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353 2ND ST POOL19-0004 POOL PERM SWIMMING POOL PERMIT PERMIT NUMBER a� POOL19-0004 CITY OF ATLANTIC BEACH r' 800 SEMINOLE ROAD ISSUED: 3/14/2019 ATLANTIC BEACH, FL 32233 EXPIRES: 9/10/2019 MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORMTO THE CURRENT 6TH EDITION1 OF • ' CODE, OF BEACH CODEOF • ' 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: PERMITTYPE: DESCRIPTION: VALUE OF WORK: 353 355 2ND ST SWIMMING POOL SWIMMING IN GROUND POOL $38000.00 POOL RESIDENTIAL TYPE OF ZONING: :D • • • GROUP: 169786 0000 ATLANTIC BEACH COMPANY: ADDRESS: EPIC POOLS& HARDSCAPE 3948 S 3RD ST JACKSONVILLE FL 32250 BEACH OWNER: ADDRESS: JOHNSON JOANN 181 PROCTORS PURCHASE RD HARTLY DE 19953 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 • . 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: 3/14/2019 1 of 2 SWIMMING POOL PERMIT PERMIT NUMBER is V CITY OF ATLANTIC BEACH POOL19-0004 800 SEMINOLE ROAD ISSUED: 3/14/2019 ATLANTIC BEACH, FL 32233 EXPIRES: 9/10/2019 3 PUBLIC WORKS POST CONSTRUCTION TOPO SURVEY INFORMATIONAL Notes: If on-site storage is required,a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. 4 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 feet 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,JDog/Dennis Junk Removal,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 CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan,including location of silt fence,dumpster,portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 8 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-3?2-1000 0 $245.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $122.50 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 $6.26 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.18 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $50.00 TOTAL:$577.94 Issued Date:3/14/2019 2 of 2 S rjrL`lj City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) 800 Seminole Road P I Q _ 000 4 9 �� Atlantic Beach, Florida 32233-5445 1 l Phone(904)247-5826 - Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: CJ City web-site: hftp://vfww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 3 SS Z Department review required Yes Ao uildin Applicant: -E- P 1 C ©o (—S "t HG)RD-10—A-PEZ PI ff&Zoning Poo Tree Administrator Project: L. ublic Wor Public Safety Fire Services Review fee $ Dept Signature � Q Other Agency Review or Permit Required Review or Receipt of Permit Verified By Date t D0 T r L-e 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: VApproved. ❑Denied. ❑Not applicable (Circle one.) Comments: /�'OG n0� pt�LO �U( UILDIN /y PLANNING &ZONING Reviewed by: kl;l Z272 p Date: TREE ADMIN. Second Review: A roved as revised. Denied. pp ❑ ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES I 1' PUBLIC SAFETY Reviewed by: Date: 2_1-2_712_0!f FIRE SERVICES Third Review: ❑Approved as revised. E]Denietv ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 ALL Revision Request/Correction to Comments **HIGHLF HIGHLIGHTED IN HIGHLIGHTED IN ' City of Atlantic Beach Building Department GRAY IS REQUIRED. n 800 Seminole Rd, Atlantic Beach, FL 32233 PC )cX'1 Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: � 0 Revision to Issued Permit OR ❑ Corrections to Comments Date: --L(0- Project Address: ��j I :LLI 0� �L� ' ?�Z C 3 Contractor/Contact Name: ��"�ti.ty` �G62x' Contact Phone: 9 d c4 Z,3 5 - 1 1 3- Email: Description of Proposed Revision/Corrections: - � � V-[ � 1"�til,✓� O C � �j�o� c-. Q I S-)cc, be,( L-. 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: ) • Will proposed revision/corrections add additional increase in building value to original submittal? Wo ❑*Yes(additional increase in building value: ) (contractormust sign ifincrease invaluation) *Signature of Contractor/Agent: / (Office Use Only) W Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ U•�O Revision/Plan Review Comments _4hV raved (k Xy / VL it o wy1C k-S Al yriz /• FF D nt Review Required: uiIding Panning&Zoning Reviewed By Tree Administrator Public Works Public Utilities 2 127 J 201 Public Safety Date Fire Services Updated 10/17/18 ri.A,yjy„ City of Atlantic Beach APPLICATION NUMBER Building Department (To be assigned by the Building Department.) r 800 Seminole Road Pc I _ /��O 4 Atlantic Beach, Florida 32233-5445 l o J Phone(904)247-5826 Fax(904)247-5845 E-mail: building-dept@coab.us Date routed: z cJ City web-site: http://vvww.