridge for easy cleaning ' q1 •High Flow manual air relief valve <t -Lr. ` J •I in.drain and wash out •Single piece base and body desigtl # "Oi� r` t s* a L' 4 1`4= Clean & Clear Filter The Clean & Clear';Filter features a chemical resistant tank with no-tool servicing and a Coreless cartridge for easier cleaning.All models are equipped with easy spin-on unions for plumbing hook-ups.These filters are NSF listed,and available in 50,75, 100, 150,and 200 square foot sizes, are Ordering Information ah Effective Flow Flow Ratez Turnover Capacity In Gallons► Product Model Filtration Rate' (GPM Carton Carton Area(Sq Ft.) (GPM Res) Comm) 8 Hour- 10 Hour 12 Hour QtY Wt(Lbs) 4 CC SO 'S0+ K 1' 160304 50 19 24,000 30,000 4s + 36,000 154 160315 CC 75 75 75 28 36.000 45,000 54.000 160316 CC 100 100 100 38 48,000 60,000 72,000 I 33 � 160317 CC 150 150 150 56 72,000 90,000 108,000 1 `" ' 160318 CC 200 200 150 35 10 K�1 7`•. /5 72,000 90,000 108.000 35 �n as One GPM per sq.ft.shown recomnlended flow rite.5 GPM per sq.it ,3 '-Commercial race iz a maximum 0(.375 GPM per sq.f;.of filter area. H:' Dimensions and Perfof-man rp Clearance to remove Filter Modu!e 4 --__-" _ w F's NSF! •� `J �� tin Dimension Tame Note:Actual system flow will depend on plumbing sized j B — f 1 1 A1odel ADim s�im. and=other system components. f ;60314 s'S I A - 18 - � _30' I 160315 _> ;a. Note.Pentair Pool Products does not recommend flow rates above 150 GPM. : ! s 160316 33'_t 61• 1 Ftr .�--- integrated continuous Hi h Flow internal air relief is 1603;7 a0 a2' 76' $ 160317 ar operational only when there is unobstructed flow in 1 the circrrlacrng system. 15-1/2in. ! i Dimensions F See pave 349 for replacement parts F SECTION TV. TECHNICAL DATA A. Filter Pressure Loss Chart B. Flow Rate Table Residential Commercial PRESSURE LOSS vs FLOW Maximum Cartridge Maximum Cartridge Flow Rates Flow Rates - --- Product 4 sq.ft. GPM GPH 6 hour 8 hour GPM GPH 6 hour our - — - 160314 50 50 3,000 18,000 24.000 19 1,140 6,840 9,120 - -- 160315 75 75 4,500 27,000 36,000 28 1,680 10,080 13, 440 o s 160316 100 100 6,000 36,000 48,000 38 2,280 13.680 18.240 160317 150 150 9,000 54,000 72,000 56 3,360 20,160 26,880 a 3 160318 200 150 9,000 54,000 72,000 75 4,500 27,000 36,000 2te for residential is.5 GPM per sq.ft. — _ — (1) One GPM per sq.ft,shown,recommended flow ra — - _ — — -- (2) C-imercial flow rate is a maximum of.375 GPM per sq.ft.of filter arca. o� zo 40 tao tza tan NOT! Actual system Flow will depend on plumbing size and other system components. Flow(9W) 2 1 C. Replacement Parts Item Part Number Description 3, 4 1 98209800 High Flow'manual air relief valve 2 190058 Pressure Gauge 3 178553 Lid,50,100 sq.ft.filter 4 178561 Lid,75,150,200 sq.ft.filter 5 59052900 Locking king assy. 6 87300400 Body 0-ring 5 7 59016200 Air Bleed Sock Kit 8 59053500 Center Core,50 sq.ft.filter 6 O 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 R173213 Cartridge Element,50 sq.ft.filter 8, 9, 10, 11 13 R173214 Cartridge Element,75 sq.ft.filter .: . . . 