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145 8TH ST - POOL PERMIT = CITY OF ATLANTIC BEACH . a r 0 . - 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0027 Description: Swimming Pool Estimated Value: 0 Issue Date: 7/17/2018 Expiration Date: 1/13/2019 PROPERTY ADDRESS: Address: 145 8TH ST RE Number: 170323 0000 PROPERTY OWNER: Name: SELLERS JEFFREY B Address: 145 8TH ST ATLANTIC BEACH, FL 32233-5409 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: CROWN POOLS INC Address: P 0 BOX 5517 QA BRADLEY J CORREIA JACKSONVILLE, FL 32247 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. * 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. Permit Conditions Page 1 of 2 Enter Permit Number POOL18-0027 View Report J J J 1 of 1 t> Al 41 100% v Find I Next 14. it.:. A C�API j� '� Permit Conditions City of Atlantic Beach Permit Number:P00118-0027 Description:Swimming Pool Applied:6/22/2018 Approved:7/17/2018 Site Address:145 8TH ST Issued: Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:APPROVED Applicant:<NONE> Parent Permit: Owner:SELLERS JEFFREY B Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED „ SATISFY STATUS NO : ADDED DATE : DATE DATE TYPE . DEPARTMENT: CONTACT: REMARKS: 1 7/2/2018 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(247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 2 7/2/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 7/2/2018 POST CONSTRUCTION TOPO INFORMATIONAL SURVEY PUBLIC WORKS Scott Williams Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 7/2/2018 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. 5 7/2/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 7/17/2018 Permit Conditions Page 2 of 2 Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 6 7/2/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full right-of-way restoration,including sod,is required. 7 7/2/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 7/2/2018 TOPO SURVEY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. /(4+ Printed:Tuesday,17 July,2018 ih 1 T 1 of 1 http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 7/17/2018 ;:s2---,\11-4,, City of Atlantic Beach APPLICATION NUMBER u' r. ,r ,;' Building Department (To be assigned by the BuildinghDepartment.) a it-!.. . i 800 Seminole Road PooLi f- V UZ'7 ___, r r �� Atlantic Beach, Florida 32233-5445 J Phone (904)247-5826 Fax(904) 247-5845 /_ /� E-mail: buildin ___O ___Of building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 1/ C g.ii- D�rtment review required Ye No �J Buildi Applicant: CQ WA) ?OOLS in & Zonings Tree Administrator Project: I/O 0 L-- Public Work utilirtftilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Date Other Agency Review or Permit Required of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing p Department First Review: nApproved. enied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING & ZONING Reviewed by: Date: 6/):2/ TREE ADMIN. il Second Review: krApproved as revised. ❑Denied. 1 INot applicable PUBLIC WORKS Comments: PUBLIC UTILITIES VPUBLIC SAFETY Reviewed by: Date: -7'/ '1 FIRE SERVICES Third Review: I /Approved as revised. ( 1Denied. 1 1Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I i CITY OF ATLANTIC BEACH 800 Seminole Road it Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date O 7 -(O' le Revision to Issued Permit Corrections to Comments Permit#Po on f �D 02-7 Project Address j `f 6 8$ 54-c e -V 4A q{\ 6'e`-Ac h ( r;- Contractor/Contact Name o k c C c - 0 Phone q 0 i,( Email oh r1C_Cro cor\ ?col s 1 f C - c 1/17 Description of Proposed Revision /Corrections: Permit Fee Due 50, Dc on' (MCC( 1A( ChgR6e For ( r\ eye, cA(\ ScLk W1Ork inc� o I Additional Increase in Building Value $ CD Additional S.F. C) By signing below,I W\ \\c1((\ S` Q.n Le affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building m Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities 711" / Public Safety Date Fire Services CITY OF ATLANTIC BEACH } 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 `\Dlfl 9r BUILDING REVIEW COMMENTS Date: 6/27/2018 Permit #: POOL18-0027 Site Address: 145 8TH ST Review Status:denied RE#: 170323 0000 Applicant: CROWN POOLS INC Property Owner: SELLERS JEFFREY B Email:john@crownpoolsinc.com Email: Phone: 9048584300 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: 1. Page 1 of 4, General Notes and Details,has out dated code information. This was discussed on a permit application that was applied for earlier in the year. I see it has not been corrected. (1.23.2018 1665 Selva Marina Dr., Atlantic Beach, FL, Permit# POOL18-0004). Also missing is the engineers signature and seal for the shell design of the pool on all pages where it is applicable. 2. The permit application page is also missing information. Crown Pools, Inc. qualifying agent. State Certification/Registration#. Engineer's name and phone number. Proof of insurance. 3. All information resubmitted shall be as a revision and 2 copies of everything is needed. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5844 Email:mjones@coab.us E r-01 ;Ld fzr v e w C47,".if-r‘ 6 -1)-7 -2 of 8- Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH OFFICE COPY 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 Job Address: I W 5 8r k qc c beg FL Permit Number: POOL/8 -0617 Legal Description 2-5 6 Z I b-Z 2c I~ Ckab 01-16)0i' l �.i` lc Parcel# oor Area of Sq.Ft. Sq.F't Valuation of Work$ 110 002> Proposed Work heated/cooled 5 IS non-heated/cooled 61 -'s 6 Class of Work(circle one): New Addition Alteration Repair Move Demolitionj l_ 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 Florida Product Approval # For multiple products use product approval form Describe in detail the type of work to be performed: 5w't W' lv'\ ' (\ c ?t-)I c1 A 50 Property Owner Information: - Name: 5EI Ie�5 )6c y Address: 1`f n 5 'c ,fR �k- ee A--\-1A04 C- 10 qq-1 f'L City k+lga-}i C 1 c_q C I/\ State FL.Zip 3Z7-33 Phone E-Mail or Fax#(Optional) Contractor Information: Company Name CCt✓w\ Qct\S LV1C Qualifying Agent: CO1;j(‘a c I ) 9-(e t q Address: 30o2 (3i) S 4 1\LAY, City Tex CKSoNV i 11e- State F L- Zip Office Phone q o4- c 5 -q 3Ca Job Site/Contact Number Sol/ Z 6 7o 3Y Fax# State Certification/Registration# CPC 14 S( q 7 9 Architect Name&Phone# Engineer's Name& Phone# 7 Ca ret c 5 k l e Pe 1`+e q O 4 11-3 A 7 7 3 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 aperiod of six(6)months at any time after work is commenced. I understand that separate permits must be secured for Electrical fVork, 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 thisplication 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 authori to '• • • • cancel the provisions of any other federal,state, or local law regulating construction or the performance of construction. '' Signature of Owner �u/Pro1=� — Signature of Contractor. Print Name �E ' ' _...... ....._....2)• . .E..lrl.,.L-.B Print Name brei ...iy-V'.... Swore to and sub,„"bed before me Sworn to and subsc ' ed before me t 14 1-Day o , 20/ this l&kDay of .20'a A / loOge otary Public TERI ANN HOWARD otary Public . ` , TERI ANN HOWARD MY COMMISSION#FF907106 •`'v1AV CALI U1 L�Sf9N#FF907106 ? EXPIRES August 05,2019 'Oa� '' EXPIRES August 05,2019 I4o/):)03-0'Si Florid.Nola',Servrcecam l40/l:4-0153 FbridallotarrSenoce.torr Doc # 2018147538, OR BK 18431 Page 134 , Number Pages: 1 , Recorded 06/22/2018 12 :21 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DWAL COUNTY RECORDING $10.00 OTICE .OF COMMENCEMENT • POOL�) nye (PREPARE IN DUPLICATE) Permit No. /O �i).7 Tax Folio No. State of FL_ County of Q(i lea I To whom It may concern: The undersigned hereby Informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT. L _ Legal description of property being improved: 9-5 6 Z 16—Z 5 Zq 1- CAL-00 le( C Lot 8 Address of property being improved: I LI J e4-‘,,, S, �ee_A-- A+la t 1otgL1ll 1—L • General description of improvements:IN GROUND SWIMMING POOL owner JEFF SELLERS • Address i +Y\-- /q ' f 5Qrikv F/ Owner's interest int site of the improvement OWNER Fee Simple Titleholder(if other than owner) Name Address •i Contractor CROWN POOLS INC. ()) Address 3002 PHILIPS HIGHWAY,JACKSONVILLE,FL 32207 v4:V1X Phone No.9048584300 Fax Na.904-858-4330 Surety(if any) 1' Address Amount of bond$ • Phone No. Fax No. Name and address of any person making a loan for the construction of the Improvements. Name Address Phone No. Fax No. Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served: Name Address Phone No. Fax No. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2)(b).Florida Statutes.(Fill in at Owner's option). Name Address Phone No. Fax No. Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a a .t '• different date is specified): THIS SPACE FOR RECORDER'S USE ONLY 0 ER '31e'+' `; t m �� 4 ♦ ' � ' d�� ;,S •h0 Itis Signed: /1l/!_i�.I_ - ��r' , � L!fi •a o •!j iriYe{ ._ , Beioremathis. y �� ,,. ,, � .� Co nit of D jr.,to q!Florida, as personally appeaiec�3:�• ,• o_<: z 91-ers . .:° •iereltpy,,,, •.' !/ z himself/hersnniffIrms that all statements and declarp'tlphs Jietain -, �,`p are true and accurate /� ' `I ti ��r' z (' V21P (J/611,0 41/ Ltory • ir'•.` Public at Large,State of . County of",4 e five 4 *commission expires: -SI � vb t( • PupIPersonally Known Produced Identification LFL-n L- °;40,31 z0Z5.1 fit • ti+ f\—,\ii,,,,,s City of Atlantic Beach APPLICATION NUMBER (1\ Building Department (To be assigned by the Building Department.) \• 800 Seminole Road 00 / - '1 Atlantic Beach, Florida 32233-5445 `-'"L f O O2 7 . Phone(904)247-5826 • Fax(904)247-5845 \ort19'. E-mail: building-dept@coab.us Date routed: ____4,_12V, City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM el- /�S Si J c Property Address: / Department review required Yes No Cg „�� Build. Applicant: C'RjD IAN POOLS Hing & Zoni Tree Administrator Project: 7)0 OL-- -ublic Works Public Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department I First Review: Approved. I (Denied. I Not applicable (Circle one.)) Comments: BUILDING 7. ,,� PLANNING & ZONING Reviewed by: �� Date: V 2�”" S 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. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OCsio rj CITY OF ATLANTIC BEACH * 800 Seminole Road r Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date b —2 9-16 Revision to Issued Permit Corrections to Comments Permit# FOOL,18-0027 Project Address 1145 (2-}\i. 5rc'e_._e-v o - F(.0 c ; ( c\ Contractor/Contact Name C Co ci3{N QOO .5 t (\ C Phone CIO q 938 y 30 0 Email .� 0\iNV> t CND CZ Y\edovs t'(1C- C O m Description of Proposed Revision/Corrections: Permit Fee Due $ y-cc t AT1=td(Au ( k Additional Increase in Building Value $ /U/A v /4 Additional S.F. / By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date (Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works 1.