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 353 J SS �� Department review required Yes No uildin Applicant: CP 1101- t0 0 L'SN RA DseAf P m &Zoning Tree Administrator Project: P c)O ublic Wor Public Safety Fire Services Review fee $ Dept Signature � �C Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By N0-( r 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. ied. ❑Not applicable (Circle one.) Comments: BUILDING L. PLANNING &ZONING Reviewed by: Date: '2 2-1 TREE ADMIN. Second Review: Approved as revised. ❑Denied. [-]Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES 1 �, o PUBLIC SAFETY SAFETY Reviewed by: Date: �9 FIRE SERVICES Third Review: ❑Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 rs,ay; City of Atlantic Beach APPLICATION NUMBER Building Department nlow assigned by the Building Department.) 800 Seminole Atla t c Beach, Flotlida 32233-5445 ` F�a �5 `� — OvO 4 Phone(904)247-5826• Fax(904)247-5845 Ef 019 y1 E-mail: building-dept@coab.us D uted: z CJ City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 35�?) Department review required Yes No uildin Applicant: C� ��C)( -S -- L� jqpf)Sr,4�' PI m &Zoning (� Tree Administrator Project: 1'' L ublic Wor Public Safety Fire Services Review fee $ Dept Signature Review or Receipt �3 o C Other Agency Review or Permit Required of Permit Verified By Date tvC)T 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 Reviewed by: ate: TREE ADMIN. Second Review: VApproved 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 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 Phone: (904) 247-5826 Email: Building-Dept(@coab.us PERMIT#: PC)a-( © Revision to Issued Permit OR ❑ Corrections to Comments Date: Z- -Uo- PE) Project Address: Contractor/Contact Name: Contact Phone: 90oO 4 23-; -1 it-7 Email: 4Q- U/C.22/)L1-Qea-- Description of Proposed Revision/Corrections: til c U-( v-) LA I '�( �)en 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? d� No ❑ Yes(additional s.f.to be added: ) • Will proposed revision/corrections add additional increase in building value to original submittal? �jVo El*Yes(additional increase in building value: p ) (contractor must sign if Increase in valuation) *Signature of Contractor/Agent: (Office Use Only) 4 Approved ❑ Denied ❑ Not Applicable to Department Permit Fee Due$ Revision/Plan Review Comments D nt Review Required: 17 uilding CI Panning&Zoning VE Reviewe y Tree Administrator Public Works FEB 2 6 2019 Public Utilities Public Safety Date Fire Services Updated 10/17/18 CITY OF ATLANTIC BEACH f Department of Public Works +J ;? 1200 Sandpiper Lane Atlantic Beach, FL 32233 (904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 2/21/19 Applicant: Epic Pools & Hardscape Permit#: POOL19-0004 Email: info@epicpool.com Review Status: DENIED Property Owner: Joann & Keith Johnson Site Address: 353/355 2nd Street Email: johnsonkade@vahoo.com Email: johnsonkade48@gmail.com THIS PLAN REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS Correction Items must be submitted to the Building Department at 800 Seminole Road. Submittals that respond to only one or a few correction items will not be accepted. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions must be submitted to the Building Department and must respond to EACH department review. PUBLIC WORKS CORRECTION ITEMS: • Provide construction site management plan including location of silt fence, dumpster, portable toilet. Right-of-way Permit is required if using right-of-way for construction parking. • Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off if adding 400 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). • Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. PUBLIC WORKS CONDITIONS OF APPROVAL: (The following comments will be printed on your permit as Conditions of Approval) j • Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814)to request an Erosion and Sediment Control Inspection prior to start of construction. • All runoff must remain on-site during construction. • If on-site storage is required, a post construction topographic survey documenting proper construction will be required. All water runoff must go to retention area and retention overflow must run to street. • Pool —Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). • Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapells, Inc., Republic Services, Donovan Dumpsters, Phillips Containers, JDog/Dennis Junk Removal, All American Roll Off, WCA Waste Corporation). Container cannot be placed on City right-of-way. • Full right-of-way restoration, including sod, is required. • Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of-way for construction parking. • All runoff must remain on-site. Cannot raise lot elevation. