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1249 Beach Ave POOL18-0034 pool permitj L`lr s , it CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2. 0;;19% INSPECTION PHONE LINE 247-5814 SWIMMING POOL - SWIMMING POOL RESIDENTIAL MUST CALL BY 4PM FOR NEXT DAY INSPECTION: 247-5814 PERMIT INFORMATION: PERMIT NO: POOL18-0034 Description: Estimated Value: 105000 Issue Date: 10/1/2018 Expiration Date: 3/30/2019 PROPERTY ADDRESS: Address: 1249 BEACH AVE RE Number:170292 0000 PROPERTY OWNER: Name: BOENEKE DEMORY Address: 7093 OX BOW RD TALLAHASSEE, FL 32312 GENERAL CONTRACTOR INFORMATION: Name: Address: Phone: Name: POOLS BY JOHN CLARKSON, INC. Address: 600 ST JOHNS BLUFF RD QA JOHN S CLARKSON JACKSONVILLE, FL 32225 Phone: PERMIT INFORMATION: Please see attached conditions of approval. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. A notice of Commencement is only required for work exceeding an estimated value of 2,500. For HVAC work, a Notice of Commencement is only required when HVAC work exceeds and estimated value of$7,500. Permit Conditions Page 1 of 2 Enter Permit Number POOL18-0034 View Report 14 Q 1 of 1 p pd 41 100% Vi Find I Next hi- ( ,; kg Permit Conditions leo"City of Atlantic Beach it 9.;' Permit Number:POOL18-0034 Description: Applied:8/31/2018 Approved:9/ 20/2018 Site Address:1249 BEACH AVE Issued:10/1/2018 Finaled: City,State Zip Code:Atlantic Beach,Fl 32233 Status:ISSUED Applicant:<NONE> Parent Permit: Owner:BOENEKE DEMORY Parent Project:Contractor:<NONE> Details: LIST OF CONDITIONS SEQ REQUIRED .. SATISFY STATUS NO : ADDED DATE : DATE DATE TYPE DEPARTMENT : CONTACT:REMARKS : 1 9/11/2018 EROSION CONTROL INSTALLATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line(904-247- 5814)to request an Erosion and Sediment Control Inspection prior to start of construction. 2 9/11/2018 ON SITE RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site during construction. 3 9/11/2018 POOL WELLPOINT INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Pool Wellpoint(if used)must discharge into vegetated area 10 minimum from street or drainage feature(swale,structure or lagoon). A separate Pool Permit is required. 4 9/11/2018 ROLL OFF CONTAINER INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Roll off container company must be on City approved list(Advanced Disposal,Realco Recycling,Shapell"s,Inc.,Republic Services,Donovan Dumpsters). Container cannot be placed on City right-of-way. 5 9/11/2018 RIGHT OF WAY RESTORATION INFORMATIONAL PUBLIC WORKS Scott Williams Notes: http://atlanticbeach.trakit.net/trakit/DocumentViewer.aspx?&report=/Documents/PERMIT... 10/1/2018 Permit Conditions Page 2 of 2 Full right-of-way restoration,including sod,is required. 6 9/11/2018 CONSTRUCTION SITE INFORMATIONAL MANAGEMENT PUBLIC WORKS Scott Williams 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. 7 9/11/2018 RUNOFF INFORMATIONAL PUBLIC WORKS Scott Williams Notes: All runoff must remain on-site. Cannot raise lot elevation. 8 9/11/2018 PERVIOUS PAVERS INFORMATIONAL PUBLIC WORKS Scott Williams Notes: Pervious pavers must be used to receive 50%credit. Printed:Monday,01 October,2018 wwr 1 of 1 http://atlanticbeach.trakit.net/trakit/DocumentViewer.aspx?&report=/Documents/PERMIT... 10/1/2018 SrLvf , City of Atlantic Beach APPLICATION NUMBER 43 Building Department To be assigned by the Building Department.) 800 Seminole Road t)':-.,- Atlantic Beach, Florida 32233-5445 I4/ Phone(904) 247-5826 • Fax(904)247-5845 DRr QI E-mail: building-dept@coab.us Date routed: U/3 1/i City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 12.44q 13eari) De artment review required Ye No Buil . Applicant: TelOtS 0Jckn Ct&tkso ( Planning & Zonii Tree Administrator Project: 'Pb O L.-. Public Utilitie' Public 5atety 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: Irkir- oved. Denied. Not applicable Circle e.) Comments:OC BUILDING V PLANNING &ZONING Reviewed by:Date: 9' S 7 TREE ADMIN. Second Review: I 'Approved as revised. fDenie .Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. Denied. fNot applicable Comments: Reviewed by: Date: Revised 05/19/2017 7'A`«,".r Building Permit Application AUG3 1 u 18d 12/8/17 1 17 City of Atlantic Beach r 800 Seminole Road,Atlantic Beach,FL 32233 Q leo())Ave.. Phone:(904[))247-58 2 6 Fax:(904)247-5845 196°L1JobAddress: I 2y 1 leo()) A ,M bM 1/C Y d, 32133 Permit Number: 06311 Legal Description to'I )O'25 29E • 213 At(Acb, ch L0 S,(v(e{TEeeece RE# 1702gZ.474,cx) Valuation of Work(Replacement Cost)$ /0-c1 000 Heated/Cooled SF Non-Heated/Cooled Class of Work(Circle one): New Addition Alteration Repair Move Demo Pool Window/Door Use of existing/proposed structure(s)(Circle one): Commercial Residential If an existing structure,is a fire sprinkler system installed?(Circle one): Yes No N/A Submit a Tree Removal Permit Application if any trees are to be removed or Affidavit of No Tree Removal Describe in detailathe type of work to be performed: n(R(LU(1(i' S V i Pi iiit i r1 pa71 Florida Product Approval# for multiple products use product approval form Property Owner Information Name: J rnory Y Q&( Address: 709.3 OX Bo Fa• City Tct(ahR55cee State Pt Zip 5n(2. Phone E-Mail GI Q.fY1 O (1 s b e G10k-f0+^") Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company: ? 17 b`, SUhi),.., .,(AP^1tSUr1 Qualifying Agent: T.(,)11AQA ,KSCYN Address /J() 5A"• SII w 5 164 1(A IW'• N• City ,5Gl'I iwt" State pi Zip ,32&S— Office 32&S Office Phone got.' - 223-4USZ) Job Site/Contact Number 904- 221o. 34'5Co State Certification/Registration# CPC W 9598 E-Mail i`(°eP.n or' 6 pbje .cjr, Architect Name&Phone# Engineer's Name&Phone# Workers Compensation —PGly t hd.-yc O 3 <3 (-) 0 1 I 1 Exempt/Insurer/Lease Employees/Expiration Date Application is hereby made to obtain a permit to do the work and installations as indicated.I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulationg construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS,HEATERS,TANKS,and AIR CONDITIONERS,etc.NOTICE:In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts,state agencies,or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN F ANCING, CONSULT WITH YOUR LEN • R •R AN A •• ' 1EY =EFORE RECV I Signature of Owner or Agent)Signature of Contractor) including contractor) Si ed and sworn to(or affir d)before met s)7— day of 5': ed a d sworn to(or affirmed before this day of 2O1d , y ?i 6OFMCKe _ _•. .f 2s-7 by 2t 0 c. 6. Signature of Notary Signature of Notary) EBORAH WERLINGOR ersonall Kno ' .'"=a:''., DEBORAH WERLI NGPers ?/ 4''mmission # FF 936882 y - rip Commission # FF 936882x)Prod g• I. fiEa Produced!dent ea a Type of ecffrr : . • °eg, r7, "92D-o Type ofldentlficat: ",f if My Commission Expires bor 77. 1 9 e.r , 2019 NOTICE OF COMMENCEMENT State of p)ori da Tax Folio No. County of _'b(A VGI 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 oftheFloridaStatutes,the following infarmation is stated in this NOTICE OF COMMENC NT.Legal Description of property ung improved: /p-1 161 -2S - 29E . 213 anla c beachLvfs5,to ( < p{, ' ecc o/i '&5 7o-77) B k 51 Address of property being improved: 1249 )eoCh Ave , At loM-i c 3each, F1 32033 General description of improvements: I ngRotAnd 5 w I Alm j pool Owner: )=.e may 3oene*e Address: 7093 Ox Bow 'got .323j 2 Owner's interest in site of the improvement: Fee Simple Titleholder(if othier than owner): Name: Contractor: (coIS by Cvhn C l Girkson ,L Address: 1'(A) Si. Sns BIBILAPP '• A). SaCksorwilre, Pt 3 ts Telephone No.: 904-Z23-406Z) Fax No: 9O[.1- 223-0735 Surety(if any) Address: Amount of Bond$ T 1 lone No: Fax No: Name andaddress 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 beserved: Name: Address: Telephone No: Fax No: In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section713.06(2)(b),Florida Statues_ (Fill in at Owner's 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 isspecified): THIS SPACE FOR RECOPLOER'S USE ONLY OWNER Doc#2018206343,OR BK 18511 Page 1697, NumberPages:1 n c)Signed: Date:7 — Recorded 08/31/2018 10:17 AM, Before me this I / r day of [41.1 2.018 in the County of Duval,StateRONNIEFUSSELLCLERKCIRCUITCOURTDUVALOfFlorida,has personal y appeared COUNTY Notary Public.at'Large,State ofFlorida,County,ofDuval.RECORDING $10.00 My commission expires: 1-17-I 1 Personally Known: or Commission #i FF 936882 ifil My Commission Expires 1,,,, November 17, 2019 51-Lli--City of Atlantic Beach APPLICATION NUMBER Building Department To be assigned by the Building Department.) A •5 800 Seminole Road s1 Atlantic Beach, Florida 32233-5445 T iO L ( g--'603(7Phone(904)247-5826 • Fax(904) 247-5845 4011191- E-mail: building-dept@coab.us Date routed: E-73 r / J( i City web-site: http://www.coab.us 111 APPLICATION REVIEW AND TRACKING FORM Property Address: 129 1 13-eac.k Department review required Yes No rir3uil • Applicant: TOO S 101 John Cjaxkso Planning &Zonin TreeAimind straTor Project: 'Pd 0 L_. cP iis e r s Public Utilities Public safety Fire Services Review fee $ Dept Signature j Other Agency Review or Permit Required Review or Receipt DateofPermitVerifiedBy 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 VOGl e t/i 0(2 el eil 1- PLANNING &ZONING Reviewed by: Date: 7/8 TREE ADMIN. Second Review: A roved as revised.n pp I IDenied. I INot 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 s-='ir,,, TREE REMOVAL PERMIT APPLICATION 9 P'_City of Atlantic Beach r A J• epenCommunityDevelopmentDepartment FOR INTERNAL OFFICE USE ONLY 800 Seminole Road Atlantic Beach,FL 32233 iom)r p( P)904-247-5800 PERMIT# T OOU IS-033y INSTRUCTIONS Legacy Tree 25.00 1. Complete and sign this application. Single-/Two-Family Residential $125.00 2. Attach required exhibits as listed on application checklist. Multi Family Residential 250. 00 3. Contact the Community Development Department if you have questions. 