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66 DEWEES AVE - NEW POOL ' '' `IA CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD j11 ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 �J.21 w r SWIMMING POOL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 JOB INFORMATION: Job ID: 15-POOL-2679 Job Type: SWIMMING POOL/SPA Description: NEW POOL Estimated Value: $13,116.00 Issue Date: 11/25/2015 Expiration Date: 5/23/2016 PROPERTY ADDRESS: Address: 66 DEWEES AVE RE Number: 169552-0000 PROPERTY OWNER: Name: 66 DEWEES LLC Address: 1717 BEACH AVE GENERAL CONTRACTOR INFORMATION: Name: FLORIDA BONDED POOLS Address: 8608 BEACH BLVD QA JEFFRY BLAIR CLARKSON Phone: - - PERMIT INFORMATION: PUBLIC WORKS: 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. All silt must remain on-site during construction. POOL - Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). Roll off Container Company must be on City approved list and container cannot be placed on City Right-of-Way. (Approved: Advanced Disposal, Realco, Republic Services, Shappel's and Waste Pro.) Full right-of-way restoration, including sod, is required. FEES: BUILDING PERMIT FEE $115.58 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. - y,J\ �f�s f CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD J r ATLANTIC BEACH, FL 32233 / INSPECTION PHONE LINE 247-5814 STATE DCA SURCHARGE $2.00 PLAN CHECK FEES $57.79 STATE DBPR SURCHARGE $2.00 Total Payments: $177.37 PERMIT IS APPROVED ONLY IN ACCORDANCE WITH ALL CITY OF ATLANTIC BEACH ORDINANCES AND THE FLORIDA BUILDING CODES. City of Atlantic Beach 0` p` 800 Seminole Road Building Department (To be assigned by the Building NUMBER g Department.) 1"1 Atlantic Beach, Florida 32233-5445 _ 1679 Phone(904)247-5826 • Fax(904)247-5845 `o;t F JJ%- E-mail: building-dept @coab.us Date routed: // '3 / City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 6 (/ , A.)(G>G S A Department review required q red Yes No Applicant: /Its ,7t C,d Fe &Zoni g w /o o L. Tree Administrator /V Project: , b�lic Wo — �--^ Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified B Date 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. (Circle one.) Comments: Denied. BUILDING PLANNING & ZONING �� _ Reviewed by: - Date: t/ /C �f TREE ADMIN. Second Review: [Approved as revised. ODenied. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: _—_ — — Date: FIRE SERVICES Third Review: (Approved as revised. jDenied. Comments: _ Reviewed by: _ Date: vised 07/27/10 rsrA+ij;,,, City of Atlantic Beach r,? APPLICATION NUMBER �;, , 1 Building Department �,� • �T (To be assigned by the Building Department) --.'%. : 7:. 800 Seminole Road ll Atlantic Beach, Florida 32233-5445 nn� D /5— '°e C. 2 j_ , Phone(904)247-5826 - Fax (904)247-58745'1 4/2q / C (�' / '`:!_olith%- E-mail: building-dept @coab.us `"� �� Date routed: // /3 / C City web-site: http://www.coab.us �� APPLICATION REVIEW AND ` RACKING FORM Property Address: (/ i A)i 6.S A Department revi C� ew required Yes No . .. � Applicant: A14, /4�{077 7o5 ._.e2.._•• : • GJ poi. Tree Administrator _= Project: /V lublic Wo , - -:•giollAgfillmr. 11.1111111 Public Safety _- Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date Florida Dept.of Environmental Protection Florida Dept.of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants IIIIIIIIIIIIIIIIIMIIIIIIIIIIIII Division of Alcoholic Beverages and Tobacco Other: -- —__ APPLICATION STATUS __ Reviewing Department First Review: WApproved. — --- -- (Circle one.) Comments: ❑Denied. BUILDING kia Otdti 4Y4fie r PLANNING & ZONING �� Reviewed by:.Z1--.TREE ADMIN. Date: //42/1'..- Second Review: --- - ------ nApproved as revised. III Denied. UBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: — — Date: FIRE SERVICES Third Review: nApproved as revised. EDenied. Comments: Reviewed by — ------- — Date: vised 07/27/10 —_-- __— ,. / - i I 4o±- ivazo 5 c ,r_K %-= 6/ bto liove . iv X 31 2#' a 7 1 IfK1( _ Ile 2 . VJ't.L.3 c, ion0 v20----taii--- -: gaz, o \ � a - 1 a $(Z �8° z 31711 _ /4, .1.- k 2 lo — 0 A,O7 ,86ei to x .L Jr >, 6 ? — X i..r 3Y - ii-19--Ai i c-J:Ii. . City of Atlantic Beach _ - �� Building Department i� APPLICATION NUMBER . 