14 R173215 Cartridge Element,100 sq.ft.filter 15 R173216 Cartridge Element,150 sq.ft.filter 12, 13, 14, 15, 16 16 R173217 Cartridge Element,200 sq.ft.filter 17 178562 Bottom,50 sq.ft.filter 17, 18, 19, 20 18 178554 Bottom,75 sq.ft.filter 19 178563 Bottom,100 sq.ft.filter 21, 22 20 178560 Bottom,150,200 sq.ft.filter 21 86202000 Drain Cap Assy. 22 51005000 Drain Cap Gasket 25 23 39104500 Union Nut"C"Clip 26 ` 24 98212200 Union Nut 25 071426 Union 0-ring 26 79304600 Body,Swivel 24 23 U-3 SKIMMERS • SWIMOUIP'�' INGROUND SKIMMERS a '., Screw down lockable lid. • 1-1/2"/40mm or 2"/50mm slip or threaded ports. wF, Optional equalizer valve. •Compliant to AS1926.3 a # U-3 Skimmers feature a heavy-duty one-piece K construction with sturdy external ribbing for superior strength.Alt U-3 Skimmers are made � from high-strength ABS plastic. Nek=EAR Ordering Information Product Description Carton Dimensions pallet Qty' ton Wt. tmml fkgl U-3 Skimmer White w/White Lid&Frame,2 in.Slip with 08650-1404 1-1/2 in.Slip Reducers;Inc[.Float and Check Valve,Basket 390x26Ox495 26 4 09655-1404 Vinyl Skimmer-White;2 in.Slip with 1-1/2 in.Slip 390x26Ox495 26 4 Reducers Dimensions 384mm �270mm „mm J 12.7mm 222mm 489mm 190.Smm 152.4mm i i 3 254mm 717 7mm 298.4mm 495.3mm 260 3m--{ 225.4mm 1 —[12Jmm I i 158.7mm I 200mm 216mm I 146mm 489mm 273mm •All dimensions in mm. 320.6mm T's.zmm� t See page 182 for replacement parts. Bermuda Skimmer ► Pent-a Water Pool and Spa" Bermuda Skimmer Headtoss 7 y 4 O J 2 - 1 i ' +1- 1 t•r tr} .. � r �. 50 60 70 80 GPM - 1 .5 inch - - 2 inch Rev 02/19/2009 .K Main Drain Frame and Grate Pentair Water S StarGuard" Main Drains comply with provisions of the ANSIIASME ` Al 12.19.8-2007 standard and the Virginia Graeme Baker Pool and • New,Improved 8 in.Round ' Spa Sdfety Act. High quality StarGuard main drains are available in Main Drain white, black,gray,and dark gray as well as a variety of configurations Available in Multiple Colors to fit any residential inground pool or spa installation.Stat-Guard • Compliant with the Virginia XK main drains have an industry leading 15.35 square inches of open area Graeme Baker Act "N for water flow and allow flow rates up to 72 GPM at 1-1/2 ft./sec. i Fk ar 17wm rlGa tiz crC 0 fro-i Arp" Cloor-(OP-M) WAIL(GP/n) (Sr{,In) •d'7'� etc y�'itfyy.� ,+�-���r��ri3'l,;p .,r:+�nS*+:r. 'r�..4 vi,,` r, .R. `sa_{[,rtk� '� va- �rx"?�'x ..o+i.6ib .re�`}i�n ��',�';$ ' ,Y�tKr'a7r-S�: f: C+isUt�S�L!,`1tt .?t•G�,.r.e'g..'•�4?r.:T:Iv ff� ;LiS i�'{'.�:a. '.*s l..'r'qtS'•� ''rt"',"._>i�.'trd3�+�"' .i : 500108 8 in.StarGuard cover wllong ring(single),white 144 112 15.35 500100 8 in.Stat-Guard cover wllong ring(single).black 144 112 15.35 500101 8 in.StarGuard cover w/long ring(single),dark gray 144 112 15.35 a 500102 8 in.StarGuard cover w/long ring(single),gray 144 112 15.3S , T P 500140 8 in.StarGuard cover w/long ring(2 pack),white 144 112 15.35 ` 500141 8 in.StarGuard cover w/long ring(2 pack).black 144 112 15.35 500142 8 in.StarGuard cover wllong ring(2 pack)•dark gray 144 112 IS.35 500143 8 in.StarGuard cover wllong ring(2 pack),gray 144 112 15.35 p��r°3 #4.re a t C, t r a r a• res• dPv. ar1�,���•�1�►� :.3.