4. Submit the completed application and all required exhibits,along with Commercial/Industrial 250.00 application fees to the Permits Desk at Atlantic Beach City Hall. Institutional/Other Non-Residential $250.00 SITE INFORMATION ADDRESS 12y 9 beach A-ve • RE# 17QZ2,.0c ov SUBDIVISION 03106 Ac101\4ic le..CACK BLOCK# 51 LOT# $ 140 (Ex()ERecd of I6057o-) APPLICANT INFORMATION NAME y-y Oeneke EMAIL ADDRESS 7113 o( SU..... +'\d. CITY Ta((hQssPe STATE F( ZIP CODE 33(2. PHONE# CELL# 0 OWNER LEGAL AUTHORIZED AGENT TREE REMOVAL PERMIT APPLICATION PACKAGE CHECKLIST PLEASE ATTACH THE FOLLOWING EXHIBITS: Additional information may be required,depending upon circumstances unique to individual applications EXHIBIT A(Option 1)-PROOF OF OWNERSHIP:Copy of Warranty Deed that verifies record of owner(Clerk of Courts) EXHIBIT A(Option 2)-LETTER OF AUTHORIZATION: Please complete if the applicant is not the owner E EXHIBIT B-TREE INVENTORY and TREE PROTECTION PLAN EXHIBIT C-TREE MITIGATION WORKSHEET EXHIBIT D-TREE MITIGATION PLAN N -tom ' A-0.6 LcvrAtJli- Fam es SITE PREPARATION CHECKLIST PLEASE PREPARE YOUR SITE AS FOLLOWS: Mark all trees identified for removal with RED or ORANGE flagging,paint or tape Mark all trees identified for preservation with BLUE or GREEN flagging,pain or tape Mark property corners with stakes or paint Barricade all trees to be preserved on the property at the dripline I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IN THIS APPLICATION IS CORRECT. I AGREE TO COMPLY WITH ALL PRO •IONS •'' H•PTER 23(P•OTECTION OF TREES AND NATURAL VEGETATION)AND ALL OTHER APPLICABLE CODES AND OR U i CES • T E CITY OF 'LANTIC BEACH. SI /ATURE OF^'PLICANT PRINTC' r ICAC DATE 0 -ti6 Y' 02 TREE REMOVAL PERMIT APPLICATION 03.01.2018 i rSi ,. ,fr CITY OF ATLANTIC BEACH 800 Seminole Road Atlantic Beach, Florida 32233 itar REVISION REQUEST/CORRECTIONS TO PLAN REVIEW COMMENTS Date 1` -, $-iff Revision to Issued Permit ' Corrections to Comments Permit#Th6 I I a- 0631 Project Address 1 2 4 1 Beatk Contractor/Contact Name ,o,/S 4/ J0L4. Phone Email Description of Proposed Revision/Corrections: Permit Fee Due $ 77joA5 — 71; Jam! rltr SIC , Additional Increase in Building Value$ Additional S.F. By signing below,I affirm the Revision is inclusive of the proposed changes. printed name) Signature of Contractor/Agent(Contractor must sign if increase in valuation) Date Office Use Only) Approved / Denied Not Applicable to Department Revision/Plan Review Comments Department Review Required: Building Planning & Zoning Reviewed By Tree Administrator Public Works Public Utilities b/ Public Safety Date Fire Services CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 904) 247-5800 Ui ZONING REVIEW COMMENTS Date: 9/7/2018 Permit#: POOL18-0034 Site Address: 1249 BEACH AVE Review Status: DENIED RF#: 170792 0000 Applicant:POOLS BY JOHN CLARKSON,-INC. Property Owner. BOENEKE DEMORY Email: Email: demorysb@aol.com Phone: 9042234050 Phone: THIS REVIEW IS ONE OF MULTIPLE DEPARTMENT REVIEWS. Revisions may not be submitted until ALL departments have completed their respective reviews. Revisions submitted MUST respond to EACH department review. Submittals that respond to only one or a few correction items will not be accepted. Correction Comments: Pool Equipment: Section 24- 83(c) prohibits A/C and other mechanical equipment within the 5 foot side yard setback when adjacent to the living area of the neighboring property. The pool equipment appears to be shown at 3 feet from the property line adjacent to a neighboring bedroom. Please revise accordingly. Brian Broedell Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding".The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud.The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending, all sheets with revisions shall be inserted into each set of drawings.The original sheets must be clearly marked "VOID" but are to be left within the set of drawings. Complete new sets of drawings will not be accepted.ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. SyLyf, City of Atlantic Beach APPLICATION NUMBER d A Building Department To be assigned by the Building Department.) Ti 800 Seminole Road O L( —003T5..... Atlantic Beach, Florida 32233-5445 l Phone(904)247-5826 • Fax(904) 247-5845 Q / so;t19r/ E-mail: building-dept@coab.us Date routed: U /3 1//i City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: 12- l Bead() Department review required Yes No 13uil - Applicant: I- POOls John Clarkso Planning &Zonin Tree&dmn strator Project: PPC)0 L._.. C Ji Public Utilities Public Safety Fire Services once atr 1/471": 00._ Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: ['Approved. Denied. Not applicable Circle one.) Comments: BUILDING P PLANNING &ZONING fli,Reviewed bye Date: TREE ADMIN. Second Review: roved as revised.Approved I Denied. Not applicable PUBLIC WORKS Comments: . PUBLIC UTILITIES lPUBLICSAFETYReviewedbj:/j/', ate: f/ /049 FIRE SERVICES Third Review: Approved as revised. ['Denied. I 'Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 S y,fJ fc' CITY OF ATLANTIC BEACH v Ss1 Department of Public Works cl.) c- r! 1200 Sandpiper Lane Atlantic Beach, FL 32233 fl il r 904) 247-5834 PUBLIC WORKS PLAN REVIEW COMMENTS Date: 9/11/ 18 Applicant:Pools by John Clarkson Permit#: POOL18-0034 Email: reception@pbic.com Review Status: DENIED Property Owner: Demory Boenke Site Address: 1249 Beach Avenue Email: demorysb@aol.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: J. Provide drainage plans showing site topography (flow arrows, etc.). Provide erosion and sediment control plans with installation details. Section 24-66(b) of the Land Development Regulations requires on-site storage for increased runoff if adding 400 sqft or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). Provide manufacture cut sheets for 50% credit on pervious pavers. 4 Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. APPROVEDyProvidescalablepooldeckplans, along with existing scalable plans. PUBLIC WORKS CONDITIONS OF APPROVAL: r--42-0)(The following comments will be printed on your permit as Conditions of Approval) Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. All runoff must remain on-site during construction. Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage feature (swale, structure or lagoon). A separate Pool Permit is required. Roll off container company must be on City approved list (Advanced Disposal, Realco Recycling, Shapell's, Inc., Republic Services, Donovan Dumpsters). Container cannot be placed on City right-of-way. Full right-of-way restoration, including sod, is required. 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. Pervious pavers must be used to receive 50%credit. Scott Williams, Public Works Director swilliams@coab.us/904-247-5834 Page 1 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL18-0034(Pools by John Clarkson).docx Resubmittal Notes: All revisions and changes shall clearly stand out from the rest of the drawing on the sheet as a revision by way of completely encircling the change with"clouding". The revision shall also be identified as to the sequence of revision by indicating a triangle with the revision sequence number within it and located adjacent to the cloud. The revision date and revision sequence number shall also be indicated in a conspicuous location in the title block for each sheet on which a revision for that sequence occurs. For projects still in the initial review stage and permit pending,all sheets with revisions shall be inserted into each set of drawings. The original sheets must be clearly marked"VOID"but are to be left within the set of drawings. Complete new sets of drawings will not be accepted. ADDITIONAL ITEMS MAY BE REQUIRED DEPENDING UPON NEW INFORMATION AND CLARITY OF FINAL PLANS SUBMITTED FOR REVIEW. Page 2 of 2 O:\Public Works\ADMIN\PLAN REVIEW COMMENTS\POOL18-0034(Pools by John Clarkson).docx 2-,•,:, 2.0. d+3 V 15` STEPS/r1PJ y.u<13.Z 7 Ch S RNTTK a5-';'' v 1 . <N i74, 17;, r 1 CK PAVERS` 0 r a ` s v y O g 01 2- STOR FRAME CO G1 fj LL' z o'a 5' 4 f`'R RESIDENCE #'2'49 x WPli33R0, y BrNFLOOR122 COMCRr' r+- uSTOJ l— ' 17188 U- 1.,:*I-F AME y._GSJ 1 7.7• "tCn.A b 14.8b w 49 C 14} tC( "A VERS SCREE',. CONCRE` f? W + ' 17.8]8 sF TOTAL ATE ACOA F NlSN 2. ib 3 4' K"71 FLOOR t5 JOO oC' 571;'f 5'T 4,009 A TOTAL o,TUNE of L.17 5 N2 SF t9PE 9F ' REA'EA 1 3 YLNG1 PI/NIWO MEAS OF Nt ft V 4 6)SF At06 9F v I 1 4'* 4 B .CX PLwm+G B7 0 F+i r. Ct 7, £ CK T V1 O e!SF 01 O Z164E j;„ " ZG t Qt6 fF of ExISTM. z,AREA 0 41 y T a.a. Lam_._ t W U C f1NCRF7f" fy({. 4 J f p Iy 2 6 I SI F-RI'I 01 fop(n,R.S PHIL SI I I1 L I'r.,I I1 rWING EXISTING IMPERVIOUS AREA W W KLf) n.w Z e Z r nr..ous.a.a.e+.. n....,..; u...c..._ , i i i.y<' TATE AREA`Y---- I Ilr ,.,(. 57:578.-" TOTAL WITNR! m t-_. _.--_____.. _Ngo— 5 - _- 1 BOLD OUTLINE Of p irj t-.. GENERAL MPERVO 5 AREA LESS 038 SF i _ I PLANTER-91-8 I IE LESS POOL- SBO I 1 t I t ` NEW MAIN I -_ ria.. 4.1.34.1,-,•- LESS PLANTER- 27134 HOUSE l a•PLANTER-109q'lr I.. • • sr 1 LESSSS PLAN ER«!2 h k At' sF S_}=Loa LESS PIANER i23 uu4 PiAIlTER 1 YY PORCH PLUS LI 03 5 1 r POOL i:107e,, 11.!]3 OTAI M' _ _ f N e I DECK 9. KAPERVIOII$MFA L.. EXCEEDS wa OF L e:' I° j TOTAL SITE AREA(ears) PORr'H r. BLT 6 LESS THAN 1 l T: EXISTING KREIAIOUS 4' 8' I et I AREA OF 11.8! 9 SF 11111 gL S ' ' s_: —-"-? 11 IMPERVIOUS w 1 PLN AREA I / ,101 CALCULATIONS LAWN 5 L. RNG n..•w TERRACE y. — n, TO REMAIN i2-01-17 Y SITE PLAN SHOWING PROPOSED IMPERVIOUS AREA AND DRAIN AGE PATTERN Oie OFFICE COPY Pools by John Clarkson an aquatech"builder v August 30, 2018 To Whom It May Concern: Home under construction with Grider Homes. Please reference the DEP stamped engineering plans on file for the general contractor, Grider Homes. Thank you, AaCY4.2)A (7\_)2/2)/.. _ Pools by John Clarkson 600 St. Johns Bluff Rd.N. Jacksonville,FL 32225 904-223-4050 REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC BEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: fill DATE: Pools by John Clarkson•600 St Johns Bluff Road N,Jacksonville,FL 32225•Phone(904) 223-4050•Fax(904)223-0735•CPC 009595;CPC 1457425•www.pbic.com C) LA O 5 4I&' ,1 TOP OF DECK 6•X 6" WATERLINE 1-R3REBARnowF. DEEP rntE DEEP i I-A3REBARBEAM 3.14 I'61.13 alr.'ii'-f p i j 1 1 1 1 1 1 1 1 1 1 1 1 1 1 I 1 t1o w I I 1 I L I I i: I+a'Il i I 1 1 wNwlom 1 1 1 1 1 Q111J til e 1 - 1- t 1 !I WALLS RC. flJiiØ 2 _. i i.. AND FLOOR IunmI/ulllsutu 'lR - If 1 lnnuinu miam IIOu uu0111 u____ I om I F s s Vny' II 1 I 11 I I B s j I{ I I I '1 I I .i illy a ->. > POOLS wail DEPTH OF 7'OR GREATER YIv( ` I `I 4 I I ( 1 m03REBARTOBEPLACEDATe'VERTICAL BARS BEGINNING AT 4'DEPTH AND EXTENDING f m RYABOVEANDBELOWCOVES.ALSO EXTENDING 6'ABOVE AND BELOW FLOOR BREAK 1_6^MW.3600 P.SA. 1"PLASTIC CONCRETE FLOOR J i MAIN DRAIN AND WALLS Irk , 11 P SECTION OF POOL ELEVATION O1/tr/(e4NOTTOSCALE r V/ (e SAMUEL LIBERATORE, PE 56740 300 ALTERNATE 19 N., SUITE A PALM HARBOR, FL 34683 727-442-8443 t i ,' iii J''-S a, The Association of 4 I" Pool&Spa Professionals' AMVIAPSNICC 15a ENERGY EFFICIENCY COVARIANCE-INFOAMA`r1ON FM 13ES1TfvvTIAL SW1AAs1AiN:s POO''J OJErT NAME: CONTRACTOR NAME !+ . `,+ 7- .. --.il.i i , ;i e T _J ' it i OG I t C r, yarao ADORF:SS " ANo Ao Rt ss: 5 1 a l gat 1\J - i _-.- G. T az 33 s.----------Aa a a)3 d v il OWNER: i CONTRACTOR PliONE 5 bt -D DATE: This information sheet was prepared by the APSP 15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals(APSP). It is not part of the American National Standard ANSI/APSP/ICC-15a 2011 but is included for information only.Contractors should acquire and comply with the ANSI/APSP/ICC-153 2011 standard which can be purchased at www.apsp.org. C i 1. §5,2.1:Calculated pool volume i a. Gallons: or 1.13 allaras b.Calculated Gallons:__(surface area)X average depth)X 7.48 (gal/ft"3) 2.§5.2. 1:Calculated filtration flow rate 2 gprn Pool volume:360 or 36gpm whichever is larger) 3.§5.5.1:Pipe sizing: I a.Minimum suction pipe diameter 13a. D. Inches I Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 2.) i F—` b.Minimum suction branch pipe diameter 3b. ainches ,— Calculate:Item 2.gpm)_Branch Pipes (quantity)=branch flow rate gnu)). 1 Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated I suction branch flow rate.) i c.Minimum return pipe diameter 13c. p inches 1 Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 2.) iI d.Minimum return branch pipe diameter i 3d. . inches 1 I— Calculate:Item 2.gpm)_Branch Pipes (quantity)=branch flow rate gpm). 