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Permit Pool 370 Garden Lane 2010 l'4 s u �} CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD -' ATLANTIC BEACH,FL 32233 INSPECTION PHONE LINE 247-5826 Application Number . . . . . 10-00001211 Date 10/13/10 Property Address . . . . . . 370 GARDEN LN Application type description SWIMMING POOL/SPA Property Zoning . . . . . . . TO BE UPDATED Application valuation . . . . 46000 ---------------------------------------------------------------------------- Application desc new pool ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ GRANDY, FRANCES CLIFT & CO POOLS & SPAS 370 GARDEN LANE 7000 ATLANTIC BOULEVARD ATLANTIC BEACH FL 32233 JACKSONVILLE FL 32211 (904) 855-0019 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT Additional desc . . Permit Fee . . . . 280 . 00 Plan Check Fee 140 . 00 Issue Date . . . . Valuation . . . . 46000 Expiration Date . . 4/11/11 ---------------------------------------------------------------------------- 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) Wellpoint (if used) must discharge into vegetated area 10 ' minimum from street or drainage feature (swale, structure or lagoon) . ---------------------------------------------------------------------------- Other Fees . . . . . . . . . STATE DCA SURCHARGE 12 . 60 ENG REV PRE APP > 3 HRS 25 . 00 STATE DBPR SURCHARGE 4 . 20 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 280 . 00 280 . 00 . 00 . 00 Plan Check Total 140 . 00 140 . 00 . 00 . 00 Other Fee Total 41 . 80 41 . 80 . 00 . 00 Grand Total 461 . 80 461 . 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 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax (904) 247-5845 Job Address: 310 61 aw-clPn Lan 6 Permit Number: /O— Legal Description I. ,jq+ ID Sc l Jc� 6c=r-ci,cn Parcel# 1?Z.0 41-- Floor Area ot Sq.Ft. Sq.11t Valuation of Work$ Proposed Work heated/cooled non-heated/cooled Class of Work(circle one): New Addition Alteration Repair Move Demolition pool/spa window/door Use of existing/proposed structure(s)(circle one): Commercial esident' If an existing structure,is a fire sprinkler system installed? (Circle one): es No 71� Florida Product Approval#For multiple products use product approva ormDescribe in detail the type of work to be performed: —TJ-) cckt4�c Property Owner Information: Name: Ffnir"CeS 6ranct Address: 32C,' GOV Ct e'n L-h City State�tZip ;.3ZZ3:3 Phone (3y4) 214'7- '7c78$ E-Mail or Fax#(Optional)_Rogi ?&r-i Gc Y Contractor Information: Company Name: CAi 4-Q,- N61s +S, s _—InC Qualifying Agent: E.t'1 c Nf,0►-9+ Address: ''7000 AiAorzb'C ia-wd City - 3"Z211 Office Phone �;O.1� M--OD 15 Job Site/Contact Number Gi � CE State Certification/Registration# CPC_U S;C., 3 " Architect Name&Phone# CITY OF ATLANTIC Engineer's Name&Phone# ° SEE PERMITS FOR ADDITIONAL Fee Simple Title Holder Name and Add REOUMIREMENTS AND CONDITIONS. Bonding Company Name and Addr " ` Mortgage Lender Name and Addres' Application is hereby made to obtain a permit o e w, idg l a ions as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be pe m r Bete standards of all laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6) qt ifconstruction or work is suspended or abandoned for a_period of six(6)months at any time after work is commenced. I understand that separatekpgrrfiits must be secured for Electrical Work,Plumbing,Signs, Wells,Pools, Furnaces,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. I hereb 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 type ojywork will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. ASignature of Owner 64(-7 Signature of Contractor Print Name y C.'