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588 COASTAL OAK LN - SWIMMING POOL , 0 L�117 J',. `6s ' '. CITY OF ATLANTIC BEACH : v� �� 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 '"!.o;3 > INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL17-0022 Description: SWIMMING POOL Estimated Value: 45000 Issue Date: 12/29/2017 Expiration Date: 6/27/2018 PROPERTY ADDRESS: Address: 588 COASTAL OAK LN RE Number: 169505 2025 PROPERTY OWNER: Name: DAMICO LISA ANN Address: 13826 HARBOR CREEK PL JACKSONVILLE, FL 32224-6895 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: KERRY MARTIN POOL BUILDERS INC Address: 9740 SAN JOSE BLVD QA KERRY JAY MARTIN JACKSONVILLE, FL 32257 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. * A notice of Commencement is only required for work exceeding an estimated value of $2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. S `1r Permit Conditions Immo °IOW- City of Atlantic Beach >� Permit Number: POOL17-0022 Description: SWIMMING POOL Applied: 10/27/2017 Approved: 11/3/2017 Site Address: 588 COASTAL OAK LN Issued: 12/29/2017 Finaled: City,State Zip Code:ATLANTIC BEACH, FL 32233 Status: ISSUED Applicant:<NONE> Parent Permit: Owner: DAMICO LISA ANN Parent Project: Contractor: <NONE> Details: LIST OF CONDITIONS SEQ NO ADDED DATE REQUIRED DATE SATISFY DATE TYPE STATUS DEPARTMENT CONTACT REMARKS 1 10/31/2017 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(247- 15814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 10/31/2017 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 10/31/2017 POOL WELLPOINT INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Pool Wellpoint(if used) must discharge into vegetated area 10 minimum from street or drainage feature(swale,structure or lagoon). A separate Pool Permit is required. 4 10/31/2017 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services). Container cannot be placed on City right-of-way. 5 10/31/2017 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. • Printed: Friday, 29 December, 2017 1 of 2 0- Permit Conditions City of Atlantic Beach r1 9• 6 10/31/2017 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. Printed: Friday,29 December, 2017 2 of 2 •* ;SLvf_ City of Atlantic Beach APPLICATION NUMBER �S Building Department (To be�ssigned by the Building Department.) 800 Seminole Roado ff //�� ;r Atlantic Beach, Florida 32233-5445 0� I _ V Phone (904)247-5826 • Fax(904) 247-5845 �"�oJ319r E-mail: building-dept@coab.us Date routed: I /z7d City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 58E3 es)ick- i pk C..0 Pc 1.L.,_) Department review required Yes o ildi Applicant: KRRL1 y\pkk--,,, 00 ( arming &Zoning TreeMministrator Project: S LAD INA, lin. i 0 (\ OU V . G6ic Works ' Public Utilities Public 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 61-- Florida Dept. of Transportation St.Johns River Water Management District --�'P 0( Army Corps of Engineers �� Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: I Approved. I (Denied. nNot applicable (Circle one.) Comments: iv 0 BUILQING PLANNING & ZONING Reviewed by: f� Data! l— ' / 7 TREE ADMIN. Second Review: ['Approved as revised. ❑Denie ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: _ FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 - jyjy� City of Atlantic Beach APPLICATION NUMBER `jt ryl t, Building Department (To be ssigned by the Building Department.) 800 Seminole Road z -Z ii �� Atlantic Beach, Florida 32233-5445 ('O I Q Phone (904)247-5826 • Fax(904)247-5845 'i.,01 ter E-mail: building-dept@coab.us Date routed: I d /17 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 588 CS)f i( L0 P 11../•-) Department review required Yes No ildi Applicant: Kgtj V AiRkTl j oo ( anning &Zoning Tree dministrator Project: S (,C) I NL n/\. L 10 el D© Vtic Works 3 Public Utilities Public 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 161-- Florida Dept. of Transportation St.Johns River Water Management District --TN )( Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING,/ Reviewed by _� Date: l )-36.; - I TREE ADMIN. Second Review: Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. nNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 iI.A.o-, City of Atlantic Beach APPLICATION NUMBER �� , Building Department (To be,.assigned by the Building Department.) . _iii800 Seminole Road t(—�� //�� v Atlantic Beach, Florida 32233-5445 POC) ' V Phone (904)247-5826 • Fax(904)247-5845 OCT 3 0 2017 J;11)%- E-mail: building-dept@coab.us Date routed: I d City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 58E 0_0 iit\L\ / }vii,- Department review required Yes No uildi Applicant: KRL1 VAA.PkkTt k) op (_, anning &Zoning Tree dministrator Project: U7 I NA, r j 1 iV 01 oC l� is Works Public Utilities Public 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 6 1-- Florida Dept. of Transportation St. Johns River Water Management Army Corps of Engineers District -TN Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: [Approved. ['Denied. ['Not applicable (Circle one.) Comments: BUILDING r ..." PLANNING &ZONING Reviewed by: Date:4_3/-0 —3/"0 TREE ADMIN. Second Review: A roved as revised. ❑ pp ['Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 �' u'r��i Building Permit Application .s ` � OFFICE COPY .. , City of Atlantic Beach --.10or 800 Seminole Road,Atlantic Beach, FL 32233 `"�Pjt'r Phone: (904) 247-5826 Fax:(904) 247-5845 Job Address: S-146 'c,..,.%-/-,1 Cc &-s L....wL Permit Number: FOC)L I 7 -002Z-- 7 Legal Description �'lr- \Lk to P\L1 oc' C�,,l�.ti\'lin 1I i(p� LU D- RE# ) L96-05—, Valuation of Work(Replacement Cost)$ 4/5/000 C" Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door • Use of existing/proposed structure(s)(Circle one): Commercial Residential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: 1j,1,2 A _SWA -1.4v4 g obC Florida Product Approval# for multiple products use product approval form Property Owner Information Name: T4.a'►'GSctin Glo: Address: 51C<6. e0...,,s&1 O4.1t.s L...,,,,4 g. City Tkck.se . 1l-o State FL Zip 32,233 Phone /-`to•[-��,2-,234Sy E-Mail Owner or Agent(If Agent,Power of Attorney or Agency Letter Required) Contractor Information Name of Company: Xt..,tr /14.v-4 t P c/ 43..:&e, S Qualifying Agent: jid, /1.4o,.r Address `17'10 .5,.....a, Cr."J-06,c, /3/.4 City 7�..,..14-60.t. !Gt_ State FL- Zip 322..7 Office Phone /0Y-2f.2-2 SIV-f Job Site/Contact Number S'-i ---•6-16-3 State Certification/Registration# G PG 0S'39c1 E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation /b+, i-tc-v� 6,-1-14S. Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK,PLUMBING,SIGNS, WELLS,POOLS,FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD YOUR NOTICE OF COMMENCEMENT. x (Signature of Owner or Agent including Contractor) J (Signature of Contractor) `In-d and sworn to(or affir )before me thi da of Si ed and sworn to(or affirm9d-)before me th' \Ct day of / -• - `DsO ki ,by , a (r1 ,by*--e((1/4- vAczy (r, • ��`555 '. r• N a . Eiiir . .W..eenr,,1t1 \• ,°�-`( 3\c,- _ s.,V,","?•,, BARBARA BRADY i�'�1 (Signature ) "�'.`'k_ (Signature of Notary) ' ,r��.•�••, BARBARA BRADY $I nature o Nota rte•`:' [.: Commission Y:GG054298 °8:'""'�%`s Commission a:G0054298 '•: ra' :•= Expiration Date May 15,2021 £•: :a� : , i,: •= Expiration Date:May 15.2021 ;d�� Bonding Cansany Name 14071 X98-0153 ?� ��� ° BondmyCanpanyNamela071358L15' I ••.,o,^°r+* Florida NotaryService.com �y�ry 5„;,`,r+ Floc da Notary Service.Com p - 'i [ ]Personally Known OR [.