-2 r-- /r Public Utilities L Public Safety Date Fire Services ,S,.i•y'''' TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY rW io City of Atlantic Beach PERMIT# Community Development Department Viz./ 800 Seminole Road Atlantic Beach,FL 32233 J;3 �`' (P)904-247-5800 SITE INFORMATION ADDRESS 145 8th Street SUBDIVISION Club Mannor,Plat Book 25,Page 62 BLOCK LOT 8 RE# Pool Permit Application ❑ RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME Jeffrey B.Sellers PHONE# 904-714-5333 ADDRESS 145 8th Street CELL# same as above CITY A f V r-\#-;C, we(A C STATE FL ZIP CODE 32233 EMAIL jeffreybsellers@gmail.com ❑X OWNER El LEGAL AUTHORIZED AGENT 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 Florida 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-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent d# Jeffrey B.Sellers 6/22/2018 SIGNATURE OF APPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this 5)Y1( day of g L C__��_ ,001 by State of County of - ‘- /4J Identification verified: -Fi — J J\--- a Oath Sworn: ❑ Yes ZrNo Avai--,0(A_ Notary Signature SMy Commission expires r l 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 .* -6 6 e)F- (z- PThe Association of Pool&Spa Professionals® ANSI/APSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: SELLERS CONTRACTOR NAME CROWN POOLS INC. AND ADDRESS _ AND ADDRESS: 145 8TH STREET 3002 PHILIPS HIGHWAY, JACKSONVILLE, ATLANTIC BEACH , FL FL 32207 OWNER:SELLERS CONTRACTOR PHONE:(904) 858-4300 DATE:6/5/2018 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-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 a. Gallons: 17,234 ;or 1. 17,234 gallons - b.Calculated Gallons: 512 (surface area)X 4.5 (average depth)X 7.48 (gal/ft^3) = 17,234 2.§5.2.1:Calculated maximum filtration flow rate 2. 48 gpm - (Pool volume_360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: ❑� Yes, 0 No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 96 gpm - pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 96 gpm - (Item 2 or item 3, whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. 3.0 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. 3.0 inches - (Calculate:Item 4. 96 (gpm):Branch Pipes 1 (quantity)=branch flow rate 96 (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter 5c. 2.5 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. 2.5 inches _ (Calculate:Item 4. 96 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 96 (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. 256.0 sq.ft. - (Calculate:item 4. 96 (gpm)_filter factor 0.375 ) Filter factors:Carrtriidd e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: LJ Yes, 0: No? 7, 2.5 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: §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 ga STARITE INTELLIPRO VSF - b.Pump flow 8b. 48 gpm _ 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 -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 4.4.1.2 Readily accessible on-off switch mounted outside of the heater ri Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, I I 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 ri 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 ri 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. C 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 ri built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 Swimming Pool Energy Efficiency Compliance information 1 Ij Determine Pipe Sties: _ Branch to be 3 inch to keep velocity 6 fps max,at NOTE These Requirements Apply ONLY to the Filtration Pump P p �r 136 gpm System Flow Rate. Ii, Trunk,Skimmer& 3 inch to keep velocity @ 8 fps man.at 181 gpm System Flow Rate. I AINSI/APSP/ICC-15 2011 Suction Piping to be Slow Calculations Return Piping to be 2.5 Inch to keep vebd(y @10 fps max.at 146 gpm System Flow Rate. Pool water volume 17234 +360= 48 gpm-this is the calculated flow rate jl Note:for pools under 13,000 gals.the calculated flow rate or 36 gpm whichever is greater=the filtration flow rate Is there an Auxiliary load on the filtration pump? Yes No Pump Selection as Listed on Curve A or C (circle one) If so,what Is the calculated auxiliary flow rate 96 gpm Filtration pump STARITE INTELLIPRO VSF Maximum Flow Rate 146 gpm Flow Rate(low speed) 96_ gpm 0_ 2350 rpm. , Main Drain Cover CMP NOVA Minimum suction side pipe size @ 6 fps 3 in. Minimum suction side branch pipe size @ 6 fps min. Determine tho Number and Type of Required in-Floor Suction Outlets: prk.elweAi I; Minimum return side pipe size @ 8 fps 2.5 In. Minimum return side branch pipe size @ 8 fps 2.5 in. Check all that apply. I! nxi O° 3.-C. @ 2 CMP NOVA suction outlets @ 300 gpm max.flow II i• I I • n @ 0 0Determine FMK Size: 3 suction outlets @ gpm max.flow II Filter Factors(GPAVSF) X Cartridge(0.375) D E(2.0) Sand(15) Q I • I channel drain @ APm cul l II -1 ports c l !�� I 96 0.375 Filter Size: = 256 I • --i 6�.n64A1 I 0rF4a ear aa. STA-RITE PLM 300 ,PLM 300 Total Head In Feet Conversion Chart FbwaMFrid6nLolaPar Foot I (1411314•4111inches Mercury(Vacuum Gauge) Schedule 40 PVC Pte I I 4 I 3 It 12 14 1e M ' .rr M1a4a4tl - Pump Controls II 0.012 u u an 112 133 tea 111 K2 (L IIIIII�' L 10 INEININCTMIIIIIIIMIIQM11� tis 11 II 2.3 a2 a1 1I 113 122 lea III MA 123 Q•"� 1; Filtration pump has no auxiliary load-standard time clock as a ►I 11A 13.7 III 112 m 17eux1A a�Q7�aQ'111.3� ort il jFiltration PENTAIR EASYTOUCH 4 as a2 11.6 13.7 MA lea ab 22A KO' aV.3 � �MFiltration pump with auxiliary load-Control model for tow speed default within 24 M. 12 ns 111 1111) 112 as 22A it ai >V pQ--�p�-M o 1S it.. 1321 111 1421 as aA 11 an U ani IIIIIIIIimIIIII -aasznoQ711a®a'e'7m uA 11 1u 23A aA 212 VA u au an 0mmrmirrauirnmilmit Heater Model STARLITE SR 400 Iu 111.4 17 KA 12 ai 13 VA w au 0Q"2 as MUM °A'.._ 1 Gas Heater efficiency rating 84% (No Pilot Li ht r2 al 713 1a as 1a an au a1A >v 9 ) KA 11 26.2 aA *2 323 34.3 a1 313 41.1 i TDH Calculation Options Heat Pump efficiency C.O.P. N/A I 11 a.4 71.5 Mt 32.1 MA 11 1• 41.2 424 Far Bidrpinp j 1 254 as 231 az= 342 17 1A 112 ala 111 1 22.7 Ko 322 ala 212 SU 41.3 wa 461 41.1 4 Check one. + KA al ala ala 51 na tla *2 41/ 17 Sbnplted Total Dynamic Heaa�STDH) Ii _ 1 alt fu 11 433" ei /Aa Rl 1A 17 . u 34"-33 an w nA tl2 421 4V 616 al 16A ® Complete BTDH Worksheet-Fiil In eG blanks. N 3$172 au Hf 43.7 413 189 1A ev 1i 7u n a2 41A 4.12 11 412 M2 eL 11 eA NA Total Dynamic Head(TDI) Determine Simpifnd TDH: ANS)5&ANSI 7 Compliance Work Sheet a ni 43A w 414 _wA S3 11 SOPA u ni n Complete Program or other oaks.Fill In required blanks on i 11 Ma 412 411 103 !d 12 172 IV aA 1la worksheet&attach calculations. I, I. Distance from pool to pump in feet 65 is au IBA 10.7 510 55.2 OA MA VA 114.3 035 a at 4.3 1e ma 1a an an an I42 a 633 III Manirrnm Flow Capacity II'�, PIDe per R 181 _gpm° 0.07 (kora pipe Isafbkion lose chart) of the new or replacement pump. 2. Friction loss(n suction pbe)in 3 Indy 1 tt a aw 53.1 6U VA SU 11 1A 11A set n.z I ) p 't -'- as 11 14 57.7 19 Ql MA 117 13 712 79.5 3, Frkhon loss(In return pipe)in 2.5 kith pipe per 1 ft.ti) 146gpm= 0.13. (from pipit's/Radpipit's/Radicetouched) a ret a.7 /13 eel NA 17 1A 13A 731 761 -- 1 AA n3 12.3 142 MA 11 112 71.6 lei 78.1_ a 1, 62.3 Ma 1A 11.1 ?IA713 721 711 14 21 VA M.5 MA 412 71A 711 711 712 IAA 613 TDH in Piping: 13 1 14.7 Si n2 n.e737 AA 712 IIIra I 06.20 18 owner 70 VA 13 712 714- A 13.1 712 711 11A aL Si 57.3 Determine SYnpBAedTDH,_ FNer/HeaterbssnTDH 6.93 1 1a n2 73A 70.1 712 10.5 KI 11 e7A 16 SELLERS n 112 773 VII 711.4 17 12A 12 17.4 107 VA a 733 732 an 17 KO aa2 an IV a3 44.9 4, 65 x 0.07 = 4.55 Mother losses N/A - -7 3460445�.q7855) (Ftdlrll9q 34 a2 71a 11 12 17 as IIA KO 91a 2p) naH bud Py41 34 MA 1A 13.1 i2 VA NJ 11 IlA B36B3 BU 5. 65 z 0.13 = 8.45 1 ma 11 aaa PA as a2 04.4 17 19- IOU C C 1456979 2.44191144 64144,Fpd 41dleWlIaRpl (MIRK.Fb4! Total Dynamic Head(TDH): 19.93 NOTE:FIELD TDH MUST BE EOUAL TO OR HIGHER THAN THE C Idol to,. e CALCULATED TDH. (904)85 300 Scale:None YyI oilsis 7+Md•Iia ti gop- t2 a: NOVA LARGE OUTLET DRAINS VI O ' O PROr,1CT FEATURES RES - -;' L `"" .,,rx • 2.5"and 3" Drain Sizes 0qf. 41 _; 0 V? • PVC Body / i • IAPMO Listed for Use with Nova Style VGB Drain Cover . • • Color Options to Any Pool Finish • For White, Gray, & Black Body is Colored -'_ - ri to Match Selected Cover • • For Special Colors Order Body then Order -i Color Lid & Frame Separately 1 z0r Qs O f , , . 11111 . •r" 0 . ---:,-..--d-,-.. s — III ■ ORDERING , J;D;E REF WHITE GRAY BLACK DESCRIPTION BOX QTY LARGE OUTLET DRAINS A 25513-260-000 25513-261-000 25513-264-000 2.5"NOVA MAIN DRAIN 12 A 25513-400-000 25513-401-000 25513-404-000 3"NOVA MAIN DRAIN 12 B 25516-260-000 - 2.5"NOVA MAIN DRAIN W/ADJUSTABLE COLLAR — B 25516-400-000 - - 3"NOVA MAIN DRAIN WITH ADJUSTABLE COLLAR - - 25516-250-010 - - 2.5"LARGE OUTLET ADJ COLLAR BODY ONLY - ' - 25516-300-010 - -- 3"LARGE OUTLET ADJ COLLAR BODY ONLY 8 REF WHITE GRAY BLACK DARK GRAY TAN DARK BLUE LIGHT BLUE BOX QTY NOVA LID & FRAME ASSEMBLY C 25539-500-100 25539-501-100 25539-504-100 25539-507-100 25539-509-100 - - 60 NOVA LID ONLY - 25516-500-100 25516-501-100 25516-504-100 25516-507-100 25516-509-100 25516-569-100 25516-559-100 50 ' NOTE:THE COVER MAY BE CALLED A"LID"OR A"GRATE"THE RING MAY BE CALLED A"FRAME"OR"COLLAR" ill 124 . 116 NOVA LARGE OUTLET DRAINS TGG 4NHCLIO. • Socket Outlets • Floor or Wall Installation r (' • Seven Year Life on Cover • PVC Body z 0 a7- 8.5"- 8 0" 5'-8.0" - 0 Z7 A Y 0.98' 4/J v N 1 ff�fft YY�� 49' 7.5" l • ¼JJ 10.1' , —3.3'—►, HEAD LOSS (Pa x 103) Results moy wry,reference doto only 40 LARGE OUTLET DRAINS 3"DRAIN 13.41n2 150 GPM 118 GPM 20 2.5"DRAIN 13.4,n2 150 GPM 118 GPM REPLACEMENT PARTS ON PAGE ioy 0 FLOW(GPM) 70 100 130 160 • 800.733.9060 I WWW.C-M-P.COM 125 a NTEL JPRO® VARIABLE SPEED iGH PE�r i il': ,;EE PUMP STA-RITE' A :._ • Featured Hightights •Ability to program exact pump speeds for specific operations-filtering,heating,cleaning,spa jets,water Ci. i e c:. features and more-reduces energy costs up to 90% PENTAIR •8 speed settings and on-board scheduling LCD screen with keypad for easy programming • • • Ultra-efficient permanent magnet motor design .:«.! • reduces noise and vibration for greater efficiency and ..* .'4 "r longer pump life is 016'l,S! • Fully compatible wtih InteltiTouch°,EasyTouch®, SunTouch®Automation and other pool control systems ApWi:anc_ •Operates seamlessly on 50 hz or 60 hz input power. Efficient Flow/speed are constant when operating on 50hz or 60 hz. •Includes 2 in.NPT Slip Unions Ste-Rite IneiiiPro Variable Speed Pump Protected by U.S.Patent No..7,686,597.7.815.420.7.856,597, D611,433.3606,542;8,043.070 and Patent Pending and all correseongina foreign counterparts. :ntei.tiPrc Variable Speed pumps combinci variobte drive technology,onboard digital intelligence,and permanent magnet motors used in it rid carsl to reduce Dump-rely:ed energy costs by up to 90%. Orderina Information FLA!.Lord Prina�y Port Size Carton Product D scriuticn Vo..cye kW HP SF SFHP FREO. Listings and Am" I1F71 ti1t.fLo8.1 Cerlititr r ons s c x t dF 4'T1VAttt:\H._E'3i-FEC;NON SG{iS MEL 1 P6E6VS4H-209L IntelliP;oVaariable 230 16 3.2 3 132 3.95 SOhz/60hz UL',NSF=,CSA�, 2in.it2in. 47 Speed -•- 520641 IntettiCom 4-Rated 15-240 VAC lb-100 VDC With 4 Inputs 8 521109 InteltiCom 2-Rated 9-24 VDC with 4 Inputs 1 350122 Communication Cable-50 ft.