800 Seminole Road (To be assigned by the Building Department.) \,.310• ,' Atlantic Beach, Florida 32233-5445 l ✓�i • /5 /eei - 26 Phone(904)247-5826 - Fax(904)2. • 845 Nw s -Utia%- E-mail: building-dept @coab.us ?�jjr II J • City web-site: http://www.coab.us i Date routed: /� �� �' APPLICATION REVIEW AND T ''= CKING FORM Property Address: 6 (/ ) i 10i F A Department review required Itin No Vim'' 1111111111111111111111 Applicant: L 7ôS - - -. &Zoni . _- _ Tree Administrator _�- Project: /V g W /doz. rblic Wor. Public Safety =- Fire Services IIIII Review fee $ LC Dept Signature Other Agency Review or Permit Required Review or Receipt— of or Permit Verified B Date Florida Dept. of Environmental Protection IIIIIIIIIIIIIIIIIIIIIII 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 IIIIIIIIIII Other: __ MOM -- __ __ APPLICATION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by:___ _________ � TREE ADMIN Date: y Second Review: pproved as revised. nDenied. Pi111€ . O' Comments: ir 'UBLIC UTI ITIE PUBLIC SAFETY Reviewed by: — ----- — Date: FIRE SERVICES Third Review: nApproved as revised. [Denied. Comments: — —--- Reviewed by: Date:_ __ ____ - ------___. _ vised 07/27/10 -- - ot.A:j,.)`. City of Atlantic Beach APPLICATION NUMBER O • \ Building Department (To be assigned by the Building Department.) ?i 800 Seminole Road Atlantic Beach, Florida 32233-5445 ._, '7p Phone(904)247-5826 • Fax(904)247-5845 // �3 \f o 9'1- E-mail: building-dept @coab.us Date routed: 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 6 , E A2€ �� Department review required lan o Applicant: /14. 1 4 ToaS _ - &Zoni_• _- /V �W D OG Tree Administrator _- Project: _ / rblic Wo -�n•tl[i1RIlI[I[� 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 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: APPLI TION STATUS Reviewing Department First Review: Approved. ❑Denied. (Circle one.) Comments: :UILDING PLANNING & ZONING Reviewed by: /11 Date:11.190-7 TREE ADMIN. Second Review: [Approved as revised. ❑D d. PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. Comments: Reviewed by: Date: Revised 07/27/10 BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road,Atlantic Beach, FL 32233 OFFICE COPY 1't' Office (904) 247-5826 Fax(904)247-5845 Job Address: D tf 9s Ave Permit Number: / Poo /—02619 Legal Description tci-02 O' -ZS-Zit£ OW &lee G(wt 1 Parcel# Valuation of Work$ 13/ II& Proposed Work heated/cooled h/14-- non h elted/cooled II/,4- Class of Work(circle one): New Addition Alteration Repair Move Demolition window/door Use of existing/proposed structure(s)(circle one): Commercial (Residential If an existing structure,is a fire sprinlder system installed? (Circle one): Yes o Florida Product Approval # For multiple products use product apps orm Describe in detail the type of work to be performed: XI d ,5v v, pDo Propert y Owner Informateion: n Name/I tL.14Ks be l t y Address: L Ve vets Ave City /}1-(A4 B t.,Gh State LZip31233 Phone kq 0.4) 7 c '7- S 4— E-Mail or Fax# (Optional) Contractor Information: CONTRACTOR EMAIL ADDRESS 1 OmQ-Clot banded )001S. /0W► Company Name: Flea i tIA gond.,*a Poo f S Qualifxing Agent: if./ ;b jS Address: X60 geGcti p?LYr.� .,/ Office Phone NI - City s;�5�"tv�ILL / State FL Zip 32Z��, (�4 I - 62.05" Job Site/Contact Number 3/403 Fax# /qt S 24 Li State Certification/Registration# C PC. i Architect Name&Phone# Engineer's Name&Phone# Fee Simple Title Holder Name and Address Bonding Company Name and Address Mortgage Lender Name and Address Application is hereby made to obtain a permit to do the work and installations as indicated. 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 laws regulating construction in this jurisdiction. This permit becomes null and void if work is not commenced within six(6)months, or if construction or work is suspended or abandoned for a_period of six(6)months at any time after work is commenced. I understand that separate permits 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 hereby certify that I have read and examined this a plication and know the same to be true and correct. All provisions of laws and ordinances governing this type of work 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 7rovisions of any other federal,state, or local law regulating construction or the performance of construction. >ignature of Owner ���� Signature ofContract•r ♦ /� "��'�" 'Tint Name C ES U. � �*... tart Print Name ( •.