.hc !s........... - rCa� Print Name .., l Enc1... .. .: ..................................................... Swor„p to and subscribed before mei Sworn o and subscribed before me t is Day of J�-ip �r�vY 201 this Day ofo 20 ...�...N S.....� c...�" ,,,,,'",•,•.,• HEATHER D.CL1FT rti�s' "• JOHNS.HUL otary Public `" `'� EXPIRES:March 14,2012 No ary Public ii= EXPIRES:April 19,2012 Bonded thru Notary Public Underwritersd'f�thc ed Th!u ry bl' U r Jere yw""iTi.rrww� 3 Deck Jets Return Line 5� 3° / 3.5' Deep White Light Placement Skimmer a 6' Deep Tanning Ledge 1 2'�--► Return Line F+ V N'1 Fr I Pool Equipment O 0 CUSTOMER INFORMATION I have reviewed and I give my approval to NAME:Frances Grandy CREATING A LESS STRESSFUL LIFESTYLE proceed with the construction of this project. CLIFT ADDRESS:370 Garden Ln F CITY:Atlantic Beach STATE:FL COMPANY PHONE:247-7988 ZIP:32233 E WORK: V CELL: F X F Customer Date f 1 GENERAL DESIGN REQUIREMENTS: -Slides shall meet the manufacturer's installation requirements. -Entry/Exit required at the shallow end&at the deep end if over 5'deep.Acceptable are stairs(10" minimum tread with 240 square inch min.area 12"max riser with intermediate treads&risers uniform). Ladders underwater seats &swim outs will be max.20 Inches below water. -Circulation systems components&equipment shall comply with NSF 50. -The maximum turnover rate is 12 hours. -Filters shall have an air release and pressure gauge. -Pumps 3 hp&less shall meet ANSI/UL 1081 corrosion resistant with strainer&meet the required flow. -Surface skimmers shall meet NSF 50&there shall be one for every 800 sqft of surface area. -Return inlets shall be a minimum of one for every 600 sgft.of surface area. -Heater shall meet ANSIZ21.56 or UL 1261 or UL 559. -Disinfectant equipment shall comply with NSF 50. -Pressure test piping at 15 psi for 30 minutes or meet local code if greater. Special Spa Requirements -Maximum water depth =4 feet&Maximum seat depth = 28 inches -Floor Slope 1:12 Return Line Steps:min.tread 10"x 12",7"minimum riser with 12"maximum riser except the bottom step may be 14" if it is the seat. -Intermitently it shall have 1 hour turnover.If continuous,a 6 hour turnover. -Maximum temperature to be 104 degrees. 4-6121% y -Meet ANSI/NSPI Article XVII,safety instruction/safety signs. Main Drain Placement -Pressure test piping at 25 psi for 30 minutes or meet local code if greater. White Li ht Placement Electrical Requirements i g -Wiring and bonding&all electrical to NEC Art.580 or Local Code -No outlet or overhead power within 10'if within 15'protect by GFI. Cleaner Line -Transformers min 10'from pool,8"above water,J box 4'from pool brass to J box or transformer which ever is first except where PVC is approved. Return Line Florida BuildingCode 424-2 The pool contractor is responsible for furnishing all detail design requirements for each individual pool in accordance with the Florida Building Code,&all construction shall meet all appicable codes including plumbing,electrical and gas. Piping shall be sch.40 PVC,NSFpw,Max.pressure velocity 10 FPS suction 6 FPS. The pool plan shall show the design plumbing as per the sample with the information required shown.Main Drain plumbing shall be two drains seperated by 3'with approved ANSI/ASNE A112.29.8M