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL19-0004(Epic Pools).docx Resubmittal Notes: All revisions and changes shall clearly standout from the rest of the drawing on the sheet as a revision byway of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked "VOID" but are to be left within the set of drawings Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAYBE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 0:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL19-0004(Epic Pools).docx yr Building Permit Application Updated 1019/18 City of Atlantic Beach Building Department OFFICE CO PLL INFORMATION ~ 800 Seminole Road atlantic Beach FL 32233 HIGHLIGHTED IN GRAY Phone: (904) 247-5826 Email: Building-Dept@coab.us iS REQUIRED.. Job Address: S5� �^� s�e� � Permit Number: IpCci 19- ddd/ Legal Description RE# Valuation of Work(Replacement �Cost)$ �`�foc^� tHeated/Cooled SF Non-heated/Cooled • Class of Work: M/New CiAddition DAiteration ORepair f-Move ODemo OPool OWindow/Door W * i.Jse of exist'ing/proposed structure(s): ❑Commercial 'Cv??esidertial V N • if an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No a Z N Will trees be removed in association with oro osed ro'ect?❑Yes(must submit separate Tree Removal Perrrz ntao= OZ Describe in detail the type of work to be performed: zr, ~ �Z&"Aa 5u-Jk. A YY�I V1 Florida Product Approval# for multiple products use product a� I& Property Owner Information V J U. < Name int ,.Cts "TcQhn J_oy nscUn Address 353 2_1`PS'- CC h City Apn4 -iC_-Be-o-CyN State_FL- Zip `,3c� ',� ',3 3- 3Phone C;aac{� - -91- ch� �� E-Mailc>hn �sOn �_adC�?�c�alncc.0--on _nL/,Otce+i� C Rbnclit. cam p © sem m Owner or Agent{tf Agent,Power of Attorney or Agency Letter equired) W Contractor Information S , W C) u) w Uj Name of Company LSP I L Pcs c�wScc�{pe cn n 11 o� ` 15 Qualifying Agent S O'er w Address i� S. 3 City JC��c 3c h- Stat2 `'C- Zip 5 C� LLI > Office Phone 1c,4-4-117 - 51 t.,C; Job Site Contact Number n e.r 4W-- 5- G LL State Certification/Registration# C(aC l`�S7�/3$ E-Mail Architect Name&Phone# Engineer's Name&Phone# Workers Compensation insurer �0 �12.rc�r C� (�e� 9 rt OR Exempt u Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction.I understand that a separate permit must be secured for ELECTRICAL WORK,PLUM-RING,SiGNS, WELLS,POOLS, FURNACES,BOILERS,HEATERS,TANKS,and AiR CONDITIONERS,etc. NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT:I certify that all the foregoing information is accurate and that ail work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOT ICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR NE FORE REC R ING Y UR NOTICE OF COMMENCI ME, NT. J ( gnature of Owner or Agent) �' (Signature of Contractor) k" �Sf ed and swo to(or affirm d)before me this day of Signed and sworn for(or affirmed)before me is L day of NizoFt Commission#FF 92537 f5i n3tiife of Notary)Expires February 7,2020 (Signatur.of. ter; �• °F �`•• Bonded Thm Troy Fain Insurance 800,385-7019 �/ DEBORAH L DELAY [ ]Personalty Known OR [)personally Known OR 4: My COhONISSION#FF206979 (}Produced Identification V—L Q L� [ ]Produced Identification •" EXPIRES March 05.2019 Type of identification: Tyge of Identincation_ b F ryServke.Oorr 352 2nd St - Google Maps Page 1 of 1 Go gle Maps 352 2nd St w, 1^ M/ .4 Image capture:Jan 2017 ©2019 Google Atlantic Beach,Florida Google Street View-Jan 2017 �1 O antic Beach Q ` Lary School tst St One Ocean Res https://www.google.com/maps/place/353+2nd+St,+Atlantic+Beach,+FL+32233/@30.3269... 2/20/2019 OFFICE COPY 2- 2 r L Lo �- _ (O f 2--7 82- kcf-)e, !