- F Ida af� 3efore �� My Comm.Expire 1t 2016 ii •.. Ir•• Be •.4,�! + l- ommIssion*FF 167824 Y •-. •� CHARLES E.P y ' 441" �E n v rch`�; Notary Public-State ot�lorldr � '�� �7��► ., Nstlonal Notary �_�� E r+�• My Comm.Expires Dec 16,2018 AL6,, I lotary‘1:110' \ :y%::�� omans lTfl#fF 167824 �\ +, . ....„'P Bonded through National Notary Assn. 1 N r tat ��:�i1 Revised 01.26.10 Doc # 2015259572, OR BK 17365 Page 2262, Number Pages: 1, Recorded 11/12/2015 at 10:28 AM, Ronnie Fussell CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Pern91 -45675‘ Poop.- 6(79. NOTICE OF COMMENCEMENT OFFICE COPY State of FL- Tax Folio No.Ibq 5;2 .1)000 County of DLlva' To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. /- / Legal Description of property being improved:15- 91 (J�i - 7-S ' Zti& Ol1an &I17�L utn,L I 56 QT Cot, 7 Lob{ 12 B/k I Address of property being improved: (O fp DeiAf_E '.s Ave General description of improvements: TO t fEhAnd Swu litt� pool Owner: AMC Ito4 1. y�in,'C 'Try ay Address: Lt, Det.vee5 Owner's interest in site of the improvement: Tee S;nr p�p Fee Simple Titleholder(if other than owner): Name: e Contractor: ft e"a,, f oide Poo t((3 _ Address: 8606 8fA ct, 81vGt Telephone No.: 69(-5146. Fax No: �� -511, Surety(if any) Address: Amount of Bond S Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2Xb),Florida Statues. (Fill in at Owner's option) Name: Address: Telephone No: Fax No:_ Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER r Signed: a ' Date:I l-t I-41c' Before me this If■^•� day of YtnxPv11 b v f in the County of Duval,State Of Florida,has.''"appeared a - - Notary Public at large,State of +a, ou ,t;, f oval. CHSLEI[.7POWELL My commission expire• '.f Not Public- eqb Personally Known: '.tte' f 4 M Comm. On 11 2011 Produced Identification: , I►�91ii EL►"s CommgUal•ff 117124 ea dsdthough lYYaaDlotriAssa r ,.ir,,y; TREE & VEGETATION AFFIDAVIT ,,.) , City of Atlantic Beach OFFICE COPY u Department of Community Development Is "r Planning&Zoning Division 800 Seminole Road Atlantic Beach, FL 32233 irt�;t,>r /5"y00/ -7179 (P)904 247-5800 (F)904 247-5845 PERMIT# SECTION I-APPLICANT INFORMATION "Owner(s) f— Legal Authorized Agent* NAME OF APPLICANT n i.c. kL��s £ err 00 +� .!Y,�FCe-y t NAME OF COMPANY C owe_ ou, rr: C i-in . es alcove_ 1. ,`qq cN ADDRESS OF COMPANY AYI'1<c 2S i>,-(0,v >✓ �(�V� ce PHONE 6 0to„d�-d�2CELL EMAIL CONTRACTOR CERTIFICATION NUMBER ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION 0-'5 �� STREET ADDRESS OF PROPERTY If an address has t ersig to this property,contact the AB Building Department at(904)247-5826 to request an address. LEGAL DESCRIPTION LOT BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation"of the Municipal Code of Ordinances for the City of Atlantic Beach, FL and/or I have participated in a pre-application meeting with the Administrator of those regulations. Subsequently,I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-deed or adjacent properties in conjunction with this project. _A SIGNATUR a F OW ER SIGNATURE OF OWNER Signed and sworn before me on this i 1 day of Auve°mbcY , ,by State of (.O r t,l 0, County of 7‘„V 4(..._ Identification verified: � S Oath sworn: ry/Yes r No %.11110rial*1 .,-----W--,• CHARLES E.POWELL Notary Public-State of Florida Notary Signat - ', • My Comm.Expires Dec 16.2018 � Commission*FF 187821 REV-TVA-v10.12 My Commission expires: Bonded through National Notary Assn. . OFFICE COPY TDH Calcujgtion Options Total Head In Feet Conversion Chart - r-- each pump Inches Mercury (Vacuum Gauge) -Check one. 0 2 4 6 8 10 12 14 16 18 � t 1 Simplified Total Dynamic Head (STDH) 0 0.0 23 43 6.8 9A 11.3 t36 ts8 18.1 203 Complete STDH-Worksheet - Fill in all blanks. 1 2..3 4.6 69 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 6.9 9.2 - 113 13.7 16.0 18.2 20.5 22.8 y 25.0 27.3 rpRzi, Complete Program or other colts. Fill in required 4 _ 9.2 11.5 13.8 16.0 18.3 , 20.5 22.8 25.1 27.3 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 `18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 y Maximum Flow Capacity 7 16.2 16.