(1Personally Known OR 'roduype ced Identificati [ ]Produced Identification of Identification: L Type of Identification: / 2 PUBLIC WORKS PLAN REVIEW COMMENTS - Date: / J -� 7 Application#: O(/ G / 7- DD�...2- Project Address: SI ( �' S Fa'/ � e ( zi CONDITIONS OF APPROVAL TO PRINT ON PERMIT Check Box to Select All concrete driveway aprons must be 5"thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways—6"thick). Full erosion control measures must be installed and approved prior to beginning any earth Erosion disturbing activities. Contact the Inspection Line (247-5814) to request an inspection from Public Control Works for Erosion and Sediment Control Inspection prior to start of construction. Onsite All runoff must remain on-site during construction. Runoff Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow 0 Survey must run to street. Pool Pool—Wellpoint(if used) must discharge into vegetated area 10' minimum from street or drainage Wellpoint feature (swale, structure or lagoon). A separate Pool Permit is required. Roll off Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Container Shapell's, Inc., Republic Services). Container cannot be placed on City right-of-way. Row Full right-of-way restoration, including sod, is required. Restoration Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid ❑ Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable ❑ Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Strongly suggest thorough documentation of impervious areas be recorded. 0 Impervious Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. ❑ Driveway Grass Full site to be grassed. 0 TOPO Must provide a topographic (TOPO)survey with water retention for final C.O. Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing must be removed from job site by Contractor. 0 Removed Decking All old decking must be removed from job site by Contractor. 0 Removed C06141 0d /44, Raj Y/ to , , 0 /5/120 60117- 00.2)- Na I a3. 33 x i02. 67_--y - a9.444( , _ zry Frt4 P�A, 3.33 Wtatirky /12,4/ k 2i' 476 A-kaff, 2c9 _Itz 91.1 l7 3J K�3.3� � ��' � 33l0 60, 1 bask}-zo -t�-xo � 1'00 Kerry Martin Pool Builders Inc■ Designer: Kyle Martin Address: 9740 San Jose Blvd City:Jacksonville All Measurements are approximate State/Zip: Fl, 32257 Phone:.(904)-262-2384 Key: Cell: 1. Return Email: mrtpool@bellsouth.net 2. Skimmer Alternate Contact: Kerry Martin 3. Cleaner License#:CPC053901 4. MainDrain 5. Light 6. Swimout 7. deck drain 8. Bubbler 9. Spa with spillover to pool Pool sf: 160 Pool Per : 70 Deck sf: 300 allwance Existing Deck sf : 8 1 5 3 0+/- 0+/- OFFICE COPY 19'---+—+ ►° 1.1 41-4"- V —1 Spillway Covered Patio Notes: all Decking drainage T:1 will slop away from pool. r 1 Pool deck material:Travertine r 11' ► Style:french pattern Pool elevation will be 0+/ same as house 0+1- All dimensions relating to the top of bank (please see house plans) 7 9 2 6 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH Travertine under lani done by SEE PERMITS FOR ADDITIONAL other REQUIREMENTS AND CONDITIONS /�, REVIEWED BY: /11). DATE: l "- 3 'l 7 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 Total Dynamic Head (TDH) Calculation Worksheet TDH Calculation Options For each pump Check One. n Simplified Total Dynamic Head(STDH) O Complete STDH Worksheet—Fill in all blanks V n Total Dynamic Head(TDH) , Complete Program or other calcs. Fill in LI_I recuired blanks on worksheet&attach calculations. U Determine Maximum System Flow Rate: LI— Minimum Flow Rate Required: 35 gpm Per Skimmer LI— 1. Calculate Pool Volume: x x 7.48 (gal./cubic foot)= SISO O • (Surf.Area) (Avg.Depth) (Vol.in gal.) 2. Determine preferred Turnover Time in hours: x 60(min./hr.)= ct/Sv (Hours) (Turnover in Mina 3. Determine Max Flow Rate: SOW / 4-1`60 = /O.'S + = (Vol.in gal.) (Turnover Mins.) (Pool Flow Rate) (Feature Flow Rate)(System Flow Rate) . 4. Spa Jets: `{ x 10 gpm per jet= qt.) flow 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 the pool &spa) Determine Pipe Sizes: Branch Piping to be 3 inch to keep velocity @ 6 fps max. at /3$ gpm Maximum System Flow Rate. Trunk Piping to be 7.5. inch to keep velocity @ 8 fps max. at (1-7 gpm Maximum System Flow Rate. Return Piping to be 2. inch to keep velocity @ 10 fps max. at I 03 gpm Maximum System Flow Rate. Determine Simplified TDH: , 1. Distance from pool to pump in feet: ..;.C-- 2. 52. Friction loss(in suction pipe)in •5 inch pipe per 1 ft. @_I l'/ gpm= •CFt (from pipe flow/friction loss chart) 3. Friction loss(in retum pipe)in 2 inch pipe per 1 ft. @ 10S gpm= •14 (from pipe flow/friction loss chart) 4. 