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1927 BEACH AVE - POOL :'' ' �A CITY OF ATLANTIC BEACH 7i,;i` 800 SEMINOLE ROAD ,,,,, v ATLANTIC BEACH, FL 32233 � 31J, INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0025 Description: SWIMMING POOL-ONLY Estimated Value: 51243 Issue Date: 7/10/2018 Expiration Date: 1/6/2019 PROPERTY ADDRESS: Address: 1927 BEACH AVE RE Number: 169691 0000 PROPERTY OWNER: Name: TOVEY KIRK A Address: 320 N 1ST ST STE 715 JACKSONVILLE BEACH, FL 32250 GENERAL CONTRACTOR INFORMATION: Name: Address: , Phone: Name: POOLS BY JOHN CLARKSON, INC. Address: 600 ST JOHNS BLUFF RD QA JOHN S CLARKSON JACKSONVILLE, FL 32225 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 POOL18-0025 View Report 66.wanA 114 1 of 1 V 100% v Find I Next 64• 'r j5 ' ` Permit Conditions City of Atlantic Beach Permit Number:POOL18-0025 Description:SWIMMING POOL-ONLY Applied:6/19/2018 Approved:7/10/2018 Site Address:1927 BEACH AVE Issued:7/10/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:TOVEY KIRK A Parent Project: Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED SATISFY STATUS NO ADDED DATE : TYPE DATE DATE DEPARTMENT: CONTACT: REMARKS : 1 6/26/2018 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 6/26/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 6/26/2018 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. 4 6/26/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell's,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 6/26/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentV iewer.aspx?&report=/Documents/PERMIT... 7/10/2018 Permit Conditions Page 2 of 2 Full right-of-way restoration,including sod,is required. 6 6/26/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 6/26/2018 TOPO SURVEY INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Must provide a topographic(TOPO)survey with water retention for final C.O.Inspection. {�a Printed:Tuesday,10 July,2018 ir4 TRNOT 1 of 1 http://atlanticbeach.trakit.net/trakit/DocumentViewer.aspx?&report=/Documents/PERMIT... 7/10/2018 �:1J'7 City of Atlantic Beach APPLICATION NUMBER ��, -� Building Department (To be assigned by the Building Department.) . s�:.r. '� 800 Seminole Road Poor- I O — oo2S s) Atlantic Beach, Florida 32233-5445 O Phone (904)247-5826 • Fax(904) 247-5845 /_ "01110' E-mail: building-dept@coab.us Date routed: �Q 0411 g City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: Ictil BzcJ Ave- Department review required Yes No Buildin m Applicant: YOOIS epJohn Cta.rKson j &Zonin Tree Administrator Project: ePwL._ lic Worass) 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 Reviewing Department First Review: Approved. ❑Denied. ['Not applicable (Circle one.) Comments BUILDING 4 '% �V,s^ C' 4 J(1ofi SCCeep, l,✓A 11 PLANNING &ZONING Reviewed by: , -- Date: /_Z7—(ij 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 5�,,,1r�r, TREE & VEGETATION AFFIDAVIT :i• "`!„ City of Atlantic Beach - Department of Community Development Planning&Zoning Division -; / 800 Seminole Road Atlantic Beach,FL 32233 J,il, (P)904 247-5800 (F)904 247-5845 PERMIT# ��O 11/- 6615 d 2S SECTION I-APPLICANT INFORMATION (' Owner(s) I-- Legal Authorized Agent" NAME OF APPLICANT KIRK A. TOVEY NAME OF COMPANY ¶' 7 0041J G 4 ADDRESS OF COMPANY (pa) ii5 (jawR.D N PHONE ?Di 2,7,3 105?) CELL EMAIL CONTRACTOR CERTIFICATION NUMBER t:n G 00c)5-ci7 ATLBCH BUSINESS TAX RECEIPT NUMBER SECTION II-SITE INFORMATION STREET ADDRESS OF PROPERTY 12 7 12 Y 6:7ifitl ¢vOW 6 If an address has not been assigned to this property,contact the AB Building Department at(904)247-5826 to request an address LEGAL DESCRIPTION i '2 -5-. di: 5 _zq.rs LOT '52- BLOCK SUBDIVISION REAL ESTATE NUMBER LOT OR PARCEL SIZE: SQ FT AC RESIDENTIAL COMMERCIAL OTHER(SPECIFY) I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation'of the Municipal Code of Ordinances for the City of Atlantic Beach,FL and/or I have participated In a pre-application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described or adjacent properties in conjunction with this project. A _ SIGN TURF O NER SIGNATURE OF OWNER Signed nd sworn yore me on this ),�{-Jay of , ' ,by State of J ,b jG vK U _L� County of k){,(,ucL. , Identification verified: -�-' i Oath sworn: (-t/ Yes I— No Olb ma— r Notary Sl gnat re REV TVR v My Commission expires: A 9_ 2O l 9 RECEIVED ,..7,,,,,,, CITY OF ATLANTIC BEACH MAY - 8 2018 800 Seminole Road "� r� Atlantic Beach,Florida 32233 +, o' Building Department City of Atlantic Beach, Ft. REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 5 ��CJ Revision to Issued Permit Corrections to Comments Permit# VES 17 _ooib Project Address / / Z 7 73.(7_ ;_ij G74.X__ Contractor/Contact Name -.5-6(7./i JCA-1.44•CS Sd 9' - 0</� Phone j? 63,8i? Email SLp'1,Avyvf e `9CPG 6 /1140!.d& Description of1 roposed Revision/Corrections: Permit Fee Due$ -Icia ,gfea.kG Qui / S (ie e v) w ec ([ gD 11 d nLti ,/I0,et/1y me Additional Increase in Building Value $ Additional S.F. By signing below,I _57,7-/-7. Jtii42e__ affirm the Revision is inclusive of the proposed changes. ted name) 5/9A Signature ontractor/Ag Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied / Not Applicable to Department Revision/Plan Review Comments U te-?Kc eeJ QA.e ,, �'r Department Review Required: Cl �uildin3, /� B �', 7‘.