-Included with pump 2 ' -Ui:indicates that pump hears aspecific UL mark signifying evaluation Canadian Standards CAN/CSA C22.2;Jo.108-'?1 Liquid Pumps For to U.S.Standards U11081 for Permanently Connected Swimming Pools Only!Enclosure 31. Swimming Po.;and Spa Pumps and to Canadian Standards CAN/CSA ` APSP'Pump has been evaluated to ANS1/APSP/ICC-15 and California C22.2 No.iJ8-01 Liquid Pumps For Swimming Pools Only lEnclosure 31. Title 20 and is certified to use on Residential Swimming Pool Filtration -NSF indicates that pump bears a NSF mark signifying evaluation to Systems. NSFStandard 5E For Setf-Priming Centrifugal Pumps Fcr Swimming ' Product may have been evaluated to other state and local regulatory Pools Only. standards.Listing status r,ay change.A;ways confirm status with 'CSA'indicates that pump bears s CSA mark sgnifyimc evolution to appropriate agency if in douat. Refer to catalog paps 36 for a selection of 1-and-2-Pole GFCL breakers which otter 6 milliamo personnei protection while meetinC NEC 20D8 Standards for Pool Pumps. .01 t INTELLIPRU® VAMABL a SPEED HIGH PERFORMANCE PUMP (rONTT ,.: 4 1.../ 1 _) ( %. • -,, - 0 , '-... 'r•,:it!Pro rbLc Speed Pump 1....,..s.te.:11StUriz.e clita !'"'',-...-A "Cjl mance _ 30 - 100 i Ti , , ; , 1 - ; ! I I 1 1 1 i _ i . ' I MAL'SPEED _ 90 ,- . i 8 3450 RPM I. I 1 1 25 - i I I I 1 - 80 r -_ , .. 1 .SPEED 4 31 0 RRM 1 - I I -1---- , _ 70 1 4 - I • 20 — 1 . 1 1 I ' I - - 60 1 ••• a 1.! '" _. 2 1 , „ i LI; _ i 1 ' I . , ' 1 1 15 ..- 50 I 1 ! 1 1— . - 4o• a SPEED 3 et50 RPM -1' - 40 ,. I . I 1 [ 1 0 - I 1 i 1 t ' I1 1 _ 30 _ I I - esmeozisoo RPM FACTORY PRESET SPEEDS I i 20 • , 1 i , -- 3110 RPM "" 5 — I i 7350 RPM 10 a SPEED 1 1100 Rine . — , — 1500 RPM 1-- _ ! -, L __ ____ i I I i , 1 I . 750 RPM ' 1 I 01 SPEED 1 750 RPM 1 i I 0 —: 0 0 20 40 60 en 100 120 140 160 U.S.Gallons per Minute I , , , , T fT11111111111F11TIVIIIIIII I it IIT 0 5 10 15 20 25 30 35 Cubic Meters per Hour inteltiPro VS+SVRS MirlitTIU in speed is 1100 RPM - 26.1.36 . - . ."----14.ereitst t --- — . . .".."" .....„. --1 -"' ...• -.....t3 j , : /4 '• ' •-- ''- si, -*7-1—.-L vn\r'-\I -- 4.-=-4-.' ". . . It,* , ".'1 11.16, ; • , . ,,. \'-'4- —! __—':: . 10.75 -...- : ..H.....4101 . . r,..e e=,... 7.H.-4, \fs,..s14...,. e.:' .‘.. . „ .....,e . ,L .'. .,_,.., .•,,,,. e,,t.':e41. ' 1 . ! ...1 ',....“ t .. ........,..•‘....a.-.....- ..,.. See page 515 for replacement parts. [ is (7 SYSTEM:2TM MODULAR MEDIA FILTERS PLM SERIES FILTERS STA-RRITE' Featured Highlights --- ter, •Typical Installation-aboveground pools,inground pools, and inground hot tubs •Quality Construction-Durable two-piece tank housing constructed of rugged ABS thermoplastic to ensure a long-lasting tank life r : •Easy Access-Posi-Ring®Locking Ring provides fast access to tank internals •Innovative Design-The innovative balanced flow design • first introduced with the System i 3 Mod Media filter is now available in the smaller System:2 filter,virtually maintenance-free operation for pools of all sizes 4111 MO •Low Maintenance-Complete media coverage combined with shallow pleats means greater dirt holding capabilities,resulting in longer filter cycles and less cleaning System:2 Modular Media Fitters • Large Drain Plug-Filter includes 2 in.NPT Drain ports, PL M Series which are provided with reducer bushing and 1-1/2 in. drain plug to-Rites modular media filtration is the perfect match for both the inground and aboveground pool markets.Advances in media technology and balanced flow design provide dirt-loading capabilities up to 15 times greater than sand fitters of equivalent size.Virtually maintenance-free operation for today's pool owner.The small diameter footprint makes the System.2 fitter a perfect fit for new and retrofit installations. Modular Filter Tanks allows for quick change of filter medias without changing the tank.Contemporary style and matte black finish looks attractive in any pool setting. Ordering Information Turnover Capacity(In Gallons) Effective Filter Flow Rated' (Flow Rate x 60 x Hours) Tank Port Carton Product Area(Sq.Ft.) GPM(Sq.Ft.) 6 Hour 8 Hour Size wt.(Lbs.) 10 Hour SYSTEM:?MODULAR MEDIA FILTER-PLM SERIES PLM100 100 38-100 14-36,000 18-48,000 23-60,000 2 in. 41 PLM125 125 47-125 17-45,000 22-60,000 28-75,000 2 in. 42 PLM150 150 56-150 20-54,000 27-72,000 34-90,000 2 in. 43 PLM175 175 66-150 24-54,000 31-72,000 39-90,000 tin. PLM200 44 200 75-150 27-54,000 36-72,000 45-90,000 2 in. PLM300 45 300 113-150 41-54,000 54-72,000 68-90,000 2 in. 53 Oared on NSF-recommended flow rate for commercial at,375 GPM per Note:Operating Limits-maximum continua:operating pressure of square roof. SC PSI.Pool/spa Iba:hart applications,maximum operating water Note No backwash valve required. temperature linternai filter;104''F 140'Ct. SYSTEM:2TM MODULAR MEDIA FILTERS (CONT'D) PLM SERIES FILTERS Ordering Information Product Description Carton Wt.lLbs.1 ACCESSORIES FOR SYSTEM:2 MODULAR MEDIA FILTER-PLM SERIES 27002-01005 100 Sq.Ft.Replacement Module for PLM100 11 ?` 27002-01255 125 Sq.Ft.Replacement Module for PLM125 11.5 s' .l 27002-01505 150 Sq.Ft.Replacement Module for PLM150 12 z `*, 27002-0175S 175 Sq.Ft.Replacement Module for PLM175 13 '*lt,f "` r` 27002-02005 200 Sq.Ft.Replacement Module for PLM200 14 '1;...,..'.i.$0 Yeti„, 4:... 27002-03005 300 Sq.Ft.Replacement Module for PLM 300 19 .. ." �-lar ti; 1178-820P 2 in.x 1-1/2 in.Pipe Reducer Bushing 8 oz. `. 27001-01305 Spring Check Valve 1 ,, ': 04x-tom Dimensions and Performance `;,4. �4 ter . RT, PLM 300 � ,,_ r r, `° T ,, ,. ,, i i� � JJri ��,\ ,, Listed �. - \. ::4, ,,,,Y1 1,. tY 1 1 / ,4 -.,I _ ."___ + � 1 - - .!,-v.,,,,,,.-r' R,ltd ,:,, 4-0044r \ it\*41:i.'''4".-1414;:'' \ 310 r" -11111 fIlJllhlLIlliIl „r Ill 1- 1111[111 A4.'''' ,r--. mrtln I ouito f : l ? TIM rlut a 4 tis 1K,n r,; r1 -)i 01 / (,,,, ..._ �, . , ??S ,�� 4,•. " ..� , JJ lite 4 ro All dimensions shown in inches. xr;�; , rrSKx,�:<<..t,.t.sy zo I I ;� :Ns; �::,,: MAX.FLOW. fie,sig r ..- 18 RATE KAM 25 4 ^1 '' �� xpr, R. 14 RAATEPLMIUU �� :� .0 11 PLM100. 7" ti*V.�� -• -• 10 PLM125. 'A`4ti ;;VA�t�t:ry+. .t. PLM 150, TI:. 'x1 �"*- H PL M200. ?.4;,,...,•;A:„: PLM300 �f°'' ,r.. F 0 10 20 40 60 80 100 120 140 160 '0 y }a':;. Flow Rate in Gallons per Minute q,..„,;.,..:.., j 4. See page 371 for replacement parts. '.,:54,„:-. .,1%-:,: at. A, ii i .. l � � ! n r 3 I • Y:-•'.70,i..:-.-- ......... simailp:-....- .--..--, -,,„,„,„,„, ,Nremp___H.:, h t - SGsw x ar r r • • t r Ts. ' 4,116000**91 4 est a, '"r' !.." *f.51 $,• 1�,( y.:t rt r r i : 'j ,i �r f- t. a ti Get that warm-all-over feeling Sure, a beautiful pool looks inviting, but its cold water • Specially designed fueling and ignition process permits can keep you high and dry.Which is why it pays to have faster warming of your pool and spa. a Max-E-Therm heater. After all,when the water's just • Easy-to-read, conveniently positioned control panel is right,you maximize the enjoyment of your pool experience. simple to program. The fast-heating Max-E-Therm heater makes your pool irresistible on cool nights. It also allows you to extend • Dura-Glas® Housing will not corrode and stands tough your pool season. against harsh weather. Unlike other heaters,the Max-E-Therm heater offers you If you want that warm-all-over feeling, choose the the latest advances from Sta-Rite®: a rustproof exterior, Sta-Rite Max-E-Therm heater. It's a better choice for smart electronics and increased energy efficiency. a host of reasons. Whether you're looking for quiet relaxation or wild fun, An Eco Select® Brand Product you'll always enjoy your pool in the warm comfort of a Max-E-Therm heater. The Eco Select brand identifies our"greenest" and most • High efficiency rating makes the Max-E-Therm heater efficient equipment choices. Max-E-Therm heaters offer best-in-class energy efficiency'Plus,they are certified for extremely economical to operate. low NOx emissions, making them eco-friendly favorites. a. - - e Heaters for P. e... ._- 1 ,. .- _ . . The heat is on Designed for faster heat-ups-why wait to enjoy that soothing swim? ''` • A view from the top Top-mounted control panel has a large format digital display and 3 360-degree rotation in any direction for easy viewing llif Self diagnostics Control panel indicator lights pinpoint heater or system conditions, fwhich can save money through faster troubleshooting(if required) Easy on the environment Certified for low NOx emissions and outperforms industry standards for air pollution exhaust . '.,,,' i,. Tough exterior Heater enclosure is made of Dura-Glas ,an exclusive Sta-Rite �, thermoplastic resin that handles the heat and weathers the elements This heater is hot! Pool Sizing HEATER SIZE HEATER SIZE aPool professionals will tell you the Max-E-Therm Heater is an Change/ SR200NAAPMD SR333NlVtPMD 5R400NA LPMD SR20GNA LPMD 5R333NA2PMD$R4(gNA LPMD 24 Hrs. Pool Capacity in Gallons Pool Surface Area in Sq.Fc at 5.5'Depth industry favorite for heating pools and spas. Its sleek,contemporary 5 97,383 162,143 194,766 2,364 3,935 4727 styling offers pool owners an easy choice over the traditional-style 10 48,691 81,071 97,383 1,182 1,968 2,364 heaters-those plain-looking,clunky metal boxes just waiting for IS 32,461 54,048 64,922 788 1,312 1576 the rust to set in. 20 24,346 40,536 48,691 591 984 1,182 25 19,477 32,429 38,953 473 787 945 The perfect mix 30 16,230 27,024 32,461 394 656 788 Is the toe test telling you the water could 35 13,912 23,163 27,824 338 562 675 Y` R be a bit warmer?No problem.The 40tt 12",173 20,268 24,346 295 492 591 Max-E-Therm qyour Spa Sizing f rr, pool or spa A perfheaterectlycan balanceduickly mixturewarm .'}: of fuel and air is ignited in the combustion sPnct3►41 (�' • r MODEL 200 300 400 500 600 700 800 900 1,000 chamber,- which produces the 4,, Minutes for 30°F Temperature Rise(Heater Input in 1000 BTU/HR) temperature for faster heating. SR200NA/LP/HD 18 27 35 44 53 62 71 80 89 SR333NA/LP/HD II 16 21 27 32 37 43 48 53 Rated first in its class! SR400NA/LP/HD 9 13 18 22 27 31 35 40 44 If operating cost was holding you back on a heater, you Note-The chart is based on a 30°FC)temperature°16.7 ( rise,discounting losses and only based on can proceed with confidence-Max-E-Therm heaters have heat required to raise temperature in minutes a best-in-class efficiency*rating. "ASME models available.See your Pentair Aquatic Systems representative for details. Available from: *Standard and ASME Copper Heat Exchangers 84%efficient Heavy-Duty(HD)Cupro-Nickel Heat Exchangers 82%efficient t 'A STA-RITE '111 - Simply Smarter. 4.. www.staritepool.com Phone: 800-831-7133 pumps /filters /heaters / heat pumps /automation / lighting/ cleaners /sanitizers /water features / maintenance products All Pentair trademarks and logos are owned by Pentair or one of its global affiliates.Max-E-Therm°,Sta-Rite°,Eco Select°and Dura-Glas°are trademarks and/or registered trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the United States and/or other countries 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. 