�i � C, 1 � u � Epic Pools & Hardscape Construction, Inc. JOHNSON CPC# 1457438 ti 3948 3rd Street South Jacksonville Bch, FL 32250 Johnson, Keith & Joann (P) 904-417-5100 353 2nd Street Email: info@epicpool.com Atlantic Beach, FL 32233 6 ft. POOL: 341 SF / 74 LF Deck: 869 SF in. . �/DLUme' l01odp a15 25 ft.4• in �}p5� 5 + Equipment: L - PentairSL*KrLo 1 1/2 hp VS Pump (Almond) 3 - Pentair CC200 Cartridge Filter - Pentair Intelliconect Controller LO 1 - Pentair LED Color Light Umbrella 1 — Pentair IC-20 Salt System Sleeve lavers Plumbing Pool: 1 1 — Skimmer 3 — Returns Screen Door 1 — Cleaner (Pressure) ' 1 — Dual Main Drains Deck: ss ft. 1 1 1/4" Pavers Safety: RESIDENCE Eq W - Fence, Window & Door Alarms - Pool Shell - 8" Relocation of AC existing AC units AC The Association of VG;—,WF1U1'SP Pool&Spa Professionals" ANSVAPSPACC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME CONTRACTOR NAME AND ADDRESS AND ADDRESS: IR: CONTRACTOR PHONE: DATE: j" r4 CFO `his information sheet was prepared by the APSP-15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated Pool Volume a. G a I I o n s:--IL21C--- ;or 1. gallons b.Calculated Gallons:_(surface area)X_(average depth)X 7.48 (gallftA3) 2. §5.2.1:Calculated maximum filtration flow rate 2. gpm "Pool volume-.*360 or 36gpm whichever is larger) 3. §5.2.2:Auxiliary Pool Load: -ayes,_RNo? (Enter the highest"auxiliary pool load"to be powered owered by the swimming pool filtration pump.Do not add auxiliary 3. gpm Pool load flow rates together,only the highest is used.) 4. Calculated maximum flow rate 4. w gpm (Item 2 or item 3,whichever is larger.) S. §S.5.1: Pipe sizing: a.Minimum suction pipe diameter Sa. inches (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b. Minimum Suction branch pipe diameter Sb. r inches (Calculate:Item 4. -­�(gpm)-*Branch Pipes—(quantity)=branch flow rate ._(gpm). Enter the smallest pipe size from Table 1 with a 6fps flow capacity the same or more than the calculated suction branch flow rote.) c.Minimum return pipe diameter Sc. inches (Enter the smallest pipe size from Table 1 with a 8fps flow capacity the same or more than item 4.) d.Minimum return branch pipe diameter Scl. 2 inches (Calculote:ltem4. —(gpm)_Bronch Pipes_ _(quantity)=branch flow rate - (gpm). Enter the smallest pipe size from Table 1 with a 8fps flow capacity the some or more than the calculated return branch flow rate.) 6. §5.4.1:Filter type and size: a.Filter type:(Cartridge, DE,Sand) 6a. Cartridge b.Minimum filter area (Calculate:item 4. _:—(9JIM)'jillterfactor 0.375 6b. sq.ft. Filter factors:Cortridge=0.375, Sand=15,Diatomaceous Earth=2 7. §5.4.2:Backwash valve: -ayes, 0 No? (When using a backwash valve,enter result of item Sc or 2 inches whichever is larger) 7. inches Table 1 Pipe Size:— J.r 2- 1 2.5- I -37-TIT-7-47T Nominal- GPM@6tps 1 38 1 6— 374 540 Nomj'nalGPM @8fps 1 51 1 84 119 184 247 317 71772701 8.PUMP selection: 35.3.2.1:Pools 17,000 gallons or less,select pump'from the database with a Curve-A gpm flow equal to item 2 or less. 45.3.2.2:Pools 17.001 gallons or more,select pump''from the database with a Cu—e-C gpm flow equal to item 2 or less. `Multi- speed pumps must have one speed listed that satisfies this requirement. '5 V a.Pump model 8a. JS \'':S b. Pump flow 8b. gpm (§5.3.1.1,5.3.2.2:Applicable Curve A or C 9PM flow listed in database) 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light El 4.4.1.2 Readily accessible on-off switch mounted outside of the heater a Heaters 4.3.1.3 No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation, ❑ or for pool with 60%of documented pool heating from on-site solar or recovered energy: 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 5.1.1 Pool filter pump listed in database 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed Z Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for a servicing. °ool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or a built-up connections,or dedicated pipe to and from the pool. 5.5.6 Directional inlets for mixing pool water. -' 4/4/12 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 Swimming Pool Energy Efficiency Compliance Infoirmation Determine Pipe Sizes: NOTE: These Requirements Apply ONLY to the Filtration Pump Branch Piping to be 21,/,Z inch to keep velocity @ 6 fps max.at -75 gpm System Flow Rate. Trunk,Skimmer& ANSI/APSP/ICC-15 2011 Suction Piping to be L I`�` inch to keep velocity @ p fps max at '75 gpm System Flow Rate. Flow Calculations Return Piping to be tZ inch to keep velocity @ 8 fps max.at -75 gpm System Flow Rate. Pool water volume NO,0O d +360= .3/o gpm-this is the calculated flow rate Note:for pools under 13;000 gals.the calculated flow rate or 36 gpm whichever is greater=the filtration