--- �� Planning &Zoning Reviewed By Tr-- is finis ra or _Public Utility 5 — / 5--- is. Public Safety Date Fire Services S`y�•�r City of Atlantic Beach APPLICATION NUMBER 40 /: '. Building Department (To be assigned by the Building Department.) . s- 800 Seminole Road ��1.. O 0025f R r� Atlantic Beach, Florida da 32233-5445 O < V~ Phone(904)247-5826 • Fax(904) 247-5845 E-mail: building-deptcoab.us Date routed: 4 fi /i& City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 192-1 BececA Ave_ Department review required Yes/ No 1 Buil m Applicant: YOO6S �j l,� John CIOIKSOn nnin &Zonir Tree Administrator Project: POOL—. ( 5ublic W oc 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 �V Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ❑Approved. 54/Denied. ❑Not applicable (Circle one.) Comments: CE-3-1-JILDING,12D PLANNING &ZONING Reviewed by: Date: 'o) S'doir TREE ADMIN. Second Review: Wipproved as revised. ❑Denied. ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES p� PUBLIC SAFETY Reviewed by: Date: 7/312°) FIRE SERVICES Third Review: Approved as revised. Denied. ['Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 OFFICE COPY BUILDING PERMIT APPLICATION CITY OF ATLANTIC BEACH 800 Seminole Road, Atlantic Beach, FL 32233 Office (904) 247-5826 Fax(904) 247-5845 Job Address: I '2i- T76-74f/r1At16 Permit Number: FOO L-I p O'0025_. Legal Description 15 "1.1 Oa –Z .. 2E Parcel# Floor Area q.Ft. Sq.l t Valuation of Work $ 51 764 3 a SProposed Work heated/cooled non-heated/cooled r Class of Work(circle one): Nev. Addition Alteration Repair Move Demolit o pool/sp• window/door Use of existing/proposed osed structure(s)(circle one): Commercial Residential installed?an existing structure,is a fire sprinkler system (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: t+`t a/4*CM POL. IN ili-tql,t 0,4 _� M- - c,44, e 1,-) ars Property Owner Information: Name:__k((2 4.�� Address: " 2-0 iJ 11' 9710c.-Ar61' . '�i Sr _ City l'PoI .! Stated ZT ?ZS0 Phone E-Mail or Fax#(Optional) Contractor information: J l Company Name: 11(451–E, 017 G� ,� Qualifying Agent: 11144 0-42-Y.--Sdi Address: koo 9r 3-0}ia5 r. F .J -City t i t State A-.. :Zip Office Phone op( 42)5 4050 Job Site/Contact Number Fax# Suite Certification/Registration# C- 6.0°151r Architect Name&Phone# -QC idly) f fS-s c- _...con. Engineer's Name&Phone#__ Fee Simple Title Holder Name and Address_. -- Bonding Company Name and Address____. Mortgage Lender Name and Address __..._.....__.._– Application is herein made to obtain a permit to do the work and installations as indicated. I certtib 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 Milland void t work is not commenced within six(6)months,or if construction or work is suspended or abandoned for apenod of 3 t j6)months at any time after work is commenced I understand that separate permits must be secured for Electrical Work, Plumbing, Signs, Wells, Pools, Furnaces, Boilers,Heaters, Tanks and AIr Conditioners,etc. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. I f reb'cu rtrji that I have r cad and examined this application and know the sante to be true and correct. All p :is' tis of taws an ordu Hees gar ruing this typ of ii oil, uill be complied xitli whether s e.'i ted herein or not. The granting of a perm does not pr..imie a t;�e amino tv t. i late or tutcel the p=-.riswoni r of an) other federal.state,or local las regulating constriction or the perfonnance of construction l Signature of Owner > --2,----‘,-----# _ .__. w...._ _.. _.._,___ Signature of Contract Print Name g i r K i 0.1 Print Name _ i hil C.,,a10/.1 S,Aorn to and subscribed before me S •ornj.cOniid subs.. '•.• bet re n thi.. 30 Day ofet t. this ] [Day of 14 n = 20 Jd ' NOTARY PUBLICirs‘,� —. ` , l, �t :ar} 1'u .. . _ ---% , •�v� _-STATE OF FLORIDA .. i�,w �..4. _.., A ' • 0 Cots m#FF901859 Ilv( 1 tc �.,. i My Commission Expires 111. volE ' Expires 9/3/2019 %;�� ,,';:��' November 1 7, 2!,9• , 01,26.10 RECEIVED 4154:11.:'( 4, . Ali rkeCITY OF ATLANTIC BEACH �� MAY - 8 2018 800 Seminole Road Atlantic Beach, Florida 32233 Building Department City of A iantic Beach, FL REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 5 e5"'/3 Revision to Issued PermitL.-V.- Corrections to Comments Permit# VES t 0 —0010 Project Address / / Z 7 /7e Je- Contractor/Contact Name ..5- Cc7 ,Jct-v S 5 — v.ZV� Phone 57c) ?T 6,5(? Email .52.0 A. • (96,(e 6 /14 4i4 Description of/Piroposed Revision/Corrections: Permit Fee Due $ -1-64/ /reeu/.er uiev S�(ie e vi 1_,_J & (( TD (len'- -) ,Aveoy /we Additional Increase in Building Value$ Additional S.F. By signing below,I 5 E J.°C-rrZ 5 affirm the Revision is inclusive of the proposed changes. ted name) /moi � � / Signature : ontractor/Ag-.•' ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied )(-- Not Applicable to Department Revision/Plan Review Comments Den',Rod by at A. ir Leo"^. D- • • . ment Review Required: Planning & Zoning eviewed By T =,- -nimisra • �.ia...:_. Public Utilities S 21.3.a Public Safety Date Fire Services f. CONT. OPEN LINTEL BOND #5 REBAR COMMUNITY DEVELOPMENT \,\.,�;,`,,;�,. DENIED t GROUT �� WALL SOLID IIII\\/�y,44 8" CMU W/ #5 X I 16"o.c CENTERED. < Z 'UI "1.iLuis A Pontigo PE #5 DOWEL BAR w/12" HOOK 11111 INTO BOT OF FOOTING SET MAY U 1 2018 REBAR 2" FROM OUTSIDE FACE 2'-0" OF OF CMU FL PE NO 53311 / Fl AT GRADE a J Z 1'-8" (0 11111111111/1,/ lllll _ �'�/ M .soul.\S A. pQ^,,',,,, 03 ' j < 3" CLR. •"' •. /1/ 'o -- V.10Ei.. '. /i'; , `* NO. Si > . ON _ I _ • * > =I ' . . � Tq — ?o OF *. I— 440" 1 r .<‘ ,-< < / ;,,,,, wit/ ENG,\..%`, 1 NORTH RETAINING WALL DETAILS '11111111111111(111 SK-2 NOTES: 1. INSTALL RETAINING WALL IN 5'-4" LONG SEGMENTS W/ 3 '' MIN ISOLATION JOINTS PER DETAIL BELOW 2. PROVIDE KEYWAY CONSTRUCTION JOINT IN RETAINING WALL FOOTING ® 5'-4" O.C. PER DETAIL BELOW 3. PROVIDE HORIZONTAL JOINT REINFORCING © 16" O.C. VERTICALLY (EVERY OTHER COURSE) 4. CONTRACTOR TO PROVIDE ADEQUATE DRAINAGE BEHIND RETAINING WALL PROJECT TOVEY RESIDENCE Lou Pontigo and LP Associates , Ince BUILDER - 420 Osceola Avenue ter's Jax. Beach.Florida 32250 '°B" TOVE-15-00183 5" NO. Ph.242-0908 Fax.241-95571O. 111- FL:CA#8344 SC:CA#3579 DATE 05.01.18 I S% CITY OF ATLANTIC BEACH ts' 800 Seminole Road s Atlantic Beach,Florida 32233 \ ''-:-________/2„ REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date , 2 a Revision to Issued Permit X Corrections to Comments Permit#PC)0L ) 8 DO ZS Project Address /9� 7 /(7e 1/I /7X e- Contractor/Contact Name 57.0? jc_ -*i _S- Phone Phone 9D l _S.-6y 9 Dcf/Z Email .5-2.olf j<c,,_„tg..S B/Qi ®C JAG.// G-t--' Description of Proposed Revision/Corrections: Permit Fee Due( d• O ) S IC AUS j C U w�-(1 .!911 s,U Vi4 y)17,0 eii/ S g /eye Additional Increase in Building Value $ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. (printed name) .-- / /,(9 Signa e 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 Md___ • an o •ping Reviewed By Tree Administrator Public Works ~- Public Utilities //37201 Public Safety Date Fire Services rts, CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ' - J ATLANTIC BEACH, FL 32233 (904) 247-5800 ZJ;319� BUILDING REVIEW COMMENTS Date: 6/25/2018 Permit#: POOL18-0025 Site Address: 1927 BEACH AVE Review Status: DENIED RE#: 169691 0000 Applicant: POOLS BY JOHN CLARKSON, INC. Property Owner:TOVEY KIRK A Email: Email: Phone: 9042234050 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: -- appears that a cmu frangible retaining wall is to be built on the south side of the pool. 6ft in height from the pools side and 8ft in height from the neighbors side. In speaking with Brian Brodel, Planning and Zoning Department, this would not be allowed. So the surrounding area around the pool is adjacent to this cmu wall. ' The issue of the height difference needs to be worked out now before proceding with the pool. I look forward/ to - eiving any information from the builder that has taken place to rectify the issue. c_ c/2a/?04 171 Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 904.247.5 844 Email:mjones@coab.us (2er/i C ti. C-r YriO Ser Phvt. / G l2 r/to/ f a/ Resubmittal Notes: (/ - 1,..tvprj, City of Atlantic Beach APPLICATION NUMBER :;' 1' Building Department (To be assigned by the Building Department.) i.--, 800 Seminole Road i ''-— r77.:— �/� Q �'t, -,, s) -- t; " ----; O L I U— 0025 Atlantic Beach, Florida 32233-5445 ,� Phone (904)247-5826 • Fax(904) 247-5845 ` JUN 1 fi' /i& E-mail: building-deptcoab.us ��j�D outed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I' tii BfkVE_ Department review required Yes No ` 1 ( ildiq Applicant: Ym oOLS e,1,,� John Clarkson in &Zonin J Tree Administrator Project: POOL.. (ublic Work 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 Reviewing Department First Review: (Approved. [Denied. [Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING k.--,26.--4,7Reviewed by• Date: 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 Comp. By: RLC cDate: 11/16/2017 Carper Engineering, LLG Rick Carper, P.E. ON-SITE STORAGE VOLUME CALCULATION Address 1927 Beach Ave 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) = 9.448 ft2 Runoff Coefficient Area Lot Area Description (ft:) (ft ) "C" Wtd"C" Impervious 4.080 9,448 1.00 0.43 Pervious 5,368 9,448 0.20 0.11 Runoff Coefficient(C)= 0.55 Runoff Volume V= 0.55 x 9,448 x 9.3 / 12 V - 3,994 ft' Postdevelopment Runoff Volume: Lot Area(Al = 9,448 ft2 Runoff Coefficient Area Lot Area Description (ft) (ft2) "C" Wtd"C" Impervious 4 649 9.448 1.00 0.49 ISA= 49.2% Pervious 4.799 9.448 0.20 0.10 Runoff Coefficient(C)` 0.69 Runoff Volume V= 0.59 x 9,448 x 9.3 / 12 V- 4.347 ft' Required Storage Volume DV= Postdevelopment Runoff Volume-Predevelopment Runoff Volume DV= 4.347 - 3.994 DV= 353 ft3 Retention Stormwater Caics_AB-onsite Retention w.gmd_1927 Beach Ave 11/16/2017 Comp. By: RLC Date: 11/16/2017 Carper Engineering, LLC Rick Carper, P.E. ON-SITE STORAGE VOLUME CALCULATION Address: 1927 Beach Ave Provided Storaae: Inground storage=A'd•pf A=Area= d=depth to ESHWT= pf=pore factor= 0 3 Inground Storage= 360 0 f13 Required Treatment Volume= 353 ft' Supplied Treatment Volume= 360 ft' Note- Proposed Trea•rrPnt Volume Ones not include pipe volume