6/15 Part#P1-720 SA SCAQMD ©2015 Pentair Water Pool and Spa,Inc All rights reserved. rs= �i,; City of Atlantic Beach APPLICATION NUMBER ' 1 I� Building DepartmentE.E (To be as igned by the Building Department.) t�•s. 800 Seminole Road Mo �� Atlantic Beach, Florida 32233-5445 JUN 25 2018 poous- 602-7 ry Phone(904)247-5826 • Fax(904)247-58 1 4( 2� p ,�o;t v E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us �Y'"'� APPLICATION REVIEW AND TRACKING FORM / Property Address: � Xt(� ment review required Yes No Applicant: CAQ0 u/N -POOLS (Planning &ZoningD Pô inistrator Project: 0 L_. Public Works ublic 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 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. ienied. nNot applicable (Circle one.) Comments: BUILDING • r /� PLANNING &ZONING Reviewed by� �2 ate: '" /( TREE ADMIN. Second Review: [Approved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES F PUBLIC SAFETY Reviewed by �Cieleii/dlc,{ Date: 7/7—'1.4) FIRE SERVICES Third Review: ❑Approved as revised. ['Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 I 4 ".‘ r CITY OF ATLANTIC BEACH J� j_s\)\ io Department of Public Works 1200 Sandpiper Lane Jr Atlantic Beach, FL 32233 i,/01119 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 7/2/18 Applicant: Crown Pools Permit#: POOL18-0027 Email: john@crownpoolsinc.com Review Status: DENIED Property Owner: Jeffrey Sellers Site Address: 145 8th Street Email: Not Provided THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: APPROVED , i- 77-**-/ er • Provide construction site management plan, including location of dumps er and portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • Provide drainage plans showing site topography (flow arrows, etc.). • Provide erosion and sediment control plans with installation details. • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • All runoff must remain on-site. Cannot raise lot elevation. • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. • Documentation shows impervious areas are over the 50% allowed by City code. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • 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. Page 1 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL18-0027(Crown Pools).docx t • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • All runoff must remain on-site. Cannot raise lot elevation. • Must provide a topographic (TOPO) survey with water retention for final C.O. Inspection. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL18-0027(Crown Pools).docx 'rt��y,rlri Comp. By: S/W Date: 7/10/2018 Public Works Department City of Atlantic Beach Permit No: Pool 18-0027 Address: 145*th street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning, Subdivsion, and Land Development Regulations requires that the difference between the pre-and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where: V=Volume of Runoff C =Coefficient of Runoff A=Area of lot in square feet R=25-yr/24-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = 7,700 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 3,443 7,700 1.00 0.45 Pervious 4,257 7,700 0.20 0.11 Runoff Coefficient(C)= 0.56 Runoff Volume V= 0.56 x 7,700 x 9.3 / 12 V= 3,328 ft3 Postdevelopment Runoff Volume: Lot Area(A) = 7,700 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 3,761 7,700 1.00 0.49 %ISA = 48.8% Pervious 3,939 7,700 0.20 0.10 Runoff Coefficient(C)= 0.59 Runoff Volume V= 0.59 x 7,700 x 9.3 / 12 V= 3,525 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 3,525 - 3,328 DV= 197 ft3 Retention 8th Street 145 7/10/2018 y�`J �'i rl�r Sti. Comp. By: SAN s Date: 7/10/2018 Public Works Department City of Atlantic Beach Permit No: Pool 18-0027 Address: 145*th street Provided Storage: Elevation Area Storage (ft) (ft) (ft3) 9.5 0 BOTTOM size 10.0 0 TOB size Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Ing round storage=A*d*pf A=Area= 0.0 d=depth to ESHWT= 5.5 pf=pore factor= 0.3 Inground Storage= 0.0 ft3 Required Treatment Volume= 0 ft3 NO WATER RETENTION Supplied Treatment Volume= 0 ft3 REQUIRED Retention 8th Street 145 7/10/2018 I165 OR•RRIG IS THE PROE1116 06 CCINSIAUCP01.1 SQURGRS.MC un USE an REPR000[nd 6611101.11'NE EXPRESSED 1116M61 EA115E161 m G(Y151R11CNp1 SdO1106S.6,6 S 166011111116D LLL 1110115 a IxSXaw NO 661ERTd1 Mt UPRES9.1 RESERWD i ---,0"-- fr Ur uo Ee LA I • h • r• •• ' r J • • -1 r— T.:—-1-- It , . I I • ,• I I I ,. . •I• I 1 • I • • , ., I �' . 0110 ,1 I. F , . I. • iz D 1 'I 1 I •1 Z 1 im D I • • •I of —I I e 1 , I S in p I .• • • D I• Z1 I' - > ' `' 40 .t4".r , or- 1/41 II'.w x.42. il • -",......-"---....__-",, ^ --k"ss c....%"1 "/"... \.n4 2 15"••- 7,- 17 � � `1�� V��LES EM 1 RENOVATION PLANS CONSTRUCTION SOlUT10NS, INC. W 4 ✓1 FOR «I«1 a.Ewr OM-sone IOIe tE '^ • a 145 8IH STREET ® ""nn nolo.61-6w��ar� WORE:TRU TION U (ern eoINC R• ATLANTIC BEACH.FLORIDA .1 0111106 GEnlnurt ar wnlaRuna 60.2615.2 a 0 sp The Association of Pool& Spa Professionals' ,'c o f-= Z ANSVAPSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: SELLERS CONTRACTOR NAME CROWN POOLS INC. AND ADDRESS AND ADDRESS: 145 8TH STREET 3002 PHILIPS HIGHWAY, JACKSONVILLE, ATLANTIC BEACH , FL FL 32207 OWNER: SELLERS CONTRACTOR PHONE:(904) 858-4300 DATE:6/5/2018 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-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 a. Gallons: 17,234 ;or 1. 17.234 gallons b.Calculated Gallons: 512 (surface area)X 4.5 (average depth)X 7.48 (gal/ft-A.3) = 17,234 2. §5.2.1:Calculated maximum filtration flow rate 2. 48 gpm (Pool volume_360 or 36gpm whichever is larger) 3. §5.2.2:Auxiliary Pool Load: El Yes, ❑No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 96 gpm pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 96 gpm (Item 2 or item 3, whichever is larger.) 5. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter 5a. 3.0 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. 3 0 inches (Calculate:Item 4. 96 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 96 (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter 5c. 2.5 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. 2 5 inches (Calculate:Item 4. 96 (gpm)_Branch Pipes 1 (quantity).branch flow rate 96 (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. 256.0 sq. ft. (Calculate:item 4. 96 (gpm)_filter factor 0.375 ) Filter factors:Cartrid e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2: Backwash valve: Yes, 17]No? 7. 2 5 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: §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. STARITE INTELLIPRO VSF b. Pump flow 8b. 48 gpm _ 05.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 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 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. 5.5.6 Directional inlets for mixing pool water. 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 7 0 F I 2 Swimming Pool Energy Efficiency Compliance information Dete mi e P Sizes: - NOTE:These Requirements Apply ONLY to the Filtration Pump Branch Pig to be 3 Inch to keep velocity @ 6 fps max.at . 136 gem System Flow Rate. Trunk,Skimmer& 3 inch to keep velocity @ 8 fps max.at 181 gpm System Flow Rate. APISI/APSP/ECC-15 2011 Suction Piping to be F.-low Calculations Return Piping to be 2.6 inch to keep velocity @ 10 fps max.at 146 gpm System Flow Rate. Pool water volume 17234 +360= 48 gpm-this Is the calculated flow rate Note for pools under 13,000 gals.the calculated flow rate or 36 gpm whichever Is greater=the filtration flow rate Pump Selection as Listed on Curve A or C (circle one) Is there an Auxiliary load on the filtration pump? Yes V No_ If so,what Is the calculated auxiliary flow rate 96 gpm '- Maximum Flow Rate 146 gpm Filtration pump STARITE INTELLIPRO VSF Flow Rate(low speed) 96 gpm @ 2350 rpm. Main Drain Cover CMP NOVA J Determine the Number and Type of Rewired In-Floor Suction 0ullets: (WYMinimum suction side pipe size @ 6 fps 3 _In. Minimum suction side branch pipe size @ 6 fps�_ 3__in. ---- Minimum return side pipe size @ 8 fps 2.5 In. Minimum return side branch pipe size @ 8 fps 2.5 in. . Chock all that apply. (•--71 @ 3.,,:r 0 2 CMP NOVA suction outlets @ 300 gpm max.flow i 1 I I 0 0 0 3 suction outlets @ r gpm max.flow DderrtYrte FAter Size: • Filter Factors(GPM/SF): X Cartridge(0.375) 0 E(2.0) Sand(15) I I I • I channel drain @ [ gpm WI ports F8ter Size: 96 I 0.375 256 STA-RITE PLM 300 ] Total Head In Feet Conversion Chart 4 Flow andule 40d Friction PVLoss es.ad.I (.375 re.a6l ii Flow aro Fddbn Lose Per Foot Ir+w wlm.d rAed l What Mercury(Vacuum Gage) Pipe 0 2 1 I 1 N 14 a a e e -ssa a sane Pump Controls 40 23 U 11 an 113 131 Ise *L1 m3 N...r ewe 67. Dm 21P aA m6. 216 10 23 1e 01 if 11.1 11.1 16.0 *I 20A 211 Filtration pumphas no auxiliary load-standard time clock u u II IIA 117 18i 112 mA 71.7 71➢ I.B 116. as a6. OM a6. a2r T s7 ar e6. Lw neon LIN 111 " u 110 111" Ne 111 mA ns 23.0 Z1] Filtration pump with auxiliary load-Control model for low speed default within 24 hr. PENTAIR EASYTOUCH 4 u 113 11J Ne N.1 sae 221 m. t las ar1s a6. Q40 117.4 IN law 273 111 113 111 183 ?a 72.1m.1 17. M3 11.17 1x6. ear N16. Nr mow La' 13.1 NI 18A ml 27A m] V m7 111 111 f MI6 SR 1116. IN aeon 1e1' Heater Model STARLITE SR 400 *2 +u mr ma m2 273 tU 123 343 116 - r Mw air 1°6. lig NA 20] 710 m3 11A me 123 312 163 61 Gas Heater efficiency rating 84% (No Pilot Light) OA 111 113 173 NA 111 tU v Si 11.1 l TDH Calculation OpIImN Heat Pump efficiency C.O.P. N/A I mA n m3 am M3 r.1 M6 x7 112 x1112 16.6 414 For each pump 1 27.7 a3 123 MA 113 ND 413 116 113 41.1 I, •-_-Check cane. 1 MA 313 313 110 11.1 113 a1 as 111 50AA ' -- 1 StilNl�d TOW DY110rriC Head($TDlH) 113 MA aA 411.0 aeat 1.1 I x �.,,,,..y.87DH Nhrlrsl11el-FeIn all blanks. a MJ 111 e] 3 1 ItA 111 114 111 16A 111 eb] m7 1eu I N 213 u 473 4.7 a➢ 113 e6 d W era Total Dynamic Head(T� I n NA Ira PA wt 1(2 ee av 111 67A ovto Program other caks.Fill In required blanks on ANSI 5&ANSI 7 Compliance Work Sheet 1e INA 113 qt aA u e3 111 r7A 117 113 ( [ I (:e ilple g a eg tJ Determine Simplified TDH: ,1 11A a] 114 11i eA a] aA 52 113 OL1 worksheet&attach calculations. 1. Distance from pod to pump in feet: 65 a m a1131" aAae 117 e1 111 11➢ 071111 ae3 b 111 1A IU 113 Lai w3 Si53 1 1 I m HOW Cepedly I 1t 2. Friction lass(n suction pipe)In 3 Inds pipe per 1 A _.-.g 181 gem. 0.07 (ham pipe flow/friction loss chart) a 11A 611 613 VA s1 111 NA CU 11.1 111 of the new or replacement pump. 73 111 614 67.7 WI 111 111 v 113 712 715716 I r - ,- t_ - 13 3. FrFrictionFrictionloss(n slum pipe)in 2.5 Inch pipe per 1 A.g 146 gpmr 0.13 __.(from pipe flowdkicdon loss chat) as 6116.o e3 043 Na 111 7113 IAA m3 . 24 55A A1.7 SUL 122 MA 11.7 711 -- - m 11.1 0223 MA 4.1 01.1 71A m1 75.9 76.1 11r I 27 114M1 V 6.2 71A 73r 43 711 e3, Fir . 2018 ownerM109 113 MI 717 71.0 712 166 113 113 TDH hPphg: 13 m m D 7 • 01.r 3 13 713 753 m3 741 ale Si 113 e3 I '2 SELLERS 113 tJ 733 111 713 MA 113 111 114 113il De TDH`- Mar/Heater loss in TDH 6.93 31 711 732 rat 71A6.7 El 62 17.4 117 11.0 .? a 711 712 721 N 11➢ 813 VA 117 e➢ NJ q, 65 a 0.07 _ 4.55 All other losses N/A _-. 33 111.2 is 117 113 113 aA Iu Si 113 63 e jpd&weeaI prdh.31sdpa.1 MN 1012 NO M 31 NA 811 112 VA NJ 111IU MI_ NJ CPC 1456979 5. 