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130 5th St POOL19-0040 SWIMMING POOL PERMIT PERMIT NUMBER CITY OF ATLANTIC BEACH POOL19-0040 ISSUED: 1/16/2020 800 SEMINOLE ROAD 01119r ATLANTIC BEACH. FL 32233 EXPIRES: 7/14/2020 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: 130 5TH ST SWIMMING POOL SWIMMING SWIMMING POOL $30000.00 POOL RESIDENTIAL TYPE OF REAL ESTATE ZONING: BUILDING USE SUBDIVISION: CONSTRUCTION: NUMBER: GROUP: 170168 0000 ATLANTIC BEACH COMPANY: ADDRESS: CITY: STATE: ZIP: COASTAL LUXURY PONTE VEDRA 115 Solana Rd Suite C FL 32082 OUTDOORS LLC BEACH OWNER: ADDRESS: CITY: STATE: ZIP: DIAZ MICHAEL K 130 5th ATLANTIC BEACH FL 32233 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: 1/16/2020 1 of 2 SWIMMING POOL PERMIT j/ PERMIT NUMBER f----" CITY OF ATLANTIC BEACH POOL19-0040 i 800 SEMINOLE ROAD ISSUED: 1/16/2020 °`"''� ATLANTIC BEACH. FL 32233 EXPIRES: 7/14/2020 3 [ PUBLIC WORKS 1 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 foot minimum from street or drainage feature(swale,structure or lagoon). 5 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapells,Inc.,Republic Services,Donovan Dumpsters, Phillips Containers,All American Roll Off,WCA Waste Corporation). 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. 8 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $205.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50 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 $5.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.58 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL:$566.44 Issued Date: 1/16/2020 2 of 2 City of Atlantic Beach APPLICATION NUMBER eik:Af,t Building Department (To be assigned by the Building Department.) " - 800 Seminole Road II r1 Atlantic Beach, Florida 32233-5445 POCK t l —00 II 1 C Phone(904)247-5826 Fax(904)247-5845z /19 _cm 91,- E-mail: building-dept@coab.us Date routed: City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM z `T Department review required Yes o Property Address: J ui din Applicant: t .tl)C OC)L_. Planning &Zoning - Tree Administrator ( S(A L L--k)k u n �� u he Works Project: O Public Utilities 0 U 7 D ©C)RS 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. enied. ❑Not applicable (Circle one.) Comments: BUILDING ,� � PLANNING &ZONING Reviewed by: / , '" Date: �a TREE ADMIN. Second Review: A roved as revised. Denies ❑Notapplicable PP ❑ PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: 1—2')ow FIRE SERVICES Third Review: ❑Approved as revised. [1]Deni d. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 Building Permit Application OFFICE COPY Updated 10/9/18 City of Atlantic Beach Building Department **ALL INFORMATION 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY o:;,;; Phone: (904) 247-5826 Email: Buildin -Dept,�coab.us IS REQUIRED. µ,, sfiYcc�fi\ ++ � rr Ft" 42.233 Q _ Job Address: 30 ( l Tt1 ,t-►0 0CIA Permit Number: ROL. 1 1 o��v Legal Ascription 1 k..e L l�S� I�5 6- ( ( 'E (. Vlokk,aa, to LQ �- )161}-RE# I )1 (r�' -01)00 ' W Nk (,FYI \rii ,} 22;� \ Valua ion of ork(Replace nt�'ost $ �ll� V Heated/Cooled SF Non- Heated/Cooled • Class of Work: :New ❑Addition :Alteration ❑Repair ❑Move :Memo kool ❑Window/Door • Use of existing/proposed structure(s): ❑Commercial ❑Residential • If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No • Will tree(s)be removed in association with proposed protect? EYes(must submit separate Tree Removal Permit) ❑No Describe in detail the type of work to be performed: —3-C1CItAAUiv-d 1.1 if`( OLLOC pt,''-&-t; . Florida Product Approval# for multiple products use product approval form Pro•ert •wner I nfor•j ation , I) 2 j -.-� 5 r�o f Name 1 ‘G1 �Y I Q�', �1�lPiT Address 1`11 ' fdl,� �'"'` /�City ` % ` '' Zip •�r� 3 Phone_____a±j- W�� a E-Mail , . ‘ ,A\ (l..( 1 (l� 1 ( 0.. UL,u,p, ry‘) Owner or Agent(If Agient, Power of A orn-y or Agency Letter Required) Contractor[nformatiiio,, f ' ( r Name of Compan A �`'k'-S` > t',1 c,Ktr'1!)rt$Qual., •: Agent 1 _. • `I` .: _ Address 1 i 5 Oi0 0._,Tt0 cf, 4 City • a s cc ?. -.t' t- Zip _ Office Phone b L 5'N 3-- eJ Job Site Contact Num er ut a - (oState Certification/Registration# N)(� .14- J'3ii n E-Mail 1.,h{(,'5 Otl A-401 1.19. 14,rz- 7�/.l_L��YN Architect Name&Phone# i Engineer's Name& Phone# 4sT- e2r.(a.,� .i i., L r t ovz la r 0 . 104—22.3 .9 77 3 Workers Compensation Insurer OR Exempt❑ Expiration Date Application is hereby made to obtain a permit to-do the wglrk arid inifallati6n'slps indicated. I certify that no work or installation has commenced prior to the issuance of a permit andllitt afrattrit hill be pefftrrlxved to meet the standards of all the laws regulating 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 applicabBEG this irppop3 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. �t nn OWNER'S AFFIDAVIT: I certify that all the Arefg4ii �mggVaE stand that all work will be done in compliance with all applicable laws regulating construction arid'lic' if .C tit; 1:;:':`,,^psi, FL WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORD!,GYOUR NOTICE OF COMMENCEMENT. e ( : r'ailf.) r.,....____L (Signage of Owner�dr?gent) (Sig ure of Contractor) d and swot to(o�ffrrme• before me .'s rJ( day of and savor to( affir )before this day of , I ',by Owl ,, y O�n ta�fl,ltie-Q r F IRM AMetti 1 SRS (Signature of Notary) "R, 4MY COMMISSION ti GG017606 =or:%i - CHRIS ANN MYERS [Personally Known i'. 11 ,.•` EXPIRES September 03,2020 • ;�' MY COMMISSION N G0017008 [ Personally `-r' EXPIRES September 03,2020 [ ]Produced Identification [ )Produced d-' = ion Type of Identification: Type of Identnicotien: ti 4 Revision Request/Correction to Comments **ALL INFORMATION •'f"'�'�'r�, HIGHLIGHTED IN P,t A. '" City of Atlantic Beach Building Department GRAY IS REQUIRED. VII, )) YY 800 Seminole Rd, Atlantic Beach, FL 32233 {� /� ` Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: t OL Vi '" 004C? ❑ Revision to Issued Permit OR C4 Corrections to Comments Date: 1243 I/WM Project Address: I �a 5-Ti-4 ST2�.- — Contractor/Contact Name: CO At, _, L u •u •......as LLC Ks- (Al • c rLc- or S 1_ Contact Phone: .1O' 51;- -2-"C Email: JtmPeoas'L4t,c.01c)Ly fij.Cor,1 Description of Proposed Revision/Corrections: L. 61616li2 04` 2 -c.e,2 ADD.*lb T-6 APPL/takrie ( T D tk c 4A-ezr c CA t c ci (._it..?-,on; 1:3i)e),/r bafsc . Pa.IL eg cz tea- ,- Al,Lk..PA_ L :\ 0.-pp it.e_cte›,,...- 04.- cl wok- 11,0 Eipo . R ppkcc n c,-�- .\ a'('Ge-cL 1 J :� 1,1/444,14 affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? KNo ❑ Yes (additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? El o ❑*Yes (additional increase in building value: $ ) (Contractor must sign if increase in valuation) *Signature of Contractor/Agent: , W IA._ (Office Use Only) l Kr-Approved CIDenied CI Not Applicable to Department Perm' ee Due$ So______:..3 Da Revision/Plan Review Comments Department Review Required: PA} y—Builc Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities / - 2--j000 Public Safety Date Fire Services Updated 10/17/18 t) ' a' CITY OF ATLANTIC BEACH c ,{, i 800 SEMINOLE ROAD ii, ATLANTIC BEACH, FL 32233 OFFICE COPY ( > 904 247-5800 i p BUILDING REVIEW COMMENTS Date: 12/23/2019 Permit#: POOL19-0040 Site Address: 130 5TH ST Review Status: Denied RE#: 170168 0000 Applicant: COASTAL LUXURY OUTDOORS LLC Property Owner: DIAZ MICHAEL K Email: kevin@coastalluxurypv.com Email: kellyadiaz@yahoo.com _ Phone: 9045432626 Phone: 9046108624 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: VI. Permit application needs to have the engineer of record for the structural drawings name and contact phone number written in on the space provided. ✓2. The TOTAL HEAD IN FEET CONVERSION CHART was not submitted in the permit information package. 