rntenI,r rrrmv.:urr f ralrs ".n enc Retention w Quid 14;:Rrnrh Av«- RECEIVED rS ` CITY OF ATLANTIC BEACH rt` MAY - 8 2018 800 Seminole Road r " A► JV Atlantic Beach, Florida 32233 o.t,u Building Department MAY 10 2018 City of Atlantic Beach. Ft. Li REVISION REQUEST/CORRECTIONS TO PLAN REVIE-IZZaMMENTS Date 5 �V8 Revision to Issued Permit Corrections to CommentsVES Permit# S 1- -00I0� ���� Project Address / Z 7 7je,a. j Gt.t,_- Contractor/Contact Name _S c i/( JCA..,\,44,C5 Svd 91 — v e/2E Phone 5 jc 08(? Email J 7Ti- s-• i9CPX 6 rl�I4t,(.cow Description ofroposed Revision/Corrections: Permit Fee Due $ --ick/13 g`ea,lG ax.cia_-,-/ ,Srfe eK7 c-,_J & l( TD l/2 d ,/io,ed y //nil e Additional Increase in Building Value $/ Additional S.F. SCG' ,l By signing below,I A._r7Z s affirm the Revision is inclusive of the proposed changes. / (pr. ted name) /tom 5/9A Signature ontractor/Ag-,. ontractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments /►` ? itd kip +° L v- G\€ D ment Review Required: lid.• r / , Planning &Zoning • 'eviewed y Tr-- in II Israor _Public Utilities , (c--/p--0Public SafetyDate r Fire Services _ RECEIVED rj�1�`%Ji CITY OF ATLANTIC BEACH 7 -- r,�,. ,* . MAY - 8 2018 800 Seminole Road = �r Atlantic Beach,Florida 32233 J� �E,il� Building Department City of Atlantis Beach, Ft. MAY 10 2015 REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 5 e5V8 Revision to Issued Permit Corrections to Comments Permit# S t 1 '-6010 Project Address / Z > /je _cl) GrPJC- Contractor/Contact Name .SCO- JG. . S Sd 9' ^ v z-'7� Phone ,52r jc )I Email S0 evy> -Tp lFCPC (0)6 /144,(i ddb Description ofroposed Revision/Corrections: Permit Fee Due $ -- 6/ /13 c-/ giee c_. uJc/ ,3-- (fee-vi w k_. l( TD !l d ,Avei/lx me Additional Increase in Building Value $/ Additional S.F. By signing below,I C� ,/ (—r7Z S affirm the Revision is inclusive of the proposed changes. _e--....11e.a„ /� ted name) 5/.9A Signature 'contractor/Ag-,'Contractor must sign if increase in valuation) Date (Office Use Only) Approved Denied Not Applicable to Department Revision/Plan Review Comments * ` ba►(\s io l V9p. tv-kc, e, Depaument Review Required: ildin jam' -----`— Planning &Zoning``• Reviewed By Tr-- mistra of---' Public - Public Utilitie=s.-) - t-c.._. 3 (`r t k Public Safety 5_!V--' K Date Fire Services S Pools by John Clarkson an aquatech'builder June 18, 2018 To Whom It May Concern: Home under construction. Please reference the DEP stamped engineering plans on file for the general contractor, James & Sons. Thank you, /&-AaY> PI Pools by John Clarkson 600 St. Johns Bluff Rd. N. Jacksonville, FL 32225 904-223-4050 Pools by John Clarkson•600 St.Johns Bluff Road N,Jacksonville,FL 32225•Phone(904)223-4050•Fax(904)223-0735•CPC 009595;CPC 1457425•www.0bic.com 4L=-- The Association of , . t Pool&Spa Professionals' e _tip ANSVAPSP/ICC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS �_ PROJECT NAME: CONTRACTOR NAME g„� d �� t ANO ADDRESS t14- '� =�t'� AND ADDRESS: ,� t .r- ,, p, kCi L1 1-Z...,tut AOS 6:-(-1C - ,__)fl n: . JL4 rr 11.'. At. ti.� 2 ; IC._.Y3 lu\R9 I 11 F( r/y)c- 2 2. .OWNER' 1 . CONTRACTOR PHONE:a'3e'A a DATE: This information sheet wa-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 n.t part of the American National Standard ANSI/APSP/ICC-15a 2011 but is Included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15a 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume a. Gallons: ;or 1. 11 V 795 gallons b.Calculated Gallons: (surface area)X (average depth)X 7.48 (gal/ft^3) = 2.§5.2.1:Calculated filtration flow rate 2. -5 IA gpm - (Pool volume:360 or 36gpm whichever is larger) 3.§5.5.1:Pipe sizing: a.Minimum suction pipe diameter 3a. 1 •"7 inches - (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 2.) b.Minimum suction branch pipe diameter 3b. I •") inches - (Calculate:Item 2. (gpm)_Branch Pipes (quantity)=branch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) ,i c.Minimum return pipe diameter 3c. 1 •". inches - (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 2.) a d.Minimum return branch pipe diameter 3d. t a inches - (Calculate:Item 2. (gpm)_Branch Pipes (quantity).branch flow rate (gpm). Enter the smallest pipe size from Table I with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 4.§5.4.1:Filter type and size: a.Filter type:(Cartridge, DE,Sand) 4a.#11 a. 1 T(1")41`' .tcL-j . - b.Minimum filter area 4b. 1 Li sq.ft. - (Calculate:item 2. (gpm)_filter factor (gpm/ft^2)) Filter factors:Cartridge=0.375, Sond=15,Diatomaceous Earth=2 5. §5.4.2: Backwash valve: Yes, No? 5. n l f\ inches - (When using a backwash valve,enter result of item 3c or 2 inches whichever is larger) 1 ' 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 6.Single-speed pump selection(when used): §5.1.1,5.3.1:For single-speed pumps with a total horsepower 0.99 or less,find and enter a compliant pump from the Pool Pump Database. pump a. Pump model 6a. IA - selection b.Total horsepower 6b. hi 11A- I I 7.Multi-speed pump selection(when used): §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. or §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. �y- a.Pumpmodel 7a'�i�? 