1 Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated i return branch flow rate.) 1 4, §5.4.1:Filter type and size: i a.Filter type:(Cartridge, DE,Sand)4a.2„\LT-Qt+;CJS 1 i ,_____ b.Minimum filter area 4b. I lQ 0 sq.ft. —. Calculate:Item 2. gpm)_filter factor 013m/f02)) Filter factors:Cartridge41.375, Sand=15,Diatomaceous Earth=2 I f 1 I 5. §5,4.2:Backwash valve: Yes, Ido? 5. i f 1[-\ inches i'— When using a backwash valve,enter result of item 3c or 2 inches whichever is larger) i 1 i i Table 1 Pipe Stas! 1.5" 2" 2.5" 3" 3.5'_ 4" 5" _ 6". 44 Nominal GPM @ 6 fps 38 • 90 138 185 238 374 540 I Nominal GPM @ 8 fps 51 119 184 247 317 499 720 6.Single-speed pump selection(when used): j j 5.1. 1,5.3.1:For single-speed pumps with a total horsepower 0.99 or less,find and enter a compliant pump from the Pool Pump Database. i pump a. Pump model i 6a. I4J I 3 NIA selection b. Total horsepower 11 6b. T1 f 7.Multi-speed pump selection(when used): 1 5.3.2.1:Pools 17,000 gallons or less,select pump*from the database with a Curve A gpm flow equal to item 2 or less. r 5.3.2. 2:Pools 17,001 gallons or more,select pump*from the database with a Curve C gpm flow equal to item 2 or less. l i 1 Multi-speed pumps must have one speed listed that satisfies this requirement. 1 it a, Pump model I re. b.Pump flow i 7/b. .. . gpm' 1 — 5.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 1 10/21/14 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 f 4.4.1.2 Readily accessible on-off switch mounted outside of the heater Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,4.3. 1.3 or for pool with 60%of documented pool heating from on-site solar or recovered energy. 4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%,heat pump COP at least 4.0 v 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 V Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. 1A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe.l 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 In built-up connections,or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. f 10/ 21/14 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN Submerged Suction Outlet For use on Floor R3 Includes (1) SDX as 2nd point of suction VGB COMPUAN'r DEBRIS()PAIN MDX R3 is a listed suction outlet(certified by IAPMO) designed to Accept large debris and provide anti-entrapment protection. Proper installation requires the installation of the secondary drain - SDX (also listed by IAPMO). A, : , , COMPLIANT WITH: ASIMIE ;Virginia Graeme Baker Pool and Spa Safety Act w. i ASME A112.19.8-2007 ANSI/APSP-7 A112.19.8 i•'IAPMO Listed 2C07-USTF—B FLOW RATING FLOOR Zri.'" MDX R3 132 GPM C Velocity @ 132GPM= 1.294 fps LIFE-05 YEARS MDX R3&SDX PLACE OF MANUFACTURE: Paramount Pool&Spa Systems 295 E.Corporate Place Chandler,AZ 85225 USA 480) 893-7607 NAME OF THIRD PARTY LABORATORY:IAPMO R&T LAB TEST RECORD DOCUMENTATION: IAPMO R&T 5001 E.Philadelphia Street Ontario,CA 91761 909)472-4104 NOTE: MDX R3 and SDX must be installed in accordance with Paramount's written instruction manual, and in conformity with applicable Federal, State, Local and Swimming Pool Industry building and safety codes. s Paramou nt roct Lift.Si a4`ia 1. CERTIFICATE OF CONFORMITY v p SDX HIGH FLOW SAFETY DRAIN Submerged Suction Outlet i;( For Single or Multiple Drain Use HIGH FLOW SAFETY DRAIN For Use on Wall and Floor No Sump Required The SDX High Flow Safety Drain is a 10" diameter frame and grate or RETRO bulkhead style drain fitting. It includes a back plate and cover that is affixed to a frame, a bulkhead or an existing drain sump. SDX Retro replaces most existing drain covers up to 10" in diameter. HIGH FLOW SAFETY DRAIN cerCo ,, COMPLIANT WITH: ASME ` Virginia Graeme Baker Pool and Spa Safety Act I J ASME A112.19.8-2007 ANSI/APSP-7 A112.19.8/ IAPMO Listed FLOW RATING FLOOR WALL One SDX or SDX Retro 200 GPM 192 GPM Square Inches of opening=43.201 sq. inchesJ.,§ Velocity @ 200 GPM = 1.485 fps LIFE-05 YEARS PLACE OF MANUFACTURE:Paramount Pool&Spa Systems 295 E.Corporate Place Chandler,AZ 85225 USA 480)893-7607 NAME OF THIRD PARTY LABORATORY:IAPMO R&T LAB TEST RECORD DOCUMENTATION: IAPMO R&T 5001 E.Philadelphia Street Ontario,CA 91761 909)472-4104 NOTE: Suction Safety Standards require that drain grates used to cover sumps must have the suc- tion pipe cut at least 1.5 times the pipe diameter behind the drain cover. There is no sump require- ment for SDX because the patented design provides uniform suction regardless of pipe location. However, if the pipe is too close to the back of the cover, it may restrict water flow to the pump, po- tentially reducing hydraulic efficiency, but this does not pose a suction safety hazard. This Product must be installed in accordance with all applicable Federal, State and Local Codes. Hramount; 8R 1!0 COPY HYDRAULICS DESIGN FOR PARAMOUNT IN-FLOOR SYSTEMS. Paramount makes systems that operate and 40 to 45 gpm and 60 to 65 gpm and the gpmofthesystemwillbelistedonthedrawingfromParamount. If Paramount main drains are used: MDX2 is GVB approved and rated at a maximum flow of 90 gpm at less than 1.5 ft. persecond, and is less than 1 ft. of head loss at that flow rate. SDX is GVB approved and rated at a maximum flow of 200 gpm on the floor and 192 gpm on the wall at less than 1.5 ft. per second and is 3 ft of head loss at that flow rate. When used as the second safety drain to our MDX2 at 90 gpm it is rated at less than 1 ft.of head loss. The Paramount water valve has around 10 ft. of head loss at 65 gpm. (NOT COUNTINGANYPIPEORFITTINGS). NOTE; ON POOLS WITH 9 OR 12 PORT SYSTEMS THE HEAD LOSS THRU THOSE VALVES WOULD BE 20 FT. OF HD. NOTCOUNTINGPIPEANDFITTINGS. The nozzle loss of each circuit on the water valve (NOT COUNTING ANY PIPE ORFITTINGS)is 25 feet of head. EACH CIRCUIT (NOT INCLUDING PIPE AND FITTINGS WILL BE AROUND 35 FEET OF HEAD LOSS EVEN IF THE SYSTEM IS 40 GPM OR 65 GPM BECAUSE OF THE LOSS IN THE WATER VALVE AND THE PRESSURE AT THE NOZZLE NEEDING TO BE 10 PSI FOR MAXIMUM CLEANING DISTANCE . ON A SINGLE PUMP SYSTEM YOU MUST ADD IN THE POOL EQUIPMENT LOSS, ALL PIPE AND FITTING LOSS AND AN EXTRA 15 FEET OF HEAD LOSS ALLOWING FOR THE PROPER FLOW AT THE NOZZLES WHEN THE FILTER 1SDIRTY. On a booster pump cleaning system YOU WILL NOT HAVE TO ADD THE 15 FT. OF HD. FOR A DIRTY FILTER AND NO EQUIPMENT HD LOSS WILL BE ADDED. Just the pipe and fittings must be added. Technical Specifications ePump"' Variable Speed Pumps c J-7- Pro/Series Tr11. by ZODIACS 341/f 11% 11 f = I ammo ism 16W off grillr 1 N 11 t j I10/" k I IMIMP i N-----\12!„,,N.j1Wartifi --" 1..: Fes-__ 9" ] 143/a" — NSF Center Holes, Front Edge of Union to to Center Center of Bolt Holes Part No. Description HP Replacement Motor Guide JEP1.5 ePump Variable Speed Pump 1.5 HP Pump Model A.O.Smith/Century JEP2.0 ePump Variable Speed Pump 2.0 HP JEP2.0 M48A40D58 JEP1.5 M48A42D58 ePump Specifications Full Rated Pumps Model No. HP Voltage Watts Pipe Size Carton Weight Overall Length JEP1.5 0.25-2.2 208-230VAC 2,100 W 2'/2-3" 71.5 lbs. 341/4" JEP2.0 0.25-2.7 208-230VAC 2,300 W 21/2-3" 71.5 lbs. 34'/a" When installing the pump, leave a minimum of 2 ft.of clearance above the pump for removal of strainer basket. Recommended Minimum Wire Size For ePump Series Pumps* Distance from Sub-panel 0-50 Feet 50-100 Feet 100-150 Feet 150-200 Feet Branch Fuse AMPS Voltage Voltage Voltage VoltaModelClass:CC, G, H,J, K, RK,org 9 ge 230 VAC 208-230 VAC 208-230 VAC 208-230 VAC 208-230 VAC JEP2.0 20A 12 10 8 6 JEP1.5 20A 12 10 8 6 Assumes three (3)copper conductors in a buried conduit and 3%maximum voltage loss in branch circuit.All National Electrical Code NEC) and local codes must be followed.Table shows minimum wire size and branch fuse recommendations for typical installation per NEC. www.ZodiacPoolSystems.com JEP Performance Curves 120 110 ON 100 w- 90 O a 80 C Li- 70 ail d 60 50 V JEP-2.0 HP,3450 RPM 40 JEP-1.5 HP,3450 RPM c A 30 Q• JEP-2.0 HP JEP-2.0 HP,3000 RPM 2400 RPM JEP-1.5 HP,3000 RPM f 20 HP 1500 RPM 10 JEP-2.0HP - JEP-1.5 HP JEP-1.5 HP,2400 RPM 600 RPM JEP-1.5 HP 1111 600 RPM 1500 RPM 0 0 10 20 30 40 50 60 70 80 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow GPM 2011 Zodiac Pool Systems, Inc.SA6219 0611 ZODIAC°is a registered trademark of Zodiac International.S.A.S.U..used under license. Tan Technical Specifications ov. CV/CL Series Filters c---€1----- Pro Series by ZODIAC'e 4 1ry . q{ c. tt 14: orf II 1 Y} yc e d 7 a • d . nY ar Cr 4,4,,` , '''-, p ` E,i tiaS qvv ` Ida y ki F 1l- , NSF,[p S k e. Part No. Description Size Part No. Description Size CV340 CV Cartridge Filter 340 Sq. Ft.CL340 CL Cartridge Filter 340 Sq. Ft. CV460 CV Cartridge Filter 460 Sq. Ft.CL460 CL Cartridge Filter 460 Sq. Ft. CV580 CV Cartridge Filter 580 Sq. Ft.CL580 CL Cartridge Filter 580 Sq. Ft. CV/CL Filter Head Loss Curves 28 26 24 12 22 20 10 18 Design 16 8 Design Head 14 s Pressure Loss 1210 6 Drop ft head) psi) 8 4 6 4 2 2 0 0 0 30 60 90 120 150 CL340 CV340 Flow Rate(gpm) CL460 CV460 CL580 CV580 www.ZodiacPoolSystems.com Technical Specifications jCS Series Filters 7 Pro Series by ZODIAC' 0 ift- ,, . .„ 14'/; jig l- x if IIIIII11111 II ii ti t*a 14- s s s a 3 1Ia w a' '. vr.4-!-' 3/' Part No. Description Size Specifications and Dimensions,CS Series Fiters CS100 CS Cartridge Filter 100 Sq. Ft. Model No. CS100 CS150 cs200 CS250 Filter Area 100 ft2 150 ftz 200 ft2 250 ft2 CS150 CS Cartridge Filter 150 Sq. Ft. Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 CS200 CS Cartridge Filter 200 Sq. Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Filter 250 Sq. Ft. six(6)Hour 36,000 45,000 gal- 45,000 45,000 gal- Capacity gallons Ions gallons Ions CS Filter Head Loss Curves Eight(8)Hour 48,000 60,000 gal- 60,000 60,000 gal- Capacity gallons Ions gallons Ions Normal Start Up• J 6-15 psi 6-15 psi 6-15 psi 6-15 psi Pressure Max.Workinga 50 psi 50 psi 50 psi 50 psi Pressure Design 6 Design Cartridges1 psi) Shipping Weight1 1 1 Head Pressure Required Loss 2 Drop ft head) 28 lbs. 28 lbs. 34 lbs.36 lbs. 4 Height(`A') 32W 32W 42W 42W 1 2 ---' —{---o 0 0 o 30 60 90 120 CS150 Flow Rate(gpm) CS200 CS250 cs100 www.ZodiacPoolSystems.com 2011 Zodiac Pool Systems,Inc.SA6259 0611 ZODIAC®is a registered trademark of Zodiac International,S.A.S.U.,used under license. 