35 x •Oct = 3• (5 (Length of Suct.Pipe) (Ft of head/1 ft of Pipe) (TDH Suct.Pipe) 5. 3S x . tc, = 5.4, ' (Length of Return Pipe) (Ft of head/1 ft of Pipe) (TDH Return Pipe) 4 Flow and Friction Loss Per Foot TDH in Piping: o•---), Schedule 40 PVC Pipe Velocity—Feet Per Second Filter loss in TDH (from filter data sheet): 4.'6 Pipe Size 6 fps B fps 10 fps 1" 16gpm 0.14' 21gpm 0.23' 26gpm 0.35' 1.5" 37gpm 0.08' 50gpm 0.14' 62gpm 0.21' Heater loss in TDH(from heater data sheet): 2" 62gpm 0.06' 82gpm 0.10' 103gpm 0.16' , 2.5" B8gpm 0.05' 117gpm 0.09' 146gpm 0.13' Total all tither loss: 3" 138gpm 0.04' 181gpm 0.07' 227gpm 0.10' 4" 234gpm 0.03' 313gpm 0.05' 392gpm 0.07' l 6" 534gpm 0.02' 712gpm 0.03' Total Simplified TDH: 2.1 •3S . • Page 1 of 3 http://www.flaglercounty.org/doc/d pt/centprmt/build/headcalcsws-pools3-09.pdf Revised 7/2009 • )-) 17 . 5 • Selected Pump and Main Drain Cover: Pump selection 0( 3DC' t using pump curve for Simplified (Pump Model and Size in Horsepower) TDH &System Flow Rate. Q.. MainDrain Cover 3aL 05 C3l b t (System Flow Rate must not 0 (Make and Model) exceed approved cover flow rate) W Notes: Minimum system flow based on min.flow per skimmer of 35 gpm. V Determine the Number and Type of Required In-Floor Suction Outlets: V" U- Check all that apply. • 0 0 3'—0" 0 2 suction outlets @ gpm max.flow(see note 2). I I 0 0 0 3 suction outlets @ gpm max.flow(see note 3). • I I Channel Drain @ 316 gpm max.flow rate. Channel Drain @ 217 gpm w/2 ports&278 gpm w/3 ports(see note 4). • Notes: 1. If a variable speed pump is used, use the max. pump flow in calculations. 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer. 3. Insert manufacturer's name and approved maximum flow. 4. See installation instructions for number of ports to be used. 5. In-Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI - A112.19.8 and be embossed with that edition approval. 6. Pump & Filter make, model and location cannot change without submitting a revised plan and TDH worksheet. Contractor Nance' Contractor Sig 3ture ` PC-a bS39ol 5`7 '( -7 Contractor License Number Date 26,2- ,23S-/-1 Telephone Number Email Address • Page 2 of 3 • http://www.flag lercounty.org/doc/dpt/centprmt/build/head calcsws-pools3-09.pdf Revised 7/2009 PSI (Pressure Gauge) r1/4.3: (�,I1uuUU (,� NNNNNNNI ' I'oU U N iS Ii 00 .d v1 fR } W tg 6 m w .4 Q1 Ln A. Gd N .4 O CO 0? V Cn N }IU N ..- O'a 00 01 td I" f0 V IR N -.V U U O g Ot. 4 Eil b } N O J U O a0 01 -• J CO C1 4. N 01b1D to i., m bl iJO J � 6n i. -. ED Ln A4 in En uorn Ll o :ca hr tr iI is in is 7oirnFro coa VdV OIOimaT � U (� ,p # JCd I[rf.lNO 00 f/1 U fD Oi } N OU UiO Ov Oli .r 1DIrn A �7' V U' U O ¢1 Of W MfT �. N N C ... m U1 N 0 01 Ed La.O! id O J j. :.I a it N co in IJ to Cn co O :! } ... 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Lab�ots LiinEnt.1 aJtdm I I - . 1 i - J _ - OWNIMEIVI 'V 13 CL) CM ro CO 0 •'h w OLNERAL NOTGI, I.POOL S TO BE SUIT TO CrOMRN TW PLOR'DA, JOB SPECIFIC PIPE SIZING,TOTAL DYNAMIC HEAD COUNT(AND dim S WU14BOLDI5 T.CALT CALCULATIONS AND EQUIPMENT SPECIFICATIONS 2.ALL renes ION L S!CT S C M AND A!R!GJ1 S PER NATIONAL OR. C COO!AND AS RloU RED AND DOCUMENTATION ARE TO BE PROVIDED BY THE BY LOCAL irr een WILL POOL CONTRACTOR FOR EACH PROJECT.THE POOL T'LTRATE ID TA COM LET TUS TurF CENT POOL w TT IN PROVED!!CAPUT!TIRNOVlR OP WATER CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITY IN 1121 CONSTRUCTION `roue°OR Ley'' S OF THE SELECTED PUMP AND PROVIDE HYDRAULIC 4.1•00L E N D SWAPS IF TO.L TTR CUSR R!OR F. 4P ..O WA SUAPE. PIE!le L SO AV FOR 2 FT.TO CALCULATIONS FOR TDH TO DETERMINE PROPER FewPT OF HALL meow'^+!N WALLS WA IA TO SE PUMP AND PIPING SIZING.THE MANUFACTURER'S AND/oR ex NRA ADDaIONAL 5 re To O100 DOTu NATy ALL PVC Pre 'LL 0 TS UM:TULE 40.TO 10/ EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION 5 ALL PIPE NLL TA SDP O L FOR PUMPS,FILTERS,NEATER EQUIPMENT AND MAIN s TOL R_. EEL AND AND root L GUST M se SOr DED TO POOL STEEL AND BRAIN)HI! DRAINS