1�' 1�°1w - b.Pump flow 7b. >4.A gpm - (§5.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) . 10/21/14 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN ,- ' = Submerged Suction Outlet For use on Floor RI 3 Includes (1 ) SDX as 2nd point of suction V09 COMPLIANT DEBRIS DRAIti MDX R3 is a listed suction outlet(certified by IAPMO) designed to Accept large debris and provide anti-entrapment protection. Proper installation requires the installation of the secondary drain - SDX (also listed by IAPMO). COMPLIANT WITH: ! / ASME `• • Virginia Graeme Baker Pool and Spa Safety Act ;sµ.�r�l • ASME A112.19.8-2007 • ANSI/APSP-7 *4%A112.19.8 / • IAPMO Listed 2007-u5T'ED FLOW RATING FLOOR MDX R3 132 GPM Velocity @ 132GPM= 1.294 fps LIFE-05 YEARS MDX R3&SDX PLACE OF MANUFACTURE: Paramount Pool&Spa Systems 295 E.Corporate Place Chandler,AZ 85225 USA (480)893-7607 NAME OF THIRD PARTY LABORATORY: IAPMO R&T LAB TEST RECORD DOCUMENTATION: IAPMO R&T 5001 E.Philadelphia Street Ontario,CA 91761 (909)472-4104 NOTE: MDX R3 and SDX must be installed in accordance with Paramount's written instruction manual, and in conformity with applicable Federal, State, Local and Swimming Pool Industry building and safety codes. Paramount �onl L L .Simplified. CERTIFICATE OF CONFORMITY SDX HIGH FLOW SAFETY DRAIN Submerged Suction Outlet For Single or Multiple Drain Use HIGH FLOW SAFETY DRAIN For Use on Wall and Floor No Sump Required v � /'" The SDX High Flow Safety Drain is a 10" diameter frame and grate or RETRO bulkhead style drain fitting. It includes a back plate and cover that is � affixed to a frame, a bulkhead or an existing drain sump. SDX Retro replaces most existing drain covers up to 10" in diameter. HIGH FLOW SAFETY DRAIN COMPLIANT WITH: t' AS1M,1E `t • Virginia Graeme Baker Pool and Spa Safety Act Lila] • ASME A112.19.8-2007 • ANSI/APSP-7 4 A112.19.8/ • IAPMO Listed 2)67 1.15-MD FLOW RATING FLOOR WALL One SDX or SDX Retro 200 GPM 192 GPM U Square Inches of opening=43.201 sq. inches P Velocity @ 200 GPM = 1.485 fps LIFE-05 YEARS % Q --- PLACE OF MANUFACTURE: Paramount Pool&Spa Systems 295 E.Corporate Place Chandler,AZ 85225 USA (480)893-7607 NAME OF THIRD PARTY LABORATORY: IAPMO R&T LAB TEST RECORD DOCUMENTATION: IAPMO R&T 5001 E.Philadelphia Street Ontario,CA 91761 (909)472-4104 NOTE: Suction Safety Standards require that drain grates used to cover sumps must have the suc- tion pipe cut at least 1.5 times the pipe diameter behind the drain cover. There is no sump require- ment for SDX because the patented design provides uniform suction regardless of pipe location. However, if the pipe is too close to the back of the cover, it may restrict water flow to the pump, po- tentially reducing hydraulic efficiency, but this does not pose a suction safety hazard. This Product must be installed in accordance with all applicable Federal, State and Local Codes. Pa f"ai"t 1 o i_„l n t s • • • HYDRAULICS DESIGN FOR PARAMOUNT IN-FLOOR SYSTEMS. Paramount makes systems that operate and 40 to 45 gpm and 60 to 65 gpm and the gpm of the system will be listed on the drawing from Paramount. If Paramount main drains are used: MDX2 is GVB approved and rated at a maximum flow of 90 gpm at less than 1.5 ft. per second, and is less than 1 ft. of head loss at that flow rate. SDX is GVB approved and rated at a maximum flow of 200 gpm on the floor and 192 gpm on the wall at less than 1.5 ft. per second and is 3 ft of head loss at that flow rate. When used as the second safety drain to our MDX2 at 90 gpm it is rated at less than 1 ft. of head loss. The Paramount water valve has around 10 ft. of head loss at 65 gpm. (NOT COUNTING ANY PIPE OR FITTINGS). NOTE; ON POOLS WITH 9 OR 12 PORT SYSTEMS THE HEAD LOSS THRU THOSE VALVES WOULD BE 20 FT. OF HD. NOT COUNTING PIPE AND FITTINGS. The nozzle loss of each circuit on the water valve (NOT COUNTING ANY PIPE OR FITTINGS) is 25 feet of head. EACH CIRCUIT (NOT INCLUDING PIPE AND FITTINGS WILL BE AROUND 35 FEET OF HEAD LOSS EVEN IF THE SYSTEM IS 40 GPM OR 65 GPM BECAUSE OF THE LOSS IN THE WATER VALVE AND THE PRESSURE AT THE NOZZI NEEDING TO BE 10 PSI FOR MAXIMUM CLEANING DISTANCE . ON A SINGLE PUMP SYSTEM YOU MUST ADD IN THE POOL EQUIPMENT LOSS, ALL PIPE AND FITTING LOSS AND AN EXTRA 15 FEET OF HEAD LOSS ALLOWING FOR THE PROPER FLOW AT THE NOZZLES WHEN THE FILTER 1S DIRTY. On a booster pump cleaning system YOU WILL NOT HAVE TO ADD THE 15 FT. OF HD. FOR A DIRTY FILTER AND NO EQUIPMENT 1110 LOSS WILL BE ADDED. Just the pipe and fittings must be added. Technical Specifications d,. ePumpT'" Varable Speed Pumps <--J2tIIlcIt)T ProSeries by ZODIAC, --- - 341/4 r... 11%' -.