65 x 0.13 = 8.45 - a III 11.1 115.4115.4w 116 112 MA v Ni N+11 056,Cert E Lanai dewy rrdn..a's 6d/ro.I noa er..vpt Tri1 al Dynamic Hese(TDHk 19.93 MOTE:FIELD TDH MUST BE EQUAL TO Oft HIGHER THAN THE. CALCULATED TDH. (904)858-4300 Scale:Noneea .rd.M..re rv�e t NOVA LARGE OUTLET DRAINS 3 OF I2- _ p PRODUCT FEATURES t.9 • 2.5"and 3" Drain Sizes O • PVC Body IAPMO Listed for Use with Nova Style VGB Drain Cover • ,:. • Color Options to Any Pool Finish • For White, Gray, & Black Body is Colored to Match Selected Cover • • For Special Colors Order Body then Order i Color Lid & Frame Separately 'I O _ ( 11■ I I O • • • REF WHITE GRAY BLACK DESCRIPTION BOX QTY LARGE OUTLET DRAINS A 25513-260-000 25513-261-000 25513-264-000 2.5"NOVA MAIN DRAIN 12 A 25513-400-000 25513-401-000 25513-404-000 3"NOVA MAIN DRAIN 12 B 25516-260-000 - - 2.5"NOVA MAIN DRAIN W/ADJUSTABLE COLLAR B 25516-400-000 - -- 3"NOVA MAIN DRAIN WITH ADJUSTABLE COLLAR - 25516-250-010 - 2.5"LARGE OUTLET ADJ COLLAR BODY ONLY - 25516-300-010 - - 3"LARGE OUTLET ADJ COLLAR BODY ONLY 13 REF WHITE GRAY BLACK DARK GRAY TAN DARK BLUE LIGHT BLUE BOX QTY NOVA LID & FRAME ASS C 25539-500-100 25539-501-100 25539-504-100 25539-507-100 25539-509-100 - - 60 NO 'A LID ON: - 25516-500-100 25516-501-100 25516-504-100 25516-507-100 25516-509-100 25516-569-100 25516-559-100 50 • NOTE:THE COVER MAY BE CALLED A"LID"OR A"GRATE."THE RING MAY BE CALLED A'FRAME"OR"COLLAR" 124 \OVA LARGE OUTLET DRAINS • Socket Outlets • Floor or Wall Installation • Seven Year Life on Cover • PVC Body - z 0 D 8.7• - 8.5" z 8.0• 0 _ 0.98" - z immillinommimmmommisimmism 4.9" • 7.5' 3 3• -33' HEAD LOSS (Paz 103) Results may vary,reference data only 40 LARGE OUTLET DRAINS 3"DRAIN 13.4in' 150 GPM 118 GPM 20 2.5"DRAIN 13.4in2 150 GPM 118 GPM REPLACEMENT PARTS ON PAGE 0 FLOW(GPM) 70 100 130 160 • 800.733.9060 I WWW.0-M-P.COM 125 f- 1 L a M f TELLUPRO® VARIABLE SPEED Hirt prr.:O� `D I''ire- wtp lu, i Ertl til\l'llikCE . UI It STA-RITE° a ure,t;fsghtight •Ability to program exact pump speeds for specific operations-filtering,heating,cleaning,spa jets,water Select features and more-reduces energy costs up to 90% .11 _. .- . PENTAIR •8 speed settings and on-board scheduling LCD screen • with keypad for easy programming j •Ultraefficient permanent magnet motor design . !• , reduces noise and vibration for greater efficiency and • v E4 longer pump life a M •Fully compatible wtih IntellTouch•,EasyTouch•, .\ ° ` � Sunlouch•Automation and other pool control systems iy)pliallC: •Operates seamlessly on 50 hz or 60 hz input power. --- ' -or f f fl ci e nt Flow/speed are constant when operating on 50hz or 60 hz. •includes 2 in.NPT Slip Unions Sta-Rite IntaiiiiPro Variable Speed Pump Prot;cteo by U.S.Patent Wo..7.686,587,7.815,420,7,854,597, D611.433,D606.562:8,043.070 and Patent Pending and alt corr?snongingforeign counterparts. :ntel'ipre Variable Speed p:,r,mps combine variable drive technology,onboard digital intelligence,and permanent magnet motors tueed in ny;r'd cars;to reduce pump-rela'.ed energy costs by up to 90%. Ordering information Full.Lead Primary ;'or.Size Carton "Product Description Voltage Amps kW HP SF SEHP FREO. Listings and i".?T) Wt.'Lbs.) Cartiiicenons S Ul?RA ENERGY L:r-ILSENI VARIABLE SPEED INON A f<S MOOEL1 P6E6VS4H-2094 lntelliSpeed Variable 230 16 3.2 3 1.32 3.95 SOhz/60hz UL',NSF 2,CSA' 2 in.x 2 in. 47 . ACC SSOCtE•S,< . 520641 IntefiCom 4-Rated 15-240 VAC 15-100VDC With 4 Inputs 8 521109 IntetliCom 2-Rated 9-24 VOC with 4 Inputs 1 350122 Communication Cable-501L-Included with pump 2 ' UL'indicates that pump bears a specific UL mark signifying evaluation Canadian Stanuards CAN/CSA C22.2 No.108-D1 Liquid Pumps For to U.S.Standards UL1081 for Permanently Connected Swimming Pools Only(Enclosure 31. Swimming Pea and Sc„ Pumps and to Canadian Standards CAN/CSA ; APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California C22.2:Jo. i,:8-01.inuid Pumps For Swimming Pools Only(Enclosure 3). Title 20 and is certified to use on Residental Swimming Pool Filtration 'iJSF'indicates that pump bears a NSF mark signifying evaluation to 5,stems. iJSF Standard 5C For Self-Priming Centrifugal Pumps For Swimming ' Product may have been evaluated to other state and local reg.datory Pools Only. standards.Listing stats ray change.A:ways confirm status with 'CSA'indicates(hr.!pump bears.1 CSA mark signifying evaL:tion to appropriate agency if in douJt. Refer to catalog pane 36 for a selection of 1-and-2-Pole GFCt breakers which otter 6 miiliamn personnel protection while meeting NEC'2008 Standards for Pool Pumps. , . iiNITELLPRO® VARIABLE SPEED .. HIGH ict-7RFUP,!\11: !Ci.: FLI,',11) (CONT'Di „,,, 467.7.6 .:11. - .40 ..rAliPro\ a".able Speed Pump Dimensions and P-_-,-,..rf-cii-mance 30 - 100 Ii 1 ' 1 I I I ; 1 ” I90 I MAL SPEED - [10 3450 Mil II I 25 - I i i so --.. 6 SPEED 4 3110 RPM 1 I I I 70 1 1 .- I 1 20 - i 1 I 1 -1. I : i 1 i - ,_ 60 - 2 I i [ '--..! I i 1 ''.. 1111 i._ - I I ' I I _ 1 1 5 - IF, 50 i 1 I I SPEED 3 RPM 1 1 o - s la TO t I I . I 40 I I I 1, 1111 1 1 10 - I I fi I I I 30 I ! 1 ! 1 I . .__L___I I I I 1 I 1 I I FACTORY PRESET SPEEDS I 1 ! la SPEED 2 1500 RPM i 1 20 -.7 3110 RPM I- 5 - 11 I ' ll 1 1 2350 RPM 1 - la SPEED 1 1100 *, 10 -- ----- 1500 RPM j- - 750 I , - ---T----1-----t--- I t - 750 RPM I I '0 SPEED 1 RPM I I I a .: a ! I , , i ! , 1 1 ' I 0 20 40 60 90 100 120 140 160 U.S.Gallons per Minute 1 , , , , i r . , 1 , , - -, 1 , , Ill ' III- 11 , 111 iliTill 0 5 10 15 20 25 30 35 Cubic Meters per Hour Intetti Pro VS+SYRS mi- mum speed is 1 100 P.Piv; - 26.406 - _ 11.047 _ 'kre0"--------.... .• -7 1 ' • -', i',.. 0,3 .....r...,, , 0-..,:,., 4 \.,i, ---t.:-------.:-- -.-13--• ' I ' -- 1; 14.4eotii e N ..:•:-... J. • • ,• •..), „ ,• „ .2....);, ‘.... v, ••,. ,..,„,v , ,..,_ „. :„... ...,,,, • 74-4 1---------; •-;.:.....-----:--"--4.2- -:i10.75 i .e.,..-,' ,.-!1I-•,-,-,,-.mp.o. • __ ... .. -- ---_-- IT - ---, See page 515 far replacement parts. I 0 Ci 1= l'Z SYSTEMe2T" MODULAR MEDIA FILTERS PLY SERIES FILTERS STA-RITE' Featured Highlights •Typicallnstallation-aboveground pools,inground pools, and inground hot tubs •Quality Construction-Durable two-piece tank housing constructed of rugged ABS thermoplastic to ensure a long-lasting tank life • Easy Access-Posi-Ring®Locking Ring provides fast access to tank internals •Innovative Design-The innovative balanced flow design first introduced with the System 13 Mod Media filter is now available in the smaller System:2 filter,virtually maintenance-free operation for pools of all sizes %111 1100 •Low Maintenance-Complete media coverage combined with shallow pleats means greater dirt holding capabilities,resulting in longer filter cycles and less cleaning System:2 Modular Media Filters •Large Drain Plug-Fitter includes 2in.NPT Drain ports, PLM Series which are provided with reducer bushing and 1-1/2 in. drain plug Sta-Rite's modular media filtration is the perfect match for both the inground and aboveground pool markets.Advances in media technology and balanced flow design provide dirt-loading capabilities up to 15 times greater than sand filters of equivalent size.Virtually maintenance-free operation for today's pool owner.The small diameter footprint makes the System:2 filter a perfect fit for new and retrofit installations. Modular Filter Tanks allows for quick change of filter medias without changing the tank.Contemporary style and matte black finish looks attractive in any pool setting. Ordering Information Turnover Capacity(In Gallons( Effective Filter Flow Rated' (Flow Rate x 60 x Hours) Tank Port Carton Product Area(Sq.Ft.I GPM(Sq.Ft.l 6 Hour 8 Hour 10 Hour Size Wt.(Lbs.) SYSTEM:2 MODULAR MEDIA FILTER-PLM SERIES PLM100 100 38-100 14-36,000 18-48,000 23-60,000 2 in. 41 PLM125 125 47-125 17-45,000 22-60,000 28-75.000 2in. 42 PLM150 150 56-150 20-54,000 27-72.000 34-90.000 2in. 43 PLM175 175 66-150 24-54,000 31-72,000 39-90,000 2 in. 44 PLM200 200 75-150 27-54,000 36-72.000 45-90,000 2in. 45 PLM300 300 113-150 41-54,000 54-72,000 68-90,000 2 in. 53 Based on NSF recommendeditow rale for commercial at er.375 GPM Square toot. P Note:Operating limits-maximum continual operating pressure pi 50 PSL Pool/spa tbathert applications,maximum operating water Note:No backwash valve required. temperature(internal filters 10�'F{40°q. •z SYSTEM:2T" MODULAR MEDIA FILTERS (CONT'D) PLvl SERIES FILTERS Ordering Information Product Description Carton Wt,lLbs.l ACCESSORIES FOR SYSTEM:2 MODULAR MEDIA FILTER-PLM SERIES 27002-0100S 100 Sq.Ft.Replacement Module for PLM100 11 27002-01255 125 Sq.Ft.Replacement Module for PLM125 11.5 27002-0150S 150 Sq.Ft.Replacement Module for PLM150 12 27002-0175S 175 Sq.Ft.Replacement Module for PLM175 13 27002-02005 200 Sq.Ft.Replacement Module for PLM200 14 , 27002-0300S 300 Sq.Ft.Replacement Module for PLM 300 19 U78-820P 2 in.x 1-1/2 in.Pipe Reducer Bushing 8 oz. 27001-01305 Spring Check Valve 1 Dimensions and Performance PLM300 l = , l� a NSF l4r k t / `` f `y €(II i ',,�®"'\ Listed L ' / q/..,.9_;/?,:ji ; . I 1. ti ( i ,, 1 'r. I x I t 1 1 1 % �ktj i j I hx ry 3'1-? i 'I i f11114h'1 I I f r ` rftaillffram., _ , . . eittu.ukuntifilop t 4•S F��4Y 7-Mt l� 1 .-f TIMI 1 r fit4x ,< i� 'i nL0 .: 1 :ti 71s I TSI. ifs( 22. :i .rf nn —Y! i L i 1\, L:_ `=`" moij i a:r -- ___I 1 --- 13(0:. All dimensions shown in inches. zo 1 I t MAx.FLOW __ ,�, dr t•i 18 RATE PLM125 �S t ,, e�yP 16 JW // 100 c PLM1o0. G 10 PLM125, ' 1 E PLM150, kv 8 '-' PLM175, ,;:):::'-:--1`,..,:.:i.' mPLM200, a` 6 PL M300 4`� 4 Yy..s 2 4 0 10 20 40 60 80 100 120 140 160 t , Flow Rate in Gallons per Minute �v,M T f See page 371 for replacement parts. -. • _l r 3 N ` 44 ,�, , "' .. d ...-•:,.::44.:,';'=•=1:::;•7,‘ ia A; ♦i, ` y ; r'tt4iy � . ae tT.f ,t?! J 5 :`i .. ;r: atl!:- �b r Yom `3T y : .y, .1a'V} K s ...-:-:--.. .7: - r,.i-... _ tp. is i { • .- • ,, r !.-. Fiint ' lir ' ,-.4,eirl -0t.- ;.'"- - ; o- � Illi :,, .7 Allik•..� , _i Get that warm-all-over feeling Sure, a beautiful pool looks inviting, but its cold water • Specially designed fueling and ignition process permits can keep you high and dry.Which is why it pays to have faster warming of your pool and spa. a Max-E-Therm heater. After all, when the waters just • Easy-to-read, conveniently positioned control panel is right,you maximize the enjoyment of your pool experience. simple to program. The fast-heating Max-E-Therm heater makes your pool irresistible on cool nights. It also allows you to extend • Dura-Glas® Housing will not corrode and stands tough your pool season. against harsh weather. Unlike other heaters,the Max-E-Therm heater offers you If you want that warm-all-over feeling, choose the the latest advances from Sta-Rite®: a rustproof exterior, Sta-Rite Max E There heater. It's a better choice for smart electronics and increased energy efficiency. a host of reasons. Whether you're looking for quiet relaxation or wild fun, An Eco Select® Brand Product you'll always enjoy your pool in the warm comfort of a Max-E-Therm heater. The Eco Select brand identifies our"greenest" and most efficient equipment choices. Max-E-Therm heaters offer • High efficiency rating makes the Max E Therm heater best-in-class energy efficiency.* Plus,they are certified for extremely economical to operate. low NOx emissions, making them eco-friendly favorites. , __,..... -.....:._--------__:::::_,,, NI ax- E-Th e rm Heaters for Pools and Spas . The heat is on _ Designed for faster heat-ups-why wait to enjoy that soothing swim? a s - _ A view from the top ,,t ---.