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1291 BEACH AVE - POOL20-0005 PERMIT City of Atlantic Beach APPLICATION NUMBER Building Department (To be, igned by the Building Department.) 800 Seminole Road CO 120 OC) Atlantic Beach, Florida 32233-5445 1 Phone(904)247-5826 Fax(904)247-5845 y? E-mail: building-dept@coab.us Date routed: _5/ Z O City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I 2A I 1 CJQ tA VG De artmgr,it review required Ye No \ ildm V Applicant: l OQ(.,,5 -j Li JO NK) CC-}�(Z lanning &Zoning Tree Administrator Project: SA)( i t ILD G- 0 O!� u lic Works Public Utilities Public Safety Fire Services Review fee $ _ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept.of Environmental Protection Florida Dept. of Transportation St.Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: proved. ❑Denied. ❑Not applicable (Circle one.) Comments: BUILDIN PLANNING &ZONING Reviewed by: Y ' V Date: 3��0p /7--Ci TREE ADMIN. Second Review: A roved as revised. ❑ pp ❑Denie Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach APPLICATION NUMBER p0;� 4. .1. '•> Building Department (To be a signed by the Building Department.) / i 800 Seminole Road CCS LZO ._ OC)5 • Atlantic Beach, Florida 32233-5445 Phone(904)247-5826 • Fax(904)247-5845• E-mail: building-dept@coab.us Date routed: // I ( ( 2- 0 City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: I 2-9 C1AQ_L-4 Evc- De•• nt review required Yes No < •.,_ildhq Applicant: I OC7(�S k J o k eL 2Kso i'lanning &Zoning Tree Administrator Project: [ NA..AA. i �G I 0 O L.• u lic Works�> Public Utilities Public Safety Fire Services Review fee $ Dept Signature Review or Receipt Other Agency Review or Permit Required of Permit Verified By Date Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: pproved. Denied. Not applicable (Circle one.) Comments: BUILDING PLANNING &ZONING • Reviewed by: Date: TREE ADMIN. Second Review: ❑Approved as revised. Denied. I !Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: ['Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 City of Atlantic Beach ;"' .••.... - APPLICATION NUMBER Building Department V t. (To be a signed by the Building Department.) a A • 800 Seminole Road ; Atlantic Beach, Florida 32233-5445 MAiR I 12020 LZO OCDS Phone(904)247-5826 Fax(904)247 5 ( `�D7S 9%-' E-mail: building-dept@coab.us Date routed: / 1 t 2-- City City web-site: http://www.coab.us APPLICATION REVIEW AND TRACKING FORM Property Address: i �� i E CRQ_(,_4 TA VG _ De nt review required Yes No qiujj!lin Applicant: l OOC, ,SO CC- 2_/G._ . /arming & Zoning �' Tree Administrator Project: 'C`.Jl t}I iv_NA . Iv G \ 0 O l—. lic Works-- Public orks~Public Utilities Public Safety Fire Services Review fee $ Dept Signature Other Agency Review or Permit Required Review or Receipt Date of Permit Verified By Florida Dept. of Environmental Protection Florida Dept.of Transportation St. Johns River Water Management District Army Corps of Engineers Division of Hotels and Restaurants Division of Alcoholic Beverages and Tobacco Other: APPLICATION STATUS Reviewing Department First Review: nApproved. Denied. Not applicable (Circle one.) Comments: 1' BUILDING ?tains.-too talc-k Lasev-(�cAle, PLANNING &ZONING J/f r Reviewed by' ��i _„ 'Date. 26 TREE ADMIN. Second Review: A roved as revised. Denied.. ❑ pp ❑Not applicable PUBLIC WORKS Comments: PUBLIC UTILITIES PUBLIC SAFETY Reviewed by: Date: FIRE SERVICES Third Review: Approved as revised. ❑Denied. ❑Not applicable Comments: Reviewed by: Date: Revised 05/19/2017 PUBLIC WORKS PLAN REVIEW COMMENTS Date: : —7/✓ /1 Application#: fiec/ 2 a � Project Address: a,f'/ x'4"1!,. 1 r 1rj ' CORRECTION ITEMS Check Box to Select CSMP 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. DPLN Provide drainage plans showing site topography(flow arrows, etc.). 0 ESCP Provide erosion and sediment control plans with installation details. 0 IMPS Provide impervious surface calculations for entire lot(existing and post construction). 0 Section 24-66(b) of the Land Development Regulations requires on-site storage for increased run-off LDCS if adding 250 SF or more impervious surface. Provide Delta volume calculations and on-site retention required per Section 24-66(b). REPM A Revocable Encroachment Agreement must be submitted. 0 RMRO All runoff must remain on-site. Cannot raise lot elevation. 0 RWPM A Right-of-Way Permit must be obtained. 0 TSUR Provide a pre-construction topographic survey prepared by a Florida Licensed Professional Land ❑ Surveyor, showing 1'contours. CUT Provide manufacturer cut sheets for 50%credit on Turf Block pavers. 0 DW Maximum driveway width within the City right-of-way is 20' (circular driveway width is 12' maximum). 0 PAV Provide paver installation method (must meet I.C.P.I.). 0 WRA Provide a detailed plan of water retention area and how water runoff gets to water retention areas and then to street. WR Provide detailed plans showing proposed water retention. 0 SID Concrete sidewalk must continue through driveway. 0 45 Documentation shows impervious areas are over the 45%allowed by City code. V 0 Revised 2/26/19 PUBLIC WORKS PLAN REVIEW COMMENTS (Revised 3/6/20) Date: — d Application#: — &;1D Project Address: I 02 5-,g4(....4t 4de • 1 Check Bo CONDITIONS OF APPROVAL TO PRINT ON PERMIT toSelectx All concrete driveway aprons must be 5" thick,4000 psi, with fibermesh from edge of pavement Driveway to the property line. Reinforcing rods or mesh are not allowed in the right-of-way. 0 Apron (Commercial driveways—6" thick). Full erosion control measures must be installed and approved prior to beginning any earth / Erosion IR/Control disturbing activities. Contact the Inspection Line (247-5814) to request an Erosion and Sediment Control Inspection prior to start of construction. Onsite Runoff All runoff must remain on-site during construction. Post Const. If on-site storage is required, a post construction topographic survey documenting proper TOPO construction will be required. All water runoff must go to retention area and retention overflow Survey must run to street. Pool Pool—Wellpoint (if used) must discharge into vegetated area 10' minimum from street or drainage Wellpoint feature (swale, structure or lagoon). Roll off Roll off container company must be on City approved list. List can be obtained at the Building Container Department at City Hall. Roll off container cannot be placed on City right-of-way. ROW Restoration Full right-of-way restoration, including sod, is required. Utility Any utility cuts in the road must be repaired using COJ Standard Detail Case X and must be overlaid ❑ Road Cut 10' in each direction from the center of the cut. Repair must be shown on the plans. Construction Provide construction site management plan, including location of silt fence, dumpster, portable ci7 Site Mgmt. toilet. Right-of-Way Permit is required if using right-of-way for construction parking. Runoff All runoff must remain on-site. Cannot raise lot elevation. Document Impervious Strongly suggest thorough documentation of impervious areas be recorded. 