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 ., 8 18.5 20.7 23.0 2.5.3 27.5 29.6 32.0 343 36.6 38.8 of the new or replacement pump. 9 209 231 25-3 27_6_ Z„ 3„ .2.-`.5 lb -- _. 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 4.15 45.8 _ 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.5 45.8 48.1 0 Notes 13 30.0 32.3 34.6 36.8 39.1 41.3 43.6 459 48.1 50.4 14 32.3 34.6 ' 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 CD 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 527 55.0 1. If a variable speed pump is used, use the max. 0 16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 pump flow in calculations. m 17 39.3 41.5 43,6 46.1 • 48.3 50.6 52.8 55.1 57.4 59.6 , V 18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 2. For side wall drains, use appropriate side wall drain _ 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 flow as published by manufacturer. 20 46.2 48.5 50.7 53.0 5&2 57.5 59.8 82.0 64.3 66.5 .21- 48.5 50.8 530 55.3' 57.6 59.8 621 64.3 66.6 68.9 3. Insert manufacturer's name and aproved 'maximum 508' 53.1 55.3 57.8 59.9 62.1 64.4 66.6 68.9 71.2 flow - - 23 . 53.4 55.4 57.7 59.9 622 64.4 66.7 69.0 712 .735 24, 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73:5 75.8 4. See installation instructions for number of ports to . • 575. 60.0 64.5 66.8 69.1 713 73.6 759 75.1 26 63.1 62.3 64.6 66.8 . 69.1 71.4 73.6 75.9 78.1 80.4 be used. .• 27 624 ' 64.6 66.9 69/ 71.4 73.7. 75.9 - 78.2 80.5 82.7 •I 5. In-Floor Suction outlet cover/grate must conform to 28 64.7 66.9 69.2 71.5 73.7 76.0 762 905 628 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 I 85.1 87.3 most recent edition of ASME/ANSI A112.19,8 and be 30 69.3 71.6 73.8 78.1 783 80R ' p29 a' II „, N5 - Pid.Rcnri min inn/ ori:=.nn _ - - -.. -. -' vv ;..... I 3i 1.6 7-A.i 'Ail na4 min in Iii. Y[o 17 on, •' ' ' 32 ' 73.i ' 75.[ ' 78.4 ' 80.7 83.0 85.2 87.5 89.7 92.0 94.3 y 1 5. - ?D, Filter & Heater make and model cannot 33 76.2 78.5 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 nged, and equipment location cannot be moved 34 78.5 80.8 83.1 85.3 67.6 89.8 92.1 94.4 96.6 98.9 closer to pool without submitting a revised plan and 809 83.1 e5.4 67.6 89.9 92.2 94.4 96.7 98.9 101.2 I TDH calculation worksheet for approval. NOTE FIELD T1311 MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. /low and Friction Loss Per Foot Schedule 40 PVC Pipe I Velocity - Feet Per Second re Sae 6 fpe 8 10 tm Drawn By: A R PATTON & Specializing in 1' 16 gpm 1 0.14' 21 gpm 0.23' 26 9pm 0.35' Associated CC - i.I •.t, r.-:-..-. � �1S' 37 gpm 0.08' 50 gpm 0.14' 62 94m 021' C (*if,. t�1 L_. t�INrC3 2' 62 gpm 0.06 82 gpm 0.10' 103 gpm 0.16' (407) 9 .�'.... . _.,.. 2.5' 88 gpm 0.05' 117 gpm 0.09' 146 gpm 0.13' 3' 136 gpm 0.04' 181 gpm 0.07' 227 gpm 0.10' - 4' 234 gpm 0.03' 313 gpm 0.05' 392 gpm o.or NOV 2 0 2015 L.6 534 gpm 0.02' 712 gpm 0.03 1r 2)"nil This form is the property of Gordon H. Shepardson, PE and may only be used in conjunction with my Residential Swimming Pool Specification Drawings or by others with my written permission. Dote Date Swimming Pool Specification For: Contractors Signature GORDON H. SHEPARDSON, P.E. FL PE # 19333 Contractors Printed Name 872 N. Semoran Blvd., Ste 203 to 4) Orlando, FL 32807 I Contractors cent. No Office: (407) 275-1099 Contractors Telephone No. Fax: (407) 275-1015 Scale: None Rev 0 - 2/16/09 ke ANSI/APSP-7 2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation si one of these methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate: Minimum Flow Rate Required:35 GPM Per Skimmer(Required: 1 skimmer per 800 sf of surf.Area) 1.Calculate Pool Volume: 190 X 4 X 7.48(gal./cubic foot) = 5684.8 (Surf.Area) (Avg.Depth) (Vol in gal.) .Determine preferred Turnover Timein hours: 6 60(min./hr.) = 360 (Hours) (Turnover in Min) 3.Determine Max Flow Rate. 5684.8 J 360 = 16 + 0 = 16 (Vol cga.) (Turnover in Mos.) (Pool Float Rate) (Feature Flow Rate) (System Flow Rate) 4.Spa Jett 0 X 0 gpm per jet = 0 flow rate. (p of Jets) (Jet Flow) (Total Jet Flow Rate) (For single pump pool/spa combo,use higher No.3 or No.4 in the following calculations for the pool&spa) Determine Pipe Sizes: Branch Piping to be 2.5 inch to keep velocity @ 6 fps max.at 88 gpm Maximum System Flow Rate. Trunk Piping to be 2 inch to keep velocity @ 8 fps max.at 82 gpm Maximum System Flow Rate. Return Piping to be 1.5 inch to keep velocity @ 10 fps max.at 62 gpm Maximum System Flow Rate. ('2"Return Piping to be branched to 1 1/2"and not to exceed 50 gpm at each return) Determine Simplified TDH: 1.Distance from pool to pump in feet: 38 2.Friction loss(in suction pipe)in 2 inch pipe per 1ft.