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1719 BEACH AVE - POOL
£� SWIMMING POOL PERMIT PERMIT NUMBER „,. POOL18-0035 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ISSUED: 10/8/2018 .�v ATLANTIC BEACH. FL 32233 EXPIRES: 4/6/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 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. JOB ADDRESS: PERMIT TYPE: DESCRIPTION: VALUE OF WORK: 1719 BEACH AVE 1 SWIMMING POOL SWIMMING $50000.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 169662 0100 NORTH ATLANTIC BCH UNIT 1 COMPANY: ADDRESS: CITY: STATE: ZIP: CROWN POOLS INC P 0 BOX 5517 JACKSONVILLE FL 32247 OWNER: ADDRESS: CITY: STATE: ZIP: MULARKEY MICHAEL R 1719 BEACH AVE ATLANTIC BEACH FL 32233-5838 WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR 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. • LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247 -5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. Issued Date: 10/8/2018 1 of 2 d SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH POOL18-0035 -6 1' ISSUED: 10/8/2018 800 SEMINOLE ROAD ATLANTIC BEACH. FL 32233 EXPIRES: 4/6/2019 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL 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 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL 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 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: 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 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration,including sod,is required. 7 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $305.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $152.50 BUILDING PLAN REVIEW RESUBMITTAL SECOND 455-0000-322-1006 0 $50.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.61 STATE DCA SURCHARGE 455-0000-208-0600 0 $5.08 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL: $670.19 Issued Date: 10/8/2018 2 of 2 „:51,1-vis City of Atlantic Beach APPLICATION NUMBER ,j rAAA Building Department (To be assigned by the Building Department.) 800 Seminole Road / G.. op) j�.: -r Atlantic Beach, Florida 32233-5445 POO L l O OOd35 Phone(904)247-5826 • Fax(904) 247-5845 / "LJ;;195-' E-mail: building-dept@coab.us Date routed: V Q/da i/ City web-site: http://www.coab.us [ �� 6 APPLICATION REVIEW AND TRACKING FORM Property Address: / 719 eQG/ e_., Department review required Yir No uild i. Applicant: Cv vJ4 7>QcS Ls” '._i.'l. :. Tree Administrator Project: TOO (_, Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection 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 /2-e v',pkv Reviewing Department "Approved. Wenied. Not applicable (Circle one. Comments: (.oni}rac4o>L 3KA l 70" b''v",4- e► male lam,n s S e 4- o � BUILDING Sl✓1/c)v fed r,Iraw iiil)s ,4.-c'ron-, L. Posti � 'co be-for--2 ► 991)113 4 hit pert-Irv%4-; of s *Treed 1-0 by 10o'rim tOvr lora PLANN NG &ZONING Reviewed by: rnr. Date: /0'y-a41P TREE ADMIN. �� 'rri' 6ee0n Review: I 'Approved as revised. [,Denied. I 'Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: PI2/- Date: f-/2--/S-- FIRE '/L'/S--FIRE SERVICES Third Review: I 'Approved as revised. I 'Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 s / '`s * CITY OF ATLANTIC BEACH ' 800 Seminole Road n,. Atlantic Beach,Florida 32233 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 0 / ,6 , Revision to Issued Permit V Corrections to Comments Permit#Poo LT-563s c — cY Project Address / 7 l q Afi c M' Contractor/Contact Name C,f`&-Z4/ A p 0 0 Li' Phone goy4 9 Sr -' q3,---6 Email—e/4 eC &_, L— ( i/►4✓ v.5 ( Description of Proposed Revision/Corrections: c Permit Fee Du, $ 50, 00 , (j/ 1 ` W5- /fNC//\/L11 ( _ (.1.1 wlv"G Aio'r.2- ;' Additional Increase in a siding Value$ Additional S.F. By signing below _ A �/ .ffirm the Revision is inclusive of the proposed changes. �=1 -d name '� A, T /2 / V Signat a of Contractor/Age (Contra for ust sign if in_ ease in valuation) Dafe 1 (Office Use Only) Approved X Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities /d ' 11 ' d40 /18V Public Safety Date Fire Services �'' ; ' v CITY OF ATLANTIC BEACH ' �, ' 800 SEMINOLE ROAD )1 ATLANTIC BEACH, FL 32233 \ (904) 247-5800 `\Jifl9r. BUILDING REVIEW COMMENTS Date: 9/12/2018 Permit#: POOL18-0035 Site Address: 1719 BEACH AVE 1 Review Status: denied RE#: 169662 0100 Applicant: CROWN POOLS INC Property Owner: MULARKEY MICHAEL R Email:john@crownpoolsinc.com Email: mularkeym@gmail.com Phone: 9048584300 Phone: 826.7034 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. Submit Cover page to contain: a. address of project. b. occupancy class for the property (for one &two ,family: Group R-3). c. the applicable codes ( 2017 FBC-Building R Residential 6th Edition, no longer a need to list the NEC since it is now contained in the Residential Code in 2 chapters, Chapter 42 / specifically for pool Electrical Provisions, ASCE7-10 is structural design. The same information I ask for when a •ermit was a• 'lied for at 1665 Selva Marina Drive Atlanti : -. • ' - •i't# POOL18-0004. 