9/24/2015 Jxi Heater Find a Dealer(http://www.zodiac.com/en/united-states/find/dealer-locator) DESCRIPTION SPECIFICATIONS/TECHNICAL DETAILS Technical Details Corrosion-resistant stainless steel header bar for extreme heat exchanger durability. Venturi-driven air and gas mix for enhanced performance. Reliable, balanced flow and temperature control with thermal regulator valve. Differentiated limit switches meet applicable product safety standards. Corrosion-resistant temperature sensors for reliable operation. Specifications Model Firing Heater Vent Depth Height Weight Min. Max.Number Rate Width Diameter GPM GPM JX1200** 200K 22.9" 6" (15cm) 22.1" 26.5" 117 lbs* 20 120 BTU JXi260 260K 22.9" 7" (18cm) 22.1" 26.5" 120 lbs 25 120 BTU JXi400 399K 22.9" 8" (20cm) 22.1" 26.5" 126 lbs 40 120 BTU Actual weight may vary. Available Summer 2015 MODELS PARTS FAQS BROCHURES & MANUALS h ;yam a r,.r i sera COPY Page 18 Jandy'Pro Series,JXi"Gas-Fired Pool&Spa Heater I Installation&Operation Manual lxi 400K btu —lxi 260K btu NOTE: Head Loss Data for Models 200 and 330: TBD 30 28 - - 12 26 24 - 22 10 20 N CA Ci) 18 8 Q f 16 OL 14 - 6 e t 12 C 10 8 4 d q 2 '(n al 2 - o 0 10 20 30 40 50 60 70 80 90 100 110 120 130 Flow Rate (gpm) Figure 14. Head Loss Chart 5.3 Plumbing Connections The heater has a standard 2 inch water header and couplingdesignWiththisfeature,only nominal two inch PVC or CPVC may be connected to the heater. However,by installing the appropriate pipe adapters and two(2)short pieces of two-inch plastic pipe(supplied by the installer), any size existing pipe may be fitted to the heater. SWEEP ELBOW SWEEP Optional Water Inlet Piping provided)ELBOW I i I,The eater inlet can be piped in one of two possible w configurations. The heater comes with a Zodiacs Sweep Elbow for increased hydraulic performance and III efficiency.The sweep elbow also provides the advantage of its exclusive interface with the Zodiac AquaLink`- RS Ir"temperature sensor. The sweep elbow may be installed in n II L t the top inlet connection,and the cap and plug with 0-ring I I installed to close off the unused side port(see Figure 15) This configuration may be preferred for Versa Plumbs Figure 15. Top Inlet Piping Using the Versa Plumbpipingtomatingcomponents Sweep Elbow 1/15/2048• Poolguard Alarms-pool alarm,door alarm,gate alarm,pool safety,child safety HOME ICONTACT USIBUY POOLGUARD JPRODUCT MANUALS IWARRANTY REGISTRATION ilvER WARNING O.f Read Before pooIguardE2 l You Buy ova. sa y Poolguard Alarms: INGROUND POOL ALARM -MODEL PGRM-2 Pool Alarm—Model PGRM-2 Pool Alarm—Model PGRM-SB Gate Alarm Door Alarms - NEW NSF)"NSF Certified to ASTM F 2208-08" Door Alarm-DAPT-2 l • I Sounds in 7 seconds) Door Alarm-DAPT-WT Model PGRM-2 Installation VideoSoundsimmediately) i3, Other Information: Contact Us Buy Poolquard Product Manuals 4` PDOt. News From Poolquard r -' i a. As Well As the states of CA, Warranty Registration C and TN Model PGRM-2 Installation Video T, FL, Model PGRM-SB Installation Video 6.•-' Detects Intruders Sits on Deck 7,7.7:p 4 •Battery Powered r JI i i:J' srf xi w g Low Battery Indicator f } New Sensing Technology s " f r _., Easy to Use Ft Completely Portable Automatic Reset Affordable Price Important Safety Feature In House Remote Receiver Horns are 85 dB at 10 feet POOLGUARD/PBM INDUSTRIES, INC.has been manufacturing pool alarms,door alarms, and gate alarms since 1982.All Poolguard products are proudly Made in the USA. Poolguard Pool Alarms were tested and"Top Rated"by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and Certified by NSF International to the ASTM Standard Safety Specification for Residential Pool Alarms,ASTM F 2208-08. POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEW Microprocessor Technology 3 Year Warranty http://www.poolguard.com/inground.asp 1/2 a a si53- nning Vcoi Energy Efficiency Compliance informatio I.Jet, 1 Hole ripe odes: NOTE:These Requirements Apply ONLY to the Filtration Pump Starch Pipfrg fo be frch to keep"fixity 6iity9fpsmax.at ` Truck,Sklmn r?s J 9PT";Sis,em Flow Rats. Lu i/P pf i-21 Suction Piping o be itch to keepvelocity aFlowCalcufattonsgttyL g fps max,at la t,gpm Sysl=m Flew PaC:-.)r Rehm Piping to bPoolwatervolume360= a. itch to keep vetccHy fps m3a at gpm System Row Rate.gpm-fhls is the caiculat_. '.w rate A iiNote:for pools under 13,01 gala.the calculated flow rate or 33 .: whichever is greater=the filtration flow rate i is there an Atrxifiaty toad on the filtration pump? -.No Pump Selection as Listed on Curve A ore)(circle one)1 If so,what is the calculated auxiliary flo - eaa f: gpmFiltration tan Flow -. a low speed) 1I pump - - ` 2 F_220A.a Maximum Flow Rate gpm P • ) gpm Q rpm. I p INinimu t, ction side plra size Q 6 fps in. Minimum suction sada branch pipe size 6 Main Drain Cover At nnyGP S fps In. i1 Delermirs the PI1 mher and T a of Rs eked In Pleat Suellen Outlet:I,ILk tPelrurnreturnsidepipesizeQ8fpsIn. Minimum return side branch i e size 8 s f -Dr, andA4'I pipe Q fp In. Check an thal appFj. P G:....tl at 1.',' n+ 0 M suction ouyr'S 7,Determine Filter 5ks:JTT Y 3'• 21 1 1](.I y I 1 ;eZ Spm max.flew r n 3 I suction outletsFIR .Factrxa(GPM/SF):__ Csrtddge(0.315) I IDE(2.6)I Sand(15) gm max.Qow 111 I Cl I charnel drain @ gpm vil Nits I Filter Size: lP _t (73e-Flat IEDx 7:..1 I IF rt eau;y; Tote3 Head in Feel Cohn rs on Chart. Roriand FrlcQonLoss Per FootpumpControlsInchesMarrurVacuiunGauge)Schsehile 40 PVC Pipe Fill etion pump has no auxiliary load-s_. 0 2 4 5 a 111 IS 14 ,e w v.kay-r>Iras««aa/ and time clock II 0 5 23 v 23 £0" •113 tae Ise " 131 313 1--- a pa arm tat.Fidtratlon pump with auxiliaryo 113 >tl v.a tea iaa 11I r34 zT * taaan am, 1i n nz7. • x3 t USantralmodelforlowspeeddefaultwithin24hr.2 43 53 at 142 ilr• .tss" tat '27.4 727 mean IW3 m;a a1r az m ear3 -09. 92 115 ill 120 1a1 { 313. 253 213 T Begprl 47B 9:7Fm- 0.10' 137gpm 4164tl2113 ' 113' 1aD tai 715 123 25.1 91 143 ' 1S • :63,m 473 •inga° •eD7.. tea gnl 417fHeaterModel ii • 6 11.5 113 lei 12.3 143- .2za 75.1'' 2rA 298 313- T 1129P • 1 141$a- oDr won LIG' I' i Gas Heats 6 .t39 141 142 742 z24 .75.2 1T. i 291 all 213 4. 2'40x40 027 31396, aa3 331.,'"4 63TIclencyratingNoPilotLight) 7 tez tea 7oi tic( Xi12 7rs, rix am 5u ass a 3ar7on oDz r127pn mom.Heat -ump efficiency C.O.P.a 1113 171 237 as :as ase no aa3 Sae eaa I If 9 3a& il! zss gra $1a 321 343 362 389 4LTto .:13.1 ssa VA 17s.' 321: ,54.2. ear ' 333 at2 all ICH Calculation Options I 1t : 75.4' Z7.T 243 521 au 3111 WA 412 433'aaa per tarp121LT363az34-3 363 era 413 435- 453 421 a •-Chedc one. jj 17 303 37,2" 343 43 33.t 447: '$le 453 43.1 - 57.1u. ai a 34:333 aaa ..yta .ua .as3. ae2 " 3I4 sa T Sunplifled Total U/narruc Nead(STDH} c,4. 98' m. 34437:33° 3 4.a 302 "4:1:314 ,..231 .489. aaa 473 ezr ei7 ' ' Complete STDH 4VinaL65-FiX(In all blanks.Datsrmfnasirrr,ilgd'fDH: ANSI 5 :ANSI 7 roi7;3iancn?Work Sheet a 1a. 'n,6 au 413 all aaa `-aaa ala sxa sea 6x7q .n 39.3 aI3 432 421 aaa atla" axe t 67.3 Total Dynan lc Head(i DHiI1. p(;tance from pool is pump in feet is 416 aaa aet A. .59s .axe as1 era la1T 6u Corlipiets Program or aQ sr talcs.Fill in raitr sd tlardca cndio23.4 .283 aea 11. 7' x73 eel -AA B2 azo era2. Hello kiss Tn Irikn plf s)in 0 vrol'asheet&attach cakaulatioaa.k rh s per 1 it. 20 eas . ass 4i at3. ssz a7s s33 azo eta 633pipF@9pmvhon }r 2i az doe ail 557. 7a 1121- ezt 627 sea 712 Pdaximum Ftav Capac ig, FricQcn AS3(nn P.tl.171 pipe)to pips•P'';iklcr crr:e s d!ar!j zz sr3 s3a s9a a3 ° '42.1• ea a e s a s "712 of the ra.t or reIAe emert pzrp.i kchpf"p11ft J p 23. s7.t Sia .e?/ 1123 ES".44.4_.ar sea711Tis1gp'•n- a V t (from p'pa kw/friction lora Chart) 27 69.3 era ea] 615 eas aa] 64. Tri 733 Tse73Jsr.e aaa" ez3 ' its di. at Tta 733 753 ret it r ___._ as t7.1 .._623 ala 613 all 11A- 739 753 Tat e0.a ji IGH in Prrg: I n 37.4 643 663 ' 631 714 r3l Tae 7 3os - 427 E f 11a - 641 633 92 _ 71.5 73.1 760. Tat 635 a?$ 897 It j u'd71 0{Dstern ina 5La1eE f TDH ,- 73 ern eta 715 Tai . 762 791 eas rs 115.1 273 J i H'aili!e.?t lca3inTDit 37 1137 -7f3 Tea at 793 833 '623 ei1 37.4 23.3 f C-y4. _ x tl O 2_1217_ 31. -Ttia TJ3 71.1 3.a bJ.T 051- era . 671 no peer!dTtei IFtd 1,3ay12 i f:(iG3'c53 32 119 732 Tea 501 83 232_973 837 12.7 tll.)t i) fiiwia 33 Tet Tay eaT 83i 247 r:::1 .e5 u res ars sea" vee sa 3 as t 0 373 23.1 'u59 Qr3 P,1! pafi cl tr r;+i !Fite 3.•j1Adr'.} 1b541 s5 39.4 893 at eu ne 617 eiNei1....1,'iar33(f i•{t: e. 63.1 BSA. 675 833 - a?2 44A 1161 X159 1672c biro ming Fool Energy Eflic -n,e Compliance Information Leteti rVie ripe sees:NOTE:These Requirements Apply ONLYP, Y Y to the Filtration Pump i Branch Piping m be T itch to keep yak:cityIty g 6 fps 513,,at Tmr r,Skimmer$ Spm Sytem Flan Rata.Aftf3l/APSP/IC•C-1s 21)21 0 Suction Piping to be 3 itch to keepvela:* Row Cafculatfons L g fps max at 1 Si gpm System Ficw Rata. Pool water volume. r Re-m Piping to be qz +360=3 kith to keep veicoly @ V fps ma4.at 1 Qk gpm System Flow flats.gprn-this is the catculat-• -•w rata VLLNote:for pools under 13,Oirp gale.the calculated flow rate or 3u^ •Whichever is greater=the filtration flow rate L... Is there an Auxtllaty load on the filtration pump? =s g pm No Pump Selection as Listed on Curve A or C (circle one)0 If so,what is the calculated auxiliary fl• - s ii IIFdrafonpump 2aiaximumFlow Rate gpm Flow PIIlowspeed) gpm 0 rpm.II Minimum ,ion side pipe Ipp_size.Q 6 fps in. Minimum suction side branch pipe size 6 Mein Drain Cover p p 8 fps In. i Determine tits climber and Type of Bemired in-Floor Sudan Outlet: rtx4dl Mini m tau;n side pipe size©8 fps In. Minimum return side branch pipe size @ 8 fps In. Fv7heckellthatapply. 3'- ©° 2 I fj-Dx I suction outletsOet>rmtne Alta-Ski: i t Vc h I--1 1( gpm max.flew r )',cam t 1 n ® o 0 3 1 1 suction outlets itpita-FE:tor3(GHNSF): b'!artdgds 0,315 D E 2.6 gpm: flora 11 1 ( 1 I Charnel draft gpm rel I J polka FdLer Sf_e: ParF4a i1Fdz7a1 tF23<a ,ro It TJ Head Ii!FeetCo rsio Chart. FlorlandFrfctienLossPerFootPumpControlsInchesi4(arcur/(Vacui4ri GaUge) Sctiadirle 40 PVC PipeI024 • I a to 12 re. IS 13 WW2/Fe4 FtSxandFiltrationpumphasnoauxlllenjload-st-•• d time clock 0 °a u 83 52 tri tea 163 ta, 513 t t a. ery ted,Rltratlon pump with auxiliary los.II t se. as e.5 sr v,4 133 134 1a1 xi4 LI i r 15gpri. air tip, UV. 02151 c. esiry f ontrol model for low speed default within 24 hr. I-2 es 59 tt 1u 117 mea 152 22.4 227 2E0213 oaa s9 air 5z extae5- u its ta7 tea CBs a° zu. a n3 are azxm aka tmytm acs4113113- 15D 113 1a.5 22a 25.1 >73 29.5 ' ss-.', lagan 475itipaa -aeq 145 0.13'a 113 tae rat tea 226 223 213 e..4 ase. 319' t s ear tate aur zuw., 037I' 6 tis- 1E1t tat Zoe. 229 .242 274 e.7 acs 71x Heater Model 4• 222 0.ox 313:151 025 mg:, air Gas Heater=-- ency rating 7 tee 'ta4 Zai 2l0 222 as 2a7 e.2 au 3e.; ( 6 534 gm OM' 712sca, aavNoPilotLight) a tes 207 Zea e.2 47s a ala Sri 353 eau Heat imp efficiency C.O.P. a 183 20. 253 224 05 77.1 .343 ass 332 41.1l! to .:23.f Ze I 273 r1s. 323 34.4. r sae 412 4a4 t TON Calculation Opflors II i1 . ®pEME r For each pump12- .CIF} ip®Em ® ipi 40.1 '-Checkone,i®EIFJ 11® `W.1 i 1®lf:31 2r anpfified Total D{nam;c Head(STDH}14. s3 as ase 41.4 431 -459 432 eos 5zr no Complete STDH w°rfcsheat-Ftti in 81 blanks.Daternfna5tmc§rsi"fQ ANSi 5 :ANSI Compliance 4rllaeSheet 63 la- •37•a ase its 433 43.0 '13a tri m+ s.a 573 (H .sr ma Ota 433 4E1 433 50,a 623 wt 67.4 se. Total tete pr c Head ott'e 1. Distance fmm pool to pump m feed 1a 413 413 4E1 4e.3. se -ez. tat 67.4E 11-1 Cornpletg Program or a hsr mica.F11 In ra uk:d blarri s cnd19 . 419 02 454 617- 23 552 MA Ul ® aft2. Wen hs3 t sr;on GJHej in Q 0 20 . 4192 415 531 533 575 S.3 323 943 wor'dshaet&attach caia latior.3.3 frdt M per i fl.6_V 1 _ • 01 a 2221 weal des ale 553 era eaa 621 543 s4 sae i 0 Pdaylmum Frur Capacfl•{No pipe P° i 171t$cn`e.9 hat) urs 53.1 re. 67 a ?9 42.r 64 4 se. ere 712 of ilia ran r Tapia 7ment pr3r . 3. Fr1V0cn tats(n re'cm pl In O23. 17,1 55.4 m.7 133 522 - 543 4163 e9a its 713 1irchp'paper lft@ gam= so-4- ((romPl"rlticwifdetianlossctlert) 24 ssa e2.7 aai 622 els e.57 ss Ira 735 7sa 2s er.e 600 5u 615 663. 18.1 713 734 75:5 711 4 _ 5 60.1 523 ass au at 113 713 753 7a1 5u.4 c TDH 67 Pyrg: l 1 ®® 753 112 5413 ea i---- Immm®m>I a®m®m t, i 'aai,tiistrirr35Lr.GEa TDH 2] 673 593 its ra3 . 753 z93Fa'si It!aat kis in TCH 30 ; 213 713 7,i Tit 793 123 ez3 85.1 57 4 aaa 0.5 an 82.1 573 9r x _11DZ = 4.5" 31. -7111 73.1 711 7?4 65 7 '322 652. a74 53.1 s° a.:.:11r•l.P,r d-FI -- ill itsrlosse; _ 32 719 762 724 POI a1] 132 373 82.7 523 CI12-!?pe) (i7131sk!-.) 33 ' 7E2 f,::.