Flow rate Pump Selection as Listed on Curve A or C (circle one) , Is there an Auxiliary load on the filtration pump? Yes_ No ✓ 0 1.i 1 I 1t 3. Lv t' If so,what Is the calculated auxiliary flow rate - _gpm Filtration pump SuP6r-FLV VS Maximum Flow Rate 75 gpm Flow Rate(low speed)JLp gpm @ rpm. Mein Drd.colter y�A- KWAY G 40.231 X Minimum suction side pipe size @ 6 fps 2 V�Z in. Minimum suction side branch pipe size @ 6 fps 7AL in. Detem*t --the Number and Type of Required In-Floor Suction Outlets: °''`""I`'" Minimum return side pipe size @ 8 fps 'Z-in. Minimum return side branch pipe size @ 8 fps 2 in. i- Checkall that apply. @ 3,,0, @° 2 g' plA suction outlets @ 00 gpm max.flow Determine Filter Size: O @° 3 suction outlets @ LJ gpm max flow Filter Factors(GPMISF�© Cartridge(0.375) ❑ D E(2.6)❑ Sand(15) 0 drain @ gpm w! ports _ '� Filter Size: �' ; '37S = � rl.E�cN fit.E�C�iCJ G �l ffy-P.0 6 sk-1 Total Head In.Feet Convemlon Chart Flew and Friction Loss Per Foot kid-Mucury N-Gauge) SdWL de 40 PVC Pipe e 1 x 1 4 9 t 10 U 14 to 13 rY°IP"�d �' e� 6 toe• Pump Controls o 99 23' 42 u i.0 113 132 1L fat 2m9 r t96p. aar n 523 2a aas I 23 42 u fu 1u 1u 15B 1af 754 nz Filtration pump has no auxiliary load-standard time clods 2 41 a9 9.1 11.4P3.43 159 ,a2 254 227 IS2 19 37 am6 m 0.14 n air 3 e.9 0.2 113 u7 19.2 2115. 226 280 273 Y 52 gp. 596 92191. 816 103 W. 5.16 Filtration pump with auxiliary load-Control model for low speed default within.24 hr: `�E5 2s. r0.. ams 1n an4• 1480.. n13 4 9z 115 lam "A 295 229 21f zr9 29b: r U9 amr ut 0. our 2zr 0.. o w 5 113 132 10.1 1Q3 222. 7b,1 27A 79.8 319 f 734 ami 313 094 902 017' 8 U2 141 10.A 202 2S2 DA 20.7 312 312 ' �� �, 712 �, Heater Model 7 152 1fu 20.7 23D 272 29.7 3U 34.3 Sas e x3 m7 20.0 262 291 329 343 359 Sam Gas Heater efficiency rating (No Pilot Light) 9 2L 211 253 272 321 343 355 30.9 41.1 TDH Calal�N0n Opoons 10 23.1 25.4 271 2" 34A 357 359 412 414 Heat Pump efficiency C.O.P. _ 11 a.4 27.7 2111 3L2 38.7 Sam 412 415 452 °r Pip 12 27.7 350 312 315 302 399 413 415 451 40.1 Check one. 13 301 323 342 352 3C1• 419. 416 15,9 40.1 504 14 323 341 Sag 11;1 41.4 432 459 4h2 50A. s27 Sirnfplied Total Dynamic Head(STH) 1s 341 309 352 41A 49] 45.9 42 505 52,7 5s.0 Complete STDH Workshiaet-Fill In all blanks. IS 771 392 415 a.7 46m 4a3 585 s2 559 579 Total Dynamic Head(Toll) ANSI 5&ANSI 7 Compliance Work Sheet � Is 399 41s 432 451 485 501 s22 511 57.4 596 orotllercalos.RYin Determine Skmpified TDH: U 411 02 451 46A 502 522 Sii 57A 59.7 $19 O Clxnplete Program required blanks o �./, a. 19 439 462 40.4 W.7 S" 682 57A 50.7 811 642 worksheet&attach CaiClliBbOns. 1. Distance from pod do pump in feet 2m 40.2 455 6V 539 562 575 as a9 a3 M5 41 21 491 602 S91 553 572 582 021 843 691 Gam Maxknum Flow Capacity 2. Friclm loss(in suction pipe)in /27'/-j- Y1ch pipe per 1 ft @ gpm= '05 (from pb7e powlfrlGion loss chat) 21 53 55.4s %2 as 94.4 W7 earn 7ai2 735 of the new or replacement pwnp. 3. Friction loss(n return pipe)i1 'L inch*a per t ft @ _gpm= ,1 Q (from*towftdon loss Chart) 24 56.4 u] 110.0 a2 641 88.7 01 713 733 751 25572 880 a9 841 68.6 5M 713 735 751 76.1 28 60.1 623 8/1 ®.1 71A 73.fi 769 761 00.4 27 a.4 K6 069 WI 71A 73] 759 752 5115 827 4�.� TDH h i ° 28 64.7 969 fiat 715 717 761 761 655 a1 86A 0VMer �: , 2m 671 693 715 116 M 789 565 626 65.1 67.3 2�'I ( �l Detam"Sirmlified TDH ,� Filter I Heater loss in TDH ' 30 693 711 rig 78.1 783 601 629 fiat VA 89.6 '-� �D T1 t1a50 t�1 31 712 739 781 79,1 K7 829 052 VA a9.7 92.0 !G 32 739 762 78A 802 830 882 675 as.? 929 943 353 2N�5"i10E�� 4. �_X t'CL = All other losses 'Q 33 762 765 60.7 eta 513 87.5 891 920 94.3 96.8 (LW*0r&VLPb) rR d h*NM 11 al P%.) troll Sua.P4.1 34 765 602 83.1 859 8T.8 882 821 IIA 981 989 �tt�r.tvt-t{G ��.(, 5. O1 L x '0 -y/1 35 809 83.1 %A 87.6 869 812 944 98.7 96.9 0 2 waern PMl (R of hum gdPpel (rp 1 Pp.! c (MH): Total Head Q 'NOTE:FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH. Scale:None Determine Pipe Saes: Branch Pipkrg to be 2 II r, inch to keep velocity @ 6 fps max.at -75 gpm System Flow Rate. Suction ip be 4�/� inch to keep velocity [p fps max at 7 5 gpm System Flow Rate. Return Piping to be (Z inch to keep velocity® S fps max.at ?� gpm System Flow Rate. Pump Selection as Listed on Curve A or C (circle one) �'1$N { t to Maximum Flow Rate �rJ gpm Ftltrationpump $i1P6ow V5 Main Drain CoverATEKW�Y0.