2. Submit Engineered Pool Steel Drawings: a. structural requirements for the pool to be in accordance with current Florida Building Code and ASCE7-10. Engineer's embossed seal, signature and date \ required on engineered plans. Engineering drawings submitted are not stamped by engineer. In the past you have provided that. 3. Note#2 under GENERAL NOTES is no longer acceptable. We are not under the 2014 Building Code . Please correct and submit 2 copies of this page. . -Olt Building 4-12.--- Mike Jones / 0-"f-/e 11 Building Inspector/Plans Examiner v n p pr ( i r.ed14-e kr%s S 4 ii W*y-t, City of Atlantic Beach 800 Seminole Road AD ' ' v�O S m�f A- R S Rc-�,vpP�- Atlantic Beach, FL 32233 ` Air L 904.247.5844 loA r a la h oi P ro ry►i?t of z o iv-eel Email:mjones@coab.us x '-fry -e- P-e1 nNi a-3 /Y4y/v-ey-�at9' e'en CI del PIArl leevi -ems 6n^ . .-- ?— �z : /V r 1 HOE ffllVIflj ‘ Building Permit Application � 4uc 3 {upt '&12/67 I id „ City of Atlantic Beach `;i` 411 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: /4/f/ Ar..,yc)-1 4&/L , /47-14Nfc ACJ Permit Number:POOL.f - 0035 Legal Description /510 01-2&-2.96.32D N 47L AtricBfAe-if PA T Nod LOT 245 RE# 149946a-woo CL ST N TI4EREoF Valuation of Work(Replacement Cost)$ 5o,0,5O Heated/Cooled SF /1.)/ 4 Non-Heated/Cooled N/A • Class of Work(Circle one): New Addition Alteration Repair Move Demo Window/Door • Use of existing/proposed structure(s) (Circle one): Commercialsidential • If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No • Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detail the type of work to be performed: IN GROL<ND &wIMMtva 7ODL- Florida Product Approval# for multiple products use product approval form Property Owner Information Name: My L-AIZK eY, M IGNACL Address: /7/9 &4u4 4L//. City ATGAAl7/.. J State FL Zip 32233 Phone qD/-?AL- 7,934 E-Mailohn a� c.ro it pots inc..rom Owner or Xgent(If Agent, Power of Attorney or Agency Letter Required) Atttt .4ArL Nt�d t_ATK Ey Contractor Information Name of Company: ee.40iJ/70.,/a Qualifying Agent: bizAtp Cezrr,fi Address Soot, ►c►oS // Air City Ti k i)t/' i, State /=L. Zip 'S2Lo7 Office Phoneo.3 .5'5f+-tio.tap Job Site/Contact Number ) i ‘31Ti7W 444j 7b5r—t State Certification/Registration# CFS/! 3[.479 E-Mail TM,u&G4 &,&r 01-51A .-.edpok Architect Name&Phone# Engineer's Name&Phone# Workers Compensation 3 /(t / '7 / empt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. 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. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORN FORE RECORD' Gip NOTICE OF COMMENCEMENT. (Signature of Owner or Agen (Signature of Contractor) (including contractor Signed and sworn to(or affirmed)befo me this 0 day of Signed and sworn to(or affirmed)befof e me this 2OAday of ,4wL , Lo/ by ✓"—+C d! 4.,kfr./`o! ,'t - , Z—°'V ,by filled y.O igna ur �. . ! Yure of Not ��Tr RON H W KETRON ° Notary Public-State of Florida . —� Notary Public -State of Florida r , personally Known C l .: 4,11%1 Personally Known OR . •' .• Commission # GG 048321 Commission # GG 048321 • nr [ I Produced Identificl ib �' �' Produced Identification Pc' My Comm.Expires Nov 17 2020 [ ) • Fa«d r MY Comm.Expires Nov 17,2020 Type of Identification °n,°i`�.•`' .,,,• , , • Type of Identification: "i" Bonded through Nahonal Notary Assn 1 i r1-' \ U1r City of Atlantic Beach APPLICATION NUMBER JS 1 ,? Building Department (To be assigned by the Building Department.) - 800 Seminole Road ,., #. _.., `�� Atlantic Beach, Florida 32233-5445 j�0 0 L( $ 003S `'' ' Phone(904)247-5826 • Fax(904)247-5845 Q / "! l0r E-mail: building-dept@coab.us Date routed: C3/43 !�f City web-site: http://www.coab.us j l APPLICATION REVIEW AND TRACKING FORM Property Address: / 7 19 ectc.,11 Ave.., Department review required Yes No :uildi . Applicant: C(�O---vAl7 7O 4 LS r•...•,• : .•••: Tree Administrator Project: POC) L._.. C C.k. Public Utilities Public Safety • Fire Services Review fee $ Dept Signature j 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: ,pproved. I (Denied. I INot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b / 75-- 18 Date: TREE ADMIN. Second Review: 'Approved as revised. I 'Denied. I INot applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. I 'Denied. I INot applicable Comments: Reviewed by: Date: Revised 05/19/2017 1 l,A4rir, City of Atlantic Beach APPLICATION NUMBER �6' �„ Building Department (To be assigned by the Building Department.) {`A. -f 800 Seminole Road G �� Atlantic Beach, Florida 32233 5445 ("73 poo L,t O no3s Phone(904)247 5826 Fax(904)247 5845` 4 291 p :Pto;iir'r 8 E-mail: building-dept@coab.us Date routed: 8/a/ aCity web-site: http://www.coab.us 1 l APPLICATION REVIEW AND TRACKING FORM Property Address: / 7 1 1 eQ,G11 Ne.., Department review required Yes No :uildi . Applicant: Cal/VP- 7O6 Ls 'd .a•if : •i'•: Tree Administrator Project: PO V (____, Pu is Utilities Public Safety Fire Services Review fee $ Dept Signature j 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. I 'Denied. I 'Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed b : /, /_i.1, ,,. ._ , ,_ , _ , Date:je��IP 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. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 /► Comp. By: SJW Date: 6/1/2018 Public Works Department City of Atlantic Beach Permit No ACC18-0029 Address 1719 Beach Avenue 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) = 13.624 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 4,853 13,624 1.00 0.36 Pervious 8,771 13.624 0.20 0.13 Runoff Coefficient(C)= 0.48 Runoff Volume V = 0.48 x 13,624 x 9.3 / 12 V = 5,121 ft3 Postdevelopment Runoff Volume: Lot Area (A) = 13.624 ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 5,948 13,624 1.00 0.44 %ISA = 43.7% Pervious 7,676 13,624 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 13,624 x 9.3 / 12 V= 5.799 ft3 Required Storage Volume DV= Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV= 5,799 - 5,121 DV= 679 ft3 Retention MASTER WATER RETENTION 611/2018 .: "i s yi, Comp. By: S/W Date 6/1/2018 Public Works Department City of Atlantic Beach Permit No ACC18-0029 Address: 1719 Beach Avenue Provided Storage. Elevation Area Storage (ft) (ft2) (ft3) 13.0 169 0 BOTTOM size 13 X 13 15.0 225 394 TOB size 15 X 15 Elevation Area Storage (ft) (ft?) (ft3) 0.0 0 0 BOTTOM 0.0 0 0 TOB Elevation Area Storage (ft) (ft2) (ft3) 0.0 0 0 BOTTOM 00 0 0 TOB Inground storage=A'd'pf A=Area= 225.0 d=depth to ESHWT= 10.0 pf= pore factor= 0.3 Inground Storage= 675.0 ft3 Required Treatment Volume= 679 ft3 Supplied Treatment Volume= 1.069 ft3 Retention MASTER WATER RETENTION 6/1/2018 0 Arsp The Association of Pool& Spa Professionals® ANSVAPSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: MULARKEY CONTRACTOR NAME CROWN POOLS, INC AND ADDRESS AND ADDRESS: 1719 BEACH AVE 3002 PHILIPS HWY ATLANTIC BEACH, FL 32233 JACKSONVILLE, FL 32207 OWNER:MICHAEL MULARKEY CONTRACTOR PHONE:(904)858-4300 DATE:8/30/2018 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: 10,339 ;or 1. 10,339 gallons b.Calculated Gallons: 291 (surface area)X 4.8 (overage depth)X 7.48 (gal/ft^3) = 10,339 2.§5.2.1:Calculated maximum filtration flow rate 2. 36 gpm _ (Pool volume_360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: El Yes, D No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 36 gpm pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 36 gpm (Item 2 or item 3,whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. 1.5 inches - (Enter the smallest pipe size from Table I with a 6 fps flow capacity the same or more than item 4.) b.Minimum suction branch pipe diameter 5b. 1.5 inches (Calculate:Item 4. 36 (gpm):Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table I with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c.Minimum return pipe diameter Sc. 1.5 inches (Enter the smallest pipe size from Table I with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter Sd. 1.5 inches (Calculate:Item 4. 38 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6.§5.4.1:Filter type and size: a.Filter type:(Cartridge, DE,Sand) 6a. Cartridge b. Minimum filter area 6b. 96.0 sq.ft. - (Calculate:item 4. 36 (gpm):filter factor 0.375 ) Filter factors:Cartrid e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: Yes, ❑� No? 7, 2.0 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. STARRITE INTELLIPRO VSF - b. Pump flow 8b. 36 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 heater111 Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, n 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 4.0El 5.1.1 Pool filter pump listed in database ❑ 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speedEl 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 n servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. El 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. El 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 n 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 Determine Pipe Sizes: _ NOTE:These Requirements Apply ONLY to the Filtration Pum Drench Pang b be 3 Ina b keep velocity ` to,max.at . 132 gpm System Flow Rate. Pump I� Trunk,Sideliner& 3 Inch to keep vela;IN® g Ips max.at 181 gpm System Flee Rata. ANSI/APSP/ICC-15 2011 Suction Pting to be II Flow Calculations Return Piping to be 2,6 Inca to keep vetoc*Fy(§ 10 Ipe max.at 146 I gpm System Row Rate. I Pool water volume 10339 +360= 36 gem.