covers. As an alternate,the approved drains may be placed on different plains. The two drains shall have a_common suction line. Suction grates may be used if approved at a maximum of 1.5 FPS&the suction piping is recessed from the grate the distance equal to the suction pump size In addition a safety , vacuum release system must be installed.This ma consist of an air release system The vent pipe shall be Scale 1/8"=1' —1 tied to the main drain lines,sized the same as the main drain suction line&brought back to the filter location,elbowed up and over with a grate for protection&labeled"Safety Vent". As an alternate the Safety Vacuum Release System(SVRS)may be an approved valve meeting IAPMU IGC 160 2001a. Skimmers do not require protection&may be designed for 30 GPM suction. The following shall be labeled with red label marker tape at the filter location: pipes valves "Safety Vent"or"Safety Device"N.pump(s) Off switch.Main Drain covers will comply with ANSI/APSP-7 suction entrapment avoidance standard It has been certified that these design requirments are compliant with the Florida 2007 Building Code 424-2,ANSI/APSP 2007,standard for permanantly installed Spas&ANSI/NSPI 7 2007 standard for residential in-ground swimming pools. NotesPool Specifications Spa Specifications Additional Specifications Additional■ 14' 10'X16' -ength: N A Gas Tank By: NI Vented By: N/A 4: 3.5'to 6' Nidth:_ — Electrical By: Clift&Co. DOORS AND WINDOWS TO Pieter: 114 Ln Ft Depth: Timer: IntermaticTime Clock&Switches aping: Pieces Coping: 10 control pumps&lights POOL AREA TO BE ALARMED TO CODE. ';ck SgFt:661 Sq Ft ✓ertical Material:^ Skimmer(s): 1 Size 2" Interior Material: Main Drains: 2 Size 2" )ter Features: 3 ec Jets Return Lines: 4-wall Returns Yard around Pool Area will be ater: N/A Water Feature: Stnd-Lighting: Pool:2 White Lights Fenced to Code. mp Size: 1.5 Pentair Whisper Flow —� Chlorinator; Pentair Salt Yes IC-40 Pump Size; - Deck By: Clift&Co. All barrier codes WIII be met. ter Type; 150 sq.ft.Clean&Clear Heater; of Surface: 506 sg.ft. Deck Drainage:Away from Pool w In roducingeee Drains NewStarGuard t7airt cf'r, ins cc�r�rply "with pr�:rvisi�rr�s The new Pentair Water Pool and Spa,Inc., (if the ANSIJASME A 112,19 8•-2007 standard ami tht- StarGuard main drains have an industry leading 15.35 square Virginia Gr aerr)e Baker Pcf:.,l and Spa Safety A<t. 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 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.) 500108 a"slaiGuald Covel %A6111 Low Rinq while (Slllqle� 500100 8"StarGuard Cover with Long Ring-Black (Single) 07.63 500101 8"StarGuard Cover with Long Ring-Dark Gray (Single) 500102 8"StarGuard Cover with Long Ring-Gray (Single) orrr►►ier `, 500140 8"StarGuard Cover with Long Ring-White (2 Pack) i 4 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 Short Ring-white 500104 8"StarGuard Cover with Short Ring-Black (Single) 0 500105 8"StarGuard Cover with Short Ring-Dark Gray (Single) 500106 8"StarGuard Cover with Short Ring-Gray (single) , °g C3t_ s°�°' .r. 500144 8"StarGuard Cover with Short Ring-White (2 Pack) _ --� oQ 500145 8"StarGuard Cover with Short Ring-Black (2 Pacl<) 500146 8"StarGuard Cover with Short Ring-Dark Gray (2 Pack) — ---- 500147 8"StarGuard Cover with Short Ring-Gray (2 Pack) Bart Flow Rate Flow Rate Open Area Number Description Floor(GPM) Wall(GPM) (sq.in.) 500 110 , i, 81 15-35 Ports 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) '40 4114"Oh 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.) 