AND COVERS ARE TO BE SUBMITTED FOR 1 POOL ALARM AN DO NOT SUCNEETION TO BE S SMA RED REVIEW AND DOCUMENTATION FOR SIZING THE A ALLA POOL AND SPA 5 AS BN N TES TA ALL SR CEPT DED NRA A ECOVERCCON !0 T ES T BEEN TESTED AND ACCEPTED CIRCULATION SYSTEM. AN A ReSj1!.2ZD,8A,'S FAD F T C OR USN TW AND I/ASME.AMA,e'1,'SACT ON P 14 WA POR USE N APPLIANCES NO POOLS SPAT,NOT SUSS,AND WA RLPOOLT BATARIS APPLI 5.TA!POOL DESIGN WILL MEET CAAPTMD 42 AND 45 OP TA!2014 FLORIDA SU'LDNO CODS STA EDI TON. 10 RE1DENTIAL POOLS TINT COMPLY NTA CNAPTLRS 42 AND 4!OP NOTE: REBAR TO BE TIED THE 2014 PLOR'DA BUILDING CODE 511W ED T ON AT EVERY OTHER BAR II pool.CONSTRUCSEE 68026 TION /VET20N °NAL ELECTRO "SALICES TO BE OVERLAPPED 12" UENO AT LEAST ONSrU PS ANO BAR!SOLID COPPER CONDUCTOR. VARIES 12 FOR RE'De/4TIAL POOLS UP TO A WATER DEAN OF a-O 05 REBAR 12OC1314 OVER a-O, LIGHT NICHE\ L ---._-----._-_--_.__.--__-----_-. .------.___.------.....ii 5I ECTAL 5 Tum 545 I5 ROMPED ANDT ,S NOT P RT AW WALL (NO STEEL BEHIND NICHE) \ w —MAIN DRAIN T ICRNESS SHALL PROVIDE COD!COVER OVER ���CCC (NO STEEL UNDER DRAIN) _ RE'NPO*CINT FOROVERe-0 ASPECALDETeN ALL Se REWIRED. Q — S RETI SDENAL POOLS[WALL COIPLT A Tu TA! r' ANS./APSP/ICC-5 2011 FOR RES DENTAL'NORMS,POOLS, e3 REBAR ANSI/APSFACC-5 2014 FOR P5R11ANENTLT,NSTALLED RSSIDENTIAL SPAS,AND ANS'/APSP/'0C-1 20'S POR ' . 12"O.G.-T,P, SUCTION ENTRAP/TENT AVOIDANCE STANDARDS AND I/AI...SP/ICC-ISA 2015 STAARD FOR ANM•I NG POOL AND SPA ENERG*CPW'C ENCS h O!NT A� -GRAVEL ROCK BED UNDER 14 D0 NOT US!01 OPSRAT!POOL OR SPA P Tu!!UCT'ON W9 v.g= MAIN DRAIN(IF NEEDED) PTTINO 15 PI S5 NO,550.4814.OR LOOSE POOL CROSS SECTION E OFFICE COPY LL B" TO 12' skg c v � 8'DEEP OR GREATER PARKER MYNCNENBERG d ASSOC. INC. ADD 03 REBAR VERTICAL PROFESSIONAL ENGINEESS LANDSCAPE ARCW.TECT5 A. EVERY G' -STARTING 1129 R'DGEWOOD AVENUE IOLLT W LL FLORIDA 52"15 111 5' FAX( 61 611.255 '14 v R3 REBAR APPROX.2'-O' I 4'-6 FROM FORM EXT. ` 15561 611-65 f CONCRETE APPROX.2' INTO FLOOR / / \ TYPICAL \I / RESIDENTAL SW/POOL JUL 1 3 2016 A TMS SIGNED AND SEALED SWEET 5 TO BE USED A5 A MASTER FILE COPT.IT WILL BS USED FOR A MAXTUPI PEROD OF ONE 2. TEAR EXPIRING ON 12/31/15.IF T14E FLOR DA BU LONG CODE IS ALTERED OR MODIFIED BEFORE TWAT DATE TN'S DRANNG MAT BE RENDERED VOID. gPARKER MTNC ENBERfi,PE.052645 514EE'f OF I J • INTELLIPRO® 2 VST VARIABLE SPEED HIGH PERFORMANCE PUMP RTA-RITE OFFICE COPY ... - M.ttrt- N1111fi7 `�„t -� Y I gni{} i•C�. ro�t/ b) �[L�IIyltt 1rS h N..^fir Ai.JI ..; A .'. fnt.i. �1n+, �' .l�x�r -�du�. Jwp 4}tl N4 ;�}. • Intuitive,easy to use menu structure for programming and monitoring }.;' Select # rf}( „,. • Control keypad can be rotated for convenient a PENTAIR orientation on the pump or wall mounted with 'F S l r 'i ° Relocation Kit r i P. i rotes '. . ifo ,,; , • Includes 2 in.NPT Slip Unions I * t •Can be programmed to deliver exactly the speed/flow w hi'. ' n ` f required for filtration,water features,heating options, /r,, vv�yy ORP and pH testing and dispensing,salt chlorine 'Rlu. t:4t,P;ii'A„.!`l tf'•' l'�'•• E-,` j iF( .`I,'\.i l s,.•1*.9 ?,.,1R, '�:§':L' generators,suction cleaning and spas Appliance • Interfaces perfectly with Pentair automation systems • �f Efficiency that give you the convenience of mobile device control Database • Totally enclosed fan cooled design for quiet operation IntelliPro 2 VST �'•�:.: and long life . Variable Speed Pump •Top-mounted field wiring compartment makes access Protected by U.S.Patent No.7,686.587;7,815,420:7,854,597;8.043,070; and installation easier 8.469,675;8,573.952;0606,562;D611.430 and Patent Pending and all •8-programmable speed settings and built in timer • cot respongrng foreign counter parts IntelliPro 2 VST Variable Speed pump is the next generation of Pentair's variable-speed pump technology. With energy savings - up to 90%versus conventional pumps,near-silent operation and advanced programming capabilities,this pump continues to deliver everything a pool owner wants and reliability no other competitor can match. Ordering Information Full Load Primary Port Size Carton Product Description Voltage Amps kW HP SF SFHP FRED. Listings and` MOM INPTI Wt.