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 ' 11 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 le the calculated auxiliary flow rate gpm I, Maximum Flow Rate-146_ gpm Fltridtln p1/r11] STARITE INTELLIPRO VSF I Flow Rate(low speed) 36 _gpm @ 2350_rpm. f Mein Dram Cover [CMP NOVA Minimum suction stria pipe elze 6 fps In. Minimum suction side branchsize 61 in. li DetIntneMeteasoerandTypeofRequired ln.FioorSuction0utlets: �'`~MeO� pPP 3 _ pipepe____. Minimum return side pipe size©8 fps 2.5 In. Minimum return side branch pipe size @ 8 fps 2.5 In. --"-- Check al that apply. F-71 U 3,.7 @ 2 CMP NOVA suction cullers ifp [300 gpm 101114.flow I- I II Determine Filer 5I71. I l ©p ® ©° 3 suction outlets 8 gpm max.flow 1 Pater Factors(GPMJSFt XCertktge(0.375) D E(2.6) Sand(15) n I • I channel drab @ partite parts X . I 36 0.37596 - FlterSize: 1011911 / ,p >.eml STA-RITE PLM 300 ta.,1r.4 a wan 'Dotal Bead In Feat Conversion Chart -1 Flow and Friction Lata Per Foo Inches Mercury(Vsculrn Gauge) Schedule 40 PVC Pipe 0 7 4 1 I D IS II 03 1e .. 1~ 11111 Pump Controls I c u10 23 a 42 II.1 11100 113 ILI Ili tae 1u a lm. 711 227 0 0 1.131! ti• l Filtration pump has no auxiliary load-standard time clock_ u 11 1.1 1u s.7 xe 1u a2 a.7 as l FNEMETF. 0 �' Filtration pump with auxiliary load-Control model for low speed default within 24 hr. PENTAIR EASYTOUCH 4 u n3 n2 "Ila wa t1] >V 721 ao a1 ®Q.lOfE77�IIEMIIm. u ne lu "+u u1 Cl m a1 n.3 m Ota1�-l� JOQ"�m. 111 -w" a.1 w a1 CC s.1 n3 42 311 O11Cr rte,. QMIIIK:3111QMm Heater Model w III a, .46 no a2 �r2 a7 n2 3 217 u se B1111f"JDiSP'lIIMMININ111111111•11111111' Gas Heater efficiency 4.7 71D ency rating N/A (No Pilot Light) m 211 a3 '>aa VI al i0 111 >u >V na 311 32.1 w 161 L 41.1 TDN catenation Oplona pump I 10 Al a2 VA as 1111 342 a.7 U 41.2 433 - For each Heat Pump efficiency C.O.P. N/A II a2 27.1 a2 a2 u1 s7 11/ 412 431 462 ' 17 27.7 'a2 42 34.6 211 a2- 413 431 4611 41.1 ' Check one. II no 312 SU 712 31.1 411 41 45s 411.1 114 ' 14 auw2 s2 a1 4u a2 41.9 462- 103 v1 • t A l Senpllled TaS al Dynamic Heao(SIT) 16 MI' 110 111 41.4 117 411 42 W su SO Complete STUN Worksheet-FE in al blanks. • 4 170 311 41 47 44/ 4u Cl 121 MS n.s / Told D ANSI 5&ANSI 7 Compliance Work Sheet n >u 412 41 al 411 321 n.1 Ni n2 eu 7 t1 Determine 9lmplfled TDM p g 4.1.: 4 1 a1 a2 w2 Di; 117 n2 a7 n1 ( ) Complete Prolamin or other oaks.FE In squired blanks on 1v ae 411 Iu e0.7 ne eu n2 1v .8 w r worbtlwt&site&ulaaalions. 1. Distance from pool to pump in feet 40 T n a3 as ov m.1 612 eu Ne 121 w roe f 1 Pipe) 3 Pb per a 181 lila 7 0.07 (Mom pipe IlowMctlon hatchet) n aI' 111 ue a3 11 wl a4 eu 1u les ' ofMthe nen caw r:eminCapacity 2. Melon lou lb eudron In nd1 a 1 fl a ■.1 'a1 171 n1 4N 142 N2 111_14a 712 ( 4N the new or replaarnent pump. 1 n 4.1 m2 n7 at eu eu N7 010 na rat' pry 3. Friction hes(h ream pipe)In 2.5 hd1 plpa pe'l ft.O 148 gpm om• 0.13 temples i ayltlm fondest) s NA 117.7 NA 42 041 a1 111 733 n1 ,u ---4 V 20 4 171 WO IU 141 Cl RI III 721 711 m M1 132 141 d a1 712 731 7U 10.1 - n 112 N1 111 a2 712 717 7u 711 '1 TDH h Piping: 8 a w r ae- N1_n2-n7 tte 7u 1u ra 11C 08.31.2018 (I. a n1 1u 7u 731 ILO 713 se 1L 114 KU 111.1 D,. 14 •RKY Determbe SlmplMed TDH 1_ _ ren I Heater bas k1 Tilt 4.62 31 n1 rru x n2 11 MA 711 a7 a eu n2 ee 4411,n220 I III N/A 12 111 762 764 N7 110 142 n1 M7 ' • 141 234,31.11124415. 3361141110 4. 40 x 0.07 = 2.8 Al oter beee3 33 1e1 7e1 IV11.815.7n2 1u are w1 111 62411,11127 NO 121dw4hsw9rn /5224416041 14 76e 111 111 113 172 Ni a1 114 161 Ni 5. 40 x 0.13 = 5.2 1e 121 111 112 172 Ci as 634 K7 ' 181 1012 CPC 1458979 0346 42443/c i4 ?l d 4.0IIdPip) MN 3045 aw Taal Dynamic Herd(TDHf 12.62 o4A610501C41.* 'MOTE:FE3D TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATEDTdH. (904)858-4300 Edwin 7415245 04 Scale:float NOVA LARGE OUTLET DRAINS '' s ,....„ O ._ .., p PRODUCT FEATURES . a ( T o • 2.5"and 3" Drain Sizes O — PVC Body t _ • 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 t - • For Special Colors Order Body then Order Color Lid & Frame Separately • YA Q - - . .i • • .... 0 • • • ORDERING GUIDE REF WHITE GRAY BLACK DESCRIPTION BOX QTY 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 NOV _''D n=^. _ ,SS_'. C 25539-500-100 25539-501-100 25539-504-100 25539-507-100 25539-509-100 — — 60 C „ ` — 25516-500-100 25516-501-100 25516-504-100 25516-507- N100 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" • . '.)4 NOVA LARGE OUTLET DRAINS • Socket Outlets • Floor or Wall Installation • Seven Year Life on Cover — • PVC Body m Z O 8.7' — 8.5' z — 8.0" & 0.98" Ln 1 t re 4.9' \ l 7.5" \ I � 3.3" HEAD LOSS (Pa x 10') Results tray vary reference data only 40 LARGE CUTLET DRAINS 3 DRAIN 13.4in2 150 GPM 118 GPM 20 2.5'DRAIN 13.4in' 150 GPM 118 GPM REPLACEMENT PARTS ON PAGE r4; 0 FLOW(GPM) 70 100 130 160 • 800.733.9060 I WWW.0-M-P.COM 2 E 1 D R ® 4'A 7.A E L.