5 5 106 81 15.35 00115 8"StarGuard Drain vvith 2"Side Port ABS Surnp with Ring and Cover White (2 Pack) 500116 8"StarGuard Drain with 2"Side Port 0— 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 8"StarGuard Drain with Dim ABS Sump and Cover-White 12"Bottom Ports (2 Pack) 79 75 1535 500121 8"StarGuard Drain with Dual 2"Bottom Ports m ABS Sump and Cover-Black (2 Pack) 500122 8"StarGuard Drain with Dual 2"Bottom Ports ABS Sw _np and Cover-Dark Gray (2 Pack) t 500123 8"StarGuard Drain with Dual 2"Bottom Ports ABS Sump and Cover-Gray (2 Pack) Part Number Description Flow Rate Flow Rate Open Area 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 (2 Pack) Wa'r n i ngs & 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 frarne.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 SafetyTips exists,a safety vacuum release system (SVRS) such as the P Pentair IntelliFlo®VS+SVRS 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 appropriateVC313 2008 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 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). S-ifety Tips Cont. Single-and two-drain systems that fail to meet the above 6J t' 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 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 All public pools,spas and wading pools must comply with system flow. theVirginia Graeme Baker Act.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 theANSI/ 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.apsp.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,frarnes 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 FenWr Water drains connect to the pump,or 2) multiple drains or Pool and Spa- Suction outlets are at least three (3) feet apart:,or 3) there is a single"unbloc.kable" drain. An unblockable drain includes a sump under the cover that is larger-than 800.83 1.7133 18 inches by 23 inches,or a channel type drain with a www:pentairpool.com diagonal open area of at least 29 inches. www.staritepool.com 3/09 Part#PI-092 ©2009 Copyright Pentair Water Pool and Spa,Inc.All rights reserved. B. Pump Curves W 1ao WhisperFlo W 140WhisperFlo Q 120 Full-RatedQ 120 Full-Rated 3 Characteristic Curve 3 Characteristic Curve LL a 60 Cycle-1 Phase 0 0 60 Cycle-t Phase 1 3450 RPM t— 100 3450 RPM I—W W W W W z i 80 3450 RPM W FE-12 _ hp = U V Z WFE-6 ZIWFDS-6 13/16h FDS-9 p a WFE•4. 1.S-6 p WFDS-6 2hp .j20 5h WFE-3 ihp a 20DS-6 t 1/2hp 76 hp ►- � o � o 0 20 40 60 6o 100 120 140 160 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. '� 0/111 n7i inn 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.l 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 ,,, ._... _ __.._..__ __ _.._......______...._.._._._ ._..__. ._.. ___.._ 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 ,,° -- ..-.---- --- .-- •----- -.- -- - ------•--•- ---- 160316 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 160317 15 9,000 54.0001 72,000 56 3,360 20160 26M °.5 ----- - - -- --- ••- --•--- --- ---•--• - 160318 1 200 1501 9,0001 54,000 1 72,000 1 75 1 4,500 27,000 36,000 °.° ° :° '° '° '° `° '° `° '° '°° "° "° "° '°° q s \(1\ Recommended flow rate for residential is.5 GPM per .ft. Flow Rate(OPM) 1 P (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 ---0- 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 17, 18, 19, 20 18 178554 Bottom,75 sq,ft.filter 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 FA10i ® I O 26 79304600Body, Swivel 24 23 Rev. B 4-30-01 7 P/N 178556 #�f IDH Calculation o�tlo Total Head In Feel Conversion Chart or each pimp Inches Mercury (Vacuum Gauge) Check one. 0 2 1 i 6 8 10 12 14 1 16 1 18 Simo)fied Total Dynamic Head (S1DH) 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15,8 um I 20.3 Complete S-DH VyDrkshee? .