2 copies required. Building Mike Jones Building Inspector/Plans Examiner City of Atlantic Beach 800 Seminole Road Atlantic Beach, FL 32233 (904) 247-5844 Email:mjones@coab.us Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with "clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with r revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. City of Atlantic Beach APPLICATION NUMBER ittifily Building Department (To be assigned by the Building Department.) 800 Seminole Road ` t I _) r� POO l _Atlantic Beach, Florida 32233-5445C LJ Phone(904)247-5826 Fax(904)247-5845 ' Z l Q�j I !yr". 19 E-mail: building-dept@coab.us Date routed: V' 1 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: ( J C • rThS Department review required Yes No (-Building Zonin_ Applicant: V\\/r 1 ,1;'\.IUI,I!\JL\ VOC,l_.. Planning &_. g� Tree Administrator Project: NS—TA __ Linc.u Pu6�lic Works= y Public Utilities O v 'T CDOc) R,5 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: ,IApproved. 'Denied. I INot applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed y � Date: 11-1C' ^f 9 b : 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 TREE & VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY City of Atlantic Beach PERMIT# f —. Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P)904-247-5800 SITE INFORMATION ,(r-- I k',1,)0-3-31 ADDRESS 130 , I ''Q � A,4, SCh rSUBDIVISION "t\--V\Ct-(4-%(c:r3it.q(• h BLOCK Q A LOT RE# 1 ''*-() ) 11S1 -. E00 0 U ❑ RESIDENTIAL 7 COMMERCIAL ❑ OTHER APPLICANT INFORMATION c — ` ' / NAME \(�(4 al.1�'� Q., /i4)1 (� PHONE# 90 4 6 0—6 ADDRESS I ( I v(j,,, RCA R� i t(. CELL# I CITY k-I(�' 1(1ata.c.11 STATE rL ZIP CODE 34.) 3111 "' I EMAIL I'll LA (n--EQ L`Q6y-6 ,-Q.„ if [ OWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation", of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged, destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent - C ( C �. �� I /lei �r�' Y 1ajali7 SIGNAT • OF •PLICA PRINT OR PE NAME - DATE / , , / Mc 44eze, 64te /./��`j' SIGNATURE OF APP,CICANT(2 PRINT OR TYPE NAME DATE` Signed and sw rn before m n this Cg day of \- ,cQO I q by State of —.'(it—LAO L 1 QQ� County of �� (��) .03 V Identification verified: Oath Sworn: [''es ❑ No (.._.1 1 ;pr• .seA -121,4 ••• , CHRIS ANN MYERS Notary Sig re i '"‘ ••c MY COMMISSION#GG017806 � I� I c�,�+k�� -- fes . . EXPIRES September 03,2020 �IC 4) My Commission expires 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 rs�.Ait,./ City of Atlantic Beach APPLICATION NUMBER ES, jitipvilo Building Department (To be assigned by the Building Department.) it':; 800 Seminole Road I 0,4141..„,s,� Atlantic Beach, Florida 32233-5445 ,'Doo(. l -o )i Cl) Phone(904)247-5826 • Fax(904)2475C 18 2019 Date routed: l , /19 �J;; �? E-mail: building-dept@coab.us City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM S., 1 De required , Yes No artment review Property Address: �� J p (-Building Applicant: S t AkMA lU C.1 00 l, ,Planning &Zoning • Tree Administrator Project: C.--OPublic Works r`:: c� L L-ukun Public Utilities O 0 7 n oc)RS Public Safety Fire Services i 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: 1-4proved. I 'Denied. [Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING Reviewed byij )&04.:=<._ Date:/ / �/ f f/ 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 Date: 12118/2018 • • Public Works Department City of Atlantic Beach Permit No: RES 18-0370 Address: 30 5th Street Required Storaqe 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) = ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd"C" Impervious 8 '1,25 1.00 0.36 Pervious 5.537. „(, 0,20 0.13 , Runoff Coefficient(C) = 0.49 Runoff Volume V = 0.49 x 8.625 x 9.3 / 12 V = 3.255 ft3 Postdevelopment Runoff Volume: Lot Area (A) = s<. : : ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft2) "C" Wtd "C" Impervious 8.625 1.00 0.49 %ISA = Pervious 8.625 0.20 0.10 Runoff Coefficient (C) = 0.59 Runoff Volume V = 0.59 x 8.625 x 9.3 / 12 V = 3.974 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume- Predevelopment Runoff Volume DV = 3.974 - 3.255 DV = 719 ft3 Retention MASTER WATER RETENTION 12118/2018 (.): Comp. By: Date: 12118124'!8 r,, Public Works Department City of Atlantic peach Permit No: S 18-0370 Address: : rt., Street Provided Storage: Elevation Area Storage (ft) (ft2) (ft3) BOTTOM i:: , TOB Elevation Area Storage (ft) _. (ft) (ft3) BOTTOM TOB Elevation Area Storage (ft) (ft) (ft) 0 BOTTOM 0 TOB Inground storage=A'd'pf A= Area= 300.0 d= depth to ESHWT- pf =pore factor = 0.3 Inground Storage= 855.0 ft3 Required Treatment Volume = 719 ft3 Supplied Treatment Volume = 980 ft3 Retention MASTER WATER RETENTION 12;1812018 ANSI/APSPt 7, 2013 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet OFFICE COPY Determine Maximum System Flow Rate Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area) 1. Calculate Pool Volume 188 X 3.5 X 7.48 (gal./cubic foot) = 4,922 (Surface Area) (Avg Depth) (Volume in Gallons) 2. Determine preferred Turnover Time in Hours: 6 X 60 (min /hour) =360 (Hours) (Turnover in min) 3. Determine Max Flow Rate 4,922 / 360 + = 14 (Volume in Gallons) (Turnover in Min) (Pool Flow Rate) (System Flow Rate) 4. Spa Jets: X GPM per jet= flow rate (No of Jets) (Jet Flow) (Total Jet Flow Rate) (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool &Spa) Determine Pipe Sizes: Branch Piping to be 3.0 inch to keep velocity @ 6 fps max. at 138 gpm Maximum System Flow Rate Suction Piping to be 2.5 inch to keep velocity @ 8 fps max. at 117 gpm Maximum System Flow Rate Return Piping to be 2.0 inch to keep velocity @ 8 fps max. at 82 gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool,to pump in Ft:60 2. Friction loss (in suction pipe) in 2.5 inch pipe per 1 t. @ gpm= 0.09 (from pipe flow/friction loss chart) 3. Friction loss (in return pipe) in 2.0 inch pipe per 1 t. @ gpm= 0.1 (from pipe flow/friction loss chart) 4 60 x 0.09 = 5.4 (Length of Suction Pipe) (Ft of head/I ft of Pipe) (TDH Suction Pipe) 5. 60 X0.1 = 6 (Length of Suction Pipe) (Ft of head/I ft of Pipe) (TDH Suction Pipe) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) TDH in Piping 11.4 Filter loss in TDH (from filter data sheet)7 Velocity-Feet Per Second Pipe Size 6FPS 8FPS Heater loss in TDH (from heater data sheet) 1.5" 37 gpm 0.08' 50gpm .14' Total all other loss 62gpm 0.06' 82 gpm .10" Total Dynamic Head (TDH)25.4 2.5" 88 gpm 0.05' 117 gpm .08' Y 3" 136 gpm 0.04' 181 gpm .07' Selected Pump and Main Drain Cover: Pump selection PENTAIR INTELLIFLO VSF using pump curve for TDH &System Flow Rate (Pump model and size in HP) Main Drain Cover MDX R3 (System Flow Rate must not exceed approved cover flow rates) (Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required In-floor Suction Outlets; (Check all that apply) pi O F- 3' _ O 2 suction outlets @ 132 gpm max. flow (see note 2) 0 O O 0 suction outlets @ gpm max. flow (see note 3) 01 i channel drain @ gpm w/ ports (see note 4) OFFICE COPY TDH Calculation Options ANSI/APSP/ICC Worksheet (For each Pump) Swimming Pool Energy Efficiency Compliance Information Check one Note: These Requirements Apply ONLY to the Filtration Pump ❑ Simplified Total Dynamic Head (STDH) Maximum Filtration Flow Rate Calcutlations Complete STDH Worksheet— Fill in all blanks Pool Water Voume 4,922 _360=14 gpm=filtration flow rate ❑ Total Dynamic Head (TDH) Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?Yes_NO X required blanks on worksheet&attach If so,what is the auxiliary flow rate gpm calculations Maximum Flow Rate 14 gpm(maximum auxiliary pool loads or ❑ Maximum Flow Capacity the filtration flow rate,whichever is greater. of the new or replacement pump The pool filtration flow rate shall not be greater than the rate needed Notes: 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gpm whichever is pump low in calculations greater. This means that for pools of less than 13000 gallons,the 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer pump shall be sized to have a flow rate of 36 gpm or less. 