-231 X d Detennirle the Number and Type of Required Ina=Suction Outlets: i Check all that apply. 0 3'•G' QQ 2 5' PIA, suction outlets @ �� gpm max.flow Q Q 3 Suction outlets @ gpm max flow O charmet drain Q gpm wl pow Total Head In Feet Conversion Chart Flew&A Frlcion Lis Per Foot W-Mimury(Va-Gauge) Sche"40 PVC Plpe N3 t 0 2 4 O I R M b Ill D3 Pip Zm ala. 1 fOfpa 0 0.0 !;y' 41 O.5. 38 160 10:t 20 1 23 U :. Y - 41 IIA '133 181 11.1 744 727 f % 4K 21. 035 7 4A LO Lt. tM 117 i6E tat 2DA 2Z7 250 is p ODS N 0.1{' 83 421' 3 49 12 tf5 W 115 142 mb 72e 240 773 7 0211p. 008' B D.iv 103 0.M 4 92 115 13A 100 .183 265 225 711. 77.3 79b ZS ma9"' a05 1i7 ODS t461p0 a17 Y 134 OAC tai 037' 221&- ate' 5 113 UE 141 147 203 222- 75.1 27A 21A 319 f 791 "? 319 am : air 6 UE 141 141 703 7!J 252 27.4 247 319 NZ 534 gpm QOZ 717 OD7' 7 152 15A 21J 23A 762 .275 20.7 320 N3 36.6 e 155 20.7 23D 76.3 275 253 32D 315 NJ 35.8 9 2a1 231 253 275 293 32.7 31,3 355 319 41.1 TDH Cela"on Options 10 23.1 25.4 27AF41.4 321 34A 30.7 3U 41.2 414 ewh�p _ 11 25.4 27.7 215 341 347 340 412 43,6 45A 12 27.7 305 322 305 39.0 413 436 45A 441 Check one. U 305 7t3 311 31:1' 413. 436 419 W 50.4 S. ) , 14 323 34A 369 41.4 435 469 492 50.4 5V l�,,,w�1d�Total Dynamic Head(STDH 15 311 351 312 43.7 45.9 442 W5 527 510 Complete STDH WAdleet-F�in al blaniks.16 371 352 415 46D 4a3 545 521 550 573Total DyrlamlC head�Hl17 303 415 131 4a3 50.6 4E 95.1 67.1 59516 411 438 4&1 58A 5" 541 57A 59.7 SU Complete Program or other calc5.F0 in required blanks Of i a 19 439 462 444 60.7 MA 552 57A 547 Oil 642 woftheet&attach calcutflborl5. Z;5 20 412 416 547 510 552 a5 SU SU 143 e05 d 21 485 5111 53D 553 575 SU 021 1143 63 659 Maxknum Fknv Cepacdy 22 505 511 553 as 591 62.1 64.4 1 eel 861 712 of the new orreplacement pump. 73 53.1 544 57.756.9 672 N.4 all WD 712 731 24 60.4 AJ Mo au NS NJ .69D 713 735 751 25 a.e 140 R3 NS a" 60.1 T13 736 75.8 T41 25 60.7 W NA a" 00.1 71A 73A 769 741 ea4 27 07A ate 069 642 71A 73-7 759 712 003 5t7 28 N.7 049 542 715 TV 76.0 7a.2 605 ata OU I I owner ?o aA 60] 71b 738 740 T03 085 O13 06.1 373 1, -1 30 183 Tia 731 741 70J ODA 8" ILt 07A --a -•1 D N 0SoIJ 31 713 T33 7a1 NA 10.7 R9 852 07A aL7 921 32 739 762 76A K7 O3D 052 575 49J 90.0 913 i 33 762 705 x0.7 619 643 87S 19A 920 N3 90.6 34 745 KA 11.1 a" as all 921 N.4 95.6 949 }j"rL�N'fIG a{/rt, 35 009 037 MA al 858 872 N.1 9e.T 95.9 1012 Cwkadm `"`"° 'NOTE:FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE f�L, �t233 CALCULATED TDH. - �„ Scale:None Contrasting Bullnose Tile -- 2 ft. Or Accent Tile On Step Tread o c 6"x 6"Tile Note: All Piping To Be 1V5F piv o Schedule 40 PVC. All Windows Below 48" From Floor And Doors d Shall Be Protected By UL 2017 Pool - Door Alert Alarm To Meet Florida Contrasting Bullnose Tile Building Code 424.2.17.1.!?. - Or Accent Tile On Seat 1 ft. 0 ft. o �8 inf Typical Swimout Typical Step Section Section 3 ft.Minimum 1 ft.6in. CoronAx—xn 01t-t ppffon PBver pee-90 ft. 10 AJMB/ANS/ A//2• X9.8 n 4"Deck 2—4%Slope Away From Pool.To Be Waterline To Be @ 2500 PSI Concrete. 3"Below Top Of Beam #8 Solid Copper Wire 'Piping Typical MAY V..c/s c.f Grounded To Pump. Tee S,zec/ �•r 6 F tCleaner Line @12" All Electrical To Meet p Below Top Of Beam NEC 680.2 Suction Piping c To Pool Pump. Return Lines @ 15" Below Top Of Beam 35iVPSI Shotcrete Top Of Light Niche To Be 21"Below Top #3 Reinforcing Bar Of Pool Beam @ 12"Each Way Ll ('✓l t hI R 15 N Typical Main Drain ov E g-L_p4 P Section 6"Radius Minimum------------ Typical Wall Section o _ � 2 �"4 CKs � : �� Pool Equipment No. Quantity Model No. Description 1. 1 Pentair SuperFlo VS 1.5hp vari spd pool pump 2. 1 Pentair Clean & Clear CC200 200 sq. ft. cartridge filter 3. 2 Waterway 640 231xv 8" main drain 4, 1 Pentair S20 84420505 Skimmer 5. 3 Pentair 08429 or equal Wall inlet fittinq 6. 1 Pentair LED 120v pool light SUPERFLO VS PENTAIR VARIABLE SPEED PUMPS Ag� - Featured Highlights _ •Variable speed technologycosts significantly less to operate Select • Ideal for standard pools requiring up to 1.5 hp pump PENTAIR •Affordable for new and standard pool pump replacement applications = • Simple,intuitive user interface is easy to program and operate i • Easy to access electrical connections for simple installation SuperFlo VS Variable c •Three operating speed settings;plus override capability Speed PLlmpsAppliance •SuperFlo pump by Pentair Aquatic Systems is a direct 45 Efficiency replacement for the Hayward®Super Pump® Database The SuperFlo VS Variable Speed Pumps bring the remarkable energy cost savings of variable speed technology to standard Pools at an affordable price. They reduce energy costs by up to 80%. SuperFlo VS Variable Speed Pumps have an easy-to- read graphical display and a built-in timer so the pumps are easy to install and easy to use. Ordering Information Product Model Voltage Full Load HP SF SFHP Primary Listings and Port Size Carton Amps Certifications INPT) Wt.