@ 82 gpm = 0.1 (from pipe flow/friction loss chart) 3.Friction loss(in return pipe)in 1.5 inch pipe per 1ft.@ 62 gpm = 0.16 (from pipe flow/friction loss chart) 4 38 X 0.1 = 3.8 (Length of Suct.Pipe) (Ft of headllft of pipe.) (TDH Suct.Pipe) 5 38 X 0.16 = 6.08 (Length of Pressure Pipe) (Ft of head/lft of pipe.) (TDH Return Pipe) TDH in piping: 9.88 Filter-less:r.TDH(from(titer datsheet): C Heater loss in TDH(from heater data sheet): 0 Total all other loss: 0 (Total all other loss includes but is not limited to...Waterfalls.90's,45's,valves.eyeballs,etc...) Total Dynamic Head(TDH): ( 9.88 Selected Pump and Main Drain Cover: Pump selection (IntelliPro VS P6E6VS4H-209L 'using pump curve for TDH&System Flow Rate (Pump model and size in Horsepower) Main Drain Cover (Pentair StarGuard(500110) I(System Flow Rate must not exceed approved cover flow rates) (Make and Model) Notes:Minimum system flow based o •-mirtflowper skimmer of 35 gpm. Determine the Number and Type of Required In-Floor Suction Outlets: Check all that apply. X Qo oQ 2 8" Suction outlets© 144 gpm max.flow(see note 2). n Cod© Suction outlets @ gpm max.flow(see note 3). It ill Channel Drain gpm w/ ports(see note 4). • 0 INTELLIPRO® VARIABLE SPEED Z HIGH PERFORMANCE PUMP IIIP ETA-P1TE Z '00 Z Featured Highlights •Ability to program exact pump speeds for specific t!1 operations-filtering,heating,cleaning,spa jets,water 0- Ec+o" features and more-reduces energy costs up to 90% MSelect •8 speed settings and on-board scheduling LCD screen a - "" r"° '`' "J with keypad for easy programming C r3 _ _ 4-PENTAIR • Ultra-efficient permanent magnet motor design reduces noise and vibration for greater efficiency and longer pump life • Fully compatible wtih IntelliTouch®,EasyTouch®, Sta-Rite IntelliPro Variable Speed Pump SunTouchm Automation and other pool control systems Protected by U.S.Patent No.,7,686,587,7,815,420,7,854,597, •Operates seamlessly on 50 hz or 60 hz input power- 0611,430,D606,562;8,043,070 and Patent Pending and all Flow/speed are constant when operating on 50hz or 60 hz . corresponging foreign counterparts. • Includes 2"NPT Slip Unions IntelliFlo Variable Speed pumps combine variable drive technology,onboard digital intelligence,and permanent magnet motors(used in hybrid cars]to reduce pump- related energy costs by up to 90%. r r Al ^ 1 6........r \.d'`•/ ii Ordering information _ Pi imat r _ _ -- FHP FRED Listings and Iutuoad kW HP SF S . Product Description Voltage Amps Certificationss r(NPT1 Wt.(Lbs.1 4 ULTRA ENERGY EFFICIENT VARIABLE SPEED INON-SVRS MODELI P6E6VS4H-209L IntelliPro Variable 230 16 3.2 3 1.32 3.95 50hz/60hz UL',NSF 7.CSA3 2 in.x 2 in. 47 Speed ACCESSORIES 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC With 4 Inputs 8 521109 IntelliCom 2-Rated 9-24 VDC with 4 Inputs 1 350122 Communication Cable-50 ft.-Included with IntelliPro Variable Speed 2 ' 'UL'indicates that pump bears a specific UL mark signifying evaluation 3 Canadian indicates ates that Standards CAN/CSA Ca CSA No.1 Ssignifyin d Pump evaluation For to U.S.Standards UL1081 for Permanently Connected Swimming Pools Only(Enclosure 31. Swimming Pool and Spa Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Pumps For Swimming Pools Only(Enclosure 31. s Product state tandards L sl ng status may change.Alwaysconfi m status with regulatory 2 NSF'indicates that pump bears a NSF mark signifying evaluation to appropriate agency if in doubt. NSF Standard 50 For Self-Priming Centrifugal Pumps For Swimming Pools Only. Refer to catalog page 34 for a selection of 1-and-2-Pole GFCI breakers which offer 6 ..,.:11,- 1 . .: .....L.:1-—•;--MCI"')nf10 C4-...z-.-.4-0.,-0..,.1 o........- INTELLIPRO® VARIABLE SPEED -0 HIGH PERFORMANCE PUMP (CONT'D) c l„ 0 xi 0 Keypad for IntelliPro C Z Variable Speed pump 0 Dimensions and Performance' 120 - - . 35 30 *00 ; 1 , F.