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps 2.5 inch maximum flow Return Pipe size @ 8 FPS 2.0 inch 4. See installation instructions for number of ports to be used Filter Factors: (Cartridge .375)or(D.E 2)or(Sand 15) 5. In-Floor suction outlet cover/grate must - = 200 sq ft conform to most recent edition of ASME/ANSI (flow rate) (filter factor) (minimum filter size) A112.19.8 and be embossed with that edition Filter Make/Size PENTAIR CLEAN & CLEAR approval Backwash valve?Yes No X (if yes,must be 2 inch min) 6. Pump, Filter and Heater make and model cannot change, and equipment location cannot Pump Selection from APSP database on Curve A(less than 17000 be move closer the pool without submitting a gallons)or C(greater than 17000 gallons)(circle one) revised plan and TDH calculation worksheet for Model PENTAIR INTELLIFLO VSF annroval Flow Rate(low speed)72 gpm @ 3450 rpm Velocity-Feet Per Second Flow Rate(high speed)_ gpm @ __rpm(not required Pipe Size 6 FPS 8 FPS if no auxiliary load on filtration pump 1.5" 37 gpm 0.08' 50 gpm .14' Pump Controls 2" 62 gpm 0.06' 82 gpm .10" 2.5" 88 gpm 0.05' 117 gpm .08' Standard time clock/2 speed time clock or other _ 3" 136 gpm 0.04' 181 gpm .07' Heater Model AQUA CAL ICE BREAKER 4" 234 gpm 0.03' 313 gpm .05' 6" 534 gpm 0.02' 712 gpm .03' Notes: suction piping in front of pump inlet must be 4 pipe diameters in length. Must have 18"of straight pipe after the filter for solar. 12/16/2019 Date Swimming Pool Specifications for: Owner: MIKE& KELLY DIAZ Contractors Signature Address 130 5TH AVENUE Kevin J. CarrollCity,State,Zip ATLANTIC BEACH, FLORIDA 32233 Print Name CPC 1458340 Certification Number 904-543-2626 Telephone Number Y^ a- 0 C) w C—) i LI_ co N CO (0 Co N Co CO V co V N co co Co N Co Co N Co 00 .7 N Co co co c0 Co (. 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Proven dependability that's in a class by itself. -------_-.--- Fut/wry Prated Speeds 90 Nu1P4F0,US1 OM -- '-' 3110 RPM 5 gin WttDi lite Re -._._ w.. fl00 RPM ' "`'•.^.. �� 1',00 RPM 70 N_.._...rte_._- >,_—__»—__._- /50 NDM pG0 W1101 1A11.16 �'^..• SPIOD J I!:O t.M to MO MO. 0 10 30 30 00 50 10 70 PU 00 100 110 170 170 140 1',0 100 1/0 ,110 WATkit 1 LOW 10.15 041,5 GAL 1.UNS PEN M iNU1k How does your pool pump measure... Benefit Up to$1,500 estimated cost savings each year hnergy savings up to 90% Lenger pump life YES 4 Permanent magnet motor,as in hybrid cars,reduces noise and vibration YES `« Improves otter and chlorinator performance YES Helps reduce algae build-up YES Lets you add pool features without reducing pump efficiency YES Totally enclosed fan-cooled ITEF.)design protects working parts YES <; Built-rn diagnostics protect the pump for longer service life YES El programmable speed sett rys and built-in toner assure opt room speed ar"i Hirt times for maximum efticterrcy and savmys Benefit fnteltiFta Vora 1I I `p L fa s World's first ever variable speed pool pump YES s1 More total energy savings than any other pool pump family in history YES Nearly a decade of proven in-field reliability YES flt,Iselts all other variable speed stool pumps YES AVAILABLE FROM: ►>� PENTAIR 3i Cl.,....•ean & Clear �M ,,,,, :• a�.i .y, , .� .4 �j .. ,,... :W,i r� �.p Jy.,'� Ya.,......,,,,..„,,,„,,,..; ,;,.,4i ' r`w�PP.,.' 41i ,..° ,:";""*..4.„,„-4 ti r ae,r 4; r ... ( 1 ! f+ is rw? 1 E (1.4 t 1 `+ t! 7;. 4 ..'yl. r i�; " f k „''',..';•;',4',/,'".;,;.:.:-.63,P,,,4 � "y�r � S # .✓ J I •r j 1 tk6}�'�.. •tl �{- �.4 I t � ' k. 1t t a.r !y ��1..� 'N'L$ �} TR yS �"."N AM 'P 9, J 5 {��i�1� R+�q� r�N ,,�_� ♦.Pr �1'7•.?..;:,,,',, '�a�.'A�I � 11 ,,t._. .. !7�7s�r ''''..1-',....-',-,..--/:;.:, r ,-', N't' y�Y'. ;-.A.,-.4:,+.140.43::::. ,',.. 7 r°(��+. i u r"7 4 '.,,C3 t ! �' r '.7 ^.` *I ' ,; ,t-4-4.1-,. if 1 S ' K, 1 W .• .S y 1r•a 7 i r y;:'4 � r,,,. 11411 ✓ .f t',(2t.��Pca,}� i :,ath�"°j,',r'J`1vr�r9a+�i ••�>Y j _ r' i •."3ar• .414-k -tTa ' , 4 ' 1�rc .t J a .• -: e , 1 L 4 " s,f ar{,,^a(• • rd' IM —r'Imsar♦ i i } _ Clarnp trig for safe and quick }M >'t; ' 1* NO' access to cartridges ' a. r _ • Single-piece fiberglass reinforced4 j • . - polypropylene tank for strength �;ht r sT_ ,�t �wi, „w...� J ,s ; .a{ 4,* " and corrosion resistance 4. -,--- Easy access II)"drain N. ;,+ 43 ,4$ 1"plumbing for maximum flow t'ry '1:',.',:''',c • 'f, , a., 'tilt •. Model Filter Vertical Filter + rl Turi.•,t-er' C-lpacity'Res.(Gallone) •lurcher 'er•ea Sq.Ft. Clearance' Diameter R.. l _nee. t • II) h 12 hrs. CC 50 50 30" 15.5" 50 19 24,000 30.000 36,000 CC 75 75 39' 15.5" 75 28 36,000 45,000 54.000 CC 100 100 61' 15.5" 100 38 48,000 60,000 72.000 CC 150 150 76' 15.5" 150 56 72.000 90,000 108.000 CC 200 200 76' 15 5" 150 75 72,000 90.000 108,000 'Required clearance to remove f lie, . . ••Maximum flow rate Carefree. . . by design Like all Penta rWater Pool and Spa`'cartridge filters,the • 2"plumbing for maximum flow. Clean&Clear' filter features an easily-cleaned cartridge • Single piece base and body designed for maximum for the ultimate in carefree Erol filtration.The f berglass- durability. reinforced tank halves are secured with an innovative clamp ring--'just loosen the ring and remove the top half • One-year limited warranty, See warranty(or details. for easy cartridge access and rinsing.Filter maintenance doesn't get any easier: Available from: s I dr a.n and washout for quick and convenient maintenance and wintertiahon. • Innovative lock-ring requires only half of a revolution for a safe,leak-proof seal. ,.. • } •; a,'._•� PentairP oo!Pro �uccs' 1,,5•'' y . axy Because reliability matters most www,ptntairpool.con, `"r " r ,, ` Phone:800-831.7133 pumps r fitters' heaters heat pumps i automation' lighting! cleaners'sanitizers' water features. maintenance products 1,111',-,rt n 11 I.:1 ,...,,I.:1 I Pe"tau'/,iter I"+N,nc Spa.I,.All nghts reserved .„, 417111: l',1.- .--ele Unit Specifications AjCa ....,... 30145 t��... :;t)I?Oq S(7155R _. � ' '1 ,. _ ,, ,. BTUs 80/80/80 101.000 119,000 143,000 110,000 126.000 "" _ 80180163 95.000 112,000 134.000 103,000 120,000 .. i '"""'"r"'"'b1 80/50/63 62.000 75,000 90,000 72,000 82,000 C.O.P. 80/80180 65 6.8 6.5 5.5 5.6 , cam^-�..A^o^pAMan.. 80/80/63 6.1 6.4 6.1 5.3 5.3 �.+..a..i.., .. •' 80!50163 a)) 42 4.0 4.0 4.0 --- +' _ - - Refrigerant 8410A R410A H410A R410A R41011 Electrical Heat or Heal A Cuui H H H H&C H 8 C kW Input 4.6 5.1 6.4 5 9 6.6 qW A 208-230/6011 Vutla0e/Ha'Phase A A,B&G A,B,E&6 A 3 8 A,8,E A+; 0 209-230,60/3 Max.Fuse Sire A-60 A-60 A-60 A-60 A-60 .4--:- E-380-115600 B-50 B-50 0 50 B 50 -.a.':'`.'t'•T ;. .,.- t `;. 6-460,60/3 G-20 E-30 E-30 0-25 G-25 MO CucudAmpacdy A-40.5 A-42.1 A-42 I A-38.5 A-42 1 B-31.0 833.3 8-31.0 8-33.3 G-14.2 E-184 E-18.4 6-16.2 G-16.2 Water Flow Min./Max.term 30170 30110 30170 30(70 30(70 A Nook,nypv.KA w.mqurn„ .n ,WA". ,..l Nu..11,1,,,1' Superior EFFICIENCY Physical wnrght vt,1 268 328 328 268 328 Lenlllh x Width x Haight 0.1 34'x 34'x 44' 34'x 34'x 44' 34"x 34'x M' 34'x34'><M' 34'x 34"x 44' � QUIETER than Shipping Weight 14+1 329 390 390 329 390 Lenutn x RUM x Hemet pw 38'x 36'x 49' 38"x 36'x 49' 38 x 36'x 49' 38 x 36'x 49' 38'x 36'x 49' other n A pump RAW In,I�xater:tl wnb WI wa ikro 11ti11 wnlur ivvirenhrwN da.041ti rt tirnABy any other heat p u m p _ on the market T - ___ .. _ i . ret..."A.e' / a- o ,... '/UIIII) o HeatWave SuperOu ' � (--) 0 no -.