=_:rn _e I5. _ z _x . O` 793 ae7 a3.R a35 e.7! a39 9d.aTin11a33a71e7.a ase. 92.1 j 61:3 t Fiat iii;Neill A:1441 (----77--- c ii+Ji ictJ.raa Neaa(TtYi!: n 7 5 35 '323 tai am Falai i to:2 (I - q37 0 15 40 SCALE i" NOTES. 1. THIS 15 A TOPOGRAPHIC AND BOUNDARY SURVEY. 2. BEARINGS BASED ON A CALCULATED LIN' BETWEEN DEPARTMENT OF NATURAL RESOURCES MON)MENT NUMBERS 72 -B1 -A19 AND 72-81-A20 PER THE GOA TAL CONSTRUCTION CONTROL LINE FOR DUVAL NTN, FLORIDA, BASED ON CPS OBSERVATIONS 3. THE CURRENT COASTAL CONSTRUCTION TIROL UNE 15 RECORDED IN MAP BOOK C, PAGES 72 THR GH 721-1, DUVAL COUNTY, RECORDED JULY 21, 1992. 4. MEAN HIGH WATER LINE (MHW) DETERMINE 0 USING EXTENDED DATUM FOR TICE STATION 872-0291 JACKS MLLE BEACH, MHW = 2.10 (NAVE 1988), TIDE RANGE = 5.07'). B. SEASONAL HIGH WATER UNE AS DEFINED BY FLORIDA STATUTES CHAPTER 1'1.053 WO)2 "5 al high-water line" means the line formed by the tntene an of the singshore and the eI.-ti- of 150 p-t of the local mean Udal range oboes local moon high water. MHW ELEV. + (1.5 X TIDAL RANGE I-SHWL 7.10 + (1.5 X 5.0T) - 9.7 (NAVD 1988) 6. COORDINATES BASED ON STATE PLANE C)ORDINATE SYSTEM. EAST ZONE. NA027 PER THE REC DED COASTAL CONSTRUCTION CONTROL UNE AND GO 0 TO NAD 1983 DATUM USING CORPSCON 6.0.1. 7. BENCH MARKS AS SHOWN HEREON WERE TABUSHED BY GPS OBSERVATIONS IN N.A.V.D. 1988 DA M. 8. THE EROSION CONTROL UNE AS RECORDED W PLAT BOOK 35, PAGES 59, 59A h 59B OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. A THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE IS DE I NIXE. 10. GPS RUN USING SPECTRA PRECISION EP H 50 Ll /1-2 EQUIPMENT AND TRIMBLEVRS SOFTWARE. 11. THE GENERAL PERMIT UNE SHOWN AS P OFFICIAL RECORDS BOOK 12975, PACE 1781 OF THE URRENT S P 5PUBLICRECORDSOFDUVALCOUNTY. FLORIOA 2w 6/.F sg•Idt fb0l,15PA Sr-. qq9 ljR'yjz LEGEND r0, Po,r r wr[ w IfR .kms THE PROPERTY SHOWN HEREON APPEAR TO LIE IN FLOOD ZONE -X= (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), -AO- (EL 2) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP PANEL No. 12031C0409H, REVISED JUNE 3, 2013 FOR DUVAL COU µIII TY, FLORIDA. NOT VALID WITHOUT THE 9DIATORE AND THE ORIGINAL RAISED SEAL OF A FLGR@A LICENSED SURVEYOR AND 11APFUI ." SWC GAbLC oe.P. woxnexr ee. n-m-A,s MX[IwIC = z,eaans D,sr,rcmrc - n..eaa.l „ 12TH ST. 40' RIGHT CF WAY IT 1 r 1 1 I 7 i w4041[ ,-M G MAP SHOWING SURVEY OF LOTS 4, 5, AND 6, BLOCK 51, ATLANTIC BEACH CORPORATION, AS RECORDED IN PLAT BOOK 6 PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA, TOGETHER WITH ALL THE LANDS LYING EASTERLY OF SAID LOTS 4, 5, AND 6 LUNG BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6 AND THE SOUTH UNE SAID LOT 4 TO THE EROSION CONTROL LINE. r l eq at F3 e 9 1 I -Ta I 1 1 Ilillt 1 11f Ifl I I I I t 1 Il1111111 jIIIIIII 1 j 1 I 1 111111111 V !1111 I I i 1 111111111;1 I I I I I I 1111511 1 1 1 1 1111 111131 I I I 11U11111 lilt 111 1 I gl 1 1111111 1 i I ag {{{ I tl THETHE CALCULATED AVERAGE GRADE WITHIN THE NIS BUILDABLE AREA FOR THIS SITE IS 16.22 N.A. V.D. 1988 THE BUILDABLE AREA USED IS FROM THE FRONT PROPERTY LINE TO THE GENERAL PERMIT LINE NTH 5 FOOT SETBACKS ALONG THE SIDE PROPERTY LINES. 1 GENERAL NOTE -5: 1. NO OFFSITE PA1IPGNG SMALL DL PERMITTED FOR LONG PERIODS OFMME. 2, WELLPOINTS ARE NOT ANTICPATED RASE ON SITE CONDITIONS. IF WELLPOINTS hU1 WAINED ONSITL WITI I NO DISCI IARGE TO TI IE CITY OF ATLANTIC DEACI I RIi 3. ROLL OPF CONTAINER, IF REQUIRED, MUST BE PROVIDED BY A VENDOR awn 4. ONTIUICTOIt SMALL CON TACT CITY OI' ATLAfMC BCACI I PUBLIC 4VORICS PRIOR ACTIVMES TO SCI IL"DULL AN EROSION CONTROL INSPECTION, IJ o F -D tA, o r- 14-JTNv'k--- tizaeo%`v IL,t.., nl(v v, CALCULATED AVERAGE, GRADE - JP -Y7. 2077 ADDITIONAL LOCATION - MARCH 28, 2016 BOATWRIGHT LAND SURVEYORS, Inc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 THIS SURVEY WAS MADF FOR THE 8ENFnT OF DEMORY BOENEKE. DONN W. BOATWRIGHT. P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA UC. SURVEYING k MAPPING BUSINESS Na. U3 }672 1 ARE WARRANTED. ALL DRAINAGE SI TALL DE 1IT OF WAY. CITY OF ATLANTIC BEACHES APPROVED LIST. TO IJIMINNING AND L•ARTH DISTURBING i'ERTIf S. 0 15 J0 60 SCALE I' - /70 NOTES. I. THIS IS A TOPOGRAPHIC AND BOUNDARY SURVEY. 2 BEARINGS BASED ON A CALCULATED UNE BETWEEN DEPARTMENT OF NATURAL RESOURCES M UMENT NUMBERS 7Z -B1-419 AND 72-81-'20 PER THE C IA57AL CONSTRUCTION CONTROL UNE FOR DUVAL COUNTY, FLORIDA, BASED ON GPS OBSERVATONS 3. THE CURRENT COASTAL CONSTRUCTION CONTROL UNE IS gra RECORDED IN MAP BOOK G PAGES 72 WGH 7211, TW DUVAL COUNTY, RECORDED JULY Z1, 1992, m4. MEAN HIGH WATER UNE (MHW) DETERMINED USING EXTENDED DATUM FOR TIOE STATION 872-0291 I I JACKSONVILLE BEACH, MHW = 2.10 (NAVO 1988), TIDE JRANGE = 5.07). ,,,, IIII5. SEASONAL HI CH WATER UNE AS DEF'N BY FLORIDA y STATUTES CHAPTER 161.057 (6)(0)2: 'Se anal high-water line means the line formed by the inters rising shore the c8an of the TD0ndelew0onof150parmeantidalrangeabovelocalmeanhlghentofthelocalAter. smMHWELEV. + (1.5 X TIDAL RANGE )-SHWL j 2.10 + (1.5 X 5.07') - 9. 7 (NAND 1988) 6. COORDINATES Z 11 BASED ON STATE PLANE SYSTEM, EAST ZONE, NA027 PER THE RE CONSTRUCTION COORDINATE DED COASTAL C 87 CONTROL UNE AND CONVE 19DATUM USING CORPSCON B.O.I. lE0 TO NAD jTI.T 7. BENCH MARKS AS SHOWN HEREON ACR ESTABLISHED 1 ,vmBYGPSOBSERVATIONSINNI1908D8. THE EROSION CONTROL UNE AS RECORLIIEDTUM. IN PLAT rmxoP=E. ", caP w-c-• " BOOK 35, PAGES 59, 59A e: 598 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY UNE FOR PRIVATE LANDS IN SAID COUNTY. It 1« I I 9. THE OWNER OF RECORD PER THE DUVAL. COUNTY I¢a PROPERTY APPRAISERS OFFICE IS DEMORY 8OENEKE 7- 10. CPS RUN USING SPECTRA PRECISION EQUIPMENT AND TRIMBLE VRS SOFTWARE. L1 /L2 11. THE GENERAL PERMIT LINE SHOWN AS ER FRCIAL RECORDS BOOK 12975, PAGE 1781 OF THE COCH1050 RECORDS OF DUVAL COUNTY, FLORA. RRENTrPUBLICzVW5 e0VP'SEa>x hfUGtSE 5f (c0 I'jL = Icz LEGEND wrra.nw ct7: nx><ru7e ro,cx me THE PROPERTY SHOWN HEREON APPEAR TO LIE IN100DZONE -X- (AREA DETERMINED TO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), "AO- (EL 2) S WELL AS CAN BE DETERMINED FROM THE FLOOD NSURANCE RATE MAP PANEL No. 12031CO409H, 2EVISEO JUNE 3, 2013 FOR DUVAL COUNTY, FLCRIDA. OT VALLA WITHOUT THE SIGNATURE AND RE ORIGWAL RAISED SEAL OF A FLORIDA CENSED SURVEYOR AND MAPPER-' E!J® BY: i7E, 2077-DstYi na oEP_ xoMAlpll' xo. n-lI -9 xoRlHxc zlexen.s rAsm.c - nt nl „ 12TH ST- RIGHT OF WAY e I 1 AN II Ana 1 I 1 m n I 1 u.P ver I n'n "at 9a I om 1 1 I , 9! I aP i :tee x BOATWRIGHT LAND SURVEYORS, Inc. x6Tafwl ;.!1.•315 tASaL = J1144D MAP SHOWING SURVEY OF LOTS 4, 5, AND 6, BLOCK 51, ATLANTIC BEACH CORPORATION, AS RECORDED IN PLAT BOOK 6 PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA, TOGETHER WITH ALL THE LANDS LYING EASTERLY OF SAID LOTS 4, S. AND 6 LYING BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6 AND THE SOUTH UNE SAID LOT 4 TO THE EROSION CONTROL LINE. tpHIM1 I 11111111 1 1/ II I I I I I I I 1 I Ipllllllfll V 1111111 I I7 I 1i 11111111/ / IIII Id I 111111 11 1 111,ISI" I'i 1 ,' I s ` pIII n%5%, II 31 11/1/111 i l l1111111 11411 I I I R \unlll tlliillli 1{ 111111L1 y1V 1 r I I I,.? p ,.p 1 ,IiiYILPI"l I I I I 8 I i- I_ THE CALCULATED AVERAGE GRADE WITHIN THENI! BUILDABLE AREA FOR THIS SITE IS 16.22 N.A. V.D. 1988 ly THE BUILDABLE AREA USED IS FROM THE FRONT I PROPERTY LINE TO THE GENERAL PERMIT UNE WITH 5 FOOT SETBACKS ALONG THE SIDE PROPERTY LINES. i GENERAL NOTES: I. NO OFFSITE PAIUIQNG SHALL BE PERMUTED FOR LONG PERIODS OF-TItdE. _ 2. WELLPOINTS ARE NOT APTTICPATCD BASE" ON SITE CONDITIONS. IF WELLPOIIVTS ARE- WARRANTED, ALL DRAINAGE SI TALL DE MAINTAINED ONSITE WUIi NO DISCFIARGE TO TI IE CITY OF ATLANTIC BEACI I RIG) IT OF WAY. 3. ROLL OFF CONTAINER, If- REQUIRED, MUSE UC PROVIDED BY A VENDOR ON TIME CITY OP ATLANTIC BEACHES APPROVED LIST, 4. NTRACTOR SMALL CON"TACT CITY 012 ATLANTIC BERCI I PUBLIC 4VORICS PRIORTO BEGINNING AND EARTH DISTURBINGACTNAlIESTOSCI { -DULG AN EROSION CONTROL INSPECTION. i. 54VIMMBJG POOL DRAINAGE IS TIO'T TO BE DIRECTED TOWARDS ADJACENT PI>,OI'Eums. I , N f'DtL. G 1 T L rJ .:,Dt=01h1 T.,i. r`(Ls1- l_ .Jl' CALCULATED AVERAGE GRACE - JULY 7, 2917 ADDITiCNAL LOCATION - MARCH 213, 2016 1500 ROBERTS DRIVE, JACKSONVILLE BEACH. FLORIDA 241-8550 TFiiS SURVEY WAS MADE FOR THE BENEFIT OF DEMORY BOENEKE. DONN W. BOATWRIGHT, P. S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA UC. SURVEYING k MAPPING BUSINESS Na. LB *72 1 7.A- AFEBRUARY 29 2016 .. T tF 7 v c yJr 9 l I I I I I 7 - Ell II I I 1 I 1 I qi I I I f n I I ml I II I n I I+ It 1« I I I I¢a p3 7- i- I_ THE CALCULATED AVERAGE GRADE WITHIN THENI! BUILDABLE AREA FOR THIS SITE IS 16.22 N.A.V.D. 1988 ly THE BUILDABLE AREA USED IS FROM THE FRONT I PROPERTY LINE TO THE GENERAL PERMIT UNE WITH 5 FOOT SETBACKS ALONG THE SIDE PROPERTY LINES. i GENERAL NOTES: I. NO OFFSITE PAIUIQNG SHALL BE PERMUTED FOR LONG PERIODS OF-TItdE. _ 2. WELLPOINTS ARE NOT APTTICPATCD BASE" ON SITE CONDITIONS. IF WELLPOIIVTS ARE- WARRANTED, ALL DRAINAGE SI TALL DE MAINTAINED ONSITE WUIi NO DISCFIARGE TO TI IE CITY OF ATLANTIC BEACI I RIG) IT OF WAY. 3. ROLL OFF CONTAINER, If- REQUIRED, MUSE UC PROVIDED BY A VENDOR ON TIME CITY OP ATLANTIC BEACHES APPROVED LIST, 4. NTRACTOR SMALL CON"TACT CITY 012 ATLANTIC BERCI I PUBLIC 4VORICS PRIORTO BEGINNING AND EARTH DISTURBINGACTNAlIESTOSCI { -DULG AN EROSION CONTROL INSPECTION. i. 54VIMMBJG POOL DRAINAGE IS TIO'T TO BE DIRECTED TOWARDS ADJACENT PI>,OI'Eums. I , N f'DtL. G 1 T L rJ .:,Dt=01h1 T.,i. r`(Ls1- l_ .Jl' CALCULATED AVERAGE GRACE - JULY 7, 2917 ADDITiCNAL LOCATION - MARCH 213, 2016 1500 ROBERTS DRIVE, JACKSONVILLE BEACH. FLORIDA 241-8550 TFiiS SURVEY WAS MADE FOR THE BENEFIT OF DEMORY BOENEKE. DONN W. BOATWRIGHT, P. S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 3295 FLORIDA UC. SURVEYING k MAPPING BUSINESS Na. LB *72 1 7.A- AFEBRUARY 29 2016 .. T tF 7 NOTES. 1. THIS 15 A TOPOGRAPHIC AND BOUNDARY SURVEY. 2 BEARINGS BASED ON A CALCULATED LINE BETWEEN Tau+ DEPARTMENT OF NATURAL RESOURCES MONUMENT NUMBERS .ss! 72 -B1 -A19 AND 7Z -51-A20 PER THE COASTAL CONSTRUCTION CONTROL LINE FOR DLIV AL COUNTY, FLORIDA, BASED ON CPS OBSERVATION 3. THE CURRENT COASTAL CONSIRI CTI N CONTROL UNE ISRECORDEDINMAPBOOKC, PAGES 72 ROUGH 72H, C DUVAL COUNTY, RECORDED JULY 21, 19 2. 4. MEAN HIGH WATER UNE (MHW) DETERMINED USING EXTENDED DATUM FOR TIDE STATION 872-0291 JACKSONVILLE BEACH, MHW = 2.10 (NAVD 19BB), TIDE qIRANGE = 5.07'). 5. SEASONAL HIGH WATER UNE AS OEF NED 8Y FLORIDA C STATUTES GRAPIER 161.053 (6)(a)2: y• canal high -nater Iln e' means the Ilna formed by tha Int sing action of the r' shore and the el=n of 150 P rcent of the local mean tidal range above local mean hlg I eater. y MHW ELEV. + (1.5 X TIDAL RANGE )-SHWL 2.10 + (1.5 X 5.07') - 9. 7 (NAVD 1988) 6. COORDINATES BASED ON STATE PLANE COORDINATE SYSTEM. EAST ZONE, NA027 PER THE RECORDED COASTAL CONSTRUCTION CONIROL LINE NO CONVERTED TO NAO 1983 DATUM USING CDRPSCON 6.0.1. 7. BENCH MARKS AS SHOWN HEREON RE ESTABLISHED BY GPS OBSERVATIONS IN N.A.V.D. 1988 DATUM. I 8. THE EROSION CONTROL UNE AS REC DED IN PLAT F BOOK 35, PAGES 59, 59A A: 598 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA IS THE EASTERLY MOST PROPERTY LINE FOR PRIVATE LANDS IN SAID COUNTY. 9. THE OWNER OF RECORD PER THE DUVAL COUNTY PROPERTY APPRAISERS OFFICE IS DEMORY BOENEKE. 