--- TYPICAL. INLET LOCATIONS I CORNER INLET ORIFICE 1/2".3/4", •1" DIA. I SWEEPING STEPS / / I ____.41 -4141111 _____ KIIIIK i -I I �, Lam_ 9L°EAFFLE PAR \ PARALLEL TO WALL Ar".7.-- / 7 I 4111°1111.9 I 90°BAFFLE SEAT OR STEPOUT t a 1111 gI — 90°BAFFLE 0 1' F TOWARDS BOTTOM u . .:\a SLUICING JET 3/1 ORIFICE IN RACE WAY GUTTERS r : ' r l l l i l r T 1 i \ FLOW < -- 4 �--1 ..MX. Total Design Pressure Head (in Feet) (PSI) I 30 _ II 60 — ■r 25` o Mr U m 1 Qf 50 — ~o Q . 0 g N Ng 11 20:1- 30 — Whit A 0 15 ��// ma °` 20 — M 10 10 — 5 �AII P 0 0 20 40 60 80 100 120 140 160 TYPICAL INLET LOCATIONS 1 ! CORNER INLET i ORIFICE 1,2".3/4", 1" D1A. j SWEEPING STEPS • 111. �— __� � \ 1 ' 50° BAFFLE PARALLEL �- I 1 I !i TO WAIL ( I I 1 ___.y °B AFFLE r-:. SEAT 90 OR STEPOUT 1 ,. 1111 I ' 90° BAFFLE O ji1 r , '1 TOWARDS BOTTOM �:,... L, SLUICING JET 3116" nglFlrc !t •. IN RACE WAY GU 1 TEBs , , � �\\\\,' C .. FLOW 40----e AX\-\‘‘‘. , ‘W. \XX‘\, ‘ Total Design Head (in Feet) Pressure (PSI) I - 30 60 — 1_I Ir 25 ,._ 50 — o 1 1111 Q ' A111 20 cn cc Riff I, I 15 30 — A1ia� �°`\ 20 — _� ral I ' 10 10 - , 1//1111115111111/11111111111111 5 o rAPap%i 0 20 40 60 80 100 120 140 160 III SYSTEM 2 SPECIFICATIONS 1, 1l 'aril tfla . Filter i III nnpunui' Inlet Dim B Outlet inium MService N I,' ♦' Pump Air Release Valve Height 1, `�� far. ''r I" (Pressure Gauge ��► Behind) I To Pool Upper —/rn`— Jr:�/�'��/'=$ /� Tank From �� Shell Pool 4085 1001 Posi-LokTM FIGURE 16—Piping Connections Ring Latch 1 111111111111111111111111111111 Dim A ._ 20(138) - - ' I y 18(124) j Lower 1 18.58"Dia. ). .5 16(110) Shell —� (472 mm) .4 14(97) - 2"NPT Outlet Inlet =i 12(88) Inlet or 2"NPT or Drain gig 10(69) Drain 1�� I 2"NPT s_8 6(55) IS Plug 111 IL.... 1''I� / v I 4(28 1 1 1 - - i , Drai,-1-k- L.4_,......r: 1 i i l I I 4(28) I 431002091 2(14) 1-4--- — 15"Dia. ill 10 20 40 60 60 100 120 140 ; 160 (381 mm) 2.25" (38) (76) (151) (227) (303) (378) (454) (529) ,(606) (57 mm) Flow In Gallons Per Minute(LPM) (�) FIGURE 1A— Dimensions in inches(mm) FIGURE 2—Pressure Drop Curve Table 1 - Filter Specifications Model No. PLM100 PLM12S PLM150 PLM175 PLM200 PLM300 Filter Area sq. ft.(m2) 100(9.3) 125(11.6) 1500(14) i 75(i 6.3) 200(18.6) 300(27.9) Max. Rated Flow GPM(LPM) Commercial 37(140) 47(178) 56(212) 66(249) 75(284) 113(428) Max.Operating Pressure PSI (kPa) 50(345) 50(345) 50(345) 50(345) 50(345) 50(345) Max.Continuous Water Temperature F(C) 104°(40°) 104°(40°) 104°(40°) 104°(40°) 104°(40°) 104 0(40°) Dimension A-Height(mm) 27-3/4(705) 27-3/4(705) 27-3/4(705) 27-3/4(705) 27-3/4(705) 37-5/8(956) Dimension B-Minimum Serivce Height(mm) 38-1/2(978) 38-1/2(978) 38-1/2(978) 38-1/2(978) 38-1/2(978) 57(1,448) 4 Main Drain Frame and Grate r ' >Pentair Water StarGuard Main Drains comply with provisions of the ANSI/ASME :+r,i2r , ' sS•rr,z':;; ,;�.� �+. V` AI 12.19.8-2007 standard and the Virginia Graeme Baker Pool and • New,Improved 8 in Round• Spa Safety 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.StarGuard main drains have an industry leading 15.35 square inches of open area • Compliant with the Virginia for water flow and allow flow rates up to 72 GPM at 1-1/2 ft./sec. ec. Graeme Baker Act 4 i , ,. .. lit; .,, . •c . ;,. 4 4. f'roc r,-t ),...r,l. .,. Fta:1,7.4M rlc«gi.a Open Arr?.0• ' a s nnrr:f .t y �. F�loar (Q PM) Wall(GP M) ��fi•In) is' x t q r l¢ r » zy �a a.7?i aei+• P'I sr i7G fti. ,..•r -# { a' ,. ,5Sbr 1.�`eki- +b.'4t1' `reef r �✓ ' 500108 8 in StarGuard cover w/long ring(single),white 144 � v� . ''f� 112 Is.3s • 500100 8 in.StarGuard cover w/long ring(single),black 144 112 15.35 w* I 500101 8 in.StarGuard cover w/long ring(single),dark gray 144 - 500102 112 15.35 V' J ' 8 in.StarGuard cover w/long ring(single),gray 144 112 ", 15.35 _ ..-:;......-.1..,. 500140 8 in.StarGuard cover w/long ring(2 pack),white ''"•..nit''' • 149 112 15.35 500141 8 in.StarGuard cover w/long ring(2 pack),black 144 112 15.35 : 500142 8 in.StarGuard cover w/long ring(2 pack),dark gray 144 112 IS.35 :K'_ 500143 8 in.StarGuard cover w/long ring(2 pack),gray 144 112 15.35 �' i`'S�ti�iyi 'kilt; M";f 'Af'rljy�i�'����_•�_�'3f'e. ice' .. ..7fra 'F. ASiss.a't4 'a4 ` t P qtr'" ~r[r' ( - 'aSr 1 't,y• ''i% L'1° 3. ilye,tw.;dpo.4.2 .,.. r. P.r-45,.�{{7rvt'i'i. YXi'.