( OFFICE COPY THE NEXT REVOLUTION IN SAFETY DRAIN TECHNOLOGY PARAMOUNT POOL&SPA SYSTEMS' MDX-R3 VGB 2008 COMPLIANT DEBRIS DRAIN EFFECTIVE- LY ELIMINATES DEBRIS THAT IS DELIVERED TO THE DRAIN AND OFFERS SEVERAL LAYERS OF ANTI-ENTRAPMENT PROTECTION FOR YOUR LOVED ONES. ■ IAPMO TESTED TO MEET THE ANS/APSP-16 TECT AGAINST HAIR AND MECHANICAL ENTRAP- 2011 ANTI-ENTRAPMENT REQUIREMENTS. MENT WHILE EFFICIENTLY ACCEPTING LARGE DE- BRIS. ■ RATED FOR A MAXIMUM SYSTEM FLOW RATE OF 132GPM. ■FOR CONCRETE,VINYL,AND FIBERGLASS POOLS. ■THE MDX-R3 SUMP HAS A 2" PORT TO AC- ■LARGE CAPACITY SUMP ELIMINATES PLUGGED COMMODATE A HYDROSTATIC VALVE. DRAIN SERVICE CALLS BY ALLOWING MOST DE- BRIS TO PASS THROUGH. ■ ENLARGED SUCTION ELEMENT PROTECTS AGAINST HAIR AND CLOTHING ENTRAPMENT ■OUTSTANDING FOR POOLS AS WELL AS SPAS, OVERFLOW BASINS,AND FOUNTAINS,ANYWHERE ■ SPECIALLY DESIGNED OPENING TO PRO- DEBRIS NEEDS TO BE REMOVED. tal • � k r 146, Ile r.l+ 4+, 1 C•51185 Q h } OFFICE COPY ODEBRR3 VGB IS DRAIN COMPLIANT ©SDX HIGH FLOSAFETY DRA Nw © CANISTER (O TIODEBRIS N LENT b THE MDX-R3 VGB COMPLIANT DEBRIS MDX-R3 ALSO OFFERS MULTIPLE LAY- THE MDX-R3 WORKS IN CONJUNCTION DRAIN IS THE LATEST ADVANCEMENT IN ERS OF PROTECTION, INCLUDING THE WITH THE PARAMOUNT DEBRIS CON- DRAIN SAFETY AND DEBRIS REMOVAL. VGB 2008 COMPLIANT SDX HIGH FLOW TAINMENT CANISTER WHICH HOLDS MDX-R3 IS A HIGHLY EFFICIENT DRAIN SAFETY DRAIN!. IF THE MDX-R3 EVER 400°'o MORE THAN MOST POOL PUMP THAT ALLOWS DIRT, LEAVES,AND OTHER BECOMES BLOCKED, THE SDX AB- BASKETS, AND IS EASY TO ACCESS DEBRIS TO BE EFFECTIVELY REMOVED SORBS THE FULL FLOW OF THE PUMP THROUGH A COLOR COORDINATED FROM YOUR POOL. TO RELIEVE EXCESSIVE SUCTION AND DECK LID. AN ADDITIONAL LAYER OF PROVIDE A BACK-UP LAYER OF ANTI- SAFETY CAN BE ACHIEVED WITH THE ENTRAPMENT SAFETY. OPTIONAL MVFUSE MAGNETIC SAFETY VACUUM RELEASE SYSTEM(SVRS). .r ,•.'' ` 4i R wrC.} •' ��n i. lo KV.GE --WARN:NG:MDX-R3 and SDX must be installed in accordance with Paramount's written 4- instruction manual,and in conformity with applicable Federal,State,Local and Swimming i20 $ pool industry building and safecodes. -- -`-�~ 0 COMPLIANT •MDXR3 VGB Compliant Debris Drain is only available to Paramount Authorized Builders OFFICE COPY MDX-R3 GIVES YOU PEACE OF MIND WITH MULTIPLE LAYERS OF PROTECTION: THE MDX-R3 VGB 2008 COMPLIANT DEBRIS DRAIN IS DESIGNED TO MEET THE INDUSTRY STAN- DARD ANSI/APSP-16 2011 ANTI-ENTRAPMENT REQUIREMENTS FOR CONCRETE, VINYL AND FI- BERGLASS POOLS, AND IS TESTED AND LISTED BY IAPMO, TO EARN THE PREMIER SWIMMING POOL SPA AND HOT TUB CODE (USPC) SHIELD. IF THE MDX-R3 BECOMES COVERED, THE SDX ACTIVATES TO PREVENT EXCESSIVE SUCTION AND TRULY BECOMES A SAFETY BACKUP. THE MDX-R3 VGB COMPLIANT DEBRIS DRAIN PROTECTS AGAINST: IN BODY ENTRAPMENT ■ HAIR ENTRAPMENT ■ LIMB ENTRAPMENT ■ EVISCERATION ■ FINGER&TOE ENTRAPMENT MDX-R3 MEETS THE SAFETY STANDARDS WHILE HELPING KEEP YOUR POOL CLEAN: THE MDX-R3 VGB COMPLIANT DEBRIS DRAIN COMBINES QUALITY, CRAFTSMANSHIP, AND INNOVA- TION TO PROVIDE YOU WITH THE BEST FOR YOUR POOL. MDX-R3 IS MORE THAN JUST A DRAIN; WHEN COMBINED WITH A PARAMOUNT IN-FLOOR CLEANING AND CIRCULATION SYSTEM, THE MDX- R3 VGB COMPLIANT DEBRIS DRAIN IS A HIGHLY EFFICIENT DRAIN THAT ALLOWS DIRT, LEAVES, AND OTHER DEBRIS TO BE EFFECTIVELY REMOVED FROM YOUR POOL. MDX-R3 & SDX ARE AVAILABLE IN 8 DESIGNER COLORS • • Ya • FOR MORE INFORMATION ON THE MDX-R3 GO TO: 1 PARAMOUNT.COM/PRODUCTS/MDXR3 DIAZ RESIDENCE DIAZ RESIDENCE KC'VIN E. MULL-ICM130 5TH STREET I'JESIGNE12, INC ATLANTIC BEACH,FLORIDA POSID VALEN.,ELDPMFNTA130 5TH STREET C 904) 745-5574 ATLANTIC BEACH,FLORIDA LOT B,fi2B S F • PRE DEVELOPMENT AREAS BUILDING AREA 2008 SE CODE REQUIREMENTS SHEET INDEX COVERAGE OF LOT sea 0DS DETACHED GARAGE 590 S.F. -' IMPERVIOUS INCLUDES' ,TYPE 58 OCCUPANCY CLASS GROUP R...) 8P1 SITE PLAN tW1 APA EXISTING HOME.DRIVE. DRIVEWAY,POOL. !X1 EXISTING PUNS SHEDS,WALKS PADS, 5,503 SF. 1'ERHACE.PADS,STOOPS 955 B.F FIORIDA 8011 DING CODE Sm EDITION(2017)RESIDENTIAL EX2 FXISRNG EXTERIOR ELEVATIONS (0.Am. ••»•r Al PROPOSED DOOR PUN FLORIDA BUILDING CODE Om EDITION(2017)ACCESSIBILITY TOTAL IMPERVIOUS 7,090 SE •30 31 TOTAL IMPERVIOUS 4110 S F.•,4 FLORIDA BUILDING CODE RM EDITION(2017)PLLMIBPLG AR PROPOSED LOOK PLAN w:uwr7 FI(NIDA BUILDING CODE 8m EDITION 20171 MECHANICAL U PROPOSED XTERIOR ELEVATIONS """'A• .+1x• _ ( AS PROPOSED LL SECTIONS ELEVATIONS FATI NABUIL ELECDING CAL C 12EDITION 41 (2017)ENERGY A5 EXTERIORTYµISECTX7M8 DESCRIPTION L AREA I LOT AREA DESCRIPTION AREA LOT AREA NATIONAL ELECTRICAL CODE 12011) b ELECTRICAL PLAN n1µ110110.0.0.111 ims� - , ISO FT.I ' ISO.FT.) V %M C• (SO.FT) (SO.FT.) ' V NMV FLORIDA FIRE PREVENTION CODE O%EDITION Aix unx7rR.aaw.7vN 1n IMPERVIOUS 0.090 0.620 1.00 0.86 IMPERVIOUS 4,253 0,020 1 100 0,19 NAPA 101 LIFE SAFETY CODE ,PERVIOUS 0505 _-- 0.028 0.20 0.13 PERVIOUS 4.375 0,820_ i 020 0.10 80.0 DESIGN CRITERIA AND GENERAL NOTES °:4FOMY90f1A!OL PUNOPP CO.(C)• 0.49 RUNOFF CO.(C)• 0.00 CURRENT CITY OFATUNTIC BEACH ZONING ANDCONOTBUCTION 0101 FOUNDATION DE0 FOuATIN TAILS "^'V11 ^ .'^« CODES. 81.1 18T LEVEL WALL FRAMING PUN _ 1WOOEVELOPMENTRUN20OFF VOLUME 0497005 F 103.I12R. m n I, POSTDEVELOPMENTRUNOPF VOLUME•0.59 x 8,020 ST x 99 /12 /n 81.2 FLOOR AND.OW ROOF FRAMING PLANAr,r�'MN. NO 81.0 2ND LEVEL WALL FRAMING PLAN "HI".•7nwv7n w71 •0770x5 V.0415a •NO UNDERGROUND OR OVERHEAD RI.1 ROOF ERASING PLAN _ UTILITIES IN VICINITY OF PROPOSED 81.5 COARSE PLAN nx•vA 7rawo .,,7r DELTA VOLUME•0915.3276•889915. WORK 820 TYPICAL DEUILB 1018LNOBV.Ml_.--SAW!' 921 TYPICAL CMI DETAILS 'ALL BEDROOMS IN THIS RESIDENCE 82.2 WOOD ERASING DETAILS +'x •N•'10Y �' STORMWATER STORAGE EOUIREM525 ENIS TO MEET OR EXCEED THE S2_4 MISC DETAILS -- --'�,REMERGENCY ESCAPE AND FIRE MSC DETAILS AREA RUNOFF NOFF VOLUME92.0 MBC DETAIL/5 I -- - REQUIREMENTS BY HAVING AT PREDEVELOPMENT •08267./ 06% 8,270 RI S. LEAST ONE WINDOW OPENING PER POST DEVELOPMENT 100287.1. 49% 3,970a.S. ROOM OF 57 SQUARE FEET MID MEET THE SILL REQUIREMENTS OF STORAGE VOLUME REWIRED: ,,,a.ft LESS THAN N'ABOVE FINISHED FLOOR.REFER TO WINDOW TAOS STORAGE VOLUME PROVIDED: - 712 a.5. AND CORRESPONDING ROUGH OPENING SCHEDULE. PROVIDE GUTTER AND DOWNSPOUTS ON NEW GARAGE WITH PIPING TO RETENTION AREA AMD 'A FOUNDATION SURVEY SHALL BE S O'Ot'79'E 10.00M TO OCEAN BLVD.- PERFORMED AND A COPY OF THE - SURVEY SHALL BE ON THE SITE FOR W 7.r-1 THE BUILDING INSPECTORS PRIOR NE ' ''.,1,1'5. u�.a, ti S•. i^'•ii'11"'s D:R:L.._._. I TO FRAMINGWSPECTION OR ALL PERVIOUS ' 1; t'i_4 i{M'i S. _ _«. 'Y PROPERTY MARKERS SHALL BE PASSE �Ehfr7 245'4'07 i=M.H)tiYSK _. EXPOSED AND A STRING STRETCHED DRIVEWAY- <ZM ••R .:2..*.ZK:::Z.SN'i'. ,`'it _I d; „ ` 7 FROM MARKER TO MARKER TO ., ..ixR.y $r Comp. By: SAN OFFICE COPY Date: 12/18/2018 ,yam. Public Works Department City of Atlantic Beach Permit No: -.ES 18-0370 Address: A0 5th Street Required Storage Volume Criteria: Section 24-66 of the City of Atlantic Beach's Zoning. Subdivsion. and Land Development Regulations requires that the difference between the pre- and postdevelopment volume of stormwawter runoff be stored on site. Volume of Runoff is defined as follows: V=CAR/12 Where. V=Volume of Runoff C = Coefficient of Runoff A= Area of lot in square feet R= 25-yr 124-hr rainfall depth (9.3-inches for Atlantic Beach) Predevelopment Runoff Volume: Lot Area (A) = ft2 Runoff Coefficient Area Lot Area Description (ft2) (ft) "C" Wtd "C" Impervious 8,625 1.00 0.35 Pervious 8,625 0.20 U-i3 Runoff Coefficient(C) = - Runoff Volume V = . . . x x 9.3 / 12 ft3 Postdevelopment Runoff Volume: Lot Area (A) = ft2 Runoff Coefficient Area Lot Area Description i (ft2) (ft2) "C" Wtd "C" Impervious 8,625 1.00 0.49 %ISA = _ Pervious 8,625 0.20 0.10 Runoff Coefficient (C) = 5 Runoff Volume V = x r,.6 x 9.3 / 12 V 3 974 ft3 Required Storage Volume DV = Postdevelopment Runoff Volume - Predevelopment Runoff Volume DV= 3.974 - 3.255 DV = 719 ft3 Retention MASTER WATER RETENTION 1218;2018 Comp. By: Date: 12/18/2018 OFFICE COPY Public Works Department City of Atlantic Reach Permit No: RES 18-0370 Address: 130 5th Street Provided Storage Elevation Area Storage (ft) (ft2) (ft3) 0 BOTTOM 125 TOB Elevation Area Storage (ft) --- (ft) (ft) 0 BOTTOM 0 TOB Elevation Area Storage (ft) (ft2) (ft') BOTTOM TOB Inground storage=A'd-pf A=Area= 300.0 d= depth to ESNWT= pf =pore factor= 0 3 Inground Storage- 855.0 ft' Required Treatment Volume = 719 ft' Supplied Treatment Volume = 980 ft3 Retention MASTER WATER RETENTION 12)18/2018 GENERAL NOTES 1'FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2017 AND FLORIDA BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND ANSUNSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE - LATEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTR CTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM W ATMOSPHERIC BREAK WILL BE PROVIDED, IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. 