0 Slab Slab and driveway to be fully removed. 0 Driveway Maximum Maximum driveway width within the City right-of-way is 20'. 0 Driveway Circular Maximum circular driveway width within the City right-of-way is 12'. 0 Driveway Grass Full site to be grassed. ❑ TOPO Must provide a topographic (TOPO) survey with water retention for final CO Inspection. 0 Survey Revision Any plan change must be submitted as a Revision to the Building Department. 0 Fencing All old fencing and debris must be removed from job site by Contractor. 0 Removed Decking All old decking and debris must be removed from job site by Contractor. 0 Removed Infra Any damage done to infrastructure must be repaired by Contractor. 0 structure As-Built Contractor must submit As-Built plans to City within 30 days after completion of project. 0 iazer hea liA. rel zigaocK-- ----z:44t i-V,i,2,/ ,) ,rer). 00.2 :, / .-(--4 b__f__ ___Iiwie LY,,Z__X___ari l -1Lr-X---*,j ' sip_ --Yoz-4K itod '-' 14fr , 4224 /t. h4_,_,. := _I' 4441644, 3f'd' 1C Sti - ` 7_4,e44) Se3 iz2 .2Z-V-1( fi-f t 17 ' -' Oti . _ „tr.91 IIf ' 'I "- •;: ' ,,., / -1-Y,Y S; l',.r " I J.4,1,y_y_44 t 11 /4- '71 t Toz, --n ?a__ 04,,_ t ___Lt _croliv_ o'-'iz_x__ 4,_ t / gqi /Cr _____. ., ;1141( y -ii_ 0 Y f,ri( 7' i /110 ti , a� DePartry,• 0 1.3 w i0 t• O*iQhta) P< O PERMIT NUMBER:DU-558 c. PERMITTEE Chris and Nadia Hionides c/o Kevin Partel,President Coastal Consulting&Restoration,P.A. 4230 Myrtle Street St.Augustine,Florida 32084 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description,was filed by the applicant/permittee named herein on July 12, 2019, and was determined to be complete pursuant to rule on July 12, 2019. The proposed major structure is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons,the Department fmds that upon compliance with the permit conditions,the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005,Florida Administrative Code. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department.Therefore,future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE: August 7,2022 LOCATION: Between approximately 426 feet and 476 feet north of the Department of Environmental Protection's reference monument R-48 in Duval County. Project address: 1291 Beach Avenue,Atlantic Beach. PROJECT DESCRIPTION: Swimming Pool 1. Location relative to control line: Approximately 66.0 feet seaward. 2. Exterior dimensions: Pool is approximately a maximum of 13.0 feet in the shore-parallel direction by approximately 31.0 feet in the shore-normal direction. PERMITTEE: Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 2 3. Type of foundation: Piles. 4. Deck elevation of swimming pool: Approximately+18.5 feet(NAVD). 5. Bottom elevation of swimming pool shell: +11.3 feet(NAVD). 6. Maximum depth of swimming pool: 6.0 feet. 7. Height of pool deck above existing grade: A maximum of 1 foot. Excavation/Fill 1. Total volume of excavation: Approximately 85 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: Approximately 35 feet to 66 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 85 cubic yards.Special Permit Condition 4. 4. Location of fill to be placed: From approximately 35 feet to 79 feet seaward of the control line. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. Special Permit Condition 3. 2. Paver pool deck,varying in width from 2.5 feet to 5.5 feet, extending a maximum of 70.3 feet seaward of the control line. 3. A 4-foot high aluminum pool fence along the south property line. 4. Sod plantings. 4. Pool lighting. Special Permit Condition 5. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit,a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit.The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at 904/655-1765 or trey.hatch(adep.state.fl.us to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing native vegetation and dune features located on the site. PERMITTEE: Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 3 3. Any rubble and debris existing on the lot or resulting from new construction shall be removed and disposed of in a location landward of the coastal construction control line. Rubble and debris shall not be buried by fill material. 4. All material to be excavated seaward of the coastal construction control line as part of construction authorized under this permit shall remain in and be placed in areas seaward of the coastal construction control line. All fill material shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. 5. All lighting shall be installed and maintained as depicted in the approved lighting schematic.Underwater pool lighting shall be amber or red LED or equivalent and provide no more than'/2 foot candle per square foot of pool surface area.There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However,if a fixture or lamp is changed to a different type,manufacturer or catalog number for any reason, or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation.No additional permanent exterior lighting is authorized. 6. Permittee shall submit compliance reports as specified in Special and General Permit Conditions of this permit. General Permit Condition 1(r) pertain to a written report which must be submitted to the Department of Environmental Protection at specified times. The form for the report: 1(r) Final Certification (DEP Form 73-115B) is available by clicking on the following link http://www.dep.state.fl.us/beaches/forms.htm#CCCL. The form may be submitted electronically. GENERAL PERMIT CONDITIONS: (1) The following general permit conditions shall apply, unless waived by the Department or modified by the permit: (a)The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to section 120.60(7), F.S., and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work,or both.No other construction or activities shall be conducted.No modifications to project size,location,or structural design are authorized without prior written approval from the Department. A copy of the notice to proceed shall be conspicuously displayed at the project site.Approved plans shall be made available for inspection by a Department representative. (b)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. (c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d) The permittee shall hold and save the State of Florida, the Department, and its officers and employees harmless from any damage,no matter how occasioned and no matter what the amount, to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. PERMITTEE: Chris and Nadia Hionides PERMIT NUMBER:DU-558 PAGE 5 (p)The permittee shall immediately inform the Department of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q)For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed.At that time the foundation location form