^:T aa&mx 500103 8 in StarGuard cover w/short ring(s)n�;nl,wn.t_ 144 • 112 15.35 Ir't`i. :'-..:.. .i;i't.••;•-.J.'-,5':500104 8 in.StarGuard cover w/short ring(single),black Iqq 5°.tt.... € 's':' , 112 15.35 �r " t . 1. 500105 8 in.StarGuard cover w/short ring(single),dark gray 144 112 15.35 1. t / 112 15.35 500106 Bin.StarGuard cover w/short ring(single),gray 144 r"'tartartlttt s 500144 8 in.StarGuard cover w/short ring(2 pack),white t. i. , e 144 112 15.35 4 500145 8 in.StarGuard cover w/short ring(2 pack),black 144 112 )Ti 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 ' s'ata4t airaRagose ,:a 112 15 35• % .s ',(>`---. /�.;-:,,i",y,7{., , .4.t-riwNly,t4 �Ir?�rti4i'S'a t ,.,.F�,. `4.f+, . t.,..4.. , `.. °f,,iti- a .�''h!... .,1'1 •1�AW MWiIRTF.7. "S/hY4{.F�'c l/ 1: ::L,w. '.' r•3 't„ll t e)S+, n b:HY,,IE svv c'J•8'.ii.,FdSYa.-f 4F1t wr- �j 8 in.StarGuard drain w/2 in.side&I.1/2 in.bottom ports 4. O'/500110 ABS sump w/ring&cover (2 pack),white 144 112 I5.35 ' 8 in.StarGuard drain w/2 in.side&1.1/2 in.bottom ports 500111 ABS sump wiring&cover (2 pack).black 144 I l2 15.35 8)n.StarGuard drain w/2 in.side&1.1/2 in bottom ports �•�'' _ 500113 ABS sump wiring&cover (2 pack)•dark gray 144 112 IS 35 8 in.StarGuard drain w/2 in side&1.1/2)n.bottom ports - 500114 ABS sump wiring&cover (2 pack).gray 144 112 IS 35 500115 8 O1 StarGuard drain w' 2)n side psi,ABS sump whu)E& cover(2 pack).white 149 112 15 a 500116 6 .. •itarGuard gram w•2 n, side port ABS sump wiring& nnuu•• cover(2 pack).black 144 112 15.35 6 500117 8 m.StarGuard drain w/2 in side pore ABS Sump wiring& cover(2 pack),dark gray 144 112 15:35 S0011$ 8'^ StarGuard drain w/2 in side port ABS sump wiring& cover(2 pack),gray 144 112 15 35 x'e SHEER DESCENT `' TECHNICAL INFORMATION Waterfall Height Specification Waterfalls naturally narrow as they fall.Waterfall height specifications for each Sheer Descent Waterfall unit are represented below. • t"� c"� "� �- tr Ft r« I 4 N � A) Length of Sheer Descent Waterfall fixture, j y�c► •'°• f I B) Recommended waterfall height from the r.>_/(B) 38 (oi i 1 iir 'lip of the Sheer Descent fixture to the I 1� I � (B� (c) 1 1 1 ,« pool water surface. te) '" (B) C) Width of the sheet of water at the pool (0) rol •- (0) " te) water surface(when installed at the (A) (A) rewrnmended height)mentioned in item B. 1 _. •-- y._---.._.. D) Maximum waterfall height. I i E) Width of sheet of water at the Ohm x maximum waterfall height. I tcla(el 1 (°) `t•' MIL(D) te..--- 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 3 1 2 if Sheer Descent unit is over 5'. c \ • Dedicated plumbing lines are recommended. m al Maximum recommended flow (In U.S. Gallons) 2 O r I r 1 /7 for An c.pAA D'" u , r I t r r 2" ti - I y 1 21/2r for 100 GPM for 140 GPM 1 3" for 225 GPM Typical pump performance at 50 feet of head '/2 HP = 26 GPM 7 8 9 1215 20 3/` HP = 58 GPM 1 HP = 68 GPM Gallons per minute per foot 1'/2 HP — 93 GPM 2 HP Guideline is for 1 ft. to 4 ft. models 3 HP _ 1 GPM — 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 tin 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 , JU o r r-btt..1-:3442 GAWC PAGE 92 Head Lfor oss values GAWC products Cr NO > �o - Q Q Q Q c co co cc) CO LT Cl) c 0 0 z L15 6 3n° 14 .09 42 0� 1 p o.03 . 3 0 ,09 03 rit � ,09 .03 .0311 •,-, '- 28 06 461111 06 0 :1.•:4.,:, - •28 06 06 08 . 14 .62 .28 ,L.,..r.:::: I46 - 0 .46 . 14 ,,.. 1418 01 ,, . 1 8' J O 6 ----- .62 . 18 .24 N .86 ,33 ,98 .66 0 [8oL33 - ,33 ,44 60' . 70 .46 . 92 .46 0 J0 .46 ,4b ,60 721 ,98 98 .62 ,62 0 .98 .62 .62 .82 84' 1 .4 .87 1 . 7 .87 0 1 .4 -- .67 1 .2 ' A 7 i , L.L /r 1 1 - . I V 1 ! 1 e 1 '��` 1 1 1 ____ Values are in feet of head using the g correct flow rate for each type of water fall unit. Also using the recommended size pipe for that flow rate. 1 '/2" pipe for g.p.m. 1 -48 2" pipe for g,p.m. 49- 100 IN GROUND SKIMMERS TECHNICAL GUIDE - 19.0" 1-- ..> - 15.4" T I i 1.. ' .1 - 1 1 I 7./1" I Cri , , '`, i e !,, — - CO T-- irl 1171 ,I I 1 • I •,i . 4 ' 11 It _ — 41 WIDE tvi'DUTti VINYL SKIMMER WIDE Mr.:1JTI-4 EX1FNDEP VINYL SKIMMER . 20.63" , _ 24.165' i .3 N.., , \\ • ., t7",,-t 9 ,, 31 = ..., .s.. - . : 1 f 4 ' --I — 1 --- 13.se ---- 1 zr, rr, r\I rs.1 t.0 k0 Lri °CI, 15.25 18.25 I 0 _ 104 Bermuda Skimmer Pentair Water Pool and Spa Bermuda Skimmer Headless 7 5 a) 0 3 m 1 k L t-r K y 0 .