- Top-mounted control panel has a large format digital display and ," - 360-degree rotation in any direction for easy viewing '. Self diagnostics t Control panel indicator lights pinpoint heater or system conditions, t which can save money through faster troubleshooting(if required) . ' 'x` Easy on the environment ♦ Certified for low NOx emissions and outperforms industry standards /10 for air pollution exhaust Tough exterior Heater enclosure is made of Dura-Glas,an exclusive Sta-Rite thermoplastic resin that handles the heat and weathers the elements a This heater is hot! Pool Sizing*. °F Temp. sR200NMPIHD SR333NMPMD SR400NMPMD SR2OCNAlIPMD SR333NAICPMD 5R404,1MPMD Pool professionals will tell you the Max-E-Therm Heater is an 24 Hrs. Pool Capacity in Gallons Pool Surface Area in Sq.Ft at 5.5'Depth industry favorite for heating pools and spas. Its sleek,contemporary 5 97,383 162,143 194,766 2,364 3,935 4,727 styling offers pool owners an easy choice over the traditional-style 10 48,691 81,071 97,383 1,182 1,968 2,364 heaters-those plain-looking,clunky metal boxes just waiting for 15 32,461 54,048 64,922 788 1,312 1,576 the rust to set in. 20 24,346 40,536 48,691 591 984 1,182 25 19,477 32,429 38,953 473 787 945 The perfect mix 30 16,230 27,024 32,461 394 656 788 � Is the toe test telling you the water could 35 13,912 23,163 27,824 338 562 675 it w be a bit warmer? No problem.The 40 12,173 20,268 24,346 295 492 591 r-k Max-E-Therm heater can quickly warm your Spa Sizing" pool or spa.A perfectly balanced mixture of fuel and air is ignited in the combustion 60 SPA voLU (Ga MODEL 200 300 400 500 600 700 800 900 1,000 chamber, which produces the optimal Minutes for 30°F Temperature Rise(Heater Input in 1000 BTU/HR) temperature for faster heating. SR200NA/IP/HD 18 27 35 44 53 62 71 80 89 SR333NA/LP/HD II 16 21 27 32 37 43 48 53 Rated first in its class! SR400NA/LP/HD 9 13 18 22 27 31 35 40 44 If operating cost was holding you back on a heater, you Note The chart is based on a 30°F(16.7°C)temperature nse,discounting losses and only based on can proceed with confidence-Max-E-Therm heaters have heat required to raise temperature in minutes. a best-in-class efficiency'rating. -ASME models available See your Pentair Aquatic Systems representative for details. Available from: *Standard and ASME Copper Heat Exchangers 84%efficient Heavy-Duty(HD)Cupro-Nickel Heat Exchangers 82%efficient Vi ':. #` STA-RITE' '` i Simply Smarter. www.staritepool.com Phone: 800-831-7133 pumps /filters / heaters / heat pumps / automation / lighting/ cleaners / sanitizers /water features /maintenance products All Pentair trademarks and logos are owned by Pentair or one of its global affiliates.Max-E-Therm",Sta-Rite®,Eco Select*and Dura-Glass are trademarks and/or registered trademarks of Pentair Water Pool and Spa,Inc.and/or its affiliated companies in the United States and/or other countries.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. 6/15 Part#PI-720 V: SCAQMD ©2015 Pentair Water Pool and Spa.Inc All rights reserved. (A 7U LJ , "vsci Hirros • ! j :U1 . it-,ase G L O OI O S w y a d tLiddI Irakihii MAP SHOWING BOUNDARY SURVEY OF LOT 8, ACCORDING TO THE PLAT OF CLUB MANOR AS RECORDED IN PLAT BOOK 25, PAGE(S) 62 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. CERTIFIED TO: JEFFERY B. SELLERS AND CARRIE SELLERS, HOMEGUARD TITLE & TRUST, LLC, FIDELITY NATIONAL TITLE INSURANCE COMPANY AND EVERBANK L H LOT 2 LOT 3 LOT 4 IL y 1 ( 5, 5,I N552112'E69.71' (Y) z a N 85'32'15" E 70.00' (R) �, a4' V) — _J I — — I�ON UNE — C } y d �` as in QT = • 0 a 1 W .'7 —1--1� R-1-1 =�—�-1 Y R Y 1 Y E.co a g Ia.- ; Lo C ° M 4�1I4- �I a� I Illlitl fil ar ✓ Z •-t a & coNcREIE °•s• 14'-2" ERUNE1 (nun.wa-v, •.s 23-I O"� 0.1' g 1 p p O d Waimea I I _ 1/2• R: 1 vi 0. a. Q w t - m. T I IRON PIPE I4 §' ! fW -- 1N. L / i Q POOL EQUIPMENT PAID.-,„„,„...., . (1' 9� 1.::=4,-,--; - _ of o e I INN Q � 1e.7' �r WIA I ;:"<„,,ttil z;9 "� o7.rW io2 as.e o f 41`K o 7 g o a I 3 0 /w 0:11„., 0 ; 3 3 r7.3 1-STORY CONCRETE BLOCK W W f r/ O 1 " RESIDENCE O J 19i I 27- . NO, 145 LA -°'r, J W ii 0 S CEN � r Z o CE N DNE N a 0 10 H oat• Z u z I I O 36.2• ~0 0.7 f-f ON UNE —I--- 7�S -9- CO,, , CONCREIE��J 1 25'BNL I .t-9- 6.1 Q I Ib W IIg mulFROM PIPE ( I ; , w'i P.C. ,(0.1T HEST . y I '/ Y i W x-OJT •s 6572•15-W 129.60'(N) 1/2' S 85'32'15" W 1/2- S 6572'11-W 129.22'(W) 1NC1 PIPE ' _ 70.00' (R) _ IRON PIPE S 653215• NI 70.19 (Y) BEARING RE 1�„NE 8THSTREET'PU� . • • (50'RICHT OF WAY) 1'y CURB AND GurTv( l EIGHT STREET(PosrL o) FLOOD ZONE-X..MEAD 9TITRINI D TO BE OU/RE M aft ANNUAL 041141 ROW PLAIN/ROM 2011E-N(9LNSEDT) .AREAS co axt A U&nowt F1000(MEN OF IR ANNUAL ODMS MN MENAGE DEMI ORF LOU 1NM I TOOT CO W1N MENACE MEAS 1.111 111M 1 SONAE IE(:ANS AREAS PR0IECTEO BY LEVELS TRW IX ANNUAL CEIN=ROOD. — LIEYO 4' GENERAL NOTES: CI R ' s I.9EAYN06 AA[.Asa,CEN Put ROM ix PACE ex 2 STMICMRE Na_LbL wO Wl IlOWCN LLS 0Al FLOW ZONE 1(f[REV DETERNA.ED a t GFROm FA rtg'i uuK Pa,.. NOS.._ [ Eno 2TODTYics,wts AND ASSOCIATED SURVEYORS INC. 4. � , ARD/04 01°EPARO`WMTNlr SDISIOIE AREAS Y my.NOT WEANED Er IVIS 6NtW2 LAND & ENGINEERING SURVEYS a ma SLIMLY RASED CEM LOOAL OESDIP110NS RRNROE4 RIC Max RECORDS WERE la i Not WAROND NY MS Rubor el RIR EAEE•CVTi RILL CONTRA/MX NULL'S E- a INE BLINDING BOULEVARD RESTRICIgNS,CIAENETAI I, ONOD a ORDRIANIS';LSC JACKSONVILLE, FLORIDA 32210 E HEAVYUNE MOWN MERTON.NAY NOT INDICANTACRIAL oNN1DNNr. L 7.UNLESS°THOME STATED All SIM PPM MAO NAW NO CEN191CATNIA 904-771-6468 K A. AIR CDNDITIOIER /J O/V , C.EREincA4. TE OF AUTHORI7ATK)N N0. LB 0005488 E NT Iu MID ITIII.ES1RECTION LINE Py,It R SSIONAL SUR ON 1 NN•PCA • E (O CONTE' (R) 9ECOt9 W N CCDYOYWTS 1 RESTRICTIONS RLL REGIETOES LAND Sl1NVIErO1 • I HEREBY CERTIFY THIS SURVEY WAS DONE UNDER MY 0 (94,.. �(�iar READ RAIN RTIPICALS NAY DIRECT SUPERVISION AND MEETS THE MINIMUM TECHNICAL coc axiom STANDARDS FOR LAND SURVEYING PURSUANT 70 CHAPTER 5J-17.050 & Er cuWunlox o "Assoc sow•1R OCR RPE on INEDAR I O L THROUGH 17.052, FLORIDA ADMINISTRATIVE CODE, CHAPTER 472, F.S. ET uuT•tc TRANSVORw at 1 PAD •. + OM P9t ORE Pin 6(r) N Z /.:0 A▪ L+EA 811L ELECTRIC N1T10RITY •■ ;a10 u�WT OII (CN) - L.0 ; / N LS LICO/m BUSINESS 1 _• • ((K R FENCE LS LIMN=SURWYOI CHAIN LN(IDIS BY: a .,/ t. I ELMEN L' N1D NAI1 DISC Y . .... Y WIEalum CHARLES B. HATCHER FLORIDA CERTIFICAT NO. 3771- PF)1S 0Rs pima RECORDS ECM IDM FENCE CHARLES L. STARUNG FLORIDA CERTIFICA' NO. 4579O1`' PFFICIAL RECOOI YRilE € FENCE RAYMOND J. SCHAEFER FLORIDA CERTIFICA E NO. 6132 A PP AIM ORF ultcDN 0"CLOVE EVE MORAINE TMT PEO PIT PPOOIINNT IPI IITERSECTIOI JIA1Ot E� JOB NO. 67926 1 DATE09-30-2016 0 MC rowOF REVERSE CWW '`• -2•181)12 AA N pmPODw1D1t REFERENCENOUIENT • . COMM E SCALE: 1" .. 20' GRAFTER WF 9 PT POINT of rwmcr OO I2• PLS PRESSIOYL ND LASURVEYOt A- . A„ . (ANTRAL a1 NOT VAUD WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA UCENSED SURVEYOR AND MAPPER Q UU. < U. J J O O O O a_ 0_ POOL AREA: 5 12 SG FT CONCEPT l l.N POOL PERIMETER: 96 LNFT POOLS, INC. 002 Phdllps W¢wau JacksaNllle.FL 32207 (904)858-4500 NOTES www,crowTlpcdsne.cc n I.POOLGUARD INGROUND POOL ALARM(MODEL PGRM-2) TO BE INSTALLED ON POOL DECK C ^ — - - 2. POOL TO BE SURROUNDED WITH POOL CODE 48"FENCE r q' c)SPA JETS -32' ----12'-4'---- AND SELF LATCHING GATES I I I p �J FUTURE 4 INCH THICK CONCRETE t 1 Q /PATIO WITH THICKENED EDGE I I I LOBIEJTE (1) CENTER I I ` (AT CENTER 1- V1.11 OF SPA) �"' "x' 10" 1 I 5'6'® I 3'G' 12'X 24' WATER I WATER DEPTH DEPTH (CAST STONE I COPING +3'-�S.G.4.m.. ii ��I,jIII (2)PENTAIR r-4' f� 1 NI 2'WIDE I OLOR LED SPA I LIGHTS LIGHTS SPILLWAY I �n 4,----15I (suNSHELr) I 6'W/O® I ti 0510\t5 0Y ',LIMON? T_TNL" TK( I v 446 SOrT POOL DECK (2)14 WIDE (MATERIAL TBD) STEPS 4----- I 4 (I)24'WIDE STEPI I I)GLOSRITE(AT CENTER `FUTURE WOOD OF SUNSHELF) DECK 504 SOFT EXISTING LANAI HOUSE PPOJECr INFOPMA11ON 17KAW1NI 1IP E: CONCEPT P12O.ECr: I45 80i 51ITEr ATLANTIC efALN FLOP.R)A 9-BET. 3 OF 12 'WRITTEN DIMESNIONS ON THESE I ' DRAWINGS S4AJL HAVE PRECEDENCE xa.E F •CARR SCALE DIMENSIONS. (TATE, 6.6.18 POOL EQUIPMENT SET AND PLUMBING NUN SMELT TO VARIATION PENDING DKAWN DY: MaJNPORSEEN SITE CONDITIONS. . POOL AREA: 5 1 2 5Q FT DECK flaIWIN IN POOL PERIMETER: % LNFT POOLS, INC. 5002 T n II p5 Hichway NOTES Jadcsmville,FL.52201 (904)858-400 I. DECK SLAB TO 4"THICK 3500 P51 CONCRETE www.crwrtgal5 r.cor CI") _4D_ 1 n 448 SOFT POOL DECK (MATERIAL TBD) }'OF ISI/ FALL O)] FALL 4 I I DECK DRAIN TO TERMINATE AT END OF DECK. � ADAPTOR TO BE PLUMBED IN A 24'PIECE or r—4—. *OF I\ G1SI PVC PIPE RAN OUT AND STUBBED UP AN FA== LAB[L[D.(HOOK UP TO YARD DRAINAGE BY OTHERS) ^)'OF FALL >l + 40 LNP7 DECK DRAIN� FUTURE WOOD (0P-6401-W) DECK HOUSE °t?O ECf INFOPMAIION CRANING TITLE: CONCERT r�zo.�cr: 145 8TH 511EtEf A1.1. \11( CEALH FI,avA 'WRITTEN DIMESNION5ON THESE SrEET, 4 QF L )RAW NGS SHALL HAVE PRECEDENCE SCALE: I.I )VER SCAR DIMENSIONS. 'POOL EQUIPMENT SET AND PLUMBING PATE: 6.6,18 TUN SUBJECT TO VARIATION PENDING 12f1AWN DY: NWGS AFORSEEN 517E CONDITIONS. POOL AREA: 5 1 2 5Q FT \.aailifiN NATURAL SWALE DRAINAGE PLAN POOL PERIMETER: 96 LNPT COLS, C. 3002 Phd1p5 H way Jacksonville,FI.52201 (904)858-4500 www.crowryxdsirc.corr n/ NATURAL SWALE RI 1;j1).1 PI hOUSE NATURAL SWALE Rt1/1510N5 kflMlf le r nt, P.% 1LI;' ' II1I'IL_J_LJJLLJ__: r-3171 1 r 1 1,1 I, 1 ' ' ';, I I PROJECT'INFORMATION 1r1' ' 1.I l'1 1 I *I I NEIN CONCRETEPATIO + , 1 I I r I I ANO STEP STONES ��m�� DRAMNG lfl : MEMINNIMIIN== ( ------- DRNNAGE PLAN �t:��=M� I ]I r I l I l l 1 I I A I I I 1] I l I'f 1 •••---— 11 r Ir IrI IrT II'71>� I I rl II IIl I — ____ a. PRO.tCf: •••m��so 1 It ILT tit I Al `J 11 I I 149 8TH I ST�RyiEf AT'LANT'IC 1 1 I I 1 I 1 i1 I '11111 1. Il r111l[l 11 I I'I I I l'I MACH FLORIDA .1'1'1'11 Irl I I'i 1 . 1I ' I1111l'1j 'I'll>�,I 'I'I ll Al r1 I At A Ai Alt •�•�•��1•••�••. •�•••M�•••I.111111=11•1=M1111•1=1=1•1111NOIMMINIMII, .1===1111111===1111110411111116 51•EEf: 5 OF 12 �•1•�MIM�•�•�•• �+��E,:..5..�6E��Nc v�r•�ra••�L MIIIMINIMMIIMMMINNI==111•11• OERNEAS,PAA RS iill=====11•1===l• SCALE: I,I. •••••■••MB•1••IM•r W1.�1.t.NOr.r.1.�. DATE: 6,2..18 PRAWN DY: MNG5 • I2FI2 GENERAL NOTES 1, FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS.SEE CONTRACTOR'S POOL PLAN LADDER 2. AU.POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2014 AM)FLORIDA BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSVNSPI NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSYNSPI NATIONAL STANDARD4 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. MINIMUM REINFORCEMENT IS SEE STRUCTURAL NOTE 5 CROSS 3. ALL POOL PIPING TO BE SCHEDULE HO OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. "BARS SPACED IT O.C.E.W. TYPICAL POOL 3•TOB DEEP ggACE 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR TYPICAL V I' RECOMMENDED REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL fir i DIMENSIONS SHOWN PRIOR TO CONSTRUCTION, SHOTCRETE STEPS ORIIMill 5. CONTRACTOR SMALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AM)ITS EQUIPMENT AND BENCHES AS NEEDED �IM - ENSURETR MINIMUM LLEARANDE ACCORDANCE WITH LOCAL INREGULATIONS AND T ORDINANCES. !" �Ve' t: nn=an 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO �TT'"' t■ PREVENT UNAUTHORIZED ENTRY INTO POOL AREA ESCUTCHEON PLATE 3'41' 7 IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM T ATMOSPHERIC BREAK WILL BE PROVIDED.IF 4� WATER AN AUTOFILL ASSEMBLY IS INSTALLED.A BACKFLOW PREVENTER WILLBE REQUIRED ON THE POTABLE Ili_ RADIOS I II 11=Il ANCHOR SOCKET LEVEL WATER LINE USED TO SUPPLY THE POOL III=,. I, I 8. ALL STRUCTURAL.FILTRATION,AND ELECTRICAL DETAILS OUTLINED N THESE DRAWINGS ALSO RELATE TO EXTRA TRANSVERSE III=1N_ PI 11- SPA CONSTRUCTION• REINFORCEME NT-Es IS LENGTH 111E111_ _._ II UNDIBTlRBEO B. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED SPACED ON 10'CENTERS III II=II SOLI(NO VOIDS) LADDER TREADS OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT BETWEEN MAIN BARS, II SHALL BE SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PLOT LIGHT.EFFICIENCY RATINGS MUST CENTERED ON TRANSITION(MAY IIIIIIIIIIII, II�I RUBBER BUMPER POOL SUP SESISTAM COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. BE ELIMINATED IF NO • 10. TO EMPTY THE POOL FOR ANY REASON.THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED.THE TRANSITION EXISTS) 143 DIAGONAL,E.W.AT DRAIN 'll II OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE.CONTRACTOR SIMILAR TO LIGHT NICHE DETAIL II-11=11- --1 (- SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM N AREAS WHERE -II E MN. GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPUANT SAFETY COMPONENTS SHALL BE IN NTS N.T.S. N.T.S. PLACE PRIOR TO FILLING OF THE POOL.FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED.PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION.2014 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY OMEN YEAR. FLOOR REINF.AS PER ADJUSTABLE FLOOR INLET. STANDARD PLAN STRUCTURAL NOTES FINISHED POOL AFTER FULL CLOSE.BACK OPEN 112 TURN.(FLOOR INLETS SHALL „�--- FLOOR SE FLUSH WITH POOL FLOOR.) THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW - 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40.REINFORCING SHALL BE 93 BARS AT 10'ON THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE RIE.?II.nt r-II-I CENTER EACH WAY WITH 18'LAP JOINT IN WALLS AND FLOORS UP TO 8 FEET DEPTH.BETWEEN B AND 10, y USE#3 BARS AT 5'ON CENTER VERTICALLY IN THE AREA OVER B IN DEPTH.(ALTERNATE:04 BARS AT IT MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) '®' �� ' I I•1 •' AL ON CENTER EACH WAY WITH 20'LAP JOINT IN WALLS AND FLOORS UIP TO8 FEET IN DEPTH;BETWEEN B PIPE SIZE 8 ETIs 8 FTIS 10 FTIS .II:-a= AND 15.USE 04 BARS AT 8'ON CENTER VERTICALLY IN THE AREA OVER B IN DEPTH).NOTE APPLIES TO I I- •II' II' NORMAL,NON-EXPANSIVE SOILS ONLY.NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID -Il IP 1' 18 GPM 21 GPM 26 GPM 2-63 BARS BENT PRESSURE OF 35 PCF AND UNIT WEIGHT Of 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH SUPPLY HEADER AS SHOWN EACH WITHOUT SEPARATION BARRIER.MINIMUM COVER SHALL BET:WITH A BARRIER(STEELTEX)BETWEEN 115' 37 GPM 50 OPM 82 GPM 1 1/T DIA I I! II. WAY AND LAPPED CONCRETE AND EARTH.MINIMUM COVER SHALL BE 2'. 2• 62 OPM 82 GPM 103 GPM HYDROSTATIC RELIEF 10•WfTHFLOOR 2. POOL WALLS SHALL BE MIN.8'THICK AND FLOORS SHALL BE MIN.8'THICK AND SHALL BE PNEUMATICALLY PIPE BOTTOM 12" REINFORCEMENT. APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS.CONCRETE DECK SHALL BE CONCRETE ENCASEMENT OCCURS 215• 88 GPM 117 GPM 146 GPM PERFORATED.(SEE II.' II• MIN.7' ONLY AT THE RETURN FITTING. GENERAL NOTE 13) 11 = CLEARANCE 2,600 PSI.CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318.MINIMUM WALL THICKNESS T 138 OP4 181 GPM 227 GPM FROM EARTH MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0'.NOTE APPLES TO?NORMAL'SOILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A POOL FLOOR INLET DETAIL 4' 234 GPM 313 GPM 392 GPM 3/4'-1-1!t -!I! II STRUCTURALLY SAFE BEARING CAPACITY.ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION DRAIN ROCK SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL N.T.S. E 534 GPM 712 GPM 900 GPM '1l::4;i• H. IN AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED,THE POOL MUST BE PUMP SIZE WILL VARY DEPENDING ON THE PUMP .li!'"!IIr":IIt'.. REDESIGNED. SPECIFICATION AND THE TOTAL NDYNAMIC HEAD FOR THE 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PBT,1500 PSF FOR FREESTANDING WALL. SPECIFIC POOL NEEDS. alb 5 THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FALURE BY ACCEPTABLE METHODS.THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE MAIN DRAIN DETAIL POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL.OR VICE VERSA N.T.S. 8. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED ACCORDING TO CIBC SECTION 1922 AND Megli-I-- N 10 ACI 509.CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE LESS THAN FIVE TO ONE. 1I, 7. SHOTCRETE SHALL NOT BE APPLIED F AMBIENT AIR TEMPERATURE IS LESS THAN 411E AND FALLING.ORF WATER LEVEL(CENTER TEMPERATURE IS GREATER THAN 100F.NEVER APPLY SHOTCRETE IN HEAVY RAN. FITTING 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE APPLICATION TO ALLOW ANDIliI LINE OF SKIMMER)SKIMMER)HYDRATION AND LIMIT RAPID DRYING OF CONCRETE. TO COOL REINFORCEMENT STEEL. EQUALIEQUALIZERITTING 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE,THE FLOOR SHALL BE POURED SPRING LOADED VERTICAL W/VGEICR NT RESIDENTIAL PRIOR TO CONSTRUCTION OF THE WALLS.FOR SHOTCRETE FLOORS,APPLICATION SHOULD COMMENCE IN CHECK EQUALIZER VALVE GRATE(IF INSTALLED) GENERAL NOTES AND W CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. (J 10 IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES ABOTTOM OF THE POOL EXCAVATION TO PUMP SUCTKIN��1• •1� MUST BE N MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE. IM-III VACUUM FITTING-SEE DETAILS 11. REINFORCEMENT STEEL SHALL MEET ASTM A815.40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS_ NM NOTE 3 BELOW ALL BENDS MUST BE SHARP. UBC SECTIONS 1907.1812.AND 1924 SHIVA SE USED AS A GUIDELINE. 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION.NOT SIOESY.BDE NOTES: PERPENDICULAR TO SPRAY. 1 SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO BASALT ENGINEERED VENT PIPE.OR INCORPORATE AN EQUALIZER LINE. CROWN POOLS, INC. 2. EQUALIZER LINES.WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18' SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS T. BELOW THE MAX OPERATING LEVEL.IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE.IF CPC #1456979 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL,1 THE EQUALIZER LINE MID FITTING ARE NOT INSTALLED.THE SKIMMER PORT MUST 8E PLUGGED. 3002 PHILLIPS HIGHWAY •04 BAR MAY BE SUBSTITUTED FOR 2..93 BARS IN ORDER TO MANTAN A MINIMUM 2.5 NCH SPACING. 3 WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSRION AT LEAST 8' 15 UP TO T DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM AND NO GREATER THAN 1T BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A JACKSONVILLE, FL 32007 PROVIDED A MINIMUM OF 1.6 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. REINFORCEMENT. (904) 858-4300 IS. AN ENGINEER SHOULD BE CONSULTED F UNUSUAL CONDITIONS ARE ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL 17. IF A RAISED BOND BEAM EXCEEDS 70'AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION TMA.eY N/,C SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. 1101 TONAL/ SHEET 1 OF4 ...WANED eY +L / r MIN.(TYP.) EXPANSION JOINT r•1rt. DECK SLAB VINYL DECK SLAB r 17 WHITE VINYL JOINT r•t r . Ell i STRIP(WA FOR PAVER WATER LINE TILE. MINIIIIIW7.- h DECKS) GLAZED,MN.r MO � . TILE I. �1 Mal 111111=11111111/111011111,1. blbBEIMillikal CI CONCRETE DECK(OPTIONAL) ■iii■Imo=milkAn COMPACTEDON GROUND WTH .d1111\11 .. SEE STRUCTURAL NOTE 16 /ill ALTERNATE LOCATION OF ALL ORGANIC MATERIAL A. BOND SEAM REN.343 BOND BEAM BAR(TYP) 111 REMOVED.M THK.WITH FIBER mat' ' I - BARS(TYP.FOR ALL MESH.r WITH RI REBAR [/ ` TYPICAL WALL RETURN.OR •• BOND SEAMS) a VACUUM FITTING,WITH _gill 3 EA 03 REBAR CONTINUOUS 1r WATER STOP FLANGE FS LAP SPLICES AS NECESSARY t88 CANTILEVER DECK DETAIL COPING DETAIL LIGHT FNICHSB J IITS. N.T.S. 3. MIN. r+ R•r WHEN H.3 r iD� .` RADIUS INCREASES r FOR EACH 1'OF DEPTH a 6-0' 2-53 EACH WA R•r.r WHEN H•S-0' II RADIUS INCREASES 1'FOR EACH 1'OF DEPTH>5.-0- 4 STD.RENF.: QUARTZ AGGREGATE PLASTERFINISH r 03 REBAR a 10 O.C.B.W.MN. SHOTCRETE WALL COVER r(EARTH SIDE).2' r MIN SHELLKNEEXPANSION JOINT DECK SLAB SIDE).REFER TO THICSS STRUCTURAL NOTE St FOR . ` LIGHT NICHE DETAIL 11111/ �� ALTERNATE SCHEDULE. �_— N.T.E. 2.03T BEGAN �II.� BOND BEAM BARB :11�. TYPICAL POOL WALL SECTION aSENO , / il1 SCALE:N.T.S. AS SHOWN 1 343 r MINIMAL BOND BEAM SPA WALL SKIMMER DETAIL N.T.S. SCHEDULE N.T.S. NOTE MAY BE USED WITH DEPTH OF CONCRETE BAND,GRAVEL OR ROCK WATER FT THIL'KNFAS SOIL CONDITIONS CN.Y. NOES Ur MIN. 3.0 5 r MAX. WATER ALTERNATE 3.3 5 (,� w TROUGH ' PLUMBINGOION SEE SPA WALL SCH. LOCATION 4.0 6 6, SEE STRUCTURAL ( ,11. AT GRADE v'' Al GRADE NOTE 16 NI,� 4.5 10 2'NRAPS _ I' b' (OR 1•N BAR) — 5.0 10 ! ti �� TROUGH WATER .' -OR ELEVATED I10WZ.REN.pBARS r ID' V '11. VERTICAL O.C.FOR FREE STAND/NG REINFORCEMENT 03- WALLS i 10 NCH CENTERS. TYPICAL RENF. VERT.REM.SEE SPA OR NOTE:GREATER WALL WALL . 1r O.C.E.W. b THICKNESS m OR i DOUBLE CURTAN a I REINFORCEMENT MAY b BE USED IF REQUIRED FOR AESTHETICS OR All SHEER DESCENT DETAIL PLUMBING NTS. RESIDENTIAL FLOOR REINF.CONT. STRUCTURAL DETAILS FROM SPA TO POOL MIN.15'LAP EITHER SPA DETAIL DIRECTION N.T.B. CROWN POOLS, INC. CPC #1458979 3002 PHILLIPS HIGHWAY JACKSONVILLE, FL 32007 (904) 858-4300 • OIYG.r:NAC NOT TO WALE SHEET"OF 4 nPPINOW,6Y: ALA/ 37 MIN.(EDGE OF OUTLET) aro.MIN.(EDGE OF OUTLET) aro'MIN.(EDGE Or OUTLET) 1 1 1 1 111 (� =Aiii= E. • -, ' SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP 0E11 OEM • • OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS II ll PUMPS IN PARALLEL WILL 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEMS MAXIMUM ROW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE YO'SEPARATION REQUIREMENT.I.E.OIE(1)ON THE BOTTOM AND ONE(1)0N THE APIT ,L VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS. DUAL SUCTION OUTLET ARRANGEMENTS C=I YO'MIN.(EDGE OF OUTLET) 35 MIN.(EDGE OF OUTLET) aro•MIN.(EDGE OF OUTLET) LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 4 -- ' .i,-t F 1. SINGLE CHANNEL OUTLET:r OR GREATER IN WIDTH AND 31'OR GREATER N LENGTH(APRJES TO PERET . AREA) 2. SINGLE UNBLOCRASLE OUTLET:SHALL BE OF ANY SIZE ANO SHAPE SUCH THAT A REPRESENTATION OF SO OF 1HE -- -- -_ JI1L BETH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT R CREATES A BOION ENTRAPMENT HAZARD.THE TORSO IN REPRESENTED AS A RECTANG E I X 2r WRH CORNERS OF RAD . SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS •- r 90*BEND(TYP. VELOCITY•0 FT/B •- r TEE OF 2) SCH 40 BCH B5 1r AIR GAP(MRI.) 8LICTIT PIPE MAx ROW MAX FLOW OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL DIAMETER ( ) KIPMI SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING r 0390 es 70 \`\;\\g\`'/\Q\,\Z,7:'/\\//`III AG• r 138 124 NOTES MAXIMUM UNDERWATER ,• (1�./�.\://\�• Z1/.