8. ALL STRUCTURAL, FILTRATION, AND EL-ECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH FBC 454.2 14, "WATER HEATING EQUIPMENT." 10, TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUS BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRE SURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SY TEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL O T OF THE GROUND.. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMP NENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2017 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS VIIIERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN YEAR. STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE #3 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0" ANO 1010", USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH 20" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 10'0". USE #4 BARS AT 6" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE APPLIES TO NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEPARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2", 2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6" THICK AND SHAL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CO CRETE DECK SHALL BE 2,500 PSI, CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINI UM WALL THICKNESS MUST BE INCREASED FOR DEPTHS GREATER THAN 87. NOTE APPLIES TO "NORMAL" SOILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTE ED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPT A E MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, TH POOL MUST BE REDESIGNED, 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCE TABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL To INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA. 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED ANDPLACED ACCO ING TO UBC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS THAN FI E TO ONE. 7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS HAN 40F AND FALLING, OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GUNITE IN HEAVY RAIN. 8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRETE/GUNITEPPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT STEEL. 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNITE, THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS, FOR SHOTCRETEIGUNITE FLOORS, APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A61540. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AS A GUIDELINE. 12, LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRECTION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE/GUNITE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS MINUS 3". 14, IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURV TURE OF THE WALL, 1 - #4 BAR MAY BE SUBSTITUTED FOR 2, #3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.51NeH SPACING. 15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT. 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED, 17, IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOR SOIL. THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC'?RESSURES. MINIMUM REINFORCEMENT #3 BARS SPACED 10" O.C. E.W. TYPICAL POOL 3' TO 8' DEEP TYPICAL T-7 SHOTCRETE/GUNITE STEPS OR BENCHES AS NEEDED -� EXTRA TRANSVERSE REINFORCEMENT -0 10' LENGTH SPACED ON 10" CENTERS BETWEEN MAIN BARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) 143 DIAGONAL, E.W. AT DRAIN SIMILAR TO LIGHT NICHE DETAIL - LONGITUDINAL POOL SECTION NTS ADJUSTABLE FLOOR INLET. FINISHED POOL, AFTER FULL CLOSE, BACK OPEN FLOOR 112 TURN. (FLOOR INLETS SHALL BE FLUSH WITH POOL FLOOR.) SUPPLY HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL N. T. S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION EL �N 66 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH LADDER - SEE PERMITS FOR ADDITIONAL -SEE s MME09NTS AND CONDITIONS z ''II 2 REVIEWED BY:_IPT DATE: 1-.r,?"d`�& NDISTURBED DIL (NO VOIDS) TYPICAL SWIMOUT DETAIL N.T.S. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE MAXIMUM STANDARDS FOR VELOCITY (FTlSEC) PIPE SIZE 6 FTIS 8 FT/S 10 FT/S 1` 16 GPM 21 GPM 26 GPM lye" 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM 2:•i" 88 GPM 117 GPM 146 GPM 3" 138 GPM 181 GPM 227 GPM 4" 234 GPM 313 GPM 392 GPM 6" 534 GPM 712 GPM 900 GPM PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS. WATER LEVEL (CENTER LINE OF SKIMMER) z EQUALIZER FITTING W/ VGB-COMPLIANT All GRATE (IF INSTALLED) VACUUM FITTING - SEE NOTE 3 BELOW ESCUTCHEON PLATE ANCHOR SOCKET RUBBER BUMPER LADDER DETAIL N.T.S. OFFICE COPY CROSS BRACE RECOMMENDED -3"-6' WATER LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL. 6" MIN. - FLOOR REINF. AS PER STANDARD PLAN - TO PUMP I s- 2 - #3 BARS BENT �F AS SHOWN EACH 1 1/2" DIA. :111: I. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN ENGINEERED WAY () DFLOOR LAPPED HYDROSTATIC RELIEF 2. EQUALIZER LINES, WHEN USED, SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE. IF 8"" WITH PIPE BOTTOM 12"REINFORCEMENT. PERFORATED. (SEE ' I I 3. WHEN USED, VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAS T 6" AND NO GREATER THAN 12" BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A • i I-_ MIN. W GENERAL NOTE 13)°D • SKIMMER AND VACUUM FITTING DETAIL CLEARANCE I, 1 FROM EARTH I I� 314" -I - 112" i- DRAIN ROCK -) I MAIN DRAIN DETAIL I 24"SQ I N.T.S. OR 0 PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: SEPTEMBER 25, 2020 2W lbjp� EW Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 NOTES: `--' I. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN ENGINEERED VENT PIPE, OR INCORPORATE AN EQUALIZER LINE. ti��\ s 2. EQUALIZER LINES, WHEN USED, SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE. IF �a THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED, THE SKIMMER PORT MUST BE PLUGGED. 3. WHEN USED, VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAS T 6" AND NO GREATER THAN 12" BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A • i SELF CLOSING, SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. * • • SKIMMER AND VACUUM FITTING DETAIL 1 LGl C CITY OF ATLANTIC BEACH, FL RESIDENTIAL GENERAL NOTES AND DETAILS COASTAL LUXURY CPC 1458340 115 SOLANA RD, SUITE C PONTE VEDRA BEACH, FL 32082 904-543-2626 DWG. BY: MAC NOT TO SCAI-E SHEET 1 OF 4 APPRQVCD BY: JEL 1/2" WHITE VINYL JOINT-- STRIP (N/A FOR PAVER -- WATER LINE TILE, DECKS) , 6, / GL AhZ.F D, MIN, 4" CONCRETE DECK (OPTIONAL).'WITH SLIP RESISTANT TOPPING SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS * e INCHES 3.0 6 3.5 6 4.0 8 ON COMPACTED GROUND WITH 10 5.0 10 VERTICAL mi 10 10 INCH CENTERS, ALL ORGANIC MATERIAL THICKNESS (T) OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED FOR AESTHETICS OR PLUMBING REMOVED. 