(Lbs.) Certifications Ms =`. , .". ,,' ''' ; k k� :FF f it kilt -# i0R 0'1+1 1qr. 0 - , . ; : 1 ii:ha''7'1 '''t '`':` 013001 IntelliPro 2 VST 230 16 3.2 3 1.32 3.95 50Hz/60Hz UL',NSF',AI',i 2 in.x 2 in. 57 r. gt*11,t.;,'"'-',.10,440:,:;P.,,'7!r''M4'." !w' '.t 1. I;1t. ., '.0 'Pt040.1i100,'"Hi`. ' ;0-1 .4.>h1'7.Alt ti *'t# t.1. i ' 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC with 4 inputs 8 521109 IntelliCom 2-Rated 9-30 V DC with 4 inputs 1 350122 Communication Cable-50 ft.-Included with pump 2 356905Z Keypad Relocation Kit 2 ' 'UL indicates that pump bears a specific UL mark signifying evaluation ' APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California . to U.S.Standards UL1081 for Permanently Connected 1 Ole 20 and is certified to use on Residential Swimming Pool Filtration Swimming Pool and Spa Pumps and to Canadian Standards CAN/CSA Systems. C22.2 No.108-01 Liquid Pumps For Swimming Pools Only lEnc losure 31. ' Product may have been evaluated to other state and lural regulatory ! ' . NSF'indicates that pump bears a NSF mark signifyH,g evaluation io standards.Listing status may change Always ronht m status with NSF Standard 50 For Self-Priming Centr Hugel Pumps For Swimming apprnpnatc agency if in doubt Pools Only. Refer to catalog page 43 for a selection of 2-Pole GFCI breakers which offer 6 mitliamp personnel protection while meeting NEC 2008 Standards for Pool Pumps. l 1; • , 7 7 :.. INTELLIPRO® 2 VST VARIABLE SPEED OFFICECOPY , 1 HIG- PERFORVA\CE PUMP 117,0\I'll .i. Dimensions and Performance MAX SPEED-3450 RPM 90 . - • ! 1 SPEED 4-3110 RPM I SPEEDS • —3110 RPM , 113,,, 70 — • --- - -- i - - -• –— 2350 RPM : I: . .5 1 —1500 FtPM : ..; 60 • i , 71 I • , ___ . . . . . i •— x ' ; SPEED 3-2350 RPM ,. u • •E I 2 4° -----t---- . —7— — - ------ — - — , 7r; 1 ! i ... i •••• 30 . . . . . . : • 1 , • s 0 , f• . . 1 ',0 1 ' - • ; - -- • . SPEED 1-750 RPM I 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 Flow Rate in US GPM • Note: IntelliPro VS+SVRS minimum speed is 1100 RPM I 6641 , • r'' - - -- --- 26.1' ---- -- i L ._I 2911- - -, 11.4 1 I .._ I l - – ; Irv–cry1 I _ - - - i :' --- 1 , 13621 = ot__.1 • . F ,..- Ili 11Wri 14.2 i 2741 ----— , u I MIL 1 mum immuir/ 10.8 L __.1 - ism 11 1 , , , ...—‘ ,•, ‘<.____ __. P-7.-.11 Ir -- .....OW , IL ....w....... _.._ - _ _ -4 _14351. a $ , .— 17.1 1 '; • 12491 1111`1111- 1 9.8 . 1 • . 14.6 :: ortr"' --:•2' ! 1141 W 1 t••••••••••• 1 I IMMO I I 1) I 1771 . . '.' 'th,—.4, .:8" 4.5 i\ :111r81 ....HI 7.0 • I - 6e)_ 41, KG& - ' 1 • See page 525 for replacement parts i, u......__ r i , 0 • • fi' 32" Channel Drain Flat Grate Anti-Entrapment SuctionQ Outlet Cover and ABS Three-Port Manufactured Sump J .1 t,' , �ppr y�,��y y 4 �n y�.�kltt �t1 8 1`titt,t tS(Mk`!I�`�yFy1 [)�r.lp�f�i � uay � �� nI• {; �: l ''' �Nr ;"�'�'A 1, "M el�M� B'��,� ,'�r� l�al r!';�t�ji•r`1;i� ':j4� `f#. '�'�` ' �1+ j � 'ft ia�Y i' �II'¢"��t � 7rr' ", 9 fp'0 .,,d kk I I l i,1 I n l it P 1q: I 1 i I 4i''re''',� i 1 , � ;I, •N .:. .fr,11 i 4 I, n'�,�.A -. ,,�''� l t0,,, '' al' �' � . i-.°,1.5 '1% ° i. '1•Q /44'. l °''Mu'`� �. 111, u:..�j(,Aif A k'' i' t '• *.i. - MPI !1 1 „� 11;• i'+! •.is! �,, '; a l,� C� _� ,i.>ra ,y,.� W. .��, �..1•v" 1�I, a '� .M . f1 fallt {I``� `-'0 f sQ8:�� �r , r �� e �'B, �_., e� ,,, g41 ,•it V y '�: 1.° ° fl 1 , Ary ;i .t K a t� ' , �' 99 i4t,1glPa�i 'Vl r tr .N+�i� ''t'i t , .� ig,(Il Y.� IiaI '��•i O }��� 9'•" I 1^,i "� a. i,�f . V' ,q. �p Ii+� n.i,1"Y. 1 i 4 1'1 0� 1: W .. i t i I n 4 7` t I�'ry}pjj ty�, ,�jTj� ,1, d t�1� 1 YY' _ro�,I it''V'11 .4.. 'r ��I141/" -,11 r,I r,',‘'i.i'Iri.1 ii;A�4' +..f 'If ' iiN �,.1.a, •I "400,' I[t., ', .t"1 M�h,a I rw.l Features The Unb(ockab!e! if 4e tt For single or multiple drain use(see tl installation instructions for plumbing, { lit,-..:•', hydrostatic valve/drain pipe and • 444. single or multi-pump connections) single Floor:316 GPM at3.9fps 4";-~y '• Wall:208 GPM at 2.6 fps ,�77yyl,,,,__. I` Floor/wall:122 GPM at 1.5 fps 25.9 square inch opening #316 stainless steel screws l • F'"`,a.. • ., • Manufactured from superior �l UV-resistant engineered polymers ����1`.