�-��-`� :�"�ee,'7: , D �, 4a I1 ;3H PERFORi`slANG= p!jiviP STA-RITE' Featured Highlights •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% )'PENTAIR •8 speed settings and on-board scheduling LCD screen with keypad for easy programming •Ultra-efficient permanent magnet motor design ref; iik reduces noise and vibration for greater efficiency and • ' ;z longer pump life •Fully compatible wtih IntelliTouch®,EasyTouch®, }tti SunTouch®Automation and other pool control systems iy►pliaRCti •Operates seamlessly on 50 hz or 60 hz input power. Efficiency Flow/speed are constant when operating on 50hz or 60 hz. "t'`" •Includes 2 in.NPT Stip Unions Sta-Rite In eiiiPro Variable Speed Pump Protected by U.S.Patent Iia.,7,686,587,7,815,420,7,854.597, 0611.633,D606,562;8,043,070 and Patent Pendine and all corres,onginoforeign counterparts. :ntetiiPrc Variable Speed pumps combine variable drive technology,onboard digital intelligence,an;;oermaner,i magr.et motors fused in h srid cars;to reduce pump-rely:ad energy costs by up to 90%. Ordering information Fuit Load fir"'Y Port Size arson Product iThscrlption Voltagek':'! ISP SF SFHP FRED- Listings and „�_ mps Cariiiicationss iN r) ,'i.ILcs.1 P6E6VS411 209L IntelliProVariable 230 16 3.2 3 1.32 395 50hz/60hz UL',NSF',CSA'. 2in.x2in. 47 Speed = y, 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC With 4 Inputs 8 521109 IntelliCom 2-Rated 9-24 VDC with 4 Inputs 350122 Communication Cable-50 ft.-Included with pump 2 ' 'UL'indicates that pump bears a specific UL mark signifying evalual.un Cana6ian Standards CAN/CSAC22.2 No.108-71 liquic Pumps For to U.S.Standards UL1081 for Permanently Connected Swimming Pools Only(Enclosure 31. Swimming P ..and Sec Pumps and to Canadian Standards CAN/CSA = APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California C22.2 No.I,:8-0t Liquid Pumps For Swimming Pools Onit'(Enclosure 31. Title 20 and is certified to use on Residential Swimming Pool Filtration 'i'1SF indicates that pump bears a 14SF mark signifying evaluation to 5,stems. MSF Standard 5C For Self-Priming Centrifugal Pumps Fcr Swimming s P.oduct may have been evaluated to other state and local regulatory Pools Only. standards.Listing status r.ay change.A:ways confirm status wiih '' 'CSA'indicates that pt nc bears 3 CSA mark signifying oval:ation to appropriate agency it in doubt. Refer to catalog pace 36 for a selection of 1-and-2-Pole GFCI breakers which oiler 6 miiGamn per sonnei protection white meeting NEC 2008 Standards for Pool Pumps. '''TEL( '''';;---Irl® VARABLE c,'PEEr' ,.,.IN § _.i.-.0. ,tkts-, . 4 tp .,.._ a SFEEO ...i.t. HIGH FER',._,,P,'.,1, :!U FLINP 1!„'Ofr.-1-']', ....- 4.4pc'414 - ilt..8*lb .• -41I4 , • '.ntelliPro Viir!abln Sp,?ed Pump Dimensions and Pel-i'ormant,-..-e 30 i I I I ! - KU.SPEED _ 913 25 - I 0 34501 RPM. _ S SPEED A 3110 RPM _ ... 70 -1.-.• 1. . . 20 - i . - I .-- ,_ 60 .1 . I I - re I I x- - 1 , i 15 - ‘13, 50 i; 4' - li:i 1 I 10 SPEED 3 2350 RPM i-Ti1 _ el I L • L 1 I i - 40 - 10 _i ! ! I 1 _ 30 1 i 1 1 - I Id'SPEED 21500 RPM I FACTORY PRESET SPEEDS I 20 i 5 - ! i 2350 RPM r _ IN SPEED 1 1100 10 - - 1500 RPM i_ 1 ! - - -_1------.---- II - 750 RPM I 1 I 10 -: SPEED 1 750 RPM , 1 L 0 - 0 11111 0 20 40 60 80 lop 120 140 160 U.S.Gallons per Minute i . , . . / . . . . 1 . 111 • 1111111 • 117 . 11 . 7111- 17 0 5 10 15 20 25 30 35 Cubic Meters per Hour IntelliPro 115+SYRS minimum speed is 1100 RPM - 26,8chs - _ floc _ _ .:;.-----:-in irrrir*:;rfAry% . ArTI -i7:i..01-r, -, 1.-„:„.... . - I ....e :'• i':. al.., - ,...-,------7.-4., IS-•A 11 'i,-• f.•• • V.'•1 i 4.4fXI ii:14 -: .--....; --n- - *------11 ,, • -, • 7 •.9) --....•••••••.+•-•••-- %IA kt .N...-•=:- )1 p-ii ‘..: ,\:,......-.....,..,/, ly .-- --_-i '..... _ , . __,-,--4. e.,....-_-..--•. --1.6, ..1 1025 1 , , :..:• 1 I .. , lim - --4 See page 515 for replacement parts. SYSTEM:2TM MODULAR MEDIA FILTERS GLM SERIES FILTERS STA-PITS' 10011041001 Featured Highlights •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 •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 •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-Filter includes 2 in.NPT Drain ports, PLM Series which are provided with reducer bushing and 1-1/2 in. drain plug Sta-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 filters of equivalent size.Virtually maintenance-free operation for today's pool owner.The small diameter footprint makes the System:2 fitter a perfect lit 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 Effective FilterTurnover Capacity(In Gallons) Product Flow Rated 1Flow Rate x 60 x Hours) Tank Port Area ISq.Ft.) GPM(Sq.Ft.) Carton 6 Hour Size Wt.Iles.) 8 Hour 10 Hour 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. PLM150 150 42 56-150 20-54,000 27-72.000 34-90,000 2in. PLM 175 43 175 66-150 24-54,000 31-72.000 39-90.000 2in. PLM200 44 200 75-150 27-54.000 36-72,000 45-90,000 2in. PLM300 45 300 113-150 41-54.000 54-72,000 68-90,000 2in. 53 Based on NSF recommended flow rate for commercial at.375 GPM per Note,Operating Limits-maximum continuai operating pressure of square root. 50 PSI Pool/spa(bather)applications,maximum operating water Note:No backwash valve required temperature!internal lilted 100F AGO°CI. SYSTEM:2TM MODULAR MEDIA FILTERS (CONT'D) PLM SERIES FILTERS Ordering Information Product Description Carton Wt.