shall be submitted to and accepted by the Department prior to proceeding with further vertical construction above the foundation.The form shall be signed by a professional surveyor,licensed pursuant to chapter 472,F.S.,and shall be based upon such surveys performed in accordance with chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Department using the form entitled"Foundation Location Certification"—DEP Form 73-114B (Revised 9/05),which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form.All survey information upon which the form is based shall be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (r) For permits involving major structures and exterior lighting on major structures, the permittee shall provide the Department with a report by a registered professional within 30 days following completion of the work. For permits involving armoring or other rigid coastal structures, the permittee shall provide the Department with a report by an engineer licensed in the State of Florida within 30 days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit, including exterior lighting, have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans,project description, or permit conditions,and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B- 33.0155(1)(a),F.A.C. If none of the permitted work is performed,the permittee shall inform the Department in writing no later than 30 days following expiration of the permit.The report shall be provided on the form entitled "Final Certification" DEP Form 73-115B (Revised 9/05), which is hereby adopted and incorporated by reference. Copies of the "Final Certification" form are available at the following website: haps://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms (s) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size, location,or structural design shall be authorized by the Department in accordance with rule 62B-33.013,F.A.C. (2) The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or,if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease,license,easement,or other form of consent authorizing the proposed use. (3) The permittee shall obtain any applicable licenses or permits required by Federal, state, county, or municipal law. (4)This permit does not authorize trespass onto other property. (5)In the event of a conflict between a general permit condition and a special permit condition, the special permit condition shall prevail. (6) Copies of any forms referenced above can be obtained by contacting the Department of Environmental Protection, 2600 Blair Stone Road, MS 3522, Tallahassee, Florida 32399-2400, at haps://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms or by telephoning(850)245-8336. Approved plans are incorporated into this permit by reference. PERMITTEE: Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 7 Extension of Time Under Rule 62-110.106(4),F.A.C.,a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may,for good cause shown,grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399-3000,or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing.A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes final,any party to this action has the right to seek judicial review pursuant to Section 120.68,F.S.,by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel(Station#35, 3900 Commonwealth Boulevard,Tallahassee,Florida 32399-3000)and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal.The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. EXECUTION AND CLERKING Executed in Tallahassee,Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION ?'2e4 David A.Kriger,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: Kevin Partel,Coastal Consulting&Restoration,P.A.,kevinpartel(a,gmail.com Trey Hatch,FDEP CCCL Field Inspector,trey.hatch(a,dep.state.fl.us Dan Arlington,City of Atlantic Beach Building Official,darlington@coab.us Chris and Nadia Hionides,Property Owners,nhionidesQfoundationacademy.com FILING AND ACKNOWLEDGMENT FILED,on this date,pursuant to Section 120.52,F. S.,with the designated Department Clerk,receipt of which is hereby acknowledged. d.4t a., 08/07/2019 Clerk Date ° '° Building Permit Application & 1 - Updated 12/8/17 City of Atlantic Beach 800 Seminole Road,Atlantic Beach,FL 32233 r� Phone:(904)247-5826 Fax:(904)247-5845 Job Address: i 2 9 ) B eo� Akre. 32233 Permit Number: ROC, Z0— CDooS Legal Description Co -1 / Yl'+-tC 1.�� C..0-W I; 12 ZIP 51 RE# i 702Op 95 — p Valuation of Work(Replacement Cost) $tS, '2b Heated/Cooled SF Non-Heated/Cooled • Class of Work(Circle one): New Addition Alteration Repair Move Demo Poo 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 detail the type of work to be performed: i n g ruAnd pod Florida Product Approval# for multiple products useroduct approval pprovalform Propert Owner Information n Name: j cot Q H r on i Address:' PO BO) 3301 08 City A _ &Q// State FI Zip 32233 Phone c0- •2,I 9 - 0.9be E-Mail 1(X) t I6)eCornea-Di . net- Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Inform'F0 - a on Name of Company: D13 b CXoh/) A€ iY qualifyin�'�Agent: gent: Address (.„,--e "8-)A .'" Ic I_� a. 1J. City 0J1<x-)1�/r )(C-State F( Zip 2023- Office Phone ) • - 223 -L!O .) Job Site/C t ct Number -bi'1 State Certification/Registration# E-Mail (Ae bl e ,C��j( �' � - Architect Name& Phone# 1" Engineer's Name& Phone# Workers Compensation 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 FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. (.-- .,. g...e.\_.... y..L.ea._._..___ (Signature of Owner or Agent) (Signa re of Contractor) (including contractor) Si ed and sworn to(or affirmed) �beff rem this 1.day of :d and sworn to(or affirmed efore e this �� dayOof n�� , ' / 1 Crua'4Z I Gte. �(qk '/� � 71� by � l 0 . 0,1a� (Signature of o .• , .- (Signature of i• s. Y. DEBORAH WERLING ( ] Personally Known OR ;'c•• •; e Yo'••., DEBORAH WERLING �� MY COMM{SS{ON#GG 356196 Personally Known OR �. 't, I Produced Identificati ',._::,."_'•--1-, :*) ,., MY COMMISSION#GG 356196 Type of Identification: �`'P* SIRES:November 17,2023 [ 1 Produced Identificatio *: •*: ra .4"O o; g« d 7 Notary Publk Underwriters Type of Identification: •'�`'Q EXPIRES., :'embef U7,2023 -.►', Building Permit Application U datedl2/8/17 71 y City of Atlantic Beach J 0 B C 0 F5'Y •<�av- 800 Seminole Road,Atlantic Beach,FL 32233 Phone:(904)247-5826 Fax:(904)247-5845 Job Address: 12 9 1 B eoch Av-e" 322,.33 Permit Number: ROC- to ~ C-DCDOS Legal Description CO -/ A (1 i]C L- I, I2 E.k 51 RE# r' 70295 - ( X0 Valuation of Work(Replacement Cost)$35, � 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 detail the type of work to be performed: ncr r)d Pod Florida Product Approval# for multiple products useroduct approval pprovalform Propert Owner Information Name: / 0 ci HiOn / dE5 Address:' i"/� O $ 330105 City A • ,to/ State F-1 Zip 32233 Phone -/- 2I9 - 69(0e E-Mail I()Tl r 6)(V CDr Ca- . . net Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Informa on Name of Company: 'FURLS b - ohn `ir, on Qualifyi�g�Agent: Address �9 �)/lS�liu of 1UCity L-�%CJ 1 -)-12 r )IC'State F( Zip Z 2ZZS Office Phone C) 1 - 2.2.3 —L-10,- ) Job Site/Contact Number ')11 State Certification/Registration# E-Mail c ebbs e p c��,rn Architect Name&Phone# Engineer's Name& Phone# Workers Compensation 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 FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Jjc— - t • .1 ' (Signature of Owner or Agent) .