�.,p\�� 4' 239 215 PIPING.THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. LENGTH OF VENT PIPG.30 � �� r 540 BBB 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH ROW OUT OF THE BRANCH OF THE TEE. FEET FROM TEE ON 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST TWICE THE SYSTEMS MAXIMUM FLOW RATE. SUCTION PIPING TO AIR GAP SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABETHREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET li SAFETYDEVICEII AS FOLLOWS:NOT 11AIIO( TO SUCTION PIPING 7 VENT PIPING NOTES: DEBRIS OUTLET MOUNTED 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME A112.19,8-ATEST."SUCTION FITTINGS FOR USE IN N POOL FLOOR VENT LINE DETAIL SWIMMING POOLS,WADING POOLS.SPAS AND HOT TUBS.'RECOMMENDED:GRATES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH N/SVAPSP-7.LATEST.THE FOLLOWING C� METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSVse APSP-7:A)SURFACE SKBtp OR OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW:B)DUAL SUCTION OUTLET SYSTEMS:C)THREE.OR-MORE SUCTION OUTLET SYSTEMS:O)SINGLE UNBLOCKABLE SUCTION OUTLET 11111 RESIDENTIAL SYSTEMS:E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND USTED AS CONFORMING TO ASME/ANBI SEE NOTE 1 BELOW A112.18.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSI/ASME A112.19.84-ATEST SUCTION OUTLET AND ASTM F2397-04):G)GRAVITY FLOW TO A VENTED COLLECTOR TANG H)OUTLET SUMPS IN SERIES:I)OR OTHER MEANSHAVING MEET THE INTENTS AND REQUIREMENTS OF ANSI/APBPJ AND IS APPROVED BY THE NOTES AND DETAILS AUTHORITY HAVING JURISDICTION. CIRCULATION UNE TO LEAF 3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS)SHALL BE SIZED TO CANISTER/RECIRCULATION ALLOW MAXIMUM VELOCITY OF SIX(8)FEET PER SECOND WHEN ONE OFA PAIL MS BLOCKED.AU.OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET PER SECON8• SECOND. MINIMUM MINIMUM PIPE LENGTH 1 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING,BROKEN.OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP:A) CROWN POOLS, INC. THROUGHCTIONA COMMON ON TLE TOT THE PUMP. ONE(1)ADORIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF/8'FROM THE 8. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. CPC #1456979 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE UGRAIE OR SUCH NO IN SUCTION LINEM RELEASE�s E SYSTEM. 5)AN ENGINEERED VENT SYSTEM:C)A LISTED MANUFACTURED 3002 PHILLIPS HIGHWAY SUMP IS OF THECLOSER THAN N DESIGN SPECIFI.5 TIMES ITS ED BY DIAMETEROVER/GRATE MANUFACTURER FROM THE BOTTOM OF 114E O CONTROL THROUGH T JACKSONVILLE, FL 32007 THE OPEN AREA OF THE COVER/GRATE. OUTLET SUMPS IN SERIES (904) 858-4300 Iwo sr-WC NOT To KALE SHEET 3 OF 4 APPPIOVID111, NIL ENERGY EFFICIENCY NOTES: ELECTRICAL NOTES' TRANSFORMER REQUIRED FOR 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH LOW-VOLTAGE INSTALLATIONS ONLY PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON NEC ARTICLES 258 AND 880.ELECTRICAL CONTRACTOR SHALL COORDINATE WITH ACCORDING TO A PRESET SCHEDULE.EXCEPTIONS: GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL I.•. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION STRUCTURE.INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL • _ •-'-•-.-•-.-. --__ 1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-MND WASTE-NEAT RECOVERY OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 880.BOND -� POOL SYSTEMS TOGETHER REINFORCING BARS USING STEEL TIE WIRES.BOND ALL METAL PARTS I • 1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE TO POOL REINFORCING BARS USING I8 AWG COPPER WIRES. THESE METAL PARTS %/424r#44r//Ar/45I/MIIPI/411% ff��////��/JITIAMI� `% GENERATION INCLUDE,BUT ARE NOT LIMITED TO LADDERS,RAILINGS,PIPING,CONDUIT,METAL /%iiiiiiiiiiiiiiiiiii.�iiii��iiiiiiiiiiii / 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE DOOR FRAMES AND METAL PARTS WITHIN S OF INSIDE WALL OF POOL. � EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A CONNECTION SHALL BE EXOTHERMIC WELD,LISTED PRESSURE CONNECTORS OR �� I��.,// 1 I LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS.EXCEPTION: CLAMPS AS APPLICABLE.GROUND STEEL COLUMNS U.E.FOR TOWERS OR SLIDES)) OUTDOOR POOLS DERMNG OVER 70%OF THE ENERGY FOR HEATING FROM A PER NEC ARTICLE 280 MID 880 AND NEPA 780.F REINFORCING BARS ARE 300 WATT I REFER TO SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND,CONTACT ENGINEER NOTE 4 OPERATING SEASON. BEFORE PROCEEDING. � 3'MIN.FROM INSIDE WALL LIGHT TER �// �, 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: // R 3.1. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES II / START INDUCTION RUN TYPES 250 AND 880.IN ACCORDANCE WITH THIS.UNDERGROUND WIRING SHALL NOT BE •`.` J.D. POOL PUMPS ANO POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF PERMITTED UNDER THE POOL OR WITHIN 8'HORIZONTALLY FROM 711E INSIDE WALL OP/ GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT • TWO OR MORE SPEEDS.THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO PERMITTED BY NEC ARTICLE 880.ALL RECEPTACLES SHALL BE LOCATED AT LEAST CP-. 010 ,,/ T MORE THAN OF THE MOTORS MAXIMUM ROTATION RATE. 10'FROM THE INSIDE WALL OF PODIA.ALL RECEPTACLES WITHIN m OF THE POOL / 3.c POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE SHALL HAVE GPO PROTECTION.ADDITIONALLY.ALL UNDERWATER LIGHTING SHALL �I 1 POOL PUMP AT A MINIMUM OF TWO SPEEDS.THE DEFAULT CIRCULATION SPEED BE GFCI PROTECTED.MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED i SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE OVER POOLS SHALL BE NOT LESS THAN 17 ABOVE MAXBALM WATER LEVEL. BONDING CONDUCTOR /// I CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR REFER TO NOTED #0 1 24 HOURS,WHICHEVER IS LESS, EXCEPTION:SOLAR POOL HEATING SYSTEMS 3. IF APPLICABLE.PROVIDE 112 AWG CONDUCTORS AND GROUND FOR 12V SHALL BE AT GAIN PERMITTED TO RUN AT HIGHER SPEWS DURING PERIODS OF USABLE UNDERWATER LIGHTING,PRLESS THAN C IN NDG GROUND.FOR2VB 1 / SOLAR MEAT GRAN. TO 1S IN LENGTH, CIRCUITS AWG CONDUCTORS AND CIRCUITSCCIRCUITS 1 // �.dir ��/� 1 1. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH GREATER THAN 16',BUT LESS THAN 26 IN LENGTH.PROVIDE/NB AWG CONDUCTORS //IIII�I..r Ar III�II ArAlI�zIIIam. A7II.rI'/ ) APSP-15,'AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND AND 88 GROUND.NO 12V CIRCUIT SHALL BE MORE THAN 2S IN LENGTH. .% /III/I/I4r�IIIIIII�lwI.IIIIIIIIIrAwm II/� SPA ENERGY EFFICIENCY.'41. 4. OPTIONAL:ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE _- -.-.-.- ._._-_---_�._.�___ _ - i TO UP125-VOLT 15-OR 20-AMPERE RECEPTACLE ON AGENNERAL PURPOSE BRANCH INTERRUPTTERER T COTHEENN TT 10 POWER CIRCUIT CIRCUIT.RECEPTACLE SHALL BE LOCATED NOT LESS THAN W 10 FT.FROM AND NOT BONDING GRID. SOURCE WITH TRANSFORMER a'MIN. MORE THAN 20 FT.FROM THE INSIDE WALL Of THE POOL.THE RECEPTACLE SHALL REFER TO NOTE(B BE LOCATED NOT MORE THAN 6 FT.8 IN.ABOVE THE FLOOR.PLATFORM,OR GRADE JUNCTION BOX LEVEL SERVING THE POOL. TYPICAL SWIMMING POOL BONDING GRID PLAN RIGID.IMC OR NON METALLIC Ilicill 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL CONDUIT EQUIPMENT,IF APPLICABLE. TIMECLOCK BRASS OR NON METALLIC �� 8. AN EOUIPOTENTAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING ■ CONDUIT OR APPROVEDI��IIt4PSURFACES WITHIN THREE FEET OF THE INSIDE WADS OF THE POOL ANDADR SPA EQUIVALENT • r• �� FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID MAY BE COMPOSED OF I� STEEL REINFORCING RODS(REBAR),OR I8 BARE.SOLD COPPER CONDUCTORS.6 X JUNCTION SPBT ■ b 6 X 10 WELDED WIRE FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED BOX TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BE NEI b ON CHAIRS MID EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES SWITCH APPROVED MID SHALL FEATURE STAINLESS SANDIOR 08 SOLID COPPER JUMPERS.THE BONDING GRD MAY NOT BE INSTALLED 1'MIN. FORMING SHELL WITH BRASS MIOUNTINO RINGDIRECTLY IN FAITH CONTACT OR WITHOUT PROPER COVER THE INSTALLATION DISCONNECT • SHELL SHALL HAVE A 1'NPT CONDUIT WITH OPMUST BE IN ACCORDANCE WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC•LATEST PACKING GLAND.LI GHf SHALL BE HOUSED IN VERSION)AND FLORIDA BUILDING COOS(FOC-LATEST VERSION)WI LATEST b ■ PUMP STAINLESS STEEL ENCAPSULATION BOLTED TO A AMENDMENTS. CHROME PLATED FACE RING FOR COMPRESSING OF l� FOLLOWING TO THE_ POOL DECK A 300'DOUBLE WALL SYNTHETIC GASKET. `1� T THE N MOTETS 15 ABOVE:AN UNDERGROUND 80NDINGECOHOIX:TOR BONDING OF A SINGLED NOTES: 12 v TRANS. IB AWG BARE SCUD COPPER WIRE BURIED TO A MINIMUM DEPTH OF 1 INCHES TO E 1. ALL ELECTRICAL SHALL CONFORM WITH MT 680 NEC- INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE LATEST SS LIGHT FIXTURE 8 NICHE WI COMPRESSION HUB& SWIMMING POOL OR SPA.THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR J 112 IN}S•GOND. 3(IOW,12V LAMP OR 120 VAC W/GFCI PER NEC EQUIVALENT TO COMPLIANCE WITH E 680.26(C)OF THE NEC(2014),NEPA 20, 12VI 300W LOW WATER 2. BOND ALL SHEATHED CABLES,RACEWAYS,METAL PIPING ADOPTED BY REFERENCE WITHIN FSC. CUT-OFF WITH VAC WI GFCI AND ALL FIXED METAL PARTS NOT SEPARATED BY 88 AWG PRESSURE GROUND PER NEC PERMANENT BARRIER,IF WITHIN 5 FT HORIZONTALLY FROM CONNECTOR TO COMMON WATER 12 FT VERTICALLY OF MAX WATER LEVEL BONDING WITH REINFORCING ELECTRICAL DIAGRAM STEEL OR PLUMBING POOL LIGHT DETAIL INCOMING POWER SUPPLY JUNCTION BOX(IF USED) SERVICE PANEL LADDER.HAND RAIL. TRANSFORMER ___.__. . DING BOARD,ETC... . POOL LIGHT POOL LIGHT fNEUTR LL BAR ' �� HEATER CASE RESIDENTIAL ��r�!, �TOGRWND ■i %POOL I I CONTROL ELECTRICAL NOTES I PUMP �_ METAL CONDUITS REINFORCING MOTOR _ •!L. "� GRQUND BAR OR PIPING SYSTEM STEEL PANS AND DETAILS EU1RAL BAR TRANSFORMER ,�► FLEXIBLE CORD • in—id HSG I/ I GRWNDINGTERMNAL CROWN POOLS, INC. 3coNoucioR PUMP MOTOR CPC #1456979 AS BOND TO \ 18 BOND TD T- 3002 PHILLIPS HIGHWAY STRUCTURAL STEELSTRUCTURAL • JACKSONVILLE, FL 32007 GROUND BAR 18 BOND IN STEEL CONTROL PANEL PVC CONDUIT r I. (904) 858-4300 TYPICAL GROUNDING SCHEMATIC TYPICAL BONDING SCHEMATIC MACOVA1 IV W"T"CALE SHEET 4 OF 4 APPROVEDIP, Ga/f/ TTPOOLS, 1 C IT H , , ' ' 3002 Rhdlos Nide JxksaMle FL 3220 (904)858-4500 WAY crovenpooisoc corn II (SINGLE FAMILY HOME) ni IMPERVIOUS CALCULATIONS NILOT=7700 SQFT R 4� _ r- rr 7�"_' HOUSE=2322 SQFT ; , , HIT NEW PAVER DRIVEWAY=450 SQFT — "—• f 0' , ,.f. -ems ... a NEW FRONT PATIO AND STEPS= 110 SQFTiiiirop„... ..„ ._ —,� Ktv15a0N5: NEW POOL=512 SQFT • '1 .*iiik.. MINS rue NEW POOL DECK=448 SQFT sns j TOTAL COVERAGE=3842 SQFT TOTAL IMPERVIOUS=49% f INDEX y 1.15 8th Street PAGE 1 COVER SHEET i PAGE 2 CLEARANCE SHEET/SURVEY PAGE 3 POOL PLAN l 4111 l# ! - roll 11 7 PAGE 4 DECK PLAN : f, PAGE 5 DRAINAGE PLAN — • , MOIL'INFORMATION PAGE 6 APSP SHEET • DRAWING TITLE: PAGE 7 TDH SHEET REM RACK PAGE 8 MAIN DRAIN CUT SHEET IMPRRO..ECT: 145 ON STREET ATLANTIC PAGE 9 INTELLIPRO CUT SHEET MACH RLORI7A PAGE 10 PLM CUT SHEET SHEET: 10f 12 PAGE 11 HEATER CUT SHEET SCALE: N/A DATE: 621,18 PAGE 12 ENGINEERING PRAWN OY: MNGS POOLS, INC,. STREET , 3002 rI,IIps Hu*wa, Jacksormk,FL 52207 (904)858.4500 www,crowryxolsirecam 1 (SINGLE FAMILY HOME) nVi IMPERVIOUS CALCULATIONSFli LOT=7700 SQFT , t „ r"`"IT —.- iiiiiiiiirgi HOUSE=2322 SQFT t` NEW PAVER DRIVEWAY=450 SQFT NEW FRONT PATIO AND STEPS= 110 SQFT .., "" A". . MV1510N5. NEW POOL=512 SQFT - __.__ waMVEe rTras rMY NEW POOL DECK=448 SQFT .'• • ,r ta51tl6 - • I.i k' • i..z F , p:. •_. .. _ TOTAL COVERAGE=3842 SQFT �r, ` ' P. �° �'�'' TOTAL IMPERVIOUS =49% INDEX -- 145 8th Street PAGE 1 COVER SHEET LI PAGE 2 CLEARANCE SHEET/SURVEY - ,,.,... PAGE 3 POOL PLAN '..' - ' - 3s f r PAGE 4 DECK PLAN PAGE 5 DRAINAGE PLAN . PAGE 6 APSP SHEET' PRO. Ct INFOPMAfION VRAWINu TITLE: PAGE 7 TDH SHEETpERMK PACK PAGE 8 MAIN DRAIN CUT SHEET ' _ " FRO.EC1. 145 8TH 59TE1 ATLANTIC PAGE 9 INTELLIPRO CUT SHEET Of A01 FLORIaA PAGE 10 PLM CUT SHEET _-- _ %Mt: I OF 12 PAGE 11 HEATER CUT SHEET 5CM.E: N/A 21 6.21.18 PAGE 12 ENGINEERING PACKET PRAlAk eY: W165 i