`� I Three ports:bottom 2'h'OD, 2"IDS/S;inside 2"threaded FPT; �, `� �^ two 2"threaded plugs included All components meet or exceed ANSI/ �" APSP 16-2011 and NSF 50.2008 national ''i"�t j� � standards and ASTM G154 UV testing . l` y exposure �___.--' f l Orange disposable plastic pre-gunite/ plaster insert keeps debris out and retains sump shape during construction Must use transitional glue when attaching to PVC pipe Now available with PVC sump— see page 47 for details 4 per case With sump(concrete pools) Two drains i n one. .1 Part#32CDFLxxx 5 STANDARD COLORS — 32-19/32 n - 101 ® 105 -5,'16 2 � � ®102 los Ce r � � r f 7f32 �� 54 I 1 'r ,1 , - I Ii fir'�103 3 -z7.7-14-' , • 1 ' i��_ i-4-1.4-;/32 ill ilk-.41101111,,,,„ III d 1--- --I-10 I 10 - 2-1/2"spigot x 2"socket x 2'NPT Also available as sump only 1.32"three-port manufactured sump bucket p/n 32CDSBxxx 4 per case 2. 32"channel drain,cover,flat 3.2"NPT plug,qty 2 +(`� 4. 32"channel drain, plaster shield r:� i VGB 2008 Compliant 5.#10 x 3/4"flat head phillips type-a screw,316 ss,qty 16 r;t i;:'e : , . . OFFICE COPY SECTION 4. TECHNICAL DATA Filler Pressure Loss A. Filter Pressure Loss Chart. ii•ii. bliI 3 , I 1 { 1 I l 6 ,5 mim 3 EPIFPIIIIIIIIIIIIIIIIIII0.5 I ! . 1 I 0 10 x. 30 40 50 03, -0 80 541 500 110 GM 130 140 150 150 1 Flow Rus(GPM) 17 er B. Flow Rate Table. • 0.1 Residential Commercial `�-�i Maximum Cartridge Maximum CartridgeAIM 3,4 Flow Rates Flow Rates Model# Product# sq.ft. GPM GPH 6 hour 8 hour GPM GPH 6 hour 8 hour PCRP 100 160351 100 100 6,000 36,000 48,000 38 2,280 13,680 18,240 PCRP 150 160352 150 150 9,000 54,000 72,000 56 3,360 20,160 26,880 Mil 5 PORP 200 160350 200 150 9,000 54,000 72,000 75 4,500 27,000 36,000 IMIIMINIMIIIIIMINIM (1) Recommended flow rate for residential is.5 GPM per sq.ft. (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. a 6 iiil•MIII Miiiill IMO MI Ilii C. Replacement Parts. _ _- � . 7 Item Part Number Description ,ANEi 8,9 1 98209800 High Flow manual air relief valve �n •O • O• 2 53003201 Pressure Gauge o o 0 o• �.00. 3 59053001 Lid, 100 sq.ft.filter °° '0 4 178745 Lid, 150,200 sq.ft.filter ';I!°, I;! 5 59052900 Locking Ring assy. I',,`. , i,II ii ` ,_—_-----10, 11, 12 6 87300400 Body 0-ring I�' {1 ii 7 59016200 Air Bleed Sock Kit IIIIII !rill!I 8 59053700 Center Core, 100 sq.ft.filter IIt II;4 I 9 59053800 Center Core, 150, 200 sq.ft.filter 10 R173215 Cartridge Element, 100 sq.ft.filter 11 R173216 Cartridge Element, 150 sq.ft.filter I 13 12 R173217 Cartridge Element,200 sq.ft.filter / 13 178743 Tank Bottom 14 154712 Drain Cap Assembly 14 15 178732 Union Nut"C"Clip 16 U11-200PS Union Nut 17 178746 Union Diamond Seal 15 18 178733 Union,Threaded Half 17 i ii _�=Irm R\L/ 18 SAVE THESE INSTRUCTIONS! +`�/ 16 T 1 1 CD CO J m Cif A.-0 rPressure Drop,PSI 000000000 Z0 co 91 O Sin J J co Co co G o Co O co 0 Un O N O A O o 0 o O o O o O o 0 o 0 vX CO :NI-4 J co co Of CJI U+O N A d CA03 D Di W Dof A Cn A(D W C CC Co 0 0 w o co co - J 0011 DI OI CT N ='O co m 0 Cl 0 O iv W ....1 O CT 0 0 r- -Co N 1 0 CD CO J CD CJI A W � � - 0 00000000003 Co 2 :•4 ipp C1 O W C0fl CD co W J coT A V C co 2 p FL Co Cl) (o O I A 0 A Co J J J Cr) 01 0] Co CD C/1 5' I T O ACD CJ1 N Co Lo is.) Co CD co to I O W CD co 0 J CD W CD o 0 11 0 G co CD moi K 'O CD 0 r- I 0 _ _ -Co o_ N0 CO Co -4 0) Cil A N '< 0000000000 N O CD I p X to 0 T 0 J J 87101 Qf co En Cm Cr, N m m 0 Co T A 0))O 0110Ao J 0o .-400 C ( (D 1 _ m OD �lJ Cif 0�/fCif Cif CiI CJf CJf �'� .�.. W CO [NJf O CJ 0 W coJT N O 0 r^' \ 0 V N 0 CJ -�_ __._-___-- __._ 0 t i90PY t.•j}: Sl0eei ,i— 0Pl • w 4 ;�;: ` t jl 'el/ ; f pit POLY JETS1ra'' c. '' V�iJ Internals • `'' 1�'i J.J 'y ,� �` ,ny, 1, ..1,...y ••l:' '.+ ''` u.Iy ��`� I..a Iii 1 +; 1. ,�., ,. 7. 1 • • ,i'rr ' ;.