- Fill in ail blanks. t 23 4.6 6.9 9.1 11.4 13.6 1s.9 19.1 20.4 227 P 2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 227 25.0 Totel Cynomic heo� ITDHI 3 6.9 9.2 11.5 13.7 16.0 18.2 los 22,8 25.0 273 Com 'eEe Proram or otF.dr co.cs. ;::-ill in re aired 4 9.2 Its 13.9 16.0 18.3 los2-24 25.1 27.3 29.6 P S q 5 11.5 13.8 16.1 18.3 20.6 229 25.1 27.4 29.6 31.9 blonks an worksheet & atllcch calculaticns, 6 13.9 16.1 18.4 20.6 22.9 25.2 77.4 29.7 319 342 Maximum JFTGW Copocity 7 16.2 18.4 203 23.0 25.21 27.5 29.7 1 32.0 34.3 36_s - of the new or replocemen( pump. 8 18.5 20.7 23.0 25.3 27.5 1 29.8 32.0 1 34.3 36.6. 38.8 9 20.8 23.1 25.3 27.6 29.8 321 343 36,6 38.9 41.1 10 23.1 25.4 27,6 29.9 32.1 34.4 36.7 389 412 43.4 11 25.4 1 27.7 29.9 322 34.5 36.7 39.0 41.2 43.5 1 45.8 12 27.7 T30.0 322 34.5 36,8 39.0 413 43.5 45.9 48.1 13 30.0 323- 34.6 36.8 39.1 41.3 43.6 45.9 1 48.1 1 50.4 14 323 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 If a vorlable speed pump is used, use the max. CD 15 34.6 36.9 39.2 41.4 433 45.9 482 50.5 527 55.0 pump flow in calculations. CD 16 37.0 39.2 41.5 43.7146.048.3 50.5 52.8• 55.0 57.3 � 17 39.3 41.5 43.8 46.15D.6 528 55.1 57.4 59.6 For side wall drains, use opproprlate side wall drain 18 41.6 43.8 4&.1 48.452.9 55.1 57.4 59.7 61.9 flow as published by manufacturer. 19 43.9 46.2 48.4 50.755.2 57,4 59,7 620 64.2 20 46.2 48.5 50.7 53.057.5 1 59.8 1 62.0 64.3 66.5 In-Floor suction outlet cover/grate must conform to U5 21 45S 50.8 stu 59.0 621 643 66.6 68.9 2Z 50 8 53.1 62.1 64.4 66.6 68.9 71.2 most recent edition Of ASME�ANSI A112.19.8 and be 23 53.1 55,4 64.4 66.7 69A 712 73.5embossed with that edition approval_ 24 55,4 57.7 66.7 69.0 71.3 73.5 75.8 Pl,mp & Filter make, model and location con not 25 57.8 60.0 623 64.5 66.9 69.1 713 73.6 75.8 78.1 26 60.1 623 54.6 66.8 59.1 71.4 73.6 75.9 78.1 M4 change without submitting a revised plans and TDH 27 624 s4s 56.9 69.2 71.4 73.7 75.9 78.2 80S 82.7 worksheet. 28 64.7 66.9 69.2 7171 73.7 76.0 782 B0.5 828 85.0 29 67.0 69.3 71,5 73.9 1 76.0 78.3 80.5 828 85.1 873 30 69.3 71.6 73.8 76,1 78.3 80.6 829 85.1 1 87.4 89.6 31 71.6 73.9 76,1 7&4 80.7 829 852 1 87.4 89.7 920 32 73.9 76.2 78.4 80.7 83,0 85.2 1 975 1 89.7 t 920 943 33 76.2 78.5 1 B0.7 83.0 85.3 87..5 1 89.8 1 92.0 1 94.3 96.6 __378.5 .80.8 83.1 853 87.6 89.8 1 921 1 94.4 1 96.6 98.9 35 80.9 B3,1 85.4 87.6 69.9. 9262 t 94.4 1 96.7 t 98.9 Ll012 NOTE FIELD TDH MUST BE EQUAL TO OR HIGHER THAN 1-HE CALCULATED TDH, id Fddon Lo le 40 PVC PipeO."' Yela6 - Feet Per econd 6 fps 8 f a 10 fps 16 gprn 0.14 21 m 0.23' 26 m 0.35' The following cut sheets are included. 