(Lbs.) 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 27002-01505 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 PLM300r t.. 3 NSF 1cm '/ (., i, 1 o Listed ,__,,,,70.--_, —i l �1 t =-r—r -6-L'ir" ,- i gm- wtin!,; 1 ll.11 L 11 1111111 7,r IIIII11 1T?TTITT IQ 1i 111111 4 I 1 .iital _33 1, r 000:1 • 71n ( f raT ; ----- "r 1—.__ _ � 1 !l Illi i . I- ,x.n p y 7; \: i tar , \� ^ 7?< All dimensions shown in inches. 201 MAX.FLOW.___. 18 RATE PLM125 16 MAX FLOW N 14 RATE PLM100 a 11 12 - PLM100. O '0 PLM125. PLM150. 8 PLM175. PLM200. a• 6 _ PLM300 G 2 0 0 10 20 GO 60 80 100 120 1 G 160 Flow Rate in Gallons per Minute See page 371 for replacement parts. NOVA LARGE OUTLET DRAINS rte► klill • v1 0 o p PRODUCT FEATURES =-=--r '"'�"— ,, 1 • 2.5•and 3"Drain Sizes ® i7.f 4 . 4 F- •• PVC Body R /1 7 — 1111 _ • 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 Color Lid& Frame Separately I - 1 idr 1 • ❑ II ■ ■ ORDERING GUDE 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 LD & FRAME ASSEMEC•' 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 25516-5u, 100 25516-509-100 25516-569-100 25516-559-100 50 0 NOTE:THE COVER MAY BE CALLED A"LID"OR A'GRATE'THE RING MAY BE CALLED A'FRAME'OR"COLLAR" PThe Association of Pool&Spa Professionals® ANSVAPSPIICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: MULARKEY CONTRACTOR NAME CROWN POOLS, INC AND ADDRESS AND ADDRESS: 1719 BEACH AVE 3002 PHILIPS HWY ATLANTIC BEACH, FL 32233 JACKSONVILLE, FL 32207 OWNER:MICHAEL MULARKEY CONTRACTOR PHONE:(904)858-4300 DATE:8/30/2018 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: 10,339 ;or 1. 10,339 gallons b.Calculated Gallons: 291 (surface area)X 4.8 (average depth)X 7.48 (gal/ft-A.3) = 10,339 2.§5.2.1:Calculated maximum filtration flow rate 2. 36 gpm (Pool volume-360 or 36gpm whichever is larger) 3.§5.2.2:Auxiliary Pool Load: ❑Yes, El No? (Enter the highest"auxiliary pool load"to be powered by the swimming pool filtration pump.Do not add auxiliary 3. 36 gpm pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. 36 gpm (Item 2 or item 3,whichever is larger.) 5.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 5a. 1.5 inches (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b. Minimum suction branch pipe diameter 5b. 1.5 inches (Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter 5c. 1.5 inches (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter 5d. 1.5 inches (Calculate:Item 4. 36 (gpm)_Branch Pipes 1 (quantity)=branch flow rate 36 (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 (Calculate:item 4. 36 (gpm):filter factor 0.375 ) 6b. 96.0 sq.ft. Filter factors:Cartnd e=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: 1Yes, EI No? 7, 2.0 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 pumps 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. STARRITE INTELLIPRO VSF b.Pump flow 8b. 36 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 a I 0: • Swimming Pool Energy Efficiency Compliance Ilnforrnatlon I DetramlinePipeSizes: NOTE:These RequirementsI Branch Piping lo be 3 irxh to keep velocity 0 5 fps max.at , 136 gpm system Flow Rote. eq Apply ONLY to the Filtration Pump j Trunk,Reimer a 3 Inch to keep velocity(41 8 fps max.at 181 gpm System Flow Rate. ANS!/APSP/ICC-15 2011 Suction Piping 10 be i Flow Calculations Return Piping to be 2.5 Inch to keep velodty® 10 fps max.al 146 I gpm System Flew Rata. I Pool water volume 10339 +360= 38 gpm-this le the calculated flow rate i Note:for pools under 13,000 gals.the calculated flow rate or 36 gpm whichever Is greater=the filtration flax rate Pump Selection as Listed on Curve A or C (circle one) Is there an Auxiliary load on the filtration pump? Yes No _- _. If so,what Is the calculated auxiliary flow rate gpm FIWQxt pUap STARITE INTELLIPRO VSF Maximum Flow Rate 146 gpm 6 Flow Rate(low speed) 36 gpm @ 2350_rpm. Mein Dram Cover CMP NOVA Minimum auction side pipe size tp 6 fps_3 _In. Minimum suction side branch pipe size§6 fps a_in. uooer Detemine the Nand Two of Required In-Floor Suction Outlets: N......