(41. gr �`�e of Contracrac (including contractor) (Signa rtor) Si ed and sworn to(or affirmed)before,�pm this 00 day of • :. and sworn to(or affirmed)before e this day of 2020 , 1V at 1 c1 -1( ' d6� r by SCJ Yl N'�tk- 7c> (Signature of rjo) „„ �1\� - (Signature of ';PY.. DEBORAH WERLING [ ] Personally Known OR ;•�a• ."• "; e "'"., DEBORA}fWERLING • •r. MY COMMISSION#GG 356196 Personally Known OR t ,,, ,:; [>( Produced Identificati :*: ,., . - MY COMMISSION#GG 356196 �' s°a•,,^�.o`: EXPIRES:November 17,2023 [ ] Produced Identificatioi *: • E ``" EXPIRES:November 17,2023 Type of Identification: ;.'..,.o QP, Ba+dod7Awll.0•0 ft dlcUnde+r"*" Type of Identification: +��`'P°` '�'.rOr i�A,+ DQRISOC TtK{I NntA7y Public > �/r. 4�r. ,. . ,,,, TREE &VEGETATION AFFIDAVIT FOR INTERNAL OFFICE USE ONLY '' al. \ City of Atlantic Beach PERMIT# .•.i`°, ` ,s') Community Development Department 800 Seminole Road Atlantic Beach,FL 32233 "'Qsil' (P)904-247-5800 SITE INFORMATION L R ADDRESS 1 ,C1 I �J .aAvee . J b`1 Tl C u V)) 327 s SUBDIVISION Ar +- c U eh BLOCK 5I LOT I IJ 12 • RE# ) 70 295 - 0000 (l RESIDENTIAL ❑ COMMERCIAL ❑ OTHER APPLICANT INFORMATION NAME NOd la t*(O(\l d(✓S PHONE# goe-1 -Zig -ere ADDRESS (Po box 5_...) 1 03 CELL# CITY A-UOi n i') C3cack STATE 1- ZIP CODE 32233 ( EMAIL ht On oe3 ® ( r" ccl 'f , net, TZOWNER ❑ LEGAL AUTHORIZED AGENT I affirm that I have reviewed the provisions of Chapter 23, "Protection of Trees and Native Vegetation",of the Municipal Code of Ordinances for the City of Atlantic Beach Florida and/or I have participated in a pre- application meeting with the Administrator of those regulations. Subsequently, I affirm that no regulated trees and no regulated vegetation will be damaged,destroyed and/or removed from the above-described property and/or adjacent properties including right-of-way. I HEREBY CERTIFY THAT ALL INFORMATION PROVIDED IS CORRECT:Signature of Property Owner(s)or Authorized Agent N .a. �1adi RIorticf,c I - 9-w SIGNATURE OF APPLICANT PRINT OR TYPE NAME DATE SIGNATURE OF APPLICANT(2) PRINT OR TYPE NAME DATE Signed and sworn before me on this `7(� 0 day of ii(1 .s , Z07-4) by State of F1 ctid ci Mao(a 4lo I CS County of , I1Liv Identification verified: �(M Oath Sworn: ❑ DEBORAH WERUNG IehlfyL0)-- c•DaA : MY COMMISSION#GG 356196 Notary Signature ?,•.� _P EXPIRES:November 17,2023 7 -,••;rGFf1.OP. Bones Thu NAY Public ll(Id91�N1118ff II—' V .3 My Commission expires 7- 1 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 RECEIVED Revision Request/Correction to Cot By Jennifer Johnston at 3:49 pm, May 06, 2020 '}�rr'd City of Atlantic Beach Building Department GRAY IS REQUIRED. Y ~ 800 Seminole Rd, Atlantic Beach, FL 32233 �yy� Phone: (904) 247-5826 Email: Building-Deept@coab.us PERMIT#: 000 � -^� lU 1-4 El Revision to Issued Permit OR I I Corrections to Comments Date: '--'�'�U Project Address: ' )2 c)I LeDeh Ave Contractor/Contact Name: "P S 85 n Contact Phone: 610(4 -4050 Email: ejteWe C Description of Proposed Revision/Corrections: be_d )s not )`� C uaed 1 .1 Esc affirm the revision/correction to comments is inclusive of the proposed changes. (printed name) • Will proposed revision/corrections add additional square footage to original submittal? ENo Yes (additional s.f. to be added: • ill proposed revision/corrections add additional increase in building value to original submittal? �No D*Yes (additional increase in building value: $ )(Contractor must sign if increase in valuation) *Signature of Contractor/Agent: (Office Use Only) Approved —I Denied i J Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments D par ment Review Required; �� nQd_ ildin� [Planning&Zonin Reviewed By Tree Administrator ��blic Works REVIEWED Public Utilities By Mike Jones at 10:37 am, May 21, 2020 — PublicSafety Fire �� Fire Services ,J o B Updated 10/17/18 Approved By Permit Desk Building Department City of Atlantic Beach, FL JOB COPY r6fc Pools by John Clarkson an aquatech•builder City of Atlantic Beach 800 Seminole Rd. Atlantic Beach, FL 32233 Prepared by �bora.h 1,081- I i' Phone: 904-223-4050 Signature: b O_J:Z1 c„\ eP Date: 3-44 -20 Applicable codes: 2017 6th Edition Florida Building Code 2014 NEC Current JB LDC Occupancy Class: R-3, Type of Construction V-B Page 1: Survey Page 2: Pool Plan Page 3: Steel C EIVE Page 4: APSP MAR 1 11010 Page 5: MDX Page 6: SDX By. Page 7: Hydraulics Page 8: Type of Pump Page 9: Type of Filter Page 10; Type of Heater(if any) Page 11: Alarms State Certified License: CPC License#009595 & 1457425 Contact: Lawrence Rahim 904-923-1305 Home Owner Information: Name: Naaa G I--lvn des Adress: 12.91 �eo(,- h v e . 3 Zz33 • 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.nbic.com JOB COPNg f �� { > City of Atlantic Beach 013 , Swimming Pool Permit Checklist ❑ Permit Application ❑ Proof of Property Ownership ❑ Recorded Notice of Commencement ❑ Boundary Survey ❑ Tree Removal Application LI Plans and Specifications ❑ Engineered Pool Steel Drawings ❑ Contractors Information U DEP Permit U Variance Approval Letter Permit Application: 1. In "description " box, indicate type of work being performed (i.e. "swimming pool", "above ground pool, etc.") 2. Application must be signed and notarized by the pool contractor and property owner. Proof of Property Ownership: If the current owner is officially listed as owner with the Property Appraiser, only a photo 1.0. is required. If the current owner is not listed, a copy of the Recorded Warranty Deed must be provided. Contractor Information: Building contractors must provide a current copy of the following: - Florida State Contractors license - General Liability insurance - Workman's Compensation - Duval County or Atlantic Beach Business Tax Receipt (Occupational License) **The hiring of a contractor is not required if the property owner is building the swimming pool for his own use and, submits an Owner-Builder affidavit when applying for the pool permit. Recorded Notice of Commencement: If value of proposed work (value = replacement cost) exceeds $2,500, a recorded N.O.C. (Notice of Commencement) must be submitted with application. The County Clerk has a satellite office located at 1543 Atlantic Blvd. in Neptune Beach. 