�.:tk;.a,�.�.��::>�'?�-x��•�:.� ?•1�•ac��'�Ir 500103 8 in.StarGuard cover w/short ring(single),white 144 112 15.35 T; 1 500104 8 in.StarGuard cover w/short ring(single),black 144 112 15.35 500105 8 in.StarGuard cover w/short ring(single),dark gray 144 112 15.35 .,�rrt �r�;�i+)~'! 500106 8 in.StarGuard cover w/short ring(single),gray 144 112 15.35 ) 500144 8 in.StarGuard cover w/short ring(2 pack),white 144 112 15.35 500145 8 in.StarGuard cover w/short ring(2 pack),black 144 112 15.35 500146 8 in.StarGuard cover w/short ring(2 pack),dark gray 144 112 15.35 500147 8 in.StarGuard cover w/short ring(2 pack).gray 144 112 15.35 _ ay M=104-% MIS �o?rC/edNkY�^IMfi'�t---Yi:$+Rct'i+1t?Ki*�k+.b^'A.v��gµ,w T.*rX+ ,.c.,ii!rta.�'ArutiL •YNt`k*,ext.... 8 in.StarGuard drain wl 2 in.side&1-1/2 in.bottom ports x�)S00110 ABS sump w/ring&cover 144 112 15.35 (2 pack),white •m unmw.• 8 in.StarGuard drain wl 2 in.side&1-112 in.bottom ports 500111 ABS sump wiring&cover 144 112 I S.35 A (2 pack),black 8 in.Stat-Guard drain w/2 in.side&1-1/2 in,bottom ports 500113 ABS sump w/ring&cover 144 112 15.35 (2 pack)•dark gray 8 on.StarGuard drain wl 2 in.side&1-1/2 in,bottom ports 500114 ABS sump wiring&cover 144 112 15.35 (2 pack),gray �'{;t.�-r,t.rlCiY'W..... .a i �..,;•... r '. 4 r :rt _. .. :. _ -.' _ a : -•*4• 500115 8 in StarGuard drain wt 2 in.sidrr pot r ABS sump v,jrjnZ&r cover(2 pack).white 144 112 IS 3:) • nuuu,. 500116 8 n..StarGuard drain w'2 it, side port ABS sump w/ring 8 144 112 15.15 r cover(2 pack).black 8 in Star Guard drain wt 2 it).side port ABS sump wiring& r 500117 cover(2 pack).dark gray 144 112 15:35 k 500118 8 in.StarGuard drain w/2 in.side port ABS sump wiring& 144 112 15.35 F cover(2 pack).gray L:�X AQUA SHEER Part #GA01 ----- Stock Color: White Other colors: Tan, Gray, Black Clear sheet of water Standard Sizes Rate: 1 GPM per inch' 2', 3, 4', 5', 6', 7', 8' 4 75 Nozzle Options 125 625 i r e tz.. r► • t Standard Nozzle Sizes R2-feed 1 6", 9", 12" Inlet Fitting: Receives 2" pipe 25.- Standard Back Fed (1 / 8 ft) Alternate Bottom Fed (specify) Standard unit dimensi�n5 Bottom Fed (2 Inlets 1 5 ft.-8 ft) Custom Sizes Et Shapes are Unlimited. Contact GAWC for details. 4 i 1 �t. }r t �'•i 7 1 Custom Nozzles Available Radius cuts to temolate or your specification at factory on standard units. No Up Charge' CONCAVE CONVEX Compound Radius klailinu Addres.- 00mToll Free 888-683-0042 P.O. Box 5375 Spring Hill, FL 34611 00 Toll Free Fax 877-683-3442 Shih1)In addres;: he Email sates@aawcinc.com I,�'�� tial.cra Read! GreatAmerican www.gawcinc.com I lug- n. FI- 34667 Waterfall Company SHEER DESCENPRJECHNICAL INFORMATION Waterfall Height Specification Waterfalls naturally narrow as they fall.Waterfall height specifications forAeach Sheer Descent Waterfall unit are represented below. •� �• i A) Length of Sheer Descent Waterfall fixture. (ec��+ (c) B) Recommended waterfall height from the 3r I (') 1 lip of the Sheer Descent fixture to the w (E)J pool water surface. (p) (o) �, (o) (E) C) Width of the sheet of water at the pool (A) (A) water surface(when installed at the i6 -_• .