(Lbs.1 SUPERFLO VS ENERGY EFFICIENT VARIABLE SPEED 342000 SuperFlo VSvariabte Speed 208/230 10.5/10 1.5 1.1 1.65 UL', NSFI, APSP' 1-1/2 in. 40 UL indicates that pump bears a UL mark signifying evatuation to U.S. 'APSP'Pump has been evaluated to ANSI/APSP/ICC-15 and California Standards UL1081 for Permanently Connected Swimming Pool and Spa Title 20 and is certified to use on Residential Swimming Pool Filtration Pumps and to Canadian Standards CAN/CSA C22.2 No.108-01 Liquid Systems. Pumps For Swimming Pools Only(Enclosure 31 Product may have been evaluated to other state and local regulatory NSF'indicates that pump bears a NSF mark signifying evaluation to standards.Listing status may change.Always confirm status with NSF Standard 50 For Self-Priming Centrifugal,Pumps For Swimming appropriate agency if in doubt. Pools Only. Hayward"and Super Pump:are registered trademarks of Hayward Industries,Inc. SUPERFLO® VS VARIABLE SPEED. Pl1MPS (CONT'D Dimensions and Performance SuperFloe VS Performance Curves for Preset Speeds 100 — 90 F- T— i ! • 11 80 •• I t • f r ••' f 60 , I , COso a 1 I , I G _ i I ♦ -! 30 i 20 ♦ Quids Gean/3450 RPM (230V Only} 10 Speed 1/3000 RPMI H ! (110/230V) Speed 2/1400 RPM, Spm (2200 RPM Quirk dean/3450 RPM 0 (130/230V} (110/231 V} (110V Onir) 0 10 20 30 40 50 60-. 701�j 80 90 100 110 1,20 Volumetric Plow Rate in Gallons Per Minute �y _ 10,07 9.33 I ;255.7 ' 237: 4 F i � ; j i titi21 All, 10.62 rT 12.52 7.71 269.7 j f I! _ _318. t `.r { I ! r p i ._. . ;0.73 - 14.26 221.7 .362.31 9.00 228.7: y .1 . 7.74 6.32 i '1966. 1605; See page 504 for replacement parts. Clean & Clear° Filters: Fiberglass Reinforced Polypropylene Tank Featured Highlights .• NSF listed , •.Urnoiie�eobnectibris _ t, - Jixteglra 'continuous`High Flow?"interna{a1r refisf*. �.;. Chemical resistant tanit body_ l.ocsprang=loaded safety latches Conefess�cartridge for::easy cleaning'. s' High:Floyyananuai air;.relief valve in drain and`wash.out Single piece-base and body-design Clean&Clear Filter The Clean&Clear®Filter features a chemical resistant tank with no-tool servicing and a coreless cartridge for easier cleaning.All models are equipped with easy spin-on unions for plumbing hook ups.These filters are NSF listed,and are available in 50,75, 100, 150,and 200 square foot sizes. Ordering In �! � Information R <<7 E�feGtlV:e ROW FIOW'�*"W" T �� r '•z.yu.�,. x?�ct? �"{`?2'„„J Product1'pded Fittraaon Rate' (GPM s ? T Girton •#:r u?_.. ►m?'��9 GPM Res) Gomea��. 8Ho}trr t0 dour "? 'SIV fttfs) CLEAN&CLEAR FILTER 160314 CC 50 50 i0 19 24,000 30,000 36;000 1 15 160316 CC1100 t t00 100 38 48,000 60,000 72,000 1 V 33 1.64317 CC ISb> k50 Ir50 ;z SSS ' � 160318 CC 200 200 150 75 72,000 90,000 108000 I y35 One GPM per sq.ft.shown recommended flow rate S GPM per sq.ft. 2 Commercial rate is a maxirmm of.375 GPM per sq.ft of filter area. Dimensions and Performance Clearance to remove filter Module NSF. Listed $ Dimenaton Table Note:Actual system flow will depend on plumbing size Model I ADim. I BDim. and other system components. A 160314 18' 30' Note:Pentair Pool Products does not recommend 16o3ts 160316 25-4f2' 39' flow rates above 150 GPM. 33' 61' 1e0317 40-121 Te, ''Integrated continuous High Flow internal air relief is tG0316 40 t2• �6• operational only when there Is unobstructed flow in the circulating system. 