-i 161/4" ►-i i ir I. :ID - _ I I i I J 1:1[1 I • 11; II i 15'/s' I q_,v 10%. IL1 1D 11-J--; r. - Jf��J 1 t � f N I #t IMPIIII WPM II _ 9.. -1 143/1" Bolt Holes, Front Edge of Union to NSFCenter to Center Center of Bolt Holes Part No. Description HP Replacement Motor Guide JEP1.5 ePump Variable Speed Pump 1.5 HP Pump Model A.O.Smith/Century JEP2.0 ePump Variable Speed Pump 2.0 HP JEP2.0 M48A40D58 JEP1.5 M48A42D58 ePump Specifications Full Rated Pumps Model No. HP Voltage Watts Pipe Size Carton Weight Overall Length JEP1.5 0.25-2.2 208-230VAC 2,100 W 2Y2-3" 71.5 lbs. 341/4" JEP2.0 0.25-2.7 208-230VAC 2,300 W 21/2-3" 71.5 lbs. 341/4' When installing the pump, leave a minimum of 2 ft.of clearance above the pump for removal of strainer basket. Recommended Minimum Wire Size For ePump Series Pumps* Distance from Sub-panel 0-50 Feet 50-100 Feet 100-150 Feet 150-200 Feet Branch Fuse AMPS Voltage Voltage Voltage Voltage Model Class:CC,G, H,J,K, RK,or T 230 VAC 208-230 VAC 208-230 VAC 208-230 VAC 208-230 VAC JEP2.0 20A 12 10 8 6 JEP1.5 20A 12 10 8 6 *Assumes three(3)copper conductors in a buried conduit and 3%maximum voltage loss in branch circuit.All National Electrical Code (NEC) and local codes must be followed.Table shows minimum wire size and branch fuse recommendations for typical installation per NEC. www.ZodiacPoolSystems.com JEP Performance Curves 120 110 100 • 90 O ▪ 80 41 70 CI CI 60 50 JEP-2.0 HP,3450 RPM • 40 JEP-1.5 HP,3450 RPM t4 C 30 HP JEP-2.0 HP,3000 RPM 2400 RPM JEP-1.5 HP,3000 RPM - 20 JEP-2,0 HP 1500 RPM 10 -JEP-z.0 HP JEP-1.5 HP JEP-1.5 HP,2400 RPM 600 RPM JEP-1.5 HP 600 RPM 71500 RPM 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow GPM ©2011 Zodiac Pool Systems, Inc.SA6219 0611 ZODIAC°is a reaistered trademark of Zodiac International.S.A.S.U..used under license. Technical Specifications as . CS Series Filters �7 Pro Series by ZODIAC p' 416 i >n P.te__. — 19 14V .Ti 1 p r . ii I I l 1 ffi ilii E-F"" air. al " ,A, V I 18,- , A ...., Yft ... 11� 3,/e Part No. Description Size Specifications and Dimensions,CS Series Filters CS100 CS Cartridge Filter 100 Sq. Ft. Model No. CS100 CS150 Cs200 CS250 Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 CS150 CS Cartridge Filter 150 Sq. Ft. - Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 CS200 CS Cartridge Filter 200 Sq. Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Filter 250 Sq. Ft. Six(6)Hour 36,000 45,000 gal- 45,000 45,000 gal- Capacity gallons Ions gallons Ions CS Filter Head Loss Curves Eight(8)Hour 48,000 60,000 gal- 60,000 60,000 gal- Capacity gallons Ions gallons Ions i i ' Normal Start Up 6-15 psi 6-15 psi 6-15 psi 6-15 psi sNigii Pressure II r/ 3 Max.Working 50 psi 50 psi 50 psi 50 psi Pressure 6 fil DeDesign Cartridges 1 1 Head Pressure Required 1 1 Loss ! 2 Drop (ft head) 4 Immo _7 (psi) Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. Height CA') 32W 323/8" 421/2" 421/2" 2 0 0 0 30 60 90 120 CS150 Flow Rate(gpm) — CS200 — CS250 CS100 www.ZodiacPoolSystems.com ©2011 Zodiac Pool Systems,Inc.SA6259 0611 7nniAr.5'is a rpriistared trademark of Zodiac International,S.A.S.U.,used under license. • � ecnnicai bpecITIcations JanEE-Ti Heat Pumps -�� Pro Series by ZODIAC s ..... A ---G----— 111 I o 'I 1 BIN -,,. fill F' INHE t al I I i l�rsi tC. 11.5' —„II_ Part No. Description EE1500T 80,000 BTUs, 7.2 COP Heater, 230V/60 Hz, 1 Phase EE2000T. 112,-000 BTUs, 6.4 COP Heater, 230V/60 Hz, 1 Phase EE2000T--263 112,000 BTUs, 6.4 COP Heater,230V/60 Hz, 3 Phase EE2500T 120,000 BTUs, 6.4 COP Heater, 230V/60 Hz,1 Phase • EE2500T-263 120,000 BTUs, 6.4 COP Heater, 230V/60 Hz, 3 Phase EE2500T R 120,000 BTUs, 6.3 COP Reverse(Heat/Cool), 230V/60 Hz, 1 Phase EE2500T-R263 120,000 BTUs, 6.3 COP Reverse (Heat/Cool), 230V/60 Hz, 3 Phase EE3000T 140,000 BTUs 6.1 COP Heater 230V/60 Hz, 1 Phase EE3000T R 140,000 BTUs, 6.1 COP Reverse (Heat/Cool), 230V/60 Hz, 1 Phase EE3000T--263 140,000 BTUs 6.1 COP Heater 230V160 Hz, 3 Phase EE3000T R263 140,000 BTUs, 6.1 COP Reverse (Heat/Cool), 230V/60 Hz, 3 Phase EE3000DW EE Heat Pumps Working Demo Unit 115V/60 Hz,1 Phase Specifications Model Size Dimensions Heat Pump Clearances 'A' 'B' 'C' `D' 'E' 'F' `G' Side Minimum Recommended EE1500 26'• 31" 7.25" 25" 21" 12" 35•• of heat clearances for clearances for EE2000 33' 38" 10.75" 25" 22" 14" 41" pump operation serviceability EE2500 33" 38" 10.75" 25" 22" 14" 41 Inches cm Inches cm EE3000 ®i311 10.75" 30" 26" 17" 41" Front 6 15 24 60 Rear 6 15 12 30 Left 6 15 12 30 Right 6 15 12 30 Top 60 150 60 150 www.ZodiacPoolSystems.com 1'/15/2018 Poolguard Alarms-pool alarm,door alarm,gate alarm, pool safety,child safety • • HOMEICOnTACTUSIBUYPOOLGUAF:DJPRODUCTMANUALSIWARP:;:FITYREo1STRATION V*•"•- WARNING o1EAI1S Read Before poo1guardE2 1 You Buy x'.114* `'74* ,.41-r, s n 7,54,.,r Poolguard Alarms: INGROUND POOL ALARM - MODEL PGRM-2 •Pool Alarm—Model PGRM-2 •Pool Alarm—Model PGRM-SB •Gate Alarm Door Alarms - NEW (NSF "NSF Certified to ASTM F 2208-08" •Door Alarm-DAPT-2 I I (Sounds in 7 seconds) •Door Alarm-DAPT-WT Model PGRM-2 Installation Video (Sounds immediately) MEETS IRK Other Information: , -- •Contact Us x,,w •Buy Poolguard -,•',- a •Product Manuals POQLALARM t I I •News From Poolguard f t�, As Well As the states of CA, •Warranty Registration K •Model PGRM-2 Installation Video : CT,FL,and TN •Model PGRM-SB Installation Video ', • _ - g • •Detects Intruders ,�;:; • •Sits on Deck r' + "`,' • mat •Battery Powered %,e ..; ;, •Low Battery Indicator s •New Sensing Technology bie b - 'Tf t _ •Easy to Use -- •Completely Portable i`' •Automatic Reset •Affordable Price •Important Safety Feature • In House Remote Receiver •Horns are 85 dB at 10 feet be t ` ,,, POOLGUARD/PBM INDUSTRIES, INC.has '' . been manufacturing pool alarms, door alarms, -- - P'` - and gate alarms since 1982.All Poolguard products are proudlyMade in the USA. ::' Poolguard Pool Alarms were tested and"Top r-ItEt . -;:'. Rated"by Good Housekeeping Magazine. �. Poolguard Pool Alarms have been Tested and s_. •. Certified by NSF International to the ASTM - . - Standard Safety Specification for Residential „, Pool Alarms,ASTM F 2208-08. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty http://www.poolguard.com/inground.asp 1/2 bTWWin ning 'cs ri Energy Eficiaricy Compliance Information Lu99!1:919 ripe odes: • I ?�iATe:Thi Requirements Apply ONLY to the Filtration Purnperar ch Ffpfrg to to inch t9 keep v.t city9 6 fps rm.at ,` t tI. 9rsn System FN,v Ra.At'�1 A?" ITn,r1;,5klmmar?�aP/lCC-1��J13 Suction Piping M he .. inch to keep veloofy C� - fps max.at i f►' gpm System Fiow Rata.FlowCaicufe:ions Pool water volume�_ Return Piping to be to keep velccly fps mac et m System FIow Rata. 360= gpm-this Is the caiculated flow rata AF y Note:for pools under 1.3 0Op gals.the calculated flow rate or 36 I gpm whichever Is greater=the filtration flow rate 1 Is there en Au ti(laty load on the filtration pump? Yea No_ j Pump Selection as Listed on Curve&or C (circle one} If so,what Is the calculated auxiliary flow rate gpm 11 Maximum Flew Rate gpmIFiliation pump ��[-r1--V2.1-v i Flow Rata(low s•.- - 1 gpm Q rpm. I� • Minimum s - •n side pipe size Q 6 fps in. Minimum suction side branch pipe size 8 Main Crain Cover �/�tly pt P P Q fps In. I� Determine.the Plumper and Type of Reath-ad Ued N Flear Suction Oufla : 1 'aA('Mid 11).64e1)1 MI 1 1 m return side pipe size Q 8 fps in. Minimum return side branch pipe size @ 8 fps in. Check all that apply FF O 3` 0 2 I to I i suc&;n outlets Z pp k , Z gpm max.tow Det�m.n�k3. Al�� �j' A G't� _I -- n Q ® 3 I I suction outlets @ gpm max.flow Piga-Rotors(GFP 1iSF� -- !!!Csrtddga(0.375) D E(2.15)i Sand(15) I' ._- I (� ) ( I charnel drain gpm wi 1 ports FIf Fa Filter$lza: = I t IFa.s1. - Toth in Feet Co)$S� YslflS'Ch Flog and Friction Loss Per Foot Pump Controls I Inches Mercury(Vacuum Gauge) Schedule 40 PVC Pipe 0 2 4 I a tri Il 14 >9 d Mary-r.eesseoxe Filtration pump has no auxiliary load-st_.- . time clock_ ° 0° u - ti u sa „a „e sr 1a, zu ry° em erp. rop J Filtration pump with auxiliary Ion• antral model for low speed default within 24 hr. 2 Z7 41 v.4 13s 152 1111 2114 z T r • 1a9aa au' 14gpa 1127. 19ypm ay I 45 1113 31 11.4 1u" -153 15.2 2111 717 250 '� ?'�`" 1138 9H jpB alt el gm air �' 3 19. !42 115 117 1BD _181_ 105 _72S._au A3 r Bt,gr1 OM a:,In- 033 j 101,ipm LW 4 111 113 13.3 1aD 1113 1aS 123 25.1 D.3 24.i 2S •-:83,3716 OAS 117 Oa CLOT 143 gM 115 • Heater Made • s 1,3 las rat 1113 .113 Y1' VA 715 313 r ism 1127 _ Di ear "_ m air j Gas • .3f efficiency - {' 5 1� 16.1^ ill 1D.5 .228. .75.2 77,4 - 8] ais- 342 4' l#SrB OW 313 Pm ODS 1192 ear rating (Pio Pilot Light) t tae tel tai 21A ase• vs, 137 5x6 3U aas a 9P r- acr 71239m 3asv Heat Pump efficiency C.O.P. a w3 m� 273 r 243 215 196 N9 1611 368 ,.----+ II 1 2011 211 tis 276 F13 32.1 - .347 " 955 319 41.1 TDH Calculation Dplons ci is • _,213 15A Ira b9' 412 __43J li 11 a 2U- 27.1 282 332 ate ser _392 412 413 454 P Nr euctt pump II 11' • 27.7 302 122" 31'3 ' 363: 717 412 435. 453 431 p Ch • 1? •36.11 373 31d 213 79.1 11.3. tJ5 453 4111 Sl.l _ ----_- - 51 _14 323 343 333 511 ..41.4 433 453. 432 SA 521 1 _ liipflfled Total Dynamic Head(STEM) - _Ii e1 13• 343 363 382 41.4 A1.7 - .459 432 soy 537 5:11 Complete STDH Worksheet-Fit in all blanks. Datarrrlin3Sirr�g{�j f�H. ANSI 5 �:,�i ) ) Compliance 1 - - • w. as 3911 415 417 43A AU sae c3 �.3 371 I (-' JAI cirk Sheet H .w 1 41d 433 411, 443 los 3za �t 51.4 59d Total Dynandc Head(TDHI 1, Dl,tanca from pool io pump in feat �y O d 18 4111 413 431 433 56.3 sr� 33.1 era 1417 512 C� Complet»Pmgrant ar o her ealcs.Fill in required blanks on d 16 43.9 451 Air 317' R9 551 573 697 620 642 a O m 469 4e5 rat - 632 fu2 673 5311 res 543 519_ wor'asheet a attach catcul_tiera. 2, Frleficn lass(in sixth!p$s)In _ _ frch pip per 1 fl. l� a 21 435 103 ate 653 era e.a 321 ' n3 e3s B79 , P11ar�rrlum Flea Capacty I 3. �'( gpm' . D (km pipe P:Jyci cn'e 3 tart) 2z ad 33.1 ' 553 �a 517 62.1 54.4 hes`1139 n2 1 Fr!cNcn tees(s r't.m pipe)In �j of fha new or r?pia:ement pirrp. -h'ch FFaper 1 ft.a r9. 's,.r 5s4 sTr S 3 522 . e4.4 m.r 19D `rt1 tis i tj gPm' 6 r•9 (from pleaflcwifriel,nloss;hat) 24 55.4 577 51U 322 645 56.1 697 713 735 res 25 era /aa ea ' tits 633 39.1 ha 736 R3 73.1 II - . . _- _ f 1d 13.1 ,e23 646 663 33.1 713 716 753 lei 51.4 ; i TCH a�Pip rg: r I zt 112 4 54.5 ¢79 e92 71.4 73.7 `763 732 an ell� il =- _ 23 • 54.1 673 691 71.5 717 m2. 712- 605 -523 659 t' I �3U1�fJyl Cat:flrlTl3 SIIr.Ld i!- t + 28 3711 e6] n5 _Ta] 17.7 753 5113 112s 65.1 573 r Fr'_7I Paat3f lois in TGIP �•� 532 l l a r� rsr _Tse 393 an: e51 31.11 63.3 c y • } x li = -- ^ 31 Ili 773 - 71, 734 -567 3LB -652_ 57J 581 �a j�#1 32 77.9 tat 73.4 MT 533 B;2'(rF'i 33 tea lasT al.a ase e2 t!t 37j I 7 1120 54.7 r 5. 1173 59 3 �3 94 3 86.3 a..•-i ---___ d 34 Tai 333 33.1 653 373 323 92. 