1 Depart _e,r JOB COPY A 46 m e o '"4081tal P/° PERMIT NUMBER: DU-558 c. PERMI FI EE Chris and Nadia Hionides do Kevin Partel,President Coastal Consulting&Restoration,P.A. 4230 Myrtle Street St.Augustine,Florida 32084 NOTICE TO PROCEED AND PERMIT FOR CONSTRUCTION OR OTHER ACTIVITIES PURSUANT TO SECTION 161.053,FLORIDA STATUTES FINDINGS OF FACT: An application for authorization to conduct the activities seaward of the coastal construction control line that are indicated in the project description,was filed by the applicant/permittee named herein on July 12, 2019, and was determined to be complete pursuant to rule on July 12, 2019. The proposed major structure is to be located landward of the 30-year erosion projection and the existing line of construction established by major structures in the immediate area. CONCLUSIONS OF LAW: After considering the merits of the proposal and any written objections from affected persons,the Department fmds that upon compliance with the permit conditions,the activities indicated in the project description of this permit are of such a nature that they will result in no significant adverse impacts to the beach/dune areas or to adjacent properties; that the work is not expected to adversely impact nesting sea turtles, their hatchlings, or their habitat; that the work is expendable in nature and/or is appropriately designed in accordance with Section 62B-33.005,Florida Administrative Code. The direct and cumulative impacts to the beach and dune system that will be caused by the seaward location of the proposed construction represent the maximum such impacts that are acceptable to the Department.Therefore,future construction on the site seaward of the coastal construction control line shall not extend further seaward of the proposed structures approved pursuant to this permit. Based on the foregoing considerations, the Department approves the application; authorizes construction and/or activities at the location indicated below in strict accordance with the project description, the approved plans (if any) and the General Permit Conditions which are by this reference incorporated herein, and any additional conditions shown below, pursuant to Section 161.053(4), Florida Statutes. EXPIRATION DATE:August 7,2022 LOCATION: Between approximately 426 feet and 476 feet north of the Department of Environmental Protection's reference monument R-48 in Duval County. Project address: 1291 Beach Avenue,Atlantic Beach. PROJECT DESCRIPTION: Swimming Pool 1. Location relative to control line: Approximately 66.0 feet seaward. 2. Exterior dimensions: Pool is approximately a maximum of 13.0 feet in the shore-parallel direction by approximately 31.0 feet in the shore-normal direction. PERMITTEE: Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 2 3. Type of foundation: Piles. 4. Deck elevation of swimming pool: Approximately+18.5 feet(NAVD). 5. Bottom elevation of swimming pool shell: +11.3 feet(NAVD). 6. Maximum depth of swimming pool: 6.0 feet. 7. Height of pool deck above existing grade: A maximum of 1 foot. Excavation/Fill 1. Total volume of excavation: Approximately 85 cubic yards. Volume of net excavation: None; excavated material to be placed as fill on the project site. 2. Location of excavation: Approximately 35 feet to 66 feet seaward of the control line. 3. Volume of fill to be placed: Approximately 85 cubic yards.Special Permit Condition 4. 4. Location of fill to be placed: From approximately 35 feet to 79 feet seaward of the control line. See Special Permit Condition 2. Other Structures/Activities 1. Demolition. Special Permit Condition 3. 2. Paver pool deck,varying in width from 2.5 feet to 5.5 feet, extending a maximum of 70.3 feet seaward of the control line. 3. A 4-foot high aluminum pool fence along the south property line. 4. Sod plantings. 4. Pool lighting. Special Permit Condition 5. SPECIAL PERMIT CONDITIONS: 1. Prior to commencement of construction activity authorized by this permit,a preconstruction conference shall be held at the site among the contractor, the owner or authorized agent, and a staff representative of the Department to establish an understanding among the parties as to the items specified in the special and general conditions of the permit.The proposed locations of the structures shall be staked out for the conference. Contact Trey Hatch at 904/655-1765 or trey.hatch@dep.state.fl.us to schedule a preconstruction conference. 2. Prior to commencement of construction activity authorized by this permit, a temporary construction fence shall be erected along the perimeter of the permitted activity. The fence shall remain in place until the construction authorized by this permit is complete. The optimum siting of the construction fence shall be determined during the preconstruction conference by the staff representative so as to provide maximum protection to the existing native vegetation and dune features located on the site. PERMITTEE:Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 3 3. Any rubble and debris existing on the lot or resulting from new construction shall be removed and disposed of in a location landward of the coastal construction control line. Rubble and debris shall not be buried by fill material. 4. All material to be excavated seaward of the coastal construction control line as part of construction authorized under this permit shall remain in and be placed in areas seaward of the coastal construction control line. All fill material shall consist of sand which is similar to that already on the site in both grain size and coloration. This fill material shall be free of construction debris, rocks, or other foreign matter. A sample of the sand shall be provided to the staff representative of the Department during the preconstruction conference. 5. All lighting shall be installed and maintained as depicted in the approved lighting schematic.Underwater pool lighting shall be amber or red LED or equivalent and provide no more than 1/2 foot candle per square foot of pool surface area.There may be a decrease in the wattage of each approved lamp and a decrease in the total number of each approved fixture without submitting a modified lighting plan for review and approval. However, if a fixture or lamp is changed to a different type,manufacturer or catalog number for any reason,or if the location of any fixture is changed it shall be submitted for review and approval by the Department prior to installation.No additional permanent exterior lighting is authorized. 