4" THK, WITH FIBER MESH, 6" WITH #3 REBAR - TYPICAL WALL RETURN, OR 3 EA #3 REBAR CONTINUOUS 18" - I ---'- VACUUM WATER FITTING, WITH STOP FLANGE LAP SPLICES AS NECESSARY -- LIGHT FLKTURE & 3",� I� I UO O 3" NICHE MIN. I Z < MIN. -R=6"WiHENH=3'-0" S� J J i� Q RADIUS INCREASES 6" FOR EACH V OF DEPTH < 5'-0" R = 2'-0" RADlUS WHEN H = 5'-0" 2 - #3 EACH WAY - INCREASES V FOR EACH 1' OF DEPTH > 5'-0" STD. REINF.: - -\ #3 REBAR @10" O.C. B.W. MIN. \\ - QUARTZ AGGREGATE PLASTER FINISH ®� o COVER 3" (EARTH SIDE), 2"' --- SHOFCRETE/GUNITE WALL i -- (POOL SIDE). REFER TO - 6" MIN SHELL - - STRUCTURAL. NOTE #1 FOR ALTERNATE SCHEDULE. �'_ -a. = _s LIGHT NICHE DETAIL N. T. S. TYPICAL POOL WALL SEC"KION SCALE: N. T. S. I SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS * e INCHES 3.0 6 3.5 6 4.0 8 4.5 10 5.0 10 VERTICAL REINFORCEMEN"E #3. 3- 10 10 INCH CENTERS, NOTE: GREATER WALL THICKNESS (T) OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED FOR AESTHETICS OR PLUMBING 2 -113 BARS (OR 1 - 94 BAR) HORiZ. REIN. #3 BARS 8" O.C. FOR FREE STANDING WALLS VERT, REINF. SEE SPA WALL SCH. SPA DETAIL N.T.S. SEE SPA WALL SCH. SEE STRUCTURAL NOTE 15 TYPICAL REINF. 10.O.C. E.W. FLOOR REINF. CONT. FROM SPA TO POOL MIN. 15" LAP EITHER DIRECTION Z L N 10" MIN. FFICE CPI - 3" MIN. (TYP.) 0- DECK SLAB - \VINYL EXPANSION JOINT'- q,-, 8" - 11"-- DECK SLAB-TILF SEE STRUCTURAL NO"rE 15 BOND BEAM REIN. 3-#3 -- ALTERNATE LOCATIpNBOND BEAM BAR(BARS (TYP. FOR ALL BOND BEAMS) �. #3 BAR BEND AS SHOWN WATER ALTERNATE ,TROUGH-- 12 PLUMBING —� AT GRADE LOCATION T ATGRADE II III, � 1 IIS I UGHH G TROUGH (o ( OR ELEVATED r -.IIIA � I� OR -� f I SHEER DESCENT DETAIL N,T.S. CANTILEVER DECK DETAIL N.T.S. EXPANSION JOINT SKIMMER DETAIL N.T.S. BEND DOWN BOND BEAM BARS PLANS EXPIRE: SEPTEMBER 25, 2020 Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 !)ROX-`(rr�,,�FtrVid 'LeT r lj/z3c / COPING DETAIL N. T.S. DECK SLAB - li 3-#3._ I o MINIMAL BOND BEAM N.T.S. NOTE: MAY BE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL STRUCTURAL DETAILS �' •�—`� COASTAL LUXURY =e 4 CPC 1458340 = = 115 SOLANA RD, SUITE C * e PONTE VEDRA BEACH, FL 32082 • �; 904-543-2626 SWC;. BY: MAC: NOT TO SCALE SHEET 2 OF 4 APPROVEDJrL /��d�llleaE+1+11►�``` / T0- MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL —�—� PUMPS IN PAF2ALLEL PARALLEL OUTLETS TO TWO PUMPS NOTES: 1. DUAL. OUTLETS SHALL. BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE= OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE: LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TF:[--.. 3. THE FLOW RA11NG OF EACH COVER/GRATE SHALL. BE AT LEAST EQUAL 1'O -THE SYSTEM'S MAXIMUM FLOW ftATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THIc 3'0" SEPARATION REQUIREMENT, LEONE (1) ON THE BOTTOM AND ONE. (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON -TWO (2) SEPARATE VLK I ICA'_ WALLS. DUAL SUCTION OUTLET ARRANGEMENTS TO' MIN. (EDGE OF OUTLET) 37 MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL OUTLETS IN PARALLEL SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL LOOPED PIPING NOTES: 1. 'THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON 1 HE SUCTION MANIFOLD SERVING THE OUT SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHIALL BE AT LEAST TWICE IHE SYSTEM'S MAXIMUM FLOW RATE. THREE -OR -M(I)RE SUCTION OUTLET ARRANGEMENTS NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME At 12.19,84 ATE ST. "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATESSHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/:STHROUGIi THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF l -HE REQUIRED SYSTEM FLOW; BI DUAL SUCTION OUTLET SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBL.00P[ABLE SUCTION OUTLET SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONI-_ORMING TO ASML/ANSI Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH 4NSi/ASME AT12.19.8-LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OU-LETSUMPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 P,ND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTI-ETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL. OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THfiM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION F'IPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVE_R!GRA7L- OR SUCHTHAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGFI ,THE OPEN AREA OF THE COVERIGRATE, SUCTION OUTLET SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP 77 OFFICE COPY SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: t. SINGLE CHANNEL. OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA): 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT GREAT ES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18" X 23" WITH CORNERS OF RADIUS 4'. SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2" TEE 12" AIR GAP (MIN.) �\ MAXIMUM UNDERWATER"�xll LENGTH OF VENT PIPING: 30 FEET FROM TEE ON 2" VENT SUCTION PIPING TO AIR GAP PIPING DEBRIS OUTLET MOUNTED IN POOL FLOOR TO SUCTION PIPING 2" 90" BEND (TYP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. L ABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: SEPTEMBER 25, 2020 SEE NOTE 1 BELOW CIRCULATION LINE TO LEAF Certificate of Authority No. 28177 CANISTER 1 RECIRCULATION 4337 PABLO OAKS COURT, SUITE 101 PUMP IACKS (M164iVi NOTE: �ti MINIMUM PIPE LENGTH 18" \�Q r7 eT1 ����z36 ��\ • e • •. �� /// 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN 1-1 IE- DEBRIS SUCTION OUTLET AND THE PUMP: A) ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE i TEE IN THE SUCTION LINE TO THE PUMP(S); If) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED SAFETY VACUUM RELEASE SYSTEM. 14 • i� 7 i ° s. OUTLET SUMPS IN SERIES ��° �, •a t j �z PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL SUCTION OUTLET NOTES AND DETAILS COASTAL LUXURY CPG 1458340 115 SOLANA RD, SUITE C PONTE VEDRA BEACH, FL 32082 904-543-2626 DWC,. BY: MAC NOT TO SCALE SHEET 3 OF 4 nPPr2ovcD10yet. VELOCITY SCH 40 = 6 FT / S SCli 80 SUCl10N PIPE DIAMETER MAX FLOW (GPM) MAX FLOW (GPM) 7" 63 55 21/2" 90 79 3" 138 124 4" 238 215 6" 540 488 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL LOOPED PIPING NOTES: 1. 'THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON 1 HE SUCTION MANIFOLD SERVING THE OUT SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHIALL BE AT LEAST TWICE IHE SYSTEM'S MAXIMUM FLOW RATE. THREE -OR -M(I)RE SUCTION OUTLET ARRANGEMENTS NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME At 12.19,84 ATE ST. "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATESSHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/:STHROUGIi THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF l -HE REQUIRED SYSTEM FLOW; BI DUAL SUCTION OUTLET SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBL.00P[ABLE SUCTION OUTLET SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONI-_ORMING TO ASML/ANSI Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH 4NSi/ASME AT12.19.8-LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OU-LETSUMPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 P,ND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTI-ETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL. OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THfiM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION F'IPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVE_R!GRA7L- OR SUCHTHAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGFI ,THE OPEN AREA OF THE COVERIGRATE, SUCTION OUTLET SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP 77 OFFICE COPY SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: t. SINGLE CHANNEL. OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA): 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT GREAT ES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18" X 23" WITH CORNERS OF RADIUS 4'. SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2" TEE 12" AIR GAP (MIN.) �\ MAXIMUM UNDERWATER"�xll LENGTH OF VENT PIPING: 30 FEET FROM TEE ON 2" VENT SUCTION PIPING TO AIR GAP PIPING DEBRIS OUTLET MOUNTED IN POOL FLOOR TO SUCTION PIPING 2" 90" BEND (TYP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. L ABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: SEPTEMBER 25, 2020 SEE NOTE 1 BELOW CIRCULATION LINE TO LEAF Certificate of Authority No. 28177 CANISTER 1 RECIRCULATION 4337 PABLO OAKS COURT, SUITE 101 PUMP IACKS (M164iVi NOTE: �ti MINIMUM PIPE LENGTH 18" \�Q r7 eT1 ����z36 ��\ • e • •. �� /// 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN 1-1 IE- DEBRIS SUCTION OUTLET AND THE PUMP: A) ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE i TEE IN THE SUCTION LINE TO THE PUMP(S); If) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED SAFETY VACUUM RELEASE SYSTEM. 