1 s-1121n. Dimensions See page 349 for replacement parts. Waterway Technical Bulletin:VG82008 y U� 2008 640-231 x V 8"Anti-Entrapment Main Drain Cover and Frame It 46 Waterway main drain covers are compliant with the Virginia Graeme-Baker Pool and Spa Safety Act(ASME/ANSI Al 12.19.8-2007)and are UL Certified. E They are designed for single or multiple drain use.This drain cover assembly includes frame and stainless steel screws with brass inserts.Packed 25 per case. " The Waterway 640-231 x V series covers and frames are available in: ❑ White ❑ Bone ! Black ❑ Gray ® Dark Gray I1 Beige 8 Dark Blue Model No. Description Size Total Open Area loor Flow Rate Wall Flow Rate Flow Rate GPM Square Inches GPM GPM @ 1 S ft/sec 640-231 x V Anti-Vortex 8" 11.83 ( 100 @ 2.27 ft/sec 64 @ 1.73 ft/sec 55 08.650 ' Pom4'o De-W- 07.624 eurW- 07 624 819-00051 #8 Stainless Steel Screw-32 x?i,6 642-215xV 8"Anti-Vortex Drain Cover 7.000 ¢ 642-214x 8"Anti-Vortex Drain Frame 819-DD051 d � Y07 ®®Q 642 215xV Q 7® 4i® ®` O ®® ®0 0j� ®�'�'wrr�soe,o.�.o. 1 i ¢ 1010010' Q ®® w ®8 .300 %0 ® ® 642.214x ck !0+0 +°A,,* .470 .975 .800 ae s�„e rrs LIF TM ©2009 Waterway Plastics-2200 Sturgis Road,Oxnard,CA 93030-Ph.805-981-0262•waterway@waterwayplastics.com-www.waterwayplastics.com 807-0081.0309 Doc # 2019057662 , OR BK 18718 Page 1912 , Number Pages : 1 , Recorded 03/14/2019 12 : 11 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10. 00 f -� _'0— f--'C)C) 7 I ax Folio No. State of Florida County of Duval To Whom It May Concern: The undersigned hereby informs you that improvements will be made to certain real property,and in accordance with Section 713 of the Florida Statutes,the following information is 9 tate in this AOTT ICE O BEACH COMMENI2 LOTEMEN(EX S 10FT IN 2ND ST)BLK 4 T. Legal Description of property being improved: Address of property being improved: 353 2ND ST ATLANTIC BEACH,FL 32233 General description of improvements: IN-GROUND Sv19i,4k(IING POOL Owner. KEITH AND JOANN JOHNSON Address:383 2ND ST A.TL.ANTIc BEACH,FL 32233 Owner's interest in site of the improvement: RESIDENCE Fee Simple Taieholder(if other than owner): Name: ontractor. EPIC POOLS&HARDSCAPE CONSTRUCTION,INC. J Address: 3W 3RD STREET SOUTH,#123 JACKSONVILLE BEACH,FL 32250 Telephone No.: 904-417-5100 Fax No: WA Surety(if any) Amount of Band$ Address: Telephone No: Fax No: Name and address of any person making a loan for the construction of the improvements Name: Address: Phone No: Fax No: Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may be served:Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienors Notice as provided in Section 713.06(2)(b),Florida Statues. (Fill in at Owners option) Name: Address: Telephone No: Fax No: Expiration date of Notice of commencement(the expiration date is one(1)year from the date of recording unless a different date is specified): THIS SPACE FOR RECORDER'S USE ONLY OWNER Date: Signed: Before me this da/of vS� in the Count I of Duval,State Of Florida,has personally appeared OL Notary Public at Large,State ofLioricla,Cou of Duval- my commission expires: Personally Known: ° :._ 74 Produced Identification: aoidk Tm Troy Fa'n ln.r .8003 70' • Epic Pools & Hardscape Construction, Inc. JOHNSON CPC# 1457438 3948 3rd Street South Jacksonville Bch, FL 32250 Johnson, Keith & Joann (P) 904-417-5100 3532 nd Street Email: info@epicpool.com Atlantic Beach, FL 32233 36 ft. I POOL: 341 SF / 74 LF Light Deck: 869 SF 251ftt4 in' in. \16.ume: tofooc)5el5 �CJ(Zt lO VEIZ, 's AOCZ3 -rs +4-' Equipment: Screen Enclosure 3 - Pentair✓`u�flo 1 1/2 hp VS Pump (Almond) - Pentair CC200 Cartridge Filter - Pentair Intelliconect Controller 1 - Pentair LED Color Light Umbrella 1 — Pentair IC-20 Salt System Sleeve 1 '/4" Pavers Plumbing Pool: 1 1 — Skimmer Screen 3 — Returns Door Screen 1 — Cleaner (Pressure) Door 1 — Dual Main Drains Deck: 36 ft. 1 1/4" Pavers 3 Safety: RESIDENCE EQ - Fence, Window & Door Alarms - Pool Shell - 8" Relocation of AC existing AC units --------- ---- -- ACJ N1�1✓ ���v{ G BOUNDARY �U � JOHNSON 1 Epic Pools& Hardscape = I j Construction, Inc. CPC# 1457438 ^�_�-;�:�� Johnson, Keith & Joann 3948 3 rd Street South 353 2"d Street Jacksonville Bch FL 32250 Atlantic Beach, FL 32233 (P)904-417-5100 Email: info@ epicpool com - POOL: 341 SF !74 LF _ -- -� N 83'47'53" E _._75.16' (MEASURED) Deck: 869 SF � ! I t , I ue. in j t D < 1 `�� Dt� w r iQ „-Pa— 00 - ; ---- i fi i • RESIDENCE � ' I I < 1 i I AG wrp.cnr i 1 u LAJ - c 8,:.'.38'22' W 115.11' (MEASURED) - ! i - Flay T hompsol-� SURVEYihdG, Inc. I aIC#rb - FGoirrg the, DISTANCE for Qitte artD il;sttlrcrtu, 11 r I ' :$_5 C3niversiry Bou{evar:bites; r ,` [;lF54{v,ig6 f=i011fl'c:a.?'t' 444 THIP,J STREET (r-hC"e'!90444,8-5';25 NE"WNE BEACH, FLOPIDA, 32266 ..:'i':., -"904)-247-5947 fAX (904'-247—308?p. : --- �-= I -- i i-AND S�JRVEYS G ONSTRUCTION SURWYS N - �__ UBD!VtSIONS —W--j