84.4 Sae 56. (L. -' ^nor+I ,ft-.:7 .r, t � --- 1-11:t::rvisi TAI C jr i`:,Head(T!?t't1; ` 6 i5.4 53.1 554 675 833 R?2 - - -- -- -= -- - r7L-� FIELD o4 MUST BE EQUAL TO CR HIGHER MX I THE l l c,,,� gum _ _ NOTE:FI'LD Tr; ---- Cr�LCULkTEDTCH. ------ - -- - , sr.3la:done Energy }C) IaCV CoT3$)(]afiire 4nforma?)o?i 1ru3umists ripe ar_es: 'JOT ;These Requirements Apply 01`J!Y to the Filtration Pump Branch Fiplrg to be. LA •troll to keep v;'_rity 9 6 fps MX:.at I Truth,SMtnmsra gpm System Flow Rate. . 141; 1/�psp j1Cc-15 2'511 5ac6on Piping w be itch to keep�.Iod �a o4v Calcufationa II IP 9` _ p. inch ' !t� Q fps max.at !� gpm System Fkw Rabe Pet m Piping to be 3 inch to keep velacff •C8( Pool water volume__ +360= P / (Fs mac.at t fl gpm System Flow Pala. gpm-this Is the calculated flow rata Note:for pools under 13,000 gals,the calculated flow rate or 36 l gpm whichever is greater=the flltratic ;• r rate ii is there an Auxilaryload on the flitration pump? Yes No I Pump Selection as Listed on Curve A or C (circle one) If so,what is the calculated auxiliary flow rate gpm Fill agon pump I / ' raiaxlmum Flow Rate gpm L j Flow Rate(low speed) gpm 0 rpm. . Minimum suction,side pipe size 6Alain Drain Cover �r • p p Q fP in. Minimum suction side branch pipe size©6 fps in. Determine the Plumber and Type of Rear Ued In-Floor Suction Ovpeb Piilnlmum return side pipe size • s in. Minimum return side branch pipe size Q 8 fps in. ta.o., 41 31+1 hack all that apply. a [� ...r� c31%."-%"k � __/� i 3;" ® 21 , � suction outlets rpt t r��gpm max.flc:v Determine Fgt Sin' %"k t 1 I L! I I I-1 ® 0 ® 3 I suction(met- Filter Fad GFPAi5 �� gpm max.gory Cartridge(0,375) IDE(2.6)I Sand(15) . '1--"' ' Fdtx 51=a: _ �I n I I I charnel drain @ r i gpm r1! I I pc. !Pse;at�1 / k�Fwl - (Fd1x�:el �I 1FarU �lu4xj Tete] Feet C�t)7S Grs oJ9 Chart Flovtand FdclienLoss Per Foot Pump Cor7tro is Inchee Mercer/(Vacuum Gauge) 5cfiedula 4O PVC Pipe 0 2 4 . a a to 12 a 1a 3 visit F tis�a� Fit ration pump has no auxiliary load-stand- . .me clock_ ° 03 _' 113 152 tai- te.4 293 I 20 Vs. • eye erg 10.7.1 Fiitral on pump with auxiliaryloadt u al 11.4 138 ass at 111 227 r -a9,n ata• _ 2154.4 " 1127. 25tpm t. 93S 5 - .1 model for low speed default within 24 hr. 2 e.° ce 311 tar 184 V9 tat 204 25.7 213 ' lig... ��^ u^ s1� err azo air i 6 w. 91 113 tar tea tae as t23 258 n3 T �sFn ate ai_9pm aro =pat • ars 4 ' 01 113 133' •ND 13.3 245 V3 11 273 293 2-3''. '�1n 0.84 l4I a9Y 141 grit 413' Heater Model s no 112 tat tea �a tza eat 241 ss 319• s t�9+n 004 13.1 oar 233 yin Cr 6 .t28 t&1 tat ma 229. .25.9 24,4 297 ars 341 eDY 313241 ass a92s{:a 934 Gas Heatereffic(en atlng ! 7 192 ta4 Zai no 269• 27.3. 294" 319 sea ass a 33491 act 71229±1_ ass. ! Heat Pum (No Pilot Light) 9 183 204 239 233 ars •293 NO- N3 369" 398 Pump�rfl ncy C.O.P. g ma ear 153' zea 227 32.1 249 783 33 ' 4!1 - a •.27.1 35A_zee las: 341. 94.4, Mr Sas 412 414 r PDH Calculation Optl•2rs t1 , e i 277 273 329 943 '39.7 2e9 412 433- 459 1 For each pump II 12 ' 2.7.7 399 322 34$ 993 398 413 473 454 431 C one. -- _ 17 39.9 323 :331333: �a3 29.1 41.x 32 4£3 491 97.1 ---_--- - _- m .I4 3Z-1:3130 3 349 57.4 ..yr,aas453. 433 8157 4szt -SsnG6fladTotal DYram cHead(STDH)_ o a si 44.4 .43 4 . .439 �a a aos su sio CompleteSTDH'+Yor!csheat-Fid(naAblanks. DetaminaS'm�rityl fQH. L�AI�a i'� ) �nii7;�)Ia71C¢ 41Cf SnCe> :113-4 6. 37A 391 13 417 -430 •433 97.5 s3 s.a 1173�i .v383 -443 s t 4a3 45 04 t;z6 w t 37.4 65.9 ( -i Total Dynamic Head(TOH) i I. Dl.tance from poi to p,;n p h fes" _ d to 41d :30.3s 431 1 43d 649 .523 ' s 1 6t.4 eat ars ) CompleUiProgramor otherTalcs.F!IIinraiuired blanks oi 19 439 81 s6.4 637 529 ' 591 67A -991 "54.0 'all w,rlaaha=t&alta hcaio�lali0ra.2. Fdc(in 1933 i'at a;c9en 1 in 0 2S 49:2 93'a l 630 a z 57.3 119.3 n3' 943 '915i p p') kch pips per 11t. ! i :t453 ai3 553 era a3.a eat" 6113 rag 9t9 �J Pda,1mum Flow Capacitl gpm a G (iron pipe P a/`icitcn'a 3 f ar) 22 era 53.1- sa 679 33 "12.1 s4.4- eas a s 7�z �-- 3, Fr t n k ss(n rst�ln pips)In JJ 24. 331 as 4 mi eta 922 . a4a-tax" ea 7 ria " ns ) of its new or repl_;emert para. _�' P1 Fa1ft G ii �trJ gpm= t t:3 (!rota pips 9cvrifrir 1cn loss abet) 2r ass era-803 'ez2 6113 " 6e.7 Y3 " 413 733 r:9 -- Tr_ 211 sr.a no eta ' at.s 663. 69.1 71,3 738 70 77.1 If TT 25 510.1 aa3 513 93.1 ' 11.1 73.6 753 75. 53.4 i; L TCH in Piping: a ' VA a4a era est 71.4 737 tea 73z 10.3 e27 N7 °731 931 71.5 73,7 7.3." 73.2 - eo3 3123 ' s5.a 1 owner e!er Tina S fled Id ItH 23 ern au ns 723 76.3 733 ass 625 asl ars F4 r1N-.ati;103347TCH 31 - ass .Ira ra 7at na EA G� 1az3 es.1 97.4 st3.s __..__. 1 x _ 31. 71.3 719 75.1 NA 917 329 651 574` esa r.a r ---------- 4c.=;. a ;P:l s#I ,j A1;#F gr�Gi;:q• 32 -73.9 752 7a4 CGS 313] 132 - _ ------ _____lTil_rt'• 1 , 373 63.1 92° St.7 r.•�.. -..d _ 33 70- 7i3 aa7 333 _El 573 693 eu 943 6i.2 `(} -- ! E3 :I d F_ 34 71.5 6696 99.1 959 V.3 _ 592 51.1" ai4 614 033 [. 1 tit) ;Flai'alit:1: i t /` _ 33 - 39.3 83,1 35A 643 933 ` I. '1h*. (L11 T:hi' '5.;;hy1 !{•: ,-T- -__ - - - ._-___ • If '�' -fT� �, 1 •r 61-•.�37 913 MI jl Axa _^a:xl^o • _ _ - _ - _ ---�__ 610)E:FIELD T011MUST BEEQUAL TOCIRH!GHERTH •I THE -=. - __= --- -.7-- CALCULriEDTCH. _ - --- •- -_-.... -- Sr.?ta'More