14 • i� 7 i ° s. OUTLET SUMPS IN SERIES ��° �, •a t j �z PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL SUCTION OUTLET NOTES AND DETAILS COASTAL LUXURY CPG 1458340 115 SOLANA RD, SUITE C PONTE VEDRA BEACH, FL 32082 904-543-2626 DWC,. BY: MAC NOT TO SCALE SHEET 3 OF 4 nPPr2ovcD10yet. i 1 I 1 I 1 1 Ktt-tK i V NU I t #6 PUMP MOTOR TYPICAL SWIMMING POOL BONDING GRID PLAN #A AWG1 r.f)PPFA %nnuC JUNCTION BOX 4' MIN. SPST — TOGGLE SWITCH DISCONNECT TIMECLOCK PUMP 1-12 V TRANS. NOTES: 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC'- 3 #121NY," COND. LATfiST 12V130OW WITH LOW WATER 2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING CUT-OFF OR 120 VAC W/ GFCI AND ALL FIXED METAL PARTS NOT SEPARATED BY PER NEC PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM WATER, 12 FT VERTICALLY OF MAX WATER LEVEL. ELECTRICAL DIAGRAM SERVICE PANEL —\ -- iINCOMI'— POWER SUPPLY l d 1 t { REFER TO NOTE 4 R T i 1 i 1 t i #8 BOND TO STRUCTURAL STEEL NEUTRAL BAR TO GROUNI NEUTRAL BAR GROUND BAR TRANSFORMER 3CONDUCTOR H -N -G GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDUIT TYPICAL GROUNDING SCH POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL ENERGY EFFICIENCY NOTES: 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: 1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION t.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE -HEAT RECOVERY POCL SYSTEMS 1.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE EQUIPPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: OUTDOOR POOLS DERIVING OVER 70% OF THE ENERGY FOR HEATING FROM A SITE -RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN OPERATING SEASON. 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR START INDUCTION RUN TYPES 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORI_ THAN � OF THE MOTOR'S MAXIMUM ROTATION RATE. 3.c. PCO. PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 FOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN. 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH APSP-15, "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY." TO GROUND FAULT CfRCUIT INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4' MIN. JUNCTION BOX - RIGID, IMC OR NON METALLIC CONDUIT BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT 300 WATT UNDERWATER LIGHTS SHALL BE NEC. APPROVED AND SHALL FEATURE STAINLESS STEEL FORMING SHELL WITH BRASS MOUNTING RING, SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING PACKING GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATED FACE RING FOR COMPRESSING OF A 360° DOUBLE WALL SYNTHETIC GASKET. SS LIGHT FIXTURE & NICHE Wl COMPRESSION HUB 8, 300W,12V LAMP OR 120 VAC W1 GFCI PER NEC JUNCTION BOX (IF LADDER, HAND RAIL, TRANSFORMER DIVING BOARD, ETC..._ METAL CONDUITS POOL RCING OR PIPING SYSTEM-` REINFOSTEEL PUMP MOTOR ELECTRICAL NOTES: 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES, BOND ALL METAL PARTS TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN T OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS CLE. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE PROCEEDING. 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL. 3. IF APPLICABLE, PROVIDE 912 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN 8' IN LENGTH. FOR 12V CIRCUITS 870 15' IN LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 16, BUT LESS THAN 25' IN LENGTH, PROVIDE #6 AWG CONDUCTORS AND #6 GROUND. NO 12V CIRCUIT SHALL BE MORE THAN 25' IN LENGTH. 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 15 - OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT, RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT, 61N. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL. 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF APPLICABLE. 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #8 BARE, SOLID COPPER CONDUCTORS. 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR 48 SOLID COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER. THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST VERSION) AND FLORIDA BUILDING CODE (FBC - LATEST VERSION) W/ LATEST AMENDMENTS, 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE 08 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. #8 AWG PRESSURE GROUND —1 Y PLANS EXPIRE. CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING POOL LIGHT DETAIL SEPTEMBER 25, ISED) 2020 POOL LIGHT HEATER CASE CONTROL n PANEL �' o0o I11 Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 9 CqKV- �3�1 tU&' . g6-9/236 \�\� \\9� e TYPICAL BONDING SCHEMATIC i r I ho revj >I � CITY OF ATLANTIC BEACH, FL RESIDENTIAL ELECTRICAL NOTES AND DETAILS ` COASTAL LUXURY moi ••. CPC 1458340 14 _ 115 SOLANA RD, SUITE C PONTE VEDRA BEACH, FL 32082 904-543-2626 NOT TO SCALE DWG. BY: MAC SHEET 4 OF 4 APPROVED BY: JEL REQUIRED: EQUIPOTENTIAL BONDING GRID 4" - 6" DEEP AND 18" - 24" FROM WATERS EDGE. CONNECTED AT 4 BONDING POINTS PERMIT DRAWING Canister Scale: 1/8" :1' OFFICE COPY Bib CLIENT INFORMATION e Nozzle For Cleaner nt )of Light Name: MIKE & KELLY DIAZ Address: 130 STH STREET City/State/Zip: ATLANTIC BEACH, FLORIDA 32233 rvVL JrCL1r11;A j j N5 Size: .-7.5'X 25 Area: 188 SQ FT Pool Gal/ons: 4,922 EST Depth: 3' TO 4' Perimeter. 65 LN FT Spa Ga//ons N/A Plaster Type: TBD Plaster Color: TBD ------------ -_----_-__-- PLUMBING SPECIFICATIONS # of Returns: 4 # ofSFAipig: 1 u 0, vino, a MOOM, a C20C ,y vt✓) . 1 Cleaning System: IN -FLOOR # ofl TBD # of Vac Lines: N/A Type c.' N/A Water Features: N/A Branc _ 2.5 ReturnEQUIPMENT Pao/ Pump: PENTAIR INTELLIFLO VSF 2nd Pump: N/A Filteration Type: PENTAIR CLEAN & CLEAR FilterS/ze: 200 SQ FT HeatPump.- AQUA CAL ICE BREAKER SQ166R Heater N/A Ch/OrinatOr' PENTAIR INTELLICHLOR 40 B/OWer• N/A Poo/Automation. N/A Computer Controls: N/A # ofPool Lights: I 1 LED (WITH NICHE) # ofspa Lights: I LED (WITH NICHE) SAFETY REQUIREMENTS PER SAFETY CODE Bat yy alrier, Screen Enclosure; Fence: Pool/Spa Water Alarms: PAGE DOCUMENT INFORMATTnN Sales Team: DAVID BENJAMIN, CHRIS MYERS -checked By'. JASON WINTER, JIM WELCH Drawn By: MARCUS MEDLOCK Date of Contract' 11/21/19 Date of Construction Drawings 12/12/19 Date of Revision: N/A 12a115 Solana Rd, Suite C COASTAL LUXURY ponte Vedra Beach, FL 32082 Office 904-543-2626 - CPC 1458340 6' x 75 Sun Shelf 8" Deep I REQUIRED: (4) 3' LONG 8 GAUGE COPPER WIRE BONDING POINTS FROM POOL STEEL CONNECTED TO EQUIPOTENTIAL BONDING GRID 4"- 6" DEEP AND 18"- 24" FROM WATERS EDGE. PERMIT DRAWING Scale: 1/4": V R R' BRANCH PIPING 3.0"SCH 40 PVC BETWEEN MAIN DRAINS — R ......... ---------------------- ...... - ------------------8888-- CJ f 146 sq ft of Pool Cabana 00-1821, NUNN ---------- ... ....... . . I ..... ------------- -- ------ - ------------------------- -------- ------------------------- --- --------- -- --- -::::� - . ------------- - --------- ....... ---------- I ------------ TRUNK PIPING 2.5'SCH 40 PVC TO THE PUMP OFFICE COPY' LEGEND + Debris Deck Canister .7N0 Water /Hose Bib Auto Fill Infloor Nozzle Infloor Step Nozzle It Main Drains Wall Return OFFICE COPY' COASTAL LUXURY 115 Solana Rd, Suite C Pante Vedra Beach, FL 32082 Office 904-543-2626 - CPC 1458340 LEGEND + Debris Deck Canister .7N0 Water /Hose Bib Auto Fill Infloor Nozzle Infloor Step Nozzle Plumb Only for Cleaner Main Drains Wall Return Sheer Descent Ah Side Suction (5 Skimmer — LED Color Pool Light COASTAL LUXURY 115 Solana Rd, Suite C Pante Vedra Beach, FL 32082 Office 904-543-2626 - CPC 1458340 DIAZ 21_SIDENCE 130 STH AZTREET ATLANTIC BEACH, FLORIDA PRf .