37 m 0.08' 50 m 0.14' 62 0.21' 62 qpm 0.06 82 m 0.10' 103 qpm 0.16' ------- 88 -88 m 0.05' 117 qpm 0.09' 146 qPM 0,13' Pump =Heater 138 qPM 0.04' 181 m 0.07' 227 9PM 0,10' ?34 qpm 0.03 313 m 0,05' 392 m 0.07' Ilter ®Thearphy Jets 334 g m 0.02' 712 22m 0.03' ®Main Drains Water Falls ®Other y 0 L�_ Swimming Pool Specification For: 0al< 0 c on ,gno arc Cort cl=s Printed Nome Conl-oclars Ceri. No. Lar.ro;ors 'Plop on> ANSI/ASP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified To'lal Dynamic dead (TDH) Calculation Worksheel Determine Maximum System Flow Rate Minimum.t•low Rate Required: 35 gpm Per Skimmer 1. Calculate Pool Volume: 50(o 7.48 (gal./cubic foot) (Su i. Area) (Avg. hph _ (Vol n gal.) 2. Determine preferred Turnover Time in hours: J t x 60 (min. / hr.) = -1 3. Determine Max Flow RateJ (Hours) (Tvmover to min) _ 1!d/ 2 CCS = �1D� + = Z,O (Vol rn gol.) (Tuma.er dins.) (Pool Flow Rote) (Feature Flow Rate) (System Flow Role) 4. Spa xgpm per jet = glow rate. (No of Jets) (Jet Flow) (Total Jet flow Rate) (For single pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for r the pool & spo) Determine Pipe Sizes; �y Branch Piping to be 2 • inch to keep velocity @ 6 fps max. at gpm Maximum System Flow Rate. Trunk Piping to be 2- inch to keep velocity @ 8 fps max. at ';o?r "7— _ gpm Maximum System Flow Rate. Return Piping to be inch to keep velocity ® 10 fps max. at L5 .3 gpm Maximum System Flow Rate. Determine Sim Iified TDH' 3n 1. Distance from pool to pump in deet: 2. Friction loss (in suction pipe) in L- inch pipe per 1 ft. 0 9prn = )i (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in inch pipe per 1 ft. @ J �! _gpm - 1 (from pipe flow/friction loss chart) 4. 3 a> x - 1 = `3,O (Length of Suct. Pipe) (Ft of head/l H of Pipe) (TDH Su t. P-e) x �, ?f � (Length'of Return Pipe) (Ft of head/l ft of Pipe) (TDH Return Pipe) -7, 0S I nW t. TDH in Piping: �, I. S�Schhe--d' Filter loss in TDH (from filter data sheet): _ Pie Sie Heater loss in TDH (from heater data sheet): —'f! 1` q9 1.5 Total all other loss: 2• 2.5` Total Simplified TDH: 3` 4' Selected Pump and Main Drain Cover s' Pump selection Yc P -`susinlng pump curve for Simplified TDH & System Flow Rate Pump model and site in Horsepower) ;_ y 6'OfSb Main Drain Cover , e, 'SIt,,,.J_ -1,(System Flow Rate must not exceed approved cover flow rate) (Make and Mo del) Notes: Minimum system flow based on min. flow per skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets type of cover 0 0 Dual Main Drains ® suctions outlets @ EZN�pm max.flow l @ it-1uii1 iviain_ Drains suction outlets gpm max.flow Channel Drain channel drain @ gpm w/ =orts r 4 Creating a Less Stressful Lifes ylel C NY Phone: (904) 855-0019 Fax: (904) 855-0698 Atlantic Beach Building Permit Frances Grandy Residence 370 Garden Lane Atlantic Beach, F132233 October 4, 2010 Construction Site Management Plan 1) Decking: See site survey. 2) Grading and Drainage: See site survey. 3) Parking will be in homeowners 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. ry 1 1 311 CIO .. Ul CUSTOMER INFORMATION w 1 1 I Le I have reviewed and I give my approval to NAME:Jan Alley _ WI r CREATIMrj A LESS STRESSFUL LIFESTYLE proceed with the construction of this project. LIFT ADDRESS:700 2nd St = De Pe CITY:Neptune Beach STATE:FL Cc COMPANYPHONE:8536501 ZIP:32266 De i ;fA WORK: Wi CELL:463-1723 He X Pu. Customer Date JOB#:1741914010 Fila Po Lot Coverage: Total Lot 6184Sq Ft House 2006 Sq Ft Driveway/sidewalk: 961 Sq Ft Pool Deck: 661 Sq Ft Total impervious coverage: 3628 Sq Ft Impervious Percentage: 58.6% (Allowed per Variance) Pool 536 Sq Ft SpecificationsPool Specifications Spa Specifications Additional , - - 3th: 29' ength: N/A Gas Tank By: Others the 11' Vented By: N/A the 3.5'to 5' Nidth: Electrical By: Clift&Co, DOORS AND WINDOWS TO meter:80 Ln Ft Depth: Timer: IntermaticTime Clock&Switches POOL AREA TO BE ALARMED TO ing`. 