10. CPS RUN USING SPECTRA PRECISION EPOCH 50 L1/L2 EQUIPMENT AND TRIMBLE VRS SOFTWAR 11. THE GENERAL PERMIT LINE SHOWN A PER OFFICIAL RECORDS BOOK 12975, PAGE 1781 OF E CURRENT PUBLIC RECORDS OF DUVAL COUNTY, F RIDA. Xf !k,.LvCv5 ov yl ii SF,' 7 t/SPA Sf•. 2 - l2jjL IJ LEGEND wmc. nov aavmYa vole gyp, Po,ee rttc pa MATER vA[.e THE PROPERTY SHOWN HEREON APPS RS TO LIE IN FLOOD ZONE 'X- (AREA DETERMINED JIFO BE OUTSIDE THE 0.2% ANNUAL CHANCE FLOODPLAIN), 'AO" (EL 2) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP PANEL No_ 12C31CO409H, REVISED JUNE 3. 2013 FOR DUVAL COUNTY, FLORIDA. HOT VALID "OUT Ii¢ SIGNATURE AND HE ORIGINAL RMSED SEAL IK A FLORIDA ICENSEO SURVEYOR AND MAPPER_' 61". _n1E 2017-0BO5 Ise+ law S oEa. wMNmrr Ro. n-n-A1e 19ftR91C = 2,IaJ,eT1.s ewslxe. n7,em.1„ I% g 12TH ST. 40' RIGHT OF WAY II wAo 1 I I I 1 I a nE.v. rm+ae rr ne. n -e+ -Am s,E RaRn+nc - ;.n,sas gP31lIG 1>S1'd4D MAP SHOWING SURVEY OF LOTS 4, 5, AND B. BLOCK 51, ATLANTIC BEACH CORPORATION, AS RECORDED IN PLAT BOOK 6 PAGE 1 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA, TOGETHER NTH ALL THE LANDS LYING EASTERLY OF SAID LOTS 4, S. AND 6 LYING BETWEEN THE EASTERLY PROJECTION OF THE NORTH LINE OF SAID LOT 6 AND THE SOUTH LINE SAID LOT 4 TO THE EROSION CONTROL UNE. a¢ a1•+ rl 1 1 IT 1 11IIIilIT 1 111 1 1 I 1 11111111 I I I I1 Jill I I I I 1 1 1 6 1111 I I It 1 ( • j +{' I 1 11111II I 1l till I tll l I I I FI 11111111111il IliltIV t I I t g( 1t 1111111J I k `It1I1h1 1 1 1A I e ,yI.i1111N 1'D 11 1 f l ,.Ni I 6!tl I 1J I Op 1 I . ir ' f 7- 1 It 1 1 I I I :II .9 ! FPa r3 27 I I I1 I 1 I 1 II I 1 0 A i I 1 1 THE CALCULATED AVERAGE GRADE WITHIN THEyl BUILDABLE AREA FOR THIS SITE IS 16.22 N.A.V.D. 1988 ti THE BUILDABLE AREA USED IS FROM THE FRONT i PROPERTY LINE TO THE GENERAL PERMIT LINE WITH 5 FOOT SETBACKS ALONG THE SIDE PROPERTY LINES. i GENERAL NOTES: 1. NO OFFSITE PARKZING SI IALL BE PERMITTED FOR LONG PERIODS OFTIME. 2. WCLLPOIMrt; ARE NOT ANITCPATCD DASL ON Sri'E CONDrr1aN5. IF WCLLPOINTS ARE WARRANTED. ALL DRAINAGE. SI IALL BE MAINTAINED OP!' E WITI I NO DISCIUIRGB TO TI IE CITY OF ATLANTIC DE:ACI I RIGI IT OF WAY. 3. ROLL OFF CONTAINER, IP RCQUIR[D, MUST BE PROVIDED BY A VENDOR ON RIE CITY OF ATLANTIC UEACt1CS APPROVED LIST. 4. WTIUICTOR SMALL CONTACT CIT (OI' ATLAfITIC BCACIi PUBLIC tiV01tiC5 PItIO1tTO BL'GINNING AND EAIITtI DISTURBING ACRVAITCS TO GCI ICDULC AN LROSIOPI CONTROL INSPECTION. S. MVIMMING POOL DRAINAGEIS t16r TO UL DIRECTED TOWARDS ADJACENT PROPS -I 145. I N a fl l. d f.,I l h, Zr rJl."-D`o%h1 w li"i lit_ CALCJ!A1ED AVERAGE GRADE - Ali- 7, 2CI I ADDITIONAL LOCATION - MARCH 2H 2016 BOATWRIGHT LAND SURVEYORS, Enc. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 THIS SURVEY WAS MADE FOR THE BENEFIT OF DEMORY BOENEKE. DONN W. BOATWRIGHT. P.S.M. FLORIDA UC. SURVEYOR and MAPPER No. LS 3295 FLORIDA UC. SURVEYING k MAPPING BLS%E5S No LR X672 1 DATE: FEBRUARY 29 2016 9ffET I I. I SEE ENGINEERING PLANS U DEOR COPING LINE PAF',ALEVEL AUTOFILL TRAVERTINE LID SHOOT TROUGH SHELL I AGAINST EXT. CONC. WALL VSSHP220AUT VSSHP220AUT FOR V -EDGE CV 340 CS 250 FOR V -EDGE PLC 1400 JXi 400P JE 3000TR 3 WAY & CHECK VALVE FOR BY PASS WATERLINE PROVIDED BY GC HOOK-UP OF AUTOFILL BY TRAWICK 6614 AP -L PURELINK RS-PS6 AQUA PALM (AQWHRI8) iQ20A PARAMOUNT UV OZONATOR PSB 120 AIRBLOWER PX 30OW TRANSFORMER 2) 5 PORT J -BOXES 1) 1LU4C 9W 100' LT 7) JLU4C 20W 100' LTS POOL EQUIPMENT KEY Pool Specification SAFETY 1: FENCE by other Perimeter: 126 L.F. SAFETY 2: Safety Buoy Pool Alarm Square Footage: 781Sq. Ft. Est. Total Gallons: 21555 Gal. LST: 45 GPMs HST: 90 GPMs SEE ATTACHED NOTICE: Deck Area: n/a BONDING GRID - OPTION "C" Lanai Area: n/a I 6" DEEP SUN UMBR:LLA SI 4211 2X11 EVE 21" 1 42" EXPOSED WALL VANISHING EDGE MIN. 4'-0" WIDE - (2) +36" RAISED PEDESTALS BY OTHERS MIN 2'-6" DEEP - 2'-8" x 2'-8" OUTSIDE DIM TILE FACE AND TOP 2) ROWS OF TILE IN TROUGH 2) SDXs F--------F---f-------------------------------- 36' n 3) 20W NICHELESS NO 36" BELOW MDX W/ SDX WATER LEVEL t! 4'-6"5' DEEP w —(2) 2. 5" F/Rs- DEEP PCC 2000 4) NICHELESS LTS 4'-0" DEEP WIDE STEPS c42' 36" O IF Off 36" BELOW WATER LEVEL ~ 4'-6" DEEP / 1^ 1` 4211 2111 26' 18" DEEP 8" DE: E TRAVERTM------------------ -- - -- SKIMMER #1 PAVER COPING BENCH STEP TRAVERTINE LID BY OTHERS - SKIMMER #2 NOT INCLUDED - TRAVERTINE LI TRAVERTINE PAVER DECK o11 NOT INCLUDED COVERED LANAI TRAVERTINE PAVER DECK NOT INCLUDED VALVES (WITHIN 30' OF POOL) 0" -2111 71 1 A100R1 21" Customer Info Name: Boeneke Residence Job #: 2329 Address: 1249 Beach Avenue Zip: 32233 . ` F• Neighborhood: Atlantic Beach Builder: Grider Construction Project Manager: Jonny Safety Pool Specification SAFETY 1: FENCE by other Perimeter: 126 L.F. SAFETY 2: Safety Buoy Pool Alarm Square Footage: 781Sq. Ft. Est. Total Gallons: 21555 Gal. LST: 45 GPMs HST: 90 GPMs SEE ATTACHED NOTICE: Deck Area: n/a BONDING GRID - OPTION "C" Lanai Area: n/a 8 BARE COPPER CONDUIT Footer: n/ a Dist. to P/ E: 92 L.F. Spa FLUSH SPA 8'-0" X 8'-0" INSIDE DIM. Perimeter: 30 L.F. TILE SPILLWAY Square Footage: 56 Sq. Ft. Trough mss- ( 6) JETS 2) SDXs Perimeter: 86 L.F. 1) 9W NICHELESS LT Square Footage: 155 Sq. Ft. 21" DEEP BENCH Hydraulics PUMP #1: MDX-R3 & SDX ON SIDE26" RAISED PEDESTAL BY OTHERS 2'-0" x 2'-0" OUTSIDE DIM Branch Line: 3" Trunk Line: 3" Return Line: 2.5" Skimmers: 2 Dandy Pump: VSSHP220AUT Jandy Filter: CV 340 Heater: JXi 400P & JE3000TR Minimum TDH: -54' Maximum Flow: 117 GPM's Hydraulics PUMP #2: 2 SDX IN V -EDGE Branch Line: 4" Trunk Line: 3" Return Line: 3" Skimmers: 0 Jandy Pump: VSSHP220AUT Jandy Filter: CS 250 Heater: N/A Minimum TDH: —15' Maximum Flow: 181 GPM's Scale: 1/8" = 1'-0" 1 ACCESS Company Info Designer: Joel H. Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: FL / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbjc.com License #: CPC 009595 & 1457425 18.6; 2'-0"x2'—I PEDESTAL w/ S POOL AND SPA LAYOUT PLAN NOTE: SCALE: 3/8" = 1'-0" SEE ARCHITECTURAL SHEET .3 GENERAL NOT FOR ADDITIONAL POOL AND PA DIMENSIONS AND ELEVATIONS 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND COMPACTED TO A DENSITY OF 95% OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE INSTALLED IN 12" LAYERS. 3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES). 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PLUMBING/PIPING AND ELECTRICAL REQUIREMENTS. ASI 15.25) 21.08') i EL. -20.00' NAVD BOTTOM OF PILE TYPICAL 16" DIAMETER AUGERCAST CONCRETE ANCHOR PILE 3 ELEVATION P-2 SCALE: 3/8" = 1'-0" LEXCAVATION FROMPOOL LL BE USED AS BACKFILL AROUND POOL DECK, NOTE: THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES) E ANUFACTURER RESPONSIBLE E DESIGN AND INSTALLATION L EQUIPMENT PEDESTALS AS D BY FEMA REQUIREMENTS INSTALL AN AUTOMATIC TIMER FOR THE POOL LIGHT TO ENSURE THAT THE POOL LIGHT IS TURNED OFF WHEN NOT IN USE NOTE: POOL DRAINAGE SHALL BE DIRECTED TOWARDS NEW DRAINAGE SWALES 5nlQ_QL EUSIllRE 3'-4" 2'-8" 31 -4 AND TYPE HAYWARDMODEL No. STRUCTURAL NOTES - O S- DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE HAYWARD COLORLOGIC 4pcs AT POOL 95 watt LED SP0527SLED50 V74M 2017 FLORIDA BUILDING CODE. Gr m OAwcEro MY W W3 ACaANDIL STOWI EVENTV 8F FACEVEI(TM REGIOEO BY FM fNMfF7i 025.IIQ5mA1D FE1M SqCRAFTS 18.67') EL. +18'—B" NAVD 2pcs AT STEPS PEDESTAL rI EL. +21'-1" NAVD (21.08') k—EL. RPEM B NSSTRICtURENIGCORONICEwm1FMCJVPfQiEffi.9ItlE(. 1pc AT SPA 40 watt LED SPOS35SLED50i TOP OF COPING TOP 0 F PEDESTAL BEND OVER 7—t5 RI RIADEE! D SI NCRITERIA- i VERTICAL REINFORCING DONU COUNTY FROM AUGERCAST MONUMENT R048 12" CONCRETE PC OL WALL m I Z CONCRETE ANCHOR PILE INTO MONOLITHIC 100 YEAR STORM ELEVATION 17.5' NGVD (16.4' NAVD) w/ REINFORCING POOL EL. '-6 " 4-6 N g POOL SHELL WAVE CREST HT. 12" 0. EE CHFAC` E, i LIGHT hEL. VARIESI$ 100 YEAR STORM DESIGN 5. 5' NGVD (4.4' NAVD) I 2'-8"x2'-8" RAISED TOP OF PILE GRADE EL _ 0'-4_" L. 0'-5" PEDESTAL INTEGRAL w/ POOL SHELL 3pcs //3 TIES ®3" O.C. LIVE LOADS* UNIFORMLIVE LOADSMDECKow1ATTOPOFPILESLABS COPING 40 PSF o z 7 SUNSHELF EL. 15'-3 NAVD (15.25') AUGERCAST" ALLOWABLE NIT STRESSES CONCRETE: (PER ACI 318) WALL F TR UGH 16"0 CONCRETE ANCHOR CONCRETE: PILE w/ 7— 5x34'-0" SLAB ON GRADE f'c = 3000 PSI 1I STRUCTURALOR7—#5x36'—O" POOL SHELL SLABSSTRUCTURAL = 5000 PSI 18.67') EL. 18' 8" NAVD AND q3 TIES ® 12" O.C. STRUCTURAL POOL SHELL WALLS fc = 00 PSI50 OP 07 COPING SEE PLAN AND SECTIONS AUGERCAST CONCRETE ANCHOR PILE fc = 5000 PSIi2" CONCRETE VANISHING FOR LENGTHS CONCRETE PILE CAPS fc = 5000 PSI E GE WEIR POOL WALL w/ 4 EACH WAY 0 CONCRETE GRADE BEAMS fc = 5000 PSI 12" O.C., EACH FACE CONCRETE MAXIMUM WATER CEMENT RATIO: STRUCTURAL POOL SHELL SLABS AND WALLS 0.42 co CONCRETE PILE CAPS AND GRADE BEAMS 0.42 AUGERCAST ANCHOR PILE 0.46 EL. H SLAB ON GRADE 0.52 4 1 CONCRETE TROUGH 1 n ALL POOL SHELL WALLS, SLABS, GRADE BEAMS, AND w 4 ACH WAY r PILE CAPS SHALL CONTAIN "PREVENT—C" SHRINKAGE ChU_ C 12" C., EACH FACE 0 j REDUCING ADMIXTURE AS MANUFACTURED BY VITRO tO 1 7 MINERALS. THE DESIGN MIX SHALL BE PROPORTIONED TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT TO CEMENT CONTENT, AIR CONTENT, OTHER ADMIXTURES, POOL EL. _4'—.8" ETC. MAXIMUM WATER—CEMENT RATIO SHALL BE 0.042. LIGHT w PILE SECTION z SCALE: 3/4" = V-0" REINFORCMENT: ASTM A615 — GRADE 60 WELDED WIRE FABRIC ASTM A185 EL. — O" ZSOIL BEARING PRESSURE: 2000 PSF AU R ASY ON R AN HOR PI C 18.6; 2'- 0"x2'—I PEDESTAL w/ S POOL AND SPA LAYOUT PLAN NOTE: SCALE: 3/8" = 1'-0" SEE ARCHITECTURAL SHEET .3 GENERAL NOT FOR ADDITIONAL POOL AND PA DIMENSIONS AND ELEVATIONS 1) PRESSURE PIPING SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL 2) ALL DEP APPROVED SAND FILL SHALL BE BACKFILLED AND COMPACTED TO A DENSITY OF 95% OF OPTIMUM MODIFIED STANDARD ASTM PROCTOR TEST. BACKFILL SHALL BE INSTALLED IN 12" LAYERS. 3) THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES). 4) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE POOL, PLUMBING/PIPING AND ELECTRICAL REQUIREMENTS. ASI 15.25) 21.08') i EL. -20.00' NAVD BOTTOM OF PILE TYPICAL 16" DIAMETER AUGERCAST CONCRETE ANCHOR PILE 3 ELEVATION P-2 SCALE: 3/8" = 1'-0" LEXCAVATION FROMPOOL LL BE USED AS BACKFILL AROUND POOL DECK, NOTE: THE OWNER SHALL INSTALL AND MAINTAIN A FOUR (4') FOOT HIGH (MINIMUM) FENCE AROUND THE POOL AREA (TO MEET OR EXCEED LOCAL CODES) E ANUFACTURER RESPONSIBLE E DESIGN AND INSTALLATION L EQUIPMENT PEDESTALS AS D BY FEMA REQUIREMENTS INSTALL AN AUTOMATIC TIMER FOR THE POOL LIGHT TO ENSURE THAT THE POOL LIGHT IS TURNED OFF WHEN NOT IN USE NOTE: POOL DRAINAGE SHALL BE DIRECTED TOWARDS NEW DRAINAGE SWALES 5nlQ_QL EUSIllRE FIXTURES AND TYPE HAYWARDMODELNo. 75j 7 HAYWARD COLORLOGIC 4pcs AT POOL 95 watt LED SP0527SLED50 V74M 4.0 LED POOL LIGHT Gr m OAwcEro MY W W3 ACaANDIL STOWI EVENTV 8F FACEVEI(TM REGIOEO BY FM fNMfF7i 025.IIQ5mA1D FE1M SqCRAFTS COLOR: AMBER LED 2pcs AT STEPS 40 watt LED SP0535SLED50 RPEM B NSSTRICtURENIGCORONICEwm1FMCJVPfQiEffi.9ItlE(. 