6. Permittee shall submit compliance reports as specified in Special and General Permit Conditions of this permit. General Permit Condition 1(r) pertain to a written report which must be submitted to the Department of Environmental Protection at specified times. The form for the report: 1(r) Final Certification (DEP Form 73-115B) is available by clicking on the following link http://www.dep.state.fl.us/beaches/forms.htm#CCCL. The form may be submitted electronically. GENERAL PERMIT CONDITIONS: (1) The following general permit conditions shall apply, unless waived by the Department or modified by the permit: (a)The permittee shall carry out the construction or activity for which the permit was granted in accordance with the plans and specifications that were approved by the Department as part of the permit. Deviations therefrom, without written approval from the Department, shall be grounds for suspension of the work and revocation of the permit pursuant to section 120.60(7), F.S., and shall result in assessment of civil fines or issuance of an order to alter or remove the unauthorized work,or both.No other construction or activities shall be conducted.No modifications to project size,location,or structural design are authorized without prior written approval from the Department. A copy of the notice to proceed shall be conspicuously displayed at the project site.Approved plans shall be made available for inspection by a Department representative. (b)The permittee shall conduct the construction or activity authorized under the permit using extreme care to prevent any adverse impacts to the beach and dune system,marine turtles,their nests and habitat,or adjacent property and structures. (c) The permittee shall allow any duly identified and authorized member of the Department to enter upon the premises associated with the project authorized by the permit for the purpose of ascertaining compliance with the terms of the permit and with the rules of the Department until all construction or activities authorized or required in the permit have been completed and all project performance reports, certifications, or other documents are received by the Department and determined to be consistent with the permit and approved plans. (d) The permittee shall hold and save the State of Florida, the Department, and its officers and employees harmless from any damage, no matter how occasioned and no matter what the amount, to persons or property that might result from the construction or activity authorized under the permit and from any and all claims and judgments resulting from such damage. PERMITTEE: Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 4 (e)The permittee shall allow the Department to use all records,notes,monitoring data,and other information relating to construction or any activity under the permit,which are submitted,for any purpose necessary except where such use is otherwise specifically forbidden by law. (f)Construction traffic shall not occur and building materials shall not be stored on vegetated areas seaward of the control line unless specifically authorized by the permit. If the Department determines that this requirement is not being met, positive control measures, such as temporary fencing, designated access roads, adjustment of construction sequence, or other requirements, shall be provided by the permittee at the direction of the Department. Temporary construction fencing shall not be sited within marine turtle nesting habitats. (g) The permittee shall not disturb existing beach and dune topography and vegetation except as expressly authorized in the permit.Before the project is considered complete,any disturbed topography or vegetation shall be restored as prescribed in the permit with suitable fill material or revegetated with appropriate beach and dune vegetation. When required for mitigation,dune vegetation will be considered successfully established if within 180 days of planting, a minimum of 80 percent of the planting units survive, a minimum of 80 percent of the planted area is covered with native species and the vegetation is continuous without gaps along the shoreline. (h)All fill material placed seaward of the CCCL shall meet the requirements of subsection 62B-33.005(7), F.A.C. All such fill material shall be free of construction debris,rocks, clay, or other foreign matter; and shall be obtained from a source landward of the CCCL. (i)If surplus sand fill results from any approved excavation seaward of the control line, such material shall be distributed seaward of the control line on the site,as directed by the Department,unless otherwise specifically authorized by the permit. Sand fill placed seaward of the frontal dune,bluff or coastal armoring in marine turtle nesting habitat shall be configured such that it does not interfere with marine turtle nesting. (j) Any native salt-tolerant vegetation destroyed during construction shall be replaced with plants of the same species or,by authorization of the Department,with other native salt-tolerant vegetation suitable for beach and dune stabilization.Unless otherwise specifically authorized by the Department,all plants installed in beach and coastal areas — whether to replace vegetation displaced, damaged, or destroyed during construction or otherwise — shall be of species indigenous to Florida beaches and dunes, such as sea oats, sea grape, saw palmetto, panic grass, saltmeadow hay cordgrass, seashore saltgrass, and railroad vine, and grown from stock indigenous to the region in which the project is located. (k) All topographic restoration and revegetation work is subject to approval by the Department, and the status of restoration shall be reported as part of the final certification of the actual work performed. (1) If not specifically authorized elsewhere in the permit, no operation, transportation, or storage of equipment or materials is authorized seaward of the dune crest or rigid coastal structure during the marine turtle nesting season. The marine turtle nesting season is May 1 through October 31 in all counties except Brevard, Indian River, St. Lucie, Martin, Palm Beach, and Broward counties where leatherback turtle nesting occurs during the period of March 1 through October 31. (m)If not specifically authorized elsewhere in the permit,no temporary lighting of the construction area is authorized at any time during the marine turtle nesting season and no additional permanent exterior lighting is authorized. (n)All non-opaque walls,balcony railings,deck railings,windows and doors visible from any point on the beach must be tinted to a transmittance value (light transmission from inside to outside) of 45 percent or less through the use of tinted glass or window film. (o) The permit has been issued to a specified property owner and is not valid for any other person unless formally transferred. An applicant requesting transfer of the permit shall sign the permit transfer agreement form, agreeing to comply with all terms and conditions of the permit, and return it to the Department. The transfer request shall be provided on the form entitled "Permit Transfer Agreement" — DEP Form 73-103 (Revised 1/04),which is hereby adopted and incorporated by reference.No work shall proceed under the permit until the new owner has received a copy of the transfer agreement approved by the Department. A copy of the transfer agreement shall be displayed on the construction