^.EVFt4PtiffJ:7 AR FAS iO'. L92d 5F M.PFRV,U45 bVC.iuIIEs EML:. Nc FOM£ oft S.+EDS YdLXS.PADG 3+Yt1 S = �Ai 6fPERViOUS ' LaF3 5 ' 34 A PRE DFVELnPpAEd;. 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CW 4*7A'LS 62.2 WC10D FAAWoo, DETAauS S2: MIX DETAILS S24 Ae.=W.AILS M3 WWWWLS 'TAIL EAOSDNICON TROLAR:AR P,ES .Rr5S N A'STARLED PX*OR, TO AL;. Rx,�F= eRDdr RE�kA.At oN-SITE Dtd@WGC'IVSTRfPd."T+4>fF CANKO'T RMSE WTELEVATOM CCNSTAk".Ypo" owpsm CANNOT RF PLAEEG04aw Ruff OF VUAY F13'L*J2l 1FV✓.V RWOUPIN_ 4%KL. OW S 56.15 REOL::SIED Y Pi' 50 , GiaQ+83 7k*a-���s O=VERAGE OF zaliv Ra. RAR! - RUIIt!! y�e i q� pT '-KV til -•LL- t 17r PY rE Vitt+ fV.!i1L�C1L92PP, riT OFFICE COPY ;r, Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN . \'� City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 .-:1,. Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL 19-0040 El Revision to Issued Permit OR 7 Corrections to Comments Date:2-19-12020 Project Address: 130 5th St,Atlantic Beach, FL 32233 Contractor/Contact Name: Kevin Carroll .. . 904-543-2626 Kevin coastalluxu ! v coria' Contact Phone: Email: @ ryp Description of Proposed Revision/Corrections: FEB 1 9 2020 Making the pool on foot shorter. Increasing artificial turf area(no change in impervious surfa per.4lephgrle call conversation with • `' t1?c?nt Scott Williams. 2-19-2020.) r t`� `..' ';- 1 � IRGT N� cU J it...,\J c-4l affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? No ®Yes(additional s.f.to be added: ) t � • ill proposed revision/corrections add additional increase in building value to original submittal? LjNo ®*Yes(additional increase in building value-$ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (-) ---- A-S i's-G cc-4•1 l (Office Use Only) iQApproved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments ` Department Review Required: :uildin_ — ///4 7 ,/, : .'"}- ,P Zoning Th Reviewed y ree Administrator C Puhiir\ r—i• Public Utilities at ''r72 Ey? Public Safety Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments **ALL INFORMATION rt '`� HIGHLIGHTED IN City of Atlantic Beach Building Department GRAY IS REQUIRED. ,;,4t,-, , a 800 Seminole Rd, Atlantic Beach, FL 32233 '`p`°s:`'r Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL 19-0040 r 1 Revision to Issued Permit OR El Corrections to Comments Date:2-19-12020 Project Address: 130 5th St,Atlantic Beach, FL 32233 Contractor/Contact Name: Kevin Carroll J .t Contact Phone: 904-543-2626 Email: Kevin@coastalluxurypv:colir , ,.FEB 1 9 2020 Description of Proposed Revision/Corrections: Making the pool on foot shorter. Increasing artificial turf area(no change in impervious surfs LA ` lgphgr e call conversation with L,.Er,,•_irtrnent Scott Williams. 2-19-2020.) ritY Cf�i 4-. Do ,eh, (-(1 i� AGcmt.T �� J tam\,,1C-4l affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal?F EB 1 9 9020 ElNo ®Yes(additional s.f.to be added: ) • 1Il proposed revision/corrections add additional increase in building value to original submittal? LJNo ®*Yes(additional increase in building value. $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (t) ;'`-- {-S N-G `c-N t (Office Use Only) Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments Department Review Required: :uildin: ,Wamftng&Zoning Reviewed By dministrator Public Utilities L' ( —).--G Public Safety Date Fire Services Updated 10/17/18 Revision Request/Correction to Comments **ALL INFORMATION HIGHLIGHTED IN J City of Atlantic Beach Building Department GRAY IS REQUIRED. �' ,r' 800 Seminole Rd, Atlantic Beach, FL 32233 `6--- Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: POOL 19-0040 El Revision to Issued Permit OR El Corrections to Comments Date:2-19-12020 Project Address: 130 5th St,Atlantic Beach, FL 32233 Contractor/Contact Name: Kevin Carroll Contact Phone: 904-543-2626 Email: Kevin©coastalluxurypv:coiW — i t Description of Proposed Revision/Corrections: FEB 1 9 2020 Making the pool on foot shorter. Increasing artificial turf area(no change in impervious surfap,p1:091ephgrge call conversation with Scott Williams. 2-19-2020.) - AGcr T I oQ J 1t.,\J _cu, affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original subrFil? ONo El Yes(additional s.f.to be added: ) • ill proposed revision/corrections add additional increase in building value to original submittal? 'No ®*Yes(additional increase in building value• $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (.0 i-A -- kS 1=,,-G 1- (Office 0 (Office Use Only) Lid'pproved ❑ Denied ❑ Not Applicable to Department Permit Fee Du- 0.Ir APP Revision/Plan Review Comments 6O/]-41( T 1 ci p%r A --- Li) 3;13 copy P-eviZe)A tl poly ree- Department Review Required: :uildin: '11/1 Zoning Reviewed By rk strator uhlirWnWnrk P4 Public Utilities 2/c y/2ci Public Safety Date Fire Services Updated 10/17/18 61'x .x7,,Su❑ 16 , aer=rN 24' o+ o 330 SQ FT OF COYER DECK 146 sy ft ori'nol Ca'b" I 1 i kr,-- ' 247 scl 11 l�m�ut� REQUIRED: EQUIPOTENTIAL BONQING GRID 4" - 6- DEEP AND 18' - 24- FROM WATERS EDGE. CONNECTED AT 4 BONDING POINTS LEGEND -------"_._.__ 1 Debris Deck Canister 0 20 Water /Hose Bib CLIENT INFORMATION Auto Fill - Infloor Nozzle Andress:A130 STH STREETCity/StaZiATLANTIC Inifoor Step Nozzle .,rte, Plumb Only for Cleaner POOL SPECIFICATIONS Main Drains R <° Wall Return r Sheer Descent ® Side Suction O Skimmer PLUMBING SPECIFICATIONS LED Color Pool Light a ACCESS PEtR�!TvD_RAW_IN_G e- baby barrier. Scale. r . Fence: CLIENT INFORMATION PENTAIR INTELLIFLO VSF Name: MIKE & KELLY DIAZ N/A Andress:A130 STH STREETCity/StaZiATLANTIC PENTAIR CLEAN & CLEAR BEACH, FLORIDA 32233 200 SQ FT POOL SPECIFICATIONS AQUA CAL ICE BREAKER size: 7.5'X 25 Area: 188 SQ FT Depth: PaoiGallons.• 4,922 EST 3' TO 4' Perimeter; 65 LN FT Spa Gallons.' N/A P/asterType: TBD Plaster Color TBD ------------ PENTAIR INTELLIrw OR 40 PLUMBING SPECIFICATIONS ------------ Of Returns. 4 afSkimmers: 1 '' Vi /ZlVi i(Yii,e O pi, ,.�. 1 P1,OOI1. 1 CIPC C/eaninq System: IN -FLOOR w of ln flaors: TBD # of Vac Li,�es: N/A Type of Robot tract N/A Water Features,• N/A 1 LED (WITH NICHE) EQUIPMENT baby barrier. Screen Enclosure; Fence: Poo/ Pump.• PENTAIR INTELLIFLO VSF 2nd Pump. N/A Fi/telO On Type: PENTAIR CLEAN & CLEAR Filter Sze: 200 SQ FT Heat Pump: AQUA CAL ICE BREAKER Heater: N/A Date Of Re vision: SQ166R ChiOrinator: PENTAIR INTELLIrw OR 40 B/owe,;• N/A PoolAutomation: N/A CoxrputerCOntrOls. N/A ofP©u'/Lights. 1 LED (WITH NICHE) OfSpo' Lights' 1 LED (WITH NICHE) SAFETY REQUIREMENTS PER SAFETY CODE baby barrier. Screen Enclosure; Fence: Pool/spa water Alarms: PAGE DOCUMENT INFORMATION sa/es Team. DAVID BEN3AMIN, CHRIS MYERS Checked By. JASON WINTER, JIM WELCH Drap✓n By: Date of contract.- MARCUS MEDLOCK 11/21/19 Date of Construction D, arvinys: 12/12/19 Date Of Re vision: N/A F E B 19 2020 11 -. 115 Solana Rd, Suite C CW; 11 T t.._1;'' i ponce Vectra Beach, FL 32082 Office 904-543-2626 - CPC 1458340