1pc AT SPA 40 watt LED SPOS35SLED50i 1) LIGHT FIXTURES SHALL BE HORIZONTAL FLUSH MOUNT 2) LIGHT FIXTURES SHALL BE MOUNTED 2'-0" BELOW WATERLINE 1) MINIMUM 16" DIAMETER 2) MINIMUM EL. -20.00' NAVD TIP ELEVATION 3 MINIMUM 31'-0" LENGTH 4 REINFORCE w/ 7—,y5 x 33'-0" OR 7—,y5-35'-0" AND g3 TIES AT 12" O.C. 5) CONCRETE fc = 5000 PSI 6) PILE CAPACITY SHALL BE 30 TONS. REINFORCED CONCRETE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318 AND ACI 301. CONCRETE MIX DESIGNS SHALL BE SUBMITTED FOR THE REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. UNLESS OTHERWISE SHOWN ON DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: SLABS ON GRADE CENTERED STRUCTURAL POOL SHELL 2" AUGERCAST ANCHOR PILE 3" ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. ALL HOOKS IN REINFORCING BARS SHALL BE ACI STANDARD HOOKS. ALL CONCRETE REINFORCEMENT SHALL BE DETAILED, FABRICATED, LABELED, SUPPORTED AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO (2) MESH PANELS AND TIED SECURELY. WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. SUPPLEMENTARY NOTES VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, SEQUENCES, ACTS AND/OR OMISSIONS OF THE CONTRACTOR, OR ANY OTHER PERSONS PERFORMING WORK, NOR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT WORK IN ACCORDANCE WITH THESE CONTRACT DOCUMENTS. PROVIDE ALL TEMPORARY BRACING, SHORING, GUYING, OR OTHER MEANS TO AVOID EXCESSIVE STRESSES AND TO HOLD STRUCTURAL ELEMENTS IN PLACE DURING CONSTRUCTION. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. 1 Q Q_o cn y O N W 0aooFavN tLLJD— w 0 .00) dU) QL11 W 1LX Z fn W LL U LLIF Q L d U N W r lily a00=W N LLZ4 0 mocl LLL <10u - N CLZ a O Lu X Z) nZ i" W Q 2 QW W m0 zNZ W MO W N WTE S SCALE: 3/8" = 1'-0' POOL AND SPA LAYOUT PLAN I P-1 I TOT BW OF THE EN(YNEETM MMLEDGE AND BELS, THESE SWT aa voa oFsmn a.Wle uD SPBCFrwnas,wew COMMIANCE WRH THE VANWM E3T/Hl&fD IN CKAFER RowaAM wiBrRATrvE caoE 111E8E OE9xSN PIINB A'D 9PELEIGTDNBARENCOLMANDEwn 03/01/2018 BUIDNB PEWYT I&NE WRWOP CxAilE NC. 1HE 3iNDAfD.9 AND GUMNFS EBTARUSE0 N CHAPTER 124AASD COHBIA1V10 STRUCTU141 ENaNEFN CHAPIEii 1]SZOFFElUSb,COVSTALCOHBIiDCfDNNAVWLAM G9CEQA AVENUE APPEl.DIXITO THEF N4, Ca k CalsTuc10H YAVYL Yb00M'IIE fiEAfJ1, ROPD.A IIEO V74M THE SmWANa POOL HAB BEEN CE8DNE0 NOT TONOEAlE THE Imc Gr m OAwcEro MY W W3 ACaANDIL STOWI EVENTV 8F FACEVEI(TM REGIOEO BY FM fNMfF7i 025.IIQ5mA1D FE1M SqCRAFTS CIUP19i 12 A. 11E Bw WNO POLI HAB BEEN OE.RDI®AB AN F BUABLE RPEM B NSSTRICtURENIGCORONICEwm1FMCJVPfQiEffi.9ItlE(. R/JBEO E ml 12" 12" O NOTE: POOL AND SPA ANCHOR PILE LAYOUT PLAN SEE ARCHITECTURAL SHEET 4.3 SCALE: 3/8" = V-0" FOR ADDITIONAL POOL AND SPA r TIIDIMENSIONSANDELEVATIONSI I INDICATES 16"0 AUGERCAST CC NCRETE ANCHOR PILE P 0 0 L C O N C R E T E G R A D E B E A M S C H E D U L E AT THE ENDS OF ALL GRADE w BEAM BTM LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES AND #4 HORIZONTAL O 12" O.C., EACH FACE REINFORCING STEEL TROUGH W, bbo BEAM MARK SIZE w x d ELEVATIONMIDDLE NAVD) BOTTOM TOP SIZE SPACING YPE REMARKS SECT. N0. 24" EACH FACE, EACH WAY 5TOP STD. 90''BEND EACCHH END 24"wide x 16"deep POOL GRADE BEAM w/ 5–# 5 TOP AND 7–# 5 BOTTOM w/ 3 STIRRUPS ® 6"/12" O.C. 5–# 5 TOP w/ STD. I BAR LAP 1 90' BEND EACH END REF. PB -1 24" X 16" VARIES 7–#5 5–#5 3 6"/12" O.C. 2 MIDDLE OF POOL 1/P-2 PB -2 24" X 16" nl r VARIES 5–#5 5–#5 3 6"/12" O.C. 2 SIDE WALLS 2/p-2 IUVVGR JUrIEDULE DESCRIPTION TOP BOTTOM BAR PROVIDE STD. 9D' BENDS ALTERNATE ORIENTATION POOL GRADE BEAMS BAR 2" 3" AT THE ENDS OF ALL 4;°r w 4 VERTICAL O 12" O.C., GRADE BEAM #5 TOP EL. +14. 7° EE AND #4 HORIZONTAL O 12" O.C., EACH FACE REINFORCING STEEL TROUGH W, bbo TYPICAL BEAM STIRRUP &TIE TYPES 4 HORIZONTAL O 12" O.C. 12" CONCRETE POOL WALL r4 AT 25'-0" LONG PILE w/ #4 REINFORCING O 12" O.C. 24" EACH FACE, EACH WAY 5TOP STD. 90''BEND EACCHH END 24"wide x 16"deep POOL GRADE BEAM w/ 5–# 5 TOP AND 7–# 5 BOTTOM w/ 3 STIRRUPS ® 6"/12" O.C. 5–# 5 TOP w/ STD. I 24"wide x 18"dee POOLP GRADE BEAM w/ 5–#5 TOP AND 5– 5 BOTTOM w / LAP 1 90' BEND EACH END 3 STIRRUPS O 6" 12" O.C. DH _ v CO. #3 STIRRUPS O 6" O.C. " IAY FIRST 4'-0 EACH END, SCE THEN 12" O.C. AT MIDDLE 8" CONCRETE POOL SLAB #3 STIRRUPS O 6" O.C. w/ 1–#4 O 12" O.C., FIRST 4'-0 EACH END, 8" CONCRETE POOL SLAB EACH WAY, TOP AND 2'- 0" THEN 12" O.C. AT MIDDLE w/ 1–#4 O 12" O.C., BOTTOM 2'-0" EACH WAY, TOP AND 7–#5 BOTTOM BOTTOM PB -1 I PB -2 5–# 5 BOTTOM 24"wide x 16"deep POOL GRADE BEAM 24"wide x 16"deep POOL GRADE BEAM SECTION SECTION P-2 SCALE: 3/4" = 1'-0" P-2 SCALE: 3/4" = 1'-0' BEND OVER 7–#5 VERTICAL MAINTAIN R I 12" REINFORCING FROM "AUGERCAST" CONCRETE COVER I CONCRETE ANCHOR PILE INTOAROUNDOPENING :-----____' MONOLITHIC POOL SHELL DEEP WELL DRAIN ADD 4pcs #4 x 3'- 0" DIAGONALS AROUND DEEP WELL DRAIN OPENING 4 O 12" O.C. EACH WAY, TOP AND BOTTOM, POOL SLAB REINFORCING 5'-0" 13.17NAVDI DEEP WELL DRAIN OPENING REINFORCING SECTION P-2 SCALE: 3/4" = 1'-0" 3 TIES, TOP AND 1.-0. 4'-0" 1'-0" BOTTOM, O 12" O.C. EL. +18.17' NAVD TOP OF WATER LINE WATER LINE EL— 18. 17' NAVD TOP OF TROUGH WALL 8" CONCRETE POOL SLAB w/ 1–#4 O 12" O.C., EACH 'WAY, TOP AND BOTTOM VANISHING EDGE WALL AND TROUGH POOL 2) SECTION P-2 SCALE: 3/ 4" = V-0" 24"wide x 16"deep POOL GRADE BEAM 3–# 4 EACH WAY ABOVE PILE POOL 2'- 0"x2'–O" PILE CAP 12" CONCRETE VANISHING ALTERNATE ORIENTATION EDGE WEIR POOL WALL w/ AT TOP OF PILE 4;°r w 4 VERTICAL O 12" O.C., 16"0 "AUGERCAST" EL. +14. 7° EE AND #4 HORIZONTAL O 12" O.C., EACH FACE D TROUGH W, bbo r 4 HORIZONTAL O 12" O.C. r4 AT 25'-0" LONG PILE 4 VERTICAL O 12" O.C. 24" 2•- 0" TROUGH ANCHOR PILETYPICAL LAP 1 8" CONCRETE POOL SLAB w/ 1–#4 O 12" O.C., EACH 'WAY, TOP AND BOTTOM VANISHING EDGE WALL AND TROUGH POOL 2) SECTION P-2 SCALE: 3/ 4" = V-0" 24"wide x 16"deep POOL GRADE BEAM 3–# 4 EACH WAY ABOVE PILE 2'- 0"x2'–O" PILE CAP 3pcs #3 TIES O 3" O.C. ALTERNATE ORIENTATION AT TOP OF PILE TROUGH #4 VERTICAL O 12" O.C. NOAWALL 16"0 "AUGERCAST" 8" OUT TO OUTEACHFACE 3 TIE CONCRETE ANCHOR PILE w/ 7–# 5 x 28'-0" LONG w/ 3 TIES O 12" O.C. AT 25'-0" LONG PILE 2•- 0" ANCHOR PILETYPICAL CAP DETAIL 41 SECTION P-2 SCALE: 3/4" = 1'–O" 3 TIES, TOP AND BOTTOM, O 12" O.C. ALTERNATE ORIENTATION EL. +15.25' NAVD J2^ TROUGH #4 VERTICAL O 12" O.C. NOAWALL 8" OUT TO OUTEACHFACE 3 TIE 12" CONCRETE TROUGH WALL w/ #4 EACH WAY #4 HORIZONTAL O 12" O.C., EACH FACE O 12" O.C. EACH FACE jb_ PLAN VIEW OF WALL SEL. +12.25' NAVD TOP OF TROUGH SLAB B" CONCRETE TROUGH SLAB w/ #4 REINFORCING O 12" O.C. EACH WAY, TOP AND BOTTOM TO THE SEST OF T}E ectEmn I cm -EDGE AND . COMP 9'M W17 POOL TAND gAN9AHOBPECE1V, KWTEREw fANg1MILE WITH THE 3UtOAfine E9TA&J9iED IN LHAPfER U, gdiMApfNISRUTNECOOE. THESE OE91GN qµ9 AND SPECF CATxMISAFE M OOMgYNCE W THE STA400M AHD:aiIUETIHER ESTABAIEo w G1IPfER INA" CKWP 115]OFFTi WCDAHTALC0WFLCT%IN N AYD APPBOIX L TO THE FEW Sq CCASTA1 OOHS LC. MA AL THE 9WI&M POOL HAS SEEN DEW -WED NOT To NCREASE THE R OF DAMAGE TO ADJACENT OWRL SDIRMA COASTAL3 01 BB AS REOIARED V FAL CHAPIHI SMaX5M NID TElM 59 CHAPIEA IUA. IHE SNYWPIO POO. MAS SEE4OE9g1 81 AH µ ",••.". _. Q04 m o- mo ClJ c' b LU Qv c¢N CwQUQw IL LL LL z L.0 W G1U 3f ILL KLuF-Q UQ- W W g O Q. L1 NLLz0w.:34 JO . 0 LL ' " N Z d J 0 0 0 w LL W Q 2 Q iQCO CO w amp U zNZ W Q00 co N W(DE S SCALE: 3/8" = V-0" POOL AND PILE LAYOUT PLAN AND SECTIONS P-2 SHEET 2 OF 5 03/01/2018 Q*WTOPIER G xATFE NO. CDNBLLTW STRLCRSUL BKIPER AMXW LLE 9EACK FLOR =c leoel rurm an.rm,n STONE TILE OVER 20'-0" 1'-0" 4'-0" -D" 2" EXPANSION JOINT w/ FLOiMAD10NISTRAME CDDE P-3 STONE TILE OVER 20'-0' 1'-0' 4'-O" '-0" ELASTOMERIC SEALANT ELASTOMERIC SEALANT SUNSHELF SLAB w/ EDGE WEIR POOL WALL w/ AMOSCEOIAAV FRANGIBLE CONCRETE SLAB 1-/4 O 12' O.C., /4 VERTICAL O 12" O.C., EL +18.67' NAVD STONE TILE OVER EACH WAY, TOP AND AND N4 HORIZONTALTOPOFCOPING 0*w-av mn OVER COMPACTED SAND AS z" EXPANSION JOINT w 12• CONCRETE VANISHING DBYrC OOFTE3 NSUAMEFENTABPEOUPEDeYFACCMMIER87attp5(N AND FERN 55, W. CNAPIEN I2GA. FRANGIBLE CONCRETE SLAB 12" 16" 16" 16" 16" PER POOL CONTRACTOR ELASTOMERIC SEALANT 4pcs 1ITHIC EDGE WEIR POOL WALL OVER COMPACTED SAND AS WALL STEP STEP STEP AL-EL. +18.17' NAVD BUILD UP PERIMETER OF C_ EL. +18.67' NAVD MONOLITHIC STEPS 4 VERTICAL O 12" O.C., TOP OF TROUGH WALL PER POOL CONTRACTOR STEP r, DECK WITH EXCAVATED w/ 1-/4 O 12" O.C., AND r/4 HORIZONTAL EL. +14.75' NAVD NEW FRANGIBLE, UN -REINFORCED 6 TROUGH WATERLINE EXISTING SAND FILL TOP OF COPING EACH WAY O 12" D.C. EACH FACE J1 EL. +15. 25' NAVD CONCRETE POOL DECK. EL. +18.67' NAVD TOP OF TROUGH WALL EXISTING GRADE 1'-4" EL +18.17' NAVD I 12" CONCRETE TROUGH BUILD UP PERIMETER OF TOP OF COPING TRGUGH 'D WALL w/ /4 EACH WAY LOCATE ALL LAP SPLICES VA THIN THE POOL N O 12" O.C., EACH FACE DECK WITH EXCAVATED CANTILEVERED STONE EL. +12.25' NAVD TOP OF TROUGH SLAB SHELL WALLS. I "' ' I WATER LINE i, EL. +18.17' NAVD E%ISTING SAND FILL COPING AS PER POOL 8'_.CONCRETE...TR.O.U.GN.._. PB -1 POOL TOP OF TROUGH WALL EXISTING GRADE OPE MANUFACTURER/OWNER EL. +18. 17' NAVD 16"0 "AUGERCAST" Z4. ,o EL. +13.17' NAVD EL. +14.75' NAVD CONCRETE ANCHOR PILE w/ WATERLINE TILE TYPICAL) EL. +10.58' NAVD 7-j/5 x 36'- 0" LONG w/ IAP 1 BOTTOM OF POOL * o a TROUGH WATERLINE p3 TIES O 12" O.C. V WATER LINE AT 34'- 0" LONG PILE 8" CONCRETE POOL SLAB I I- J1 EL. +15.25 NAVD MONOLITHIC CONCRETE CONCRETE ANCHOR PILE w/ EL. +13.92' NAVD W/ 1-j14 O 12" O.C., 'O a 24" EACH WAY, TOP AND LAP TOP OF TROUGH WALL 12" CONCRETE TROUGH STEPS INSTALLED AT TIME OF POOL SHELL 3 TIES O 12' O.C. TOP OF PILE BOTTOM TROUGH WALL w/ /4 EACH WAY 1-y4 O 12" O.C., JOEL. -20.00' NAVD N O 1Y O.C., EACH FACE 4 HORIZONTAL O 12" O.C. EACH WAYLOCATEALLLAPSPLICESWITHIN 2 THE POOL SHELL SLAB. AVOID PB -1D I L. +12.25' NAVD 4 VERTICAL O 12' O.C. o LAP SPLICES WITHIN THE POOL SHELL WALLS. 3-#4 EACH WAY ABOVE PILE I 2'-O"&-O"xll'-O'd FPB --Il TOP OF TROUGH SLAB LOCATE ALL LAP SPLICES WITHIN 4' LIP a PILE DEEP WELL CAP AT S NGLE P'L' CONCRETE. IRO.0-G_ PB -10; THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOLDRAINS SEE PLAN FOR LOC I ------SLAB -w f-/i-REINfOR01N0' SHELL WALLS. EL. +11.75' NAVD O 12' O.C. EACH WAY, 24"wide x `6"deep TOP OF PILE TOP AND BOTTOM 16"0 'AUGERCAST" POOL GRADE BEAM 24"wide x 16"deeBEYOND EL. +10.58' NAVD EL +13.92' NAVD CONCRETE ANCHOR PILE w/ POOL GRADE BEAM TOP OF PILE TOP OF PILE 7-y5 x 36'-O" LONG w/ BEYOND 3 TIES O 12" O.C. PROVIDE STD. 0' BENDS 16"0 "AUGERCAST" 16"0 "AUGERCAST 3- 4 EACH WAY AT 34'-0" LONG PILE AT THE ENDS F ALL CONCRETE ANCHOR PILE w/ CONCRETE ANCHOR PILE w/ 7-#5 34'-0' ABOVE PILE Z' PB -1 GRADE BEAM 5 7- 5 x 34'-0" LONG wTOP / x LONG w/ 2'- x2'-0" REINFORCING STEEL /3 TIES O 12' O.C. 3 TIES O 12" O.C. IPILE CAP AT 32'-0" LONG PILE AT 31'-0" LONG PILE 3pcs /3 TIES O 3" O.C. 24'wide x 16•deep B' CONCRETE_ POOL SLAB EL -20.00' NAVD SEL. -20.00' NAVD EL -20.00' NAVD AT TOP OF PILE POOL GRADE BEAM BEYOND w / M4 O O.C. BOTTOM OF PILE BOTTV— OM OF PILE f 9 BOTTOM OF PILE 16"0 "AUGERCAST• TOP AND BOTTOM, B EACH WAY CONCRETE ANCHOR PILE w/ OSS SECTION AT DEEP W 7-# 5 x 36'-0" LONG w/ 3 TIES O 12' O.C. Q.SECTION AT 34'-0• LONG PILE EL. -20.00' NA T P-3 SCALE: 3/8" = 1'-0" BOTTOM OF PILE STONE TILE OVER 20'-0" 1'-0" 4'-0" -D" FRANGIBLE CONCRETE SLAB FLOiMAD10NISTRAME CDDE P-3 OVER COMPACTED SAND AS a" EXPANSION JOINT w) 8' CONCRETE 12" CONCRETE VANISHING TIE STUM 9IN0 Glx]BBESFSfASL1WEO W('ANPfEA 12p.l ANO PER POOL CONTRACTOR ELASTOMERIC SEALANT SUNSHELF SLAB w/ EDGE WEIR POOL WALL w/ AMOSCEOIAAV BUILD UP PERIMETER OF 1-/4 O 12' O.C., /4 VERTICAL O 12" O.C., EL +18.67' NAVDDECKWITHEXCAVATED EACH WAY, TOP AND AND N4 HORIZONTALTOPOFCOPING 0*w-av mn EXISTING SAND FILL BOTTOM O 12" O.C., EACH FACE DBYrC OOFTE3 NSUAMEFENTABPEOUPEDeYFACCMMIER87attp5(N AND FERN 55, W. CNAPIEN I2GA. EXISTING GRADE EL. +18.17' NAVD CANTILEVERED STONE SUNSH lF WATER LINE COPING AS PER POOL BUILD UP PERIMETER OF AL-EL. +18.17' NAVD MANUFACTURER/OWNER TOP OF TROUGH WALL POOL r, 6" WATERLINE TILE EXISTING GRADE S PEEL. EL. +14.75' NAVD ADD 2-#5 6 TROUGH WATERLINE BOTTOM 8" CONCRETE POOL SLABa J1 EL. +15. 