-.--- - -- recommended height)mentioned in item B. D) Maximum waterfall height. 3r E) Width of sheet of water at the maximum waterfall height. 1 (c)a(E) •l 1� (C) (E) Water Flow Requirement Chart Hydraulic Guideline Chart Feet of Projection - Use minimum of 11/2" pipe. • Use minimum of 2 pipe for runs over 60 or 1 2 if Sheer Descent unit is over 5'. 3 • Dedicated plumbing lines are recommended. C: 0 c Maximum recommended flow (In U.S. Gallons) 0 0 2 /z1' " for 60 GPM 2" for 100 GPM U. 21/210 for 140 GPM 3" for 225 GPM 1 Typical pump performance at 50 feet of head '/2 HP = 26 GPM 3/4 HP = 58 GPM 7 8 91215 20 1 HP = 68 GPM Gallons per minute per foot 1'/2 HP = 93 GPM 2 HP = 106 GPM Guideline is for 1 ft. to 4 ft. models 3 HP = 140 GPM Pump Sizing and Installation Options One of the advantages of the Sheer Descent Waterfall is the ability to provide a continuous sheet of water with a minimum of water flow.A standard four foot model,for example,requires only 40 U.S.gallons per minute to operate.In order to size your pump properly,refer to the Water Flow Requirement Chart. In most cases,a properly sized standard swimming pool pump will operate the Sheer Descent Waterfall and filter the pool with little loss of total water turnover.As a general rule of thumb,the Sheer Descent Water- fall requires approximately 10 U.S.gallons per minute per foot with little head loss.For a more dramatic I I �W� J444 IIAWG PAGE 02 Head Loss Values for GAWC products ry CO (n C/") C 4� 0 0 a� o > > o o E a 0 o a `- - o o -r C � C n � U) � � � u, U) °- 0 o o o a ,09 03 42 .05 . 10 -03 0 ,09 ,03 ,09 .03 ,28 ,06 .46 . 12 06 0 .28 ,06 ,06 ,08 .46 , 14 ,62 ,28 -- , 14 0 ,46 , 14 . 14 118 .62 , 18 .70 ,36 , 18 0 .62 . 18 -- , 18 .24 n ,86 331 .98 .66 - ,33 0 .861 ,33 -- ,33 ,44 60r . 70 .46 13 .92 .46 0 , 70 .46 - .46 .60 72` 98 .62 - 1 .2 .62 0 .98 ,62 - ,62 ,82 84' 1 .4 ,87 1 , 7 - .87 0 1 .4 .87 - .67 1 .2 96" 1 ,7 1 , 1 - 2.2 1 . 1 0 1 , 7 1 . 1 - 1 , 1 1 ,5 Values are in feet of head using the correct flow rate for each type of water fall unit. AI.So using the recommended size pipe for that flow rate. 1 1l2" pipe for g.p,m. 1 -48 2" pipe for g,p,m. 49- 100 s_Ujljr City of Atlantic Beach S Jj` � Building Department APPLICATION NUMBER (To be assigned by the Building Department.) y .i � � 800 Seminole Road OV �O s� Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 _0;W9 E-mail: building-dept@coab.us Date routed: Z� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 16�'Jl �j� D tment review required Ye No �� Woo Bannidin Applicant: Q� Q� anning &Zoni ministrator Project: _—iuf5 A) /00 rAIA moo G ublic Works u lic Utilitie u Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified B Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: roved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: Date: TREE ADMIN. Second Review: QApproved as revised. ❑Den" d. 