272 Pieces Coping: to control pumps&lights CODE. k SgFt: 778 sq.ft.inc.Lanai ✓ertical Material: Skimmer(s): 1 Size 2" :er Features- Main Drains: 2 Size 2"Interior Material: Return Lines: 3 Wall Returns Yard around Pool Area will be iter: N/A Water Feature: Stnd-Lighting: Pool: 1 White Light Fenced to Code. ip Size: 1.0 Pentair Whisper Flow Chlorinator: Pentair Salt Yes IC-20 Pump Size: Deck By: Clift&Co. All barrier codes will be met. _ �r Type: 100 sg.ft.Clean&Clear Heater: Deck Drainage: Away from Pool I Surface:320 sq.ft. City of Atlantic Beach APPLICATION NUMBER s Building Department (To be assigned by the Building Department.) `0 800 Seminole Road //i ,Z j0 Atlantic Beach, Florida 32233-5445 /U Phone(904)247-5826 • Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: 4// d City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: C�e ��� Depadment review required Yes No Applicant: Azz Plannin &Zoning Tree Administrator Project: /Y DGG L P s Public Utilities Public Safety Fire Services atu 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: ILDING PLANNING &ZONING Reviewed by: �� Date:_/0_q_/0 i TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑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 Sy�f, City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road e1) , 1211 Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845 x`J 3 E-mail: building-dept@coab.us Date routed: Id ZVZId City web-site: http://vmw.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7� �� ��� 1r�r✓`� Department review required Yes No Planning &_Zoning Applicant: Tree Administrator Project: /1� 17G1 L Public s Public Utilities Public Safety Fire Services Review#ee'$ 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: pproved. ❑Denied. (Circle one.) Comments: BUILDING P Reviewed by: Date: 149 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 APPLICATION NUMBER rjS ,J•t Building Department (To be assigned by the Building Department.) It 800 Seminole Road //y 1211 _ �r Atlantic Beach, Florida 32233-54 Iota Phone(904)247-5826 Fax(9 - 45 Jjilt E-mail: building-dept@coab.us Date routed: Id City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 7� Cep �� 1, � De arWent review required Yes No Applicant: Ai /h � Planning &_Zoning / Tree Administrator Project: /Yf�J D06 L.. Puhu�vont s Public Utilities Public Safety Fire Services i nature 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. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b • � Date: TREE ADMIN. Second Review: ❑Approved as revised. ❑Denied. P OETY Comments: PUBL Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. []Denied. Comments: Reviewed by: Date: Revised 05/14/09 S!.=Lir Cit of Atlantic Beach [�1 APPLICATION NUMBER �s Building Department i �,. To be assigned b the Building Department.) , ( 9 Y 9 800 Seminole Road / j � Atlantic Beach, Florida 32233-5445 �� 1211 Phone(904)247-5826 • Fax(904)247-5 ��' E-mail: buildin de t coab.us �f Date routed: 0,31 9- p @ '��. jf City web-site: http://www.coab.us APPLICATION REVIEW AND ACKING FORM Property Address: 7� C/4� J���t ��n/L Department review re uired Yes No Applicant: zzi o) dPlannin &Zoning Tree Administrator Project: Do,,;L Cubo War s . Public Utilities Public Safety Fire Services Rev�evu fees$ n � z�" Dept'Slgnature� 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: A/pproved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed by: � Date: lon/ho TREE ADMIN. 19 Second Review: A roved as revised. ❑ pp ❑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