25' NAVD EL. +13.92' NAVD w/ 1-#4 O 12" O.C., A? EACH WAY, TOP AND TOP OF TROUGH WALL TOP OF PILE ADD 2-y 5. BOTTOM BOTTOM I 12" CONCRETE TROUGH TRGUGH 'D WALL w/ /4 EACH WAY LOCATE ALL LAP SPLICES VA THIN THE POOL N O 12" O.C., EACH FACE SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL 3-//4 EACH WAY A VE PILE - EL. +12.25' NAVD TOP OF TROUGH SLAB SHELL WALLS. PB -1 2' - 0'x2' -0'x1' -0'd PILE CAP AT SINGLE PILE, 8'_.CONCRETE...TR.O.U.GN.._. PB -1 SEE PLAN FOR LOCATIONS EL. +12. 17' NAVD SLAB-1/-i4-REINFORCR TOP OF PILE O 12" O.C. EACH WAY, 16"0 "AUGERCAST" 24'wide x 1 "deep TOP AND BOTTOM CONCRETE ANCHOR PILE w/ POOL GRAD BEAM 24'wide x 16"deep EL. +10.58' NAVD 7-j/5 x 36'- 0" LONG w/ EYOND POOL GRADE BEAM TOP OF PILE p3 TIES O 12" O.C. BEYOND AT 34'- 0" LONG PILE 16"0 "AUGERCAST" PROVIDE STD. 0' BENDS 16"0 "AUGERCAST' CONCRETE ANCHOR PILE w / AT THE ENDS F ALL CONCRETE ANCHOR PILE w/ 7- 5 x 34'-O" LONG wGRADEBEAM # TOP / 7- 85 x 34'-0" LONG w/ REINFORCING S EL y3 TIES O 12" O.C. 3 TIES O 12' O.C. AT 32'-0" LONG PILE AT 31'-0" LONG PILE EL. -20.00' NAVD BOTTOM OF PILE SEL. -20.00' NAVD JOEL. -20.00' NAVD BOTTOMM F PILE FBOTTOM OF PILE CF' OSS SECTION AT SUNSHE F SECTION2 P-3 SCALE: 3/8" = 1'-O" CROSS SECTION AT POOL STEPS 3 SECTION FLOiMAD10NISTRAME CDDE P-3 SCALE: 3/4" STONE TILE OVER TIE STUM 9IN0 Glx]BBESFSfASL1WEO W('ANPfEA 12p.l ANO C"L1MGSfISk_rL%LENGNm FRANGIBLE CONCRETE SLAB AMOSCEOIAAV MP@ iIIXLro THE fEM5gCW4TAL W16'iVCf10N WNUAL OVER COMPACTED SAND AS EXPANSION JOINT w/ PER POOL CONTRACTOR 0*w-av mn ELASTOMERIC SEALANT NEW FRANGIBLE, UN -REINFORCED DBYrC OOFTE3 NSUAMEFENTABPEOUPEDeYFACCMMIER87attp5(N AND FERN 55, W. CNAPIEN I2GA. CONCRETE POOL DECK. CANTILEVERED STONE COPING AS PER POOL BUILD UP PERIMETER OF MANUFACTURER/OWNER DECK WITH EXCAVATED EXISTING SAND FILL 6" WATERLINE TILE EXISTING GRADE S PEEL. 18. 17' NA TOP OF WATER 5 _ v WATER LINE 4 HORIZONTAL 12" CONCRETE POOL WALL O 12" O.C., w/ N4 REINFORCING EACH FACE O 12" O.C. EACH WAY, EACH FACE #4 VERTICAL O 12. O.C., EACH FACE 12" TYPICAL COPING/EDGE DETAIL 4 SECTION P-3 SCALE: 3/4" = 1'-0" m IL Q C~JoUJ p H.0_ I],N,}} 11 Q = b Lij O EL 0Q W W LL X Z W LL O W W Of U nU J Q j Q 0 W p C, a LLI w N c -LLZv O ooF_ LL Q LL N Z a J 0 Lu 00 LLL W QS Q W wmU ZNZ w F_ 0 m N W(DE S SCALE: 3/8"= 1'-0" POOL SECTIONS AND DETAILS I P-3 To TEB oFrrEBIGIEEM*C"ZDGEANGBElEE. SHEET S OF5 TESE swaaaa Pool DFax LPwa u®sPEcsumNBABEM 03/01/2018 C PLWKE WIN THE STANDMOS ESTABILMED N OWTEN NLMOPF1e BSLE FLOiMAD10NISTRAME CDDE TES DESIGN PLWS AND SPECFrGTONSMEM COPBIWILEWfIH OUIEIOPI It C. xAME MC. TIE STUM 9IN0 Glx]BBESFSfASL1WEO W('ANPfEA 12p.l ANO C"L1MGSfISk_rL%LENGNm ONPT9Y 13.5]OF FEW Sq CWBTAL COHBTFLCTI011 WNWL IIO AMOSCEOIAAV MP@ iIIXLro THE fEM5gCW4TAL W16'iVCf10N WNUAL W]CWNJLLESEC/LRON — WMV7 m THE SWAYING POOL NAB BEEN DESIGNED NOT TO Px.FFASE THE PoSK 0*w-av mn OFNTABRE ANDF4 DBYrC OOFTE3 NSUAMEFENTABPEOUPEDeYFACCMMIER87attp5(N AND FERN 55, W. CNAPIEN I2GA. yqff 1 4 HORIZONTAL O 12" O.C., EACH FACE 4 VERTICAL O 12" O.C., EACH FACE 24"wide x 12'deep POOL GRADE BEAM w/ 5-#5 TOP AND 5-#5 BOTTOM w/ 3 STIRRUPS O 6"/ 12" O.C. PB -2 LOCATE ALL LAP SPLICES WITHIN) THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 3-# 4 EACH WAY ABOVE PILE, 2' - 0"x2' -0"x1' -0"d PILE) CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 16"0 "AUGERCAST CONCRETE ANCHOR PILE w/ 7-#5 x 34'-0" LONG w/ 3 TIES O 12" O.C. AT 32'-0" LONG PILE BUILD UP PEF DECK OATH EXISTING EXISTING C 12" CONCRETE SPA WALL -- w/ #4 REINFORCING O 12" O.C. EACH FACE, EACH WAY 4 VERTICAL O 12" D.C.— 4 HORIZONTAL O 12" D.C.— EL. +13.50' NAVID TOP OF PILE LOCA E ALL LAP SPLICES WITHIN) THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 4 EACH WAY ABOVE PILE-) 2'-0"x2'-0"x1'-O"d PILE J CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3pcs #3 TIES O 3" O.C. AT TOP OF PILE 16*0 "AUGERCAST" ONCRETE ANCHOR PILE w/ 7-# 5 x 36'-0" LONG w/ 3 TIES O 12" O.C. AT 34'-0" LONG PILE 4 HORIZONT L SPA EACH ACE POOL BENCH #4 VERTICAL I O 12" O.C., II EACH FACE 24" LAP ai 8" CONCRETE POOLISLAB W/ #4 O 12" O.C. TOP AND BOTTOM, EACH WAY 8" CONCRETE SPA SLAB W-7" 42'- 8" 8'-6" 8'-7" nes,a.ae oroaoEsx nunsFccs,amLvrAEn EL +18.67' NAVD EACH WAY, CENTERED BEYOND EL. +18. 6Y NAW TOP OF COPING dWIBiOREAGxAl1E NC. SIPUCOAUL BIDIFDi BEND OVER 7-#5 VERTICAL At809CEQAAVBAIE TOP OF COPING CANTILEVERED STONE COPING AWBAIXLTCTNEFDM54CQQTT&CONST NON= REINFORCING FROM AUGERCAST EL. +11.92' NAVD CANTILEVERED STONE- POOLASPERPOOL MANUFACTURER/OWNERMANUFACTURER/OWNERI EL. +18. 17' NAVQ I I COPING AS PER 6" WATERLINE TILE I I fftF& RM NACCORDANCES FAG CNAPTER Bffi.V=(4 6" WATERLINE T1LE- WATER LINE io POOL H I o a 8" CONCREtE POOL SLAB I I B" CONCRETE POOL SLAB v 4 w/ 1-#4 0'12- O.C., in EL. +13.17' NAVD w/ 1-#4 O 12" O.C., EL +13.67' NAVD A EACH WAY, ITOP AND i BOTTOM OF POOL I EACH WAY, TOP AND I BOTTOM OF POOL BOTTOM BOTTOM PB-, PB_1 PB -1 IPILEPB -1 EL. +12.17' NAVD EL. +11.92' NAVD DEEP WELL EL. +11.75' NAVD EL. +11.92' NAVD TOP OF PILE TOP OF PILE DRAINS TOP OF TOP OF PILE 3pcs #3 TIES O 3" O.C. AT TOP OF PILE PROVIDE STD. 90' BENDS 24"wide x 12"deep POOL AT THE ENDS OF ALL GRADE BEAM w/ 5-# 5 TOP GRADE BEAM #5 TOP AND ZZI BOTTOM w/ REINFD ICING STEEL 3 STIRRUPS O 8"/12" O.C. 16"0 "AUGERCAST" 16"0 "AUGERCAST" 16"0 "AUGERCAST" 16" 0 "AUGERCAST" CONCRETE ANCHOR PILE w/ CONCRETE ANCHOR PILE w/ CONCRETE ANCHOR PILE w/ CONCRETE ANCHOR PILE 7-#5 x 34'-0" LONG w/ 7-# 5 x 34'- 0" LONG w/ 7-# 5 x 34'-0" LONG w/ 7-# 5 x 34'-0" LONG w/ 3 TIES O 12" O.C. 3 TIES O 12" O.C. 3 TIES O 12" O.C. 3 TIES O 12" O.C. AT 32'-0" LONG PILE AT 32'- 0" LONG PILE AT 32'-0" LONG PILE AT 32'-0" LONG PILE J EL. -20.00' NAVD J,EL. -20.00' NAVD EL 20.00I NAND SEL. -20.00' NAVD SEL. -20.00' NAVD BOTTOM OF PILE BOTTOM MOF PILE BOTTYOMOFPILEBOTTOMOFPILEBOTTOMOFPILE LONGITUDINAL CROSS SECTION SECTION P-4 SCALE: 3/ 8" = 1'-0 1 -0 8'-0" STONE TILE OVER ABLE CONCRETE SLAB WALL WALL COMPACTED SAND AS/z" EXPANSION JOINT w/ R POOL CONTRACTOR ELASTOMERIC SEALANT TILE SURFACE TER OF EL +18.67' NAVD AT SPA OVERFLOW AVATED TOP OF COPING EL. +16.19' NAVD ND FlLl 6" 1'-6" 8'- 0" TOP OF SPA TILE DE BENCH EL. +18.17' NAVD EL +18.17' NAVD SPA WATER LINE WATER LINE 12" CONCRETE SPA WALL -- w/ #4 REINFORCING O 12" O.C. EACH FACE, EACH WAY 4 VERTICAL O 12" D.C.— 4 HORIZONTAL O 12" D.C.— EL. +13.50' NAVID TOP OF PILE LOCA E ALL LAP SPLICES WITHIN) THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOL SHELL WALLS. 4 EACH WAY ABOVE PILE-) 2'- 0"x2'-0"x1'-O"d PILE J CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3pcs #3 TIES O 3" O.C. AT TOP OF PILE 16*0 "AUGERCAST" ONCRETE ANCHOR PILE w/ 7-# 5 x 36'-0" LONG w/ 3 TIES O 12" O.C. AT 34'-0" LONG PILE 4 HORIZONT L SPA EACH ACE POOL BENCH #4 VERTICAL I O 12" O.C., II EACH FACE 24" LAP ai 8" CONCRETE POOLISLAB W/ #4 O 12" O.C. TOP AND BOTTOM, EACH WAY 8" CONCRETE SPA SLAB 24"wide x 16"deep w/ 1-#4 O 12" O.C., POOL GRADE BEAM PB -1 nes,a.ae oroaoEsx nunsFccs,amLvrAEn 03/0112018 COW,ANEWf5H TME STANDARDS ESGBUSH NQVPM EACH WAY, CENTERED BEYOND TNEBEOEBNNIRN WSPECF1UtM AKN COLPWNCEM dWIBiOREAGxAl1E NC. SIPUCOAUL BIDIFDi BEND OVER 7-# 5 VERTICAL At809CEQAAVBAIE AWBAIXLTCTNEFDM54CQQTT&CONST NON= REINFORCING FROM AUGERCAST EL. +11.92' NAVD CONCRETE ANCHOR PILE INTO TOP OF PILE 1 TIE BwdNWDP00LHAB BEEN OESpt®IB MI E%PFNIA&E MONOLITHIC SPA SHELL SLAB AND BENCH PROVIDE STD. 90' BENDS AT THE ENDS OF ALL GRADE BEAM #5 TOP REINFORCING STEEL EL. -20.00'20.00' NAVAA EL. -20.00' NAVT BOTTOM OF PILE BOTTOMOFPILEY CROSS SECTION THROUGH SPA AND OVERFLOW 2 SECTION P-4 SCALE: 3/4" = V-0" X24"wide x 16"deep POOL GRADE BEAM BEYOND 3-#4 EACH WAY ABOVE PILE 2' - 0"x2' -0"x1' -0"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3pcs #3 TIES O 3" O.C. AT TOP OF PILE 16" 0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 36'- 0" LONG w/ 3 TIES O 12" O.C. AT 34'-0" LONG PILE I$EL. -20.00' NAVD BOTTOM OF PILE SOUTH 12" CONCRETE POOL WALL w/ #4 REINFORCING O 12" O.C. EACH WAY, EACH FACE STUCCO FINISH AS PER POOL MANUFACTURER STONE TILE OVER FRANGIBLE CONCRETE SLAB OVER COMPACTED SAND AS PER POOL CONTRACTOR BUILD UP PERIMETER OF DECK WITH EXCAVATED EXISTING SAND FILL PB -2 `-EXISTING GRADE 3-j4 EACH WAY ABOVE PILE 3pcs #3 TIES O 3' O.C. AT TOP OF PILE 2' -0"x2' -0"x1' -0" d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS H16"0 "AUGERCAST" CONCRETE ANCHOR PILE w/ 7-#5 x 34'-0" LONG w/ 3 TIES O 12" O.C. AT 32'-0" LONG PILE EL -20.00' NAVD BOTTOM OF PILE CC C-4 m Q-Mto 00 g ~ N C7 Q UowQv L.?C, W U UUXrn L cn y uW1u1LL lL 0U KWLu Uo3 J CL J F m ri W O O: Z N ILL Sa50 LL QZLL C4d J O Lu n Lu W w wQ= QVQw m wmU ZNZ Lu O co N W(DE S SCALE: 3/8"= 1'-0" POOL SECTIONS AND DETAILS P-4 IWTOTHEBESTOFRe4GMIS OMf OE AW 30". SHEET A OF 5 nes,a.ae oroaoEsx nunsFccs,amLvrAEn 03/0112018 COW,ANEWf5H TME STANDARDS ESGBUSH NQVPM BNGNOP tSSLE 025.4RC ADwNBiPATNECODE TNEBEOEBNNIRN WSPECF1UtM AKN COLPWNCEM dWIBiOREAGxAl1E NC. SIPUCOAUL BIDIFDi TNESTANDAMSAWCAMMESESTA&BL WCWP1E IUAND At809CEQAAVBAIE CHAPIeiW3 OF FBM M COASTAL CONVIWCTONYANUKANO JIG10fxlvllE BEIL I ROP11132750AWBAIXLTCTNEFDM54CQQTT&CONST NON= 8W R1T4M THE SA' M POOL HAS BEEN DESKit81 NOT TO 14UTBE THE OF EMD SIM AMAND FSCORIA PECUREO SY FAC CNA!eY Sffi31o7(n AND FBM 55. A (T ASOLMO MAPTER C TER laA TIE BwdNWDP00LHAB BEEN OESpt®IB MI E%PFNIA&E R PE 3WO SIGNATURE 14 ME W( fftF& RM NACCORDANCES FAG CNAPTER Bffi.V=(4 RAM 8F STONE TILE FINISH AS PER ARCHITECTURAL PLANS SAWCUT FRANGIBLE, UN -REINFORCED, CONCRETE POOL DECK SLAB ON GRADE ON A 5'-0" x 5'- 0" GRID MAXIMUM) NEW FRANGIBLE, UN -REINFORCED CONCRETE POOL DECK. FINISH TO BE DETERMINED BY OWNER BUILD UP PERIMETER OF DECK WITH EXCAVATEDlEXISTINGSANDFILL 6" LAYER SAND BASE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) EXISTING GRADE STABILIZED SUBG ADE, NON -PLASTIC, INORGANIC, EXIS ING EXCAVATED GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 95 OF THE PROCTOR MAXIMUM DRY D NSITY (ASTM D 1537) NOTE: SAWCUT CONCRETE SLAB WITHIN 4 TO 12 HOURS OF CONCRETE PLACEMENT. ARRANGE SAWCUTS TO CREA APPROXIMATELY 5' x 5' SQUARE PATTERN OVER THE ENTIRE SLAB. G DETAIL SCALE: 3/4" = 1.'-O" 6'-0' O.C. TYPICAL) J 4'-0" ALUMINUM FENCE 2 SECTION P-5 SCALE: 1/2" = 0" EXTRUDED ALUMINUM TOP RAIL ARCHITECTURAL DETAIL AS PER OWNER 1" SQUARE PICKETS 05" O.C. 3" SQUARE POSTS 6'-0" O.C. 1"x2' BOTTOM RAIL 16" DIA. LIMEROCK BASE COMPACTED TO A DENSITY OF AT LEAST 95% OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) STABILIZED SUBGRADE, NON -PLASTIC, INORGANIC, GRANULAR SOIL COMPACTED TO A DENSITY OF AT LEAST 95% OF THE PROCTOR MAXIMUM DRY DENSITY (ASTM D 1537) ALLOW FOR A VERTICAL _ CONCRETE WALL w/ //4 VERTICAL AND HORIZONTAL EXISTING LOWER CONCRETE DOWELS O 12" O.C. PATIO SLAB ON GRADE AS PER THE SURVEY REPLACEMENT STEPS AT LOWER CONCRETE PATIO 1 SECTION P-5 SCALES 3/4" = V-0" N OND d NP7abQ" o- W pFQY p H—CIN WQ VSER$ U0Os 0'W WI. 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