* Minimum return side pipe size @ 8 fps_2.5 In. Minimum return side branch pipe size©B fps 2.5 In. --- Check al Itsaapply. I--xi ® 3'-,• @ 2 CMP NOVA suction autles 6 1300 ppm lean,now Determine Filter Size I 1 ®° O° O° 3 suction outlets® gpm max.flaw f I ) channel drain§ gpm w! ports h niter Factors(GPMISFk 1 111 X I Cartridge(0.375) D E(2.6) Sand(15) �1 FlairShe: 36 0.375 96 ,,.., NUN MN STA-RITE PLM 300 ' Total[dead In Feat Conversion Chart ' Flow and FdidlonLou Per Foot ira.r tw.1 wain I Schedule 40 PVC Pips • Inches Mercury(Vacuum Geo* • / : 1 1 ,, If N N N Wei r~M1 Swami Pump Controls on 23 as s IN 111 iu m 111.7 m"1 Fb*b spa 1x sera 1e 021 N .elf. 11a v U 11 1.1 111 lei 1u III e.1 222 N.r Vim 1M Nye arc tip let' Filtration pump has no auxiliary load--standard time clock_ u u 71 1u n7-7u iu roA as'em pump auxiliaryspeedPENTAIR EASYTOUCH 4 u 12 15 N7 Ne N1• ss as a0 a1 z ap 1s aro err lap are Filtration um with etocllla load-Control model for lawdefault within 24 hr. u III III NA u3 336a1 WI nil ?V 2r Hp US 171 s. , 6N VI 2577 ,. arz 11 111 ran N1 lee as a7 27A NJ 611 r Nap tor 111p Ur sap ae 1s 11.1 NA m a1 N2 V 217 MA 3U" 4. Dip 1M Nom. u.,, me. ser Heater Model 1u ru 1e.7 leo 11.2 72.1 11•7 Al 111 711 r e1.. Lar ms.. 1LN Gas Heater efficiency rating N/A (No Pilot Light) 1019.110 23.1 AA 173 'n1 11 a.1 11.1 s1 311 AVS 111 MD 34 3 I1J a11 • Heat Pump efficiency C.O.P. N/A 10 a1 NA n. AA a.1 w a7 213 411 NFm each mA A MN. umpn Oplons p • 1r 214' 27.7 w 612 w Ni NO 112 au as u n.7 e1 a2 11.6 u1 rot 413 ae as b.1 •---Check one. u -Nr 'a1 eta Al 31.1 411 111 NO a1 `1004 • Sknpllied Tolef Dynxria HeeoLTDH� 1. 711 NA eu 771 aA e54 ae U2 177 a) { LxJ N foe s.1 a: a.A w ae a7 161 eu ao � Complete STDH warksleet-F!in al blanks. f N a.o a2 111 Cl 111 w ei a1 1u 17.3 Total Dynamic Heed(TDH) ANSI 5&ANSI 7 Compliance Work Sheet ^ NA 411 as e.1 41 601 a1 eat VA e1.N H) Detenn*ra9rmp10etlTDH. p 1e 171 w a1 u7 e1e es 1171 aA s7 n1 I I CompletePreasmaothercake.Felin'equeadHankson GI3 a a a 1a2 0.1 roe 121 w Ni f worksheet 8 attach calculations. t. Dteenca from pool to pump infest 40 27 41.4126" os es eu 64221 Cl Wel w eu No: 1 , Maximum Flow Cepa* 1 2. Mtn loss(h swim pipe)In 3 nth pace per I ft 0 181 gpe' 0.07 (tam pipe aoeStlbn hes dun) a ClCl/ WI SU ns s1 ear aill 1 772 ofthe new or replacement pump. n a1 NA 677 171 eu w a7 WI 112 731 3. Non bee(n robin pipe)In 2.5 ech pipe pe'I It @ 146 we. 0.13 drorn rex lwefl j,los dart 11 NA' 112 111 672 see 117 16.6 713 es 151 i 30 CO NO a1 111 au CI 172 735 713 ,y 20 N.r NJ_1U 1u 111 nA 711 711 76.1 I'• a a4 141 1u 612 71A 717 751 712 a-_ ..7 TDH n Piping: 8 71 01.7 NJ es 711 717 s1 7u 613 "ms`s eat 06.31.2018 1 ' ,.r u a.1 N.371.1 Al 71271.3 115 62.1 ® o.. 'r •RKY N rot NA 715 Al a3 as a1 111 Emil 8 Determine MAW MH,_ niter;Heater loss h TM 4.62 31 111 711 76.1 71.4 167 a1 612 a7 • an II t, �4��0y x 0.07 2.8 AtotrerkNxe N/A a A.2 7u 10702 7 a1 wa ns se a1 ea3 w` �"'°"�601An O*41160/b.i 11711.7717 5776301 m7kestPpm 34 Al es 171 043 III a1 NA w NJ w • 5, 40 x 0.13 = 5.2 36 101 657 Ora 67.6 Nl 922 114 117 161 161.2 CPC 1456979 a.leea0.sone.: AM4.N1eefPt.l 7311041.212•7 Total Dynamic Heed(TDH( 12.62 i C.w.a.c,lrn 'NOTE:FBA IDH MUST BE EQUAL TD OR HIGHER THAN THE CALCULATED TDB. (904 81 58-4300 7+0646s.. Bade:None NOVA LARGE OUTLET DRAINS m O • Socket Outlets 0 • Floor or Wall Installation • Seven Year Life on Cover -_ • PVC Body t7o Z O OFF ICE COP'' _ 8.7• 8.5• — 8.0• 0.98• (.1) 4.9' 7.5• . 3 • `\ i } 10.1' \\ I a�. 3.3"—op, HEAD LOSS (Pa x 10') Resells may wry,reference data only 40 3"DRAIN 13.44n2 150 GPM 118 GPM 20 2.5'DRAIN 13.41n2 150 GPM 118 GPM REPLACEMENT PARTS ON PAGE ra! 0 FLOW(GPM) 70 100 130 160 • 800.733.9060 WWW.C-M-P.COM OFFICE UO -' y INTEL -f PRO® VARIABLE ;-P E , HIGH PERFORMANCE ?! v P STA- Nos.-1:14Nwv . Featured! Highlights •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% ^,i.PENTAIR •8 speed settings and on-board scheduling LCD screen with keypad for easy programming •Ultra-efficient permanent magnet motor design 's -.. reduces noise and vibration for greater efficiency and . ' ''- longer pump life �,Y�;`�. •Fully compatible wtih IntelliTouch',EasyTouche, r'js 4L�t 3' SunTouchs Automation and other pool control systems N., itppliaii: •Operates seamlessly on 50 hz or 60 hz input power. E I f icienh: Flow/speed are constant when operating on 50hz or 60 hz. •Includes 2 in.NPT Slip Unions Sta-Rite In eiiiiPro Variable Speed Pump Protecteri by U.S.Petent lin..7,636,507,7.815,420.7,85/:,597, 061 1.,33.D6^6,562;8,043,070 and Patent Pendineand alt corresnonginoforeign counterparts. 