( N i �p. ` '��,�-i,��� (tir.;IfSt Fb t�r�%'•t;t4`�i hL "4g'4',,I R .At ..: . ;,r�f.4r„i' ,I '! _..t. {/Ti ' .,, 14”. J:i•.16.0..,.. 4..ii' I T , 1,•• ,Py• r• 1 DELUXE SERIES ADJUSTABLE FLOWb`r',.5; t1a,vit,, PART NO. DESCRIPTION yr K ''"1 �I PART NO. DESCRIPTION C';� ' .'604.1104,0;".:'1'111 C.. t 210-6070 Pulsator- 1 '�{1t , t ,ar :,.. 210-6080 Fixed j� { { �y Deluxe Series d1 Directional � i., '� ,,� gill"'' U ;C.! Case Qty. 50 �F .• ' Case Qty. 0 ; ��� �1� t , g List Ea. $21.29 FI'��� ~' h f, List Ea. $8.58 t,. �kA ' , �I,'','=•--.41',71'','. �' ,... `t ii iA,„,;,,,,, 4 p� ?.i'� ,•• Y.,'•1LJ •1L d93:1... t 1T}''hr _4x ;•,l'x'n _ pr rWY ^ 210 6700 Massage- It : ;141141074,A,d '4A :r411:'r 210-6090 Roto- fAill,it ''' 1ry t 13• ti ly x, Deluxe Series xY�,L qyr r �'f-F.( { -'�'� ;}, Deluxe Series �w ,,,1? .. I*,L. • 7 Nozzles. ,1 1-.` t:r '.4., , tr Case Qty. 50 a A,'1,' 0 • Great Pulsating Ach �+ tiE{ a ,•;.(.',747"›,;;''• B9 1,,1' „t •:,i-,,.. � ' � +,;; •i List Ea. $21.29 i s q ,� I` 1 Case Qty. 50 II, s"'i ivi.......,?,,, t4;' iw -!4 1 ��i t. 1 t.4,1• • ;t. ti � List Ea. $22.92 s,rar. i ' 1 f•i 1}(, y,t r d N it x IG ..t+q vd • 4t 7 t ,.pj. n • of t��+t i t'Z1 .W ti!i 1.i'.i* 0) 't 1 1 1, ''''A�: la�•N� 1 � ,� I~ :r, { ,Wil Pat. No. 5,920,925 , • �.I.1 1, /a ry nl�als,{ DELUXE SERIES LARGE FACE ,i " 4; OFFICE COPY ��.r The Association of '1/4144s . Pool&Spa Professionals' ANSVAPSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: CONTRACTOR NAME AND ADDRESS AND ADDRESS: OWNER: CONTRACTOR PHONE: DATE: This information sheet was prepared by the APSP-15 Residential 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-1S 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. 5 6� gallons - a. Gallons: ;or b.Calculated Gallons: (surface area)X (overage depth)X 7.48 (gal/fi"3) _ 2.§5.2.1:Calculated maximum filtration flow rate 2. Wm — (Pool volume=360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: Yes, No? • 36, (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not odd auxiliary 3• gpm — pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. gpm — (Item 2 or item 3,whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. ' inches — (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b.Minimum suction branch pipe diameter 5b. (..5. inches - (Calculate:Item 4. (gpm)v Branch Pipes (quantity)=branch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the cokuloted suction branch flow rate.) c.Minimum return pipe diameter Sc. '� 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 Sd. '• ' inches — (Calculate:Item 4. (gpm)_Branch Pipes (quantity).branch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the some or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: /✓r a.Filter type:(Cartridge,DE,Sand) 6a. * — Gc.� b.Minimum filter area 6b. 7�o sq.ft. — (Calculate:item 4. (gpm)_filter factor_) Filter factors:Cartridge=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: Yes, No? 7, inches — (When using a backwash valve,enter result of item Sc 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 84 119 184 247 317 499 720 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. b.Pump flow 8b. gpm 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/5/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 OFFICE COPY ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Check Requirements Component Section 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on-off switch mounted outside of the heater Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, 4.3.1.3 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 ,/ 5.1.1 Pool filter pump listed in database 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed 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 capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar,or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or built-up connections,or dedicated pipe to and from the pool. 4,/5.5.6 Directional inlets for mixing pool water. 4/5/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2