` ..- r .ti 1 : 14 1 ,r g, . a ,iit >S' Y+j,;;;f Ji�ti„w*4 9,4 yv f jafyiX� x j j � 1 if"f::.'i r.. .y-lrM .:tv:. . ...; r! W 4y K n �L !� ti J iytT R. 1, ��.e fi J 4 t� ° "`.: ... 50 60 70 80 GPM x-- 1.5 inch ---x— 2 inch r Rev 02/19/2009 !!/2015 Pentair TDH Calculator r: PENTAIR .i J TDH CALCULATOR Pool Information Pool Volume: 5686 Gal Total Piping Lengths: Turn Over Time: 6.00 Hrs Inlet Side: 60 Ft Suction Lift: 0 Ft Discharge Side: 60 Ft Maximum Pipe 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 Loss at 15.79 Gal/Min: Discharge Piping: 10 Ft/Sec (not incuding fittings or valves) Inlet Piping: 0.29 Ft Discharge Piping: 0.29 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. Results: Your TDH Calculation Suggested Minimum Pipe Sizes: Flow Rate: 15.79 Gal/Min Branch Piping: 1.5 In Your Head Loss: 1.23 Ft Inlet Piping: 1.0 In Maximum Flow Rate Discharge Piping: 1.5 In at Maximum RPM: 106.77 Gal/Min Head Loss at Maximum Flow Rate: 70.60 Ft System Head Pressure Curve 3.0 2.5 2+? � O n 01.5 ri 03 w 1.0 0.5 IntelliFlo Variable Speed.VS+SVRS,or VF-400 rpm Clean System Desired Operation Point 0.0 0 5 10 15 20 https://www.pentairpartners.com/marketing/tchtindex.aspx 1/3 015 Pentair TDH Calculator Selected Components Components Head Loss at Name Quantity 15.79 Gal/Min 2"x 2.5"3 way valve 2 -0.05 2"x 2.5"2 way valve 2 0.05 Main Drain 1 0.14 1 inch Return 3 0.20 Skimmer 2" 1 -0.48 Piping Inlet Discharge Head Loss at Name Quantity Quantity 15.79 Gal/Min 90 degree elbow 12 12 0.65 Tee Through 1 2 0.06 Check Valve 0 1 0.09 Pumps Name Quantity IntelliFlo Variable Speed,VS+SVRS,or 1 VF All Pentair trademarks and logos are owned by Pentair, Inc.IntelliFlo®, IntelliComm®, EasyTouch®, IntelliTouch®, Sun Touch®, and Eco Select."' 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 in 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. https://www.pentairpartners.com/marketing/tdh/index.aspx 3/3 _ /�_.""�► - The Association of ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: Trefry CONTRACTOR NAME: Charles Cribbs AND ADDRESS 66 Dewees Ave 8608 Beach Blvd Atlantic Beach,FL 32223 AND ADDRESS: Jacksonville Florida OWNER: Trefry _CONTRACTOR PHONE: 904-641-5265 DATE: 11.10.15 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 6.686 gallons a.Gallons:23,162 ;or b.Calculated Gallons' (surface area)X (average depth)X 7.48(gal/ft^3) 2. §5.2.1: Calculated maximum filtration flow rate 2 36 gpm (Pool volume.360 or 36gpm whichever is larger) 3. §5.2.2: Auxiliary Pool Load: Yes,_X_No? 3. 36 gpm (Enter the highest"auxiliary pool load'to be powered by the swimming pool filtration pump.Do not add auxiliary pool load flow rates together, only the highest is used). 4. Calculated maximum flow rate 4. 36 gpm (Item 2 Or item 3,whichever is larger.) 5. §5.5.1: Pipe sizing: a.Minimum suction pipe diameter 6a. 1.6 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. 1.6 Inches iCeiwia.�,i rem»._3 il<Pi"61dn�il?apes : iguantRV)=branch flow rate 36(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 Sc. 1.5 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. 1.6 inches (Calculate.Item 4 2§(gpm).Branch Pipes_1_(quantity)=branch flow rate 3.g(gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow 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. 96 sq.ft. (Calculate:item 4. 36_(gpm)a filter factor_.375_) Filter factors Cartndge=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 84 119 184 247 317 499 720 8. Pump selection: §53.2.1: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. 8a.Pentair Intelllpro a.Pump model P6E6Y4H-209L Bb. 73 gpm b.Pump flow 053.2.1,5.3.2.2 Applicable Curve A or C gpm flow listed in database) l of 4/5/2012 ANSI/APSP/ICC-IS Standard Wrong Committee roan 11 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 X 4.4.1.2 Readily accessible on---off switch mounted outside of the heater X Heaters 4.3.1.3 No electric resistance heating unless for in-ground spa with tight fitting cover with R---6 insulation, X 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 X 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 4/5/2012 ANWAPSPMt—1s standard Mount Committee ram 2 of 2