'etet'iPrc Variable Speed pt:rnps combine variable drive technology.onboard digital intelligence,and permanent magnet motors lused in n grid tarsi to reduce pump-related energy costs by up to 90%. Order inp information Pull Lead Primacy 'Port Size Carson Product 'Description Voltage kW iiP S'r SF HP FRED. Listingsandr I;+PTI +:'t.ILns.) Amps Certifications .. + r INQfJ=SViT5 faODELI POW/5411-209C 230 Variable 230 16 3.2 3 1.32 3.95 50hz/60hz UL',NSF u CSA', 2 in a 2 in. 47 Speed ,LC&.SSGi2lE. 520641 IntelliCom 4-Rated 15-240 VAC 15-100 VDC With 4 Inputs 8`LL 521109 IntelliCom 2-Rated 9-24 VOC with 4 Inputs 1 350122 Communication Cable-50 ft-Included with pump 2 UL'indicates that pump iuears a specific UL mark signifying evaluation Canat:ian Standards CAN/CSA C22.2:4o.108-71 Liquid Pumps For to U.S.Standards UL1081 for Permanently Connected Swimming Pools Only!Enclosure 31. Swimming P;,c:and Spa Pumps and to Canadian Standards CAIC/CSA APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California C22.2.Is.i,;8-01 Liquid Pumps For Swimming Pools Only!Enclosure 3). Title 20 and is certified to use on Residential Swimming Pool Filtration 'SF'indicates that dump nears a NSF mark signifying evaluation to Systems. 145F. NSF Standard 5C For Self-Prirrtng Centrifugal Pumps For Swimming S Product may have been evaluated to other state and local regulatory Pools Only. stancares.Listing status ray change.Always confirm status with 'CSA'indicates that pump bears a CSA.mark signifying oval. tion to appropriate agency if in dount. Refer to catalog pace.36 for a selection of 1-and-2-Pole GFC1 breakers which oiler 6 milliamn per sonnei.protection white meeting I•:EC 2008 Standards for Pool Pumps. OFFICE COPY ,,,,,,,,,. , ,- ,..„. „A,,, D, 5 y ._,.,,r— E ?EE,—r,--0 UN k 1;:.1, -r..F. ri,,L$ V01,04A, U.-:. ,tirtc.' '• HIGH FERFOR!v1ANCE PUMP ECONT.31 _ .. _. .: be „ !n:Ztti?ro`.1.31.ab1.ci Speed Pump Dimensions and Performance 30 - 11:10 --T—T----'—il I , 1 , 1 1 • i i i 1 1 i 1 M 1 AX.SPEED : go —.I. ...., I ' i II 3450 RPM 25 - 1 I I I 8 SPEED 43110 RPM 70 1 20 - 1 I I . . I i 1 1 I 1 1 9 - a SPEED 3 2350 RPM I ..- 1 I u. ! I • 1 • 1 _ 40 I - !I ! 10 - ' ! 30 I 1 ' 1 1 - 1 FACTORY PRESET SPEEDS - 1 SPEED 21500 WM I i 20 i I --- 3110 RPM i ' I I 1 5 - 2350 RPM 1- 63 SPEED 1 1100 RPW ; 10 — 1500 RPM k - - 750 RPM i i i IX SPEED 1 750o 0 - 0 i 20 40 60 80 100 120 140 160 U.S.Gallons per Minute o 5 10 15 20 25 30 35 Cubic Meters per Hour "IntettiPro VS+SVRS minimum speed is 1'100 RPM - 26.406 - _ . 11.047 - ' - •.-----:"'''''.- ..'fIvt•- s .4P744-";--"Vr7 Ai. .-,- . .___ _ ••••= • s ,,I ...IP", ... ... , gi . ...i... //ANS:"..,•:.Z. ---:;,,... L7 \ -• if -.: ; ...- :',- - •.4 vt.:4 V,- .N.,:- ,,•1:04,71 •;,,.. . .. .=,1—fi 44L-- 7-L_- ..,,ILI t•-•-••-•'---"--4.-! 10.75 \s"! 'NI"i',./ V o-- ! F;• ; `-' r ...._ . __ • ...• L., • TM ---, r-- .,--- . See page 515 for reptacement parts. OFF.IPF ''OPY SYSTEM:2T" MODULAR MEDIA FILTERS PLM SERIES FILTERS STA-RITE' Featured Highlights •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 •Easy Access- Locking Posi-Rin ® Ring provides fast access to tank internals •Innovative Design-The innovative balanced flow design first introduced with the System:3 Mod Media fitter is now available in the smaller System:2 filter,virtually maintenance-free operation for pools of all sizes •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-Filter includes 2 in.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.) GPM(Sq.Ft.) 6 Hour 8 Hour S12e Wt.(Lbs.' 10 Hour SYSTEM:2 MODULAR MEDIA FILTER-PLM SERIES PLM100 100 38-100 14-36,000 18-48,000 23-60,000 2in. 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 2in. 44 PLM200 200 75-150 27-54,000 36-72,000 45-90,000 2 in. 45 PLM300 300 113-150 41-54,000 54-72,000 68-90,000 2 in. 53 Based on NSF recommenced flow rate for commercia,at.375 GPM per Note:Operating Limits-maximum continual operating pressure of square loot. 50 PSI.Pool/spa(bather)applications,maximum operating water Note:No backwash valve required. temperature)internal titter)100F ILO°C). OFFICE COP" SYSTEM:2T" MODULAR MEDIA FILTERS (CONT'D) PLM SHIES FILTERS Ordering Information Product Description Carton Wt.ILbs.l ACCESSORIES FOR SYSTEM:2 MODULAR MEDIA FILTER-PLM SERIES 27002-0100S 100 Sq.Ft Replacement Module for PLM100 11 27002-0125S 125 Sq.Ft.Replacement Module for PLM125 11.5 27002-01505 150 Sq.Ft.Replacement Module for PLM150 12 27002-0175S 175 Sq.Ft.Replacement Module for PLM175 13 27002-0200S 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 !� ^;' ...t, (NSF b a' ® if ( if 'I 4 Jl' o �;, `� y Listed i Via. � rel 111, 7 • i Fit ilIll1Li,_�!1-.11J1.1 Clll11t(1J'1I Illi 217 ii-tollli (11111 j1litn-iiii-14-.1114 I ! co tt1 Iales i i L tir n.n . f1 - 1 rmi / 22.. ,yam' �l h ,r I. �J ( 1ry1 2; �J "�J_ �i10 =1�� lico All dimensions shown in inches. zo I I MA%.FLOW 18 RATE PLM125 16 MAX.FLOW G 14 RATE PLM100 - .6 12 PLM100. 0 10 PLM125. PLM150, 'a 8 -- PLM175. o` 6 PLM200. PL M308 4 . 2 0 0 10 20 00 60 e0 100 120 100 160 Flow Rate in Gallons per Minute • See page 371 for replacement parts.