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 Lv; City of Atlantic Beach APPLICATION NUMBER , �� Building Department (To be assigned by the Building Department.) ` 800 Seminole Road 20 OZ;0 j Atlantic Beach, Florida 32233-5445 y Phone(904)247-5826 • Fax(904)247-5845 zf E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: �(Y(Y j (,�t,e� 1 ti D tment review required Yes No ,p' Buildin Applicant: T�D�u�QJ , /3U��J ry4 fJ anning &Zo_n_(iDS ,( mmistrator Project: m/i 1 n�re AIA �00 o� ublic Works u lic Utilitie u Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. []Denied. (Circle one.) Comments: Pl GGSG LG Ft-/G r& 44c,A et TGnGG 44 1cc-r4 7 t� BUILDING 4r,I I i f rel u i r6d h(-�*-C 44e, G 0Ae JC4,UJA o-� ' 4e P oaJ, PLANNING &ZONING Reviewed by: Date: S-12 11 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 Yr�Ly;J� City of Atlantic Beach + APPLICATION NUMBER t.) Building Department � Ij j� (To be assigned by the B,uQildingDDepartmen ` 800 Seminole Road MAY Atlantic Beach, Florida 32233-5445 1� Phone(904)247-5826 • Fax(904f4*1,-5845 Date routed: Z� r o tib'' E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: lC!/(/ �/l/�Q►�i� D tment review required Yes No BuildinApplicant: 1" !�F-1 CG QJ 6AY-64 T00/� anning &Zoni ministrator Project: Ill j' Jl 00 �, Au MlicUtilitgie����� u afety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required 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. *- enied. (Circle one.) Comments: C� BUILDING PLANNING &ZONING Reviewed by: TREE ADMIN. Second Review: Approved as revised. []Denied. PUBLIC WORKS Comments: coo i 1-1i PUBLIC UTILITIES Reviewed by: Date: PUBLIC SAFETY FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 i�Lv;��� City of Atlantic Beach APPLICATION NUMBER Building Department �Iv (To be assigned by the Building Department.) r c 800 Seminole Road Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-58 E-mail: building-dept@coab.us Date routed: z� City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: (� �(,�,�� lie D tment review required Yes No Buildin Applicant: anning &Zone ministrator Project: / lc� !n�rau�Q dao Gublic Works u lic Utilitie u Safety Fire Services ::p Review fee $ Dept Signature i 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. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: 6P.111 Date;'k� TREE ADMIN. Second Review: []Approved as revised. ❑Denied. t IC WO S Comments: C UTILITIE PUBLIC SAFE Reviewed by: Date: FIRE SERVICES Third Review: []Approved as revised. ❑Denied. Comments: Reviewed by: Date: Revised 05/14/09 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J v ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Application Number . . . . . 14-00000838 Date 6/12/14 Property Address . . . . . . 1667 W PARK TER Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 41752 ---------------------------------------------------------- Application desc NEW POOL --------------------------------------------------------- Owner Contractor - ------------------------ ----------------------- SEXTON, JENNIFER M & BRIAN FLORIDA BONDED POOLS 1667 W PARK TER W 8608 BEACH BLVD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32216 (904) 641-5265 ------------------------------------------------------- Permit . . . . . . ELECTRICAL PERMIT Additional desc . . Sub Contractor . . DAVID PRUETTES ELECTRICAL SVC. Permit Fee 95 . 