site along with the permit.An expired permit shall not be transferred. Copies of the "Permit Transfer Agreement" form are available at the following website: https://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms. PERMITTEE: Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 5 (p)The permittee shall immediately inform the Department of any change of mailing address of the permittee and any authorized agent until all requirements of the permit are met. (q) For permits involving habitable major structures, all construction on the permitted structure shall stop when the foundation pilings have been installed.At that time the foundation location form shall be submitted to and accepted by the Department prior to proceeding with further vertical construction above the foundation.The form shall be signed by a professional surveyor,licensed pursuant to chapter 472,F.S.,and shall be based upon such surveys performed in accordance with chapter 472, F.S., as are necessary to determine the actual configuration and dimensioned relationship of the installed pilings to the control line. The information shall be provided to the Department using the form entitled"Foundation Location Certification"—DEP Form 73-114B (Revised 9/05),which is hereby adopted and incorporated by reference. Phasing of foundation certifications is acceptable. The Department shall notify the permittee of approval or rejection of the form within seven (7) working days after staff receipt of the form.All survey information upon which the form is based shall be made available to the Department upon request. Permits for repairs or additions to existing structures with nonconforming foundations are exempt from this condition. (r) For permits involving major structures and exterior lighting on major structures, the permittee shall provide the Department with a report by a registered professional within 30 days following completion of the work. For permits involving armoring or other rigid coastal structures, the permittee shall provide the Department with a report by an engineer licensed in the State of Florida within 30 days following completion of the work. The report shall state that all locations specified by the permit have been verified and that other construction and activities authorized by the permit, including exterior lighting, have been performed in compliance with the plans and project description approved as a part of the permit and all conditions of the permit; or shall describe any deviations from the approved plans,project description,or permit conditions,and any work not performed. Such report shall not relieve the permittee of the provisions of paragraph 62B- 33.0155(1)(a),F.A.C. If none of the permitted work is performed,the permittee shall inform the Department in writing no later than 30 days following expiration of the permit.The report shall be provided on the form entitled "Final Certification" DEP Form 73-115B (Revised 9/05), which is hereby adopted and incorporated by reference. Copies of the "Final Certification" form are available at the following website: https://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms. (s) Authorization for construction of armoring or other rigid coastal structures is based on an engineering review and assessment of the design and anticipated performance and impact of the structure as a complete unit. Construction of any less than the complete structure as approved by the Department is not authorized and shall result in the assessment of an administrative fine and the issuance of an order to remove the partially constructed structure. Modifications to the project size,location,or structural design shall be authorized by the Department in accordance with rule 62B-33.013,F.A.C. (2) The permittee shall not commence any excavation, construction, or other physical activity on or encroaching on the sovereignty land of Florida seaward of the mean high water line or,if established,the erosion control line until the permittee has received from the Board of Trustees of the Internal Improvement Trust Fund the required lease, license,easement,or other form of consent authorizing the proposed use. (3) The permittee shall obtain any applicable licenses or permits required by Federal, state, county, or municipal law. (4)This permit does not authorize trespass onto other property. (5)In the event of a conflict between a general permit condition and a special permit condition, the special permit condition shall prevail. (6)Copies of any forms referenced above can be obtained by contacting the Department of Environmental Protection, 2600 Blair Stone Road, MS 3522, Tallahassee, Florida 32399-2400, at https://floridadep.gov/water/coastal-construction-control-line/content/coastal-construction-control-line-cccl- forms or by telephoning(850)245-8336. Approved plans are incorporated into this permit by reference. PERMITTEE: Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 6 NOTICE OF RIGHTS This action is final and effective on the date filed with the Clerk of the Department unless a petition for an administrative hearing is timely filed under Sections 120.569 and 120.57,F.S.,before the deadline for filing a petition. On the filing of a timely and sufficient petition, this action will not be fmal and effective until further order of the Department. Because the administrative hearing process is designed to formulate final agency action, the hearing process may result in a modification of the agency action or even denial of the application. Petition for Administrative Hearing A person whose substantial interests are affected by the Department's action may petition for an administrative proceeding(hearing)under Sections 120.569 and 120.57,F.S. Pursuant to Rules 28-106.201 and 28-106.301, F.A.C.,a petition for an administrative hearing must contain the following information: (a) The name and address of each agency affected and each agency's file or identification number, if known; (b) The name,address,and telephone number of the petitioner;the name,address,and telephone number of the petitioner's representative,if any,which shall be the address for service purposes during the course of the proceeding;and an explanation of how the petitioner's substantial interests are or will be affected by the agency determination; (c) A statement of when and how the petitioner received notice of the agency decision; (d) A statement of all disputed issues of material fact. If there are none,the petition must so indicate; (e) A concise statement of the ultimate facts alleged,including the specific facts that the petitioner contends warrant reversal or modification of the agency's proposed action; (f) A statement of the specific rules or statutes that the petitioner contends require reversal or modification of the agency's proposed action,including an explanation of how the alleged facts relate to the specific