00 Plan Check Fee . 00 Issue Date . . . . Valuation . . . . 0 Expiration Date . . 12/09/14 ------------------------------------------------------ Special Notes and Comments If on-site storage is required, a post construction topographic survey documenting proper construction will be required. Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities . Contact Public Works (247-5834) for Erosion and Sediment Control Inspection prior to start of construction. Pool-Wellpoint (if used) must discharge into vegetated ares 10" minimum from street or drainage feature (swale, structure or lagoon) . 2010 FLORIDA BUILDING CODE, 2008 NATIONAL ELECTRIC CODE REQUIRED INSPECTIONS : *POOL STEEL *ELECTRICAL GROUNDING AND BONDING *FINAL (PUMPS MUST BE RUNNING FOR FINAL) SWIMMING POOL SAFETY INSPECTION REQUIRED ------------------------------ Other Fees . _ STATE ELEC DCA SURCHARGE 2 . 00 STATE ELEC DBPR SURCHARGE 2 . 00 ------------------------------------------------ Fee summary Charged Paid Credited Due - PERMIT IS APPRIOVEIf ONLN-IP AVC6RDAR47CWIfFI ALT, CITY (TF ATLANTIC BEACH ORDINANCES AND THE FEORIDA BUILDING CODES. CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 Page 2 Application Number . . . . . 14-00000838 Date 6/12/14 Permit Fee Total 95 . 00 95 . 00 . 00 . 00 Plan Check Total . 00 . 00 . 00 . 00 Other Fee Total 4 . 00 4 . 00 . 00 . 00 Grand Total 99 . 00 99 . 00 . 00 . 00 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. ELECTRICAL PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Rd, Atlantic Beach, FL 32233 ll "� Ph(904)247-5826 Fax (904) 247-5845 Q' JOB ADDRESS: Glrk j,j/GSf- PERMIT# - 3v JEA INFORMATION REQUIRED ON ALL PERMITS AMPS VOLTS PHASE VALUE OF WORK S NEW SERVICE ❑ Overhead ❑ Underground ❑T Underground up Pole .-Residential(Main)Service ❑0-100 amps D 101-150amps 151-200amps ❑ amps #of Meters 'L�Commercial(Main)Service 17,0-100 amps 101-150amps 151-200amps amps ❑CT Service amps Conductor Type Size Multi-Family(Main)Service 0-100 amps i=�101-150amps 151-200amps C amps #of Unit Meters ❑Temporary Pole amps SERVICE UPGRADE "L.1-amps } CT Service amps NEW FEEDER(ADDITIONS,ACCESSORY STRUCTURES,ETC.) 100 amps C-150amps 200amps amps -CT 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: O LECTRICAL PROJECTS Vwimming Pool Sign ❑Smoke Detectors_Qty C Transformers KVA -'Motors hp FIRE ALARM SYSTEM (Requires 3 sets of plans) Qty volts/amps VALUE OF WORK$ REPAIRSI IISCELLANEOUS -j Replace Burnt/Damaged Meter Can C'Safety Inspection E Panel Change i OH to UG .;Other: 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 Name 15e 7L--k` Phone Number Electrical Company �Y�Ir�Jt,c%� �>� �5 e S-:T� Office Phone - )- Fax Co. Address: �� t Rf7d - ''° City 0�l/l �r� State - ZipJ? State Gertification/Registration# L� License Holder(Print): Notarized Signature of License.Holder KAREN EWING Sworn and subscribed before a 's day of 20 MISSION A E ' • MY COM E17422918 . Signature of Notary Public . . �r�EVIRES MaY Z1 ..*►