rules or statutes; and (g) A statement of the relief sought by the petitioner, stating precisely the action that the petitioner wishes the agency to take with respect to the agency's proposed action. The petition must be filed(received by the Clerk)in the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399-3000,or via electronic correspondence at Agency_Clerk@dep.state.fl.us. Also,a copy of the petition shall be mailed to the applicant at the address indicated above at the time of filing. Time Period for Filing a Petition In accordance with Rule 62-110.106(3),F.A.C.,petitions for an administrative hearing by the applicant and persons entitled to written notice under Section 120.60(3),F.S.,must be filed within 2ldays of receipt of this written notice. Petitions filed by any persons other than the applicant,and other than those entitled to written notice under Section 120.60(3),F.S.,must be filed within 21 days of publication of the notice or within 21 days of receipt of the written notice,whichever occurs first. The failure to file a petition within the appropriate time period shall constitute a waiver of that person's right to request an administrative determination(hearing) under Sections 120.569 and 120.57,F.S.,or to intervene in this proceeding and participate as a party to it. Any subsequent intervention(in a proceeding initiated by another party)will be only at the discretion of the presiding officer upon the filing of a motion in compliance with Rule 28-106.205,F.A.C. • ' PERMI 1"1'hE: Chris and Nadia Hionides PERMIT NUMBER: DU-558 PAGE 7 Extension of Time Under Rule 62-110.106(4),F.A.C.,a person whose substantial interests are affected by the Department's action may also request an extension of time to file a petition for an administrative hearing. The Department may,for good cause shown,grant the request for an extension of time. Requests for extension of time must be filed with the Office of General Counsel of the Department at 3900 Commonwealth Boulevard,Mail Station 35,Tallahassee,Florida 32399-3000,or via electronic correspondence at Agency_Clerk@dep.state.fl.us, before the deadline for filing a petition for an administrative hearing.A timely request for extension of time shall toll the running of the time period for filing a petition until the request is acted upon. Mediation Mediation is not available in this proceeding. Judicial Review Once this decision becomes fmal,any party to this action has the right to seek judicial review pursuant to Section 120.68,F.S.,by filing a Notice of Appeal pursuant to Florida Rules of Appellate Procedure 9.110 and 9.190 with the Clerk of the Department in the Office of General Counsel(Station#35,3900 Commonwealth Boulevard,Tallahassee,Florida 32399-3000)and by filing a copy of the Notice of Appeal accompanied by the applicable filing fees with the appropriate district court of appeal.The notice must be filed within 30 days from the date this action is filed with the Clerk of the Department. EXECUTION AND CLERKING Executed in Tallahassee,Florida. STATE OF FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION DJ47 David A.Kriger,Permit Manager Coastal Construction Control Line Program Division of Water Resource Management CERTIFICATE OF SERVICE The undersigned duly designated deputy clerk hereby certifies that this document and all attachments were sent on the filing date below to the following listed persons: Kevin Parte',Coastal Consulting&Restoration,P.A.,kevinpartel(aigmail.com Trey Hatch,FDEP CCCL Field Inspector,trey.hatch(a,dep.state.fl.us Dan Arlington,City of Atlantic Beach Building Official,darlington(acoab.us Chris and Nadia Hionides,Property Owners,nionidesafoundationacademy.com FILING AND ACKNOWLEDGMENT FILED,on this date,pursuant to Section 120.52,F. S.,with the designated Department Clerk,receipt of which is hereby acknowledged. vl e). 08/07/2019 Clerk Date >- a. 0 0 , r .. • � /J Co' 3iW " s•x s" 1 OP OF DECK ,--.WATCRUHE DEEP---1 +_03 RCBAR BEAM r: DEEP TILE DEEP t•Ili REt3Afd L34 A117 R • J MRtRRMulu1 tRtt so =mow L. ��_'� VAC I, . ss Rsioacums ssimum trtttr Eliostt■ 7 .1 ,, �! l i 1 � 1 1 � 1 1 i i i t✓ - ht 1111111111011111111111111 MIMIUIIIIIIIIIMIIIMIIII L.,q-E- ',.111M1111111 11111111111i 1111 ii ■ 1110111/ -- 46,4..2„.,---" 110111111111211111113MMI---- uuu ■ Qliwln�>0 a�llli till ...............66.,: �`�.e1-qu1■ ■ 71111�1�1 1i■11111 itilMonnEll ea flF.DAiL�@��O.C. F poTH WA's CONT. nll�[■r i iTHF1i7O6NOUT ' �lr■■tl� `N • 1111114411/ 11� WALLS AND FL{70R ,, 1 111 11111 ■ 1■11�11 ' /ll■I�1111111M1111111 ��Im111. "t■Itlll [■ POOLS INITIiD liOF7'ORGREATER " t INIIuU 111 I HIEN 3 REDARTO BE PLRCCD AT a'VERTICAL A w na+vr+ �'+ 'PL1°'• " pAR9 eEGtNr11Nu AT 4'DEPTH AND FXT�DIN R 4 r ABOVE AND BELOW COVES.ALSO 44"1.11l1.760Q P.9.{. [xrtHDIr♦G ' OVE on BELOW CREAK COilCiit fE FLOOft MAINNN" RAND WALLS GRAN IM OM TO 4_Alfi _` Apsp The Association of Pool& Spa Professionals' ANSI/APSP/ICC 15a ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: Q� CONTRACTOR NAME /1)��I AND ADDRESS l-(/0/1 e 'Fe enCQ AND ADDRESS: I 00)5 6 y ho C orks(rl - I2q1 J3&a; - me n5 ii it f . fL. L1A,lk �e cI , PL 3Z233 Cc nJ i ( e, F( 3ZZ Zs OWNER: CONTRACTOR PHONE:2Z3_ 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-15a 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1:Calculated pool volume " -' . 0® � a. Gallons: ;or 1. /2'01/ gallons b.Calculated Gallons: (surface area)X (average depth)X 7.48 (gal/ft^3) = 2. §5.2.1:Calculated filtration flow rate 2. 3 LP gpm (Pool volume-360 or 36gpm whichever is larger) 3. §5.5.1:Pipe sizing: a. Minimum suction pipe diameter 3a. ' � inches - (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 2.) b. Minimum suction branch pipe diameter 3b. %• inches _ (Calculate:Item 2. (gpm)_Branch Pipes (quantity)=branch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter 3c. I inches _ (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 2.) d. Minimum return branch pipe diameter 3d. 1 •� inches _ (Calculate:Item 2. (gpm)_Branch Pipes (quantity)=branch flow rate (gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 4.§5.4.1:Filter type and size: a. Filter type: (Cartridge, DE, Sand) 4a. ('ikL_1.-► t - b.Minimum filter area _`/ 4b. � sq.ft. (Calculate:item 2. (gpm)_filter factor (gpm/ft^2)) Filter factors:Cartridge=0.375, Sand=15,Diatomaceous Earth=2 5. §5.4.2:Backwash valve: Yes, No? 5. inches - (When using a backwash valve,enter result of item 3c or 2 inches whichever is larger) Table 1 pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 6.Single-speed pump selection (when used): §5.1.1,5.3.1:For single-speed pumps with a total horsepower 0.99 or less,find and enter a compliant pump from the Pool Pump Database. pump a. Pump model 6a. 1•11A_ selection b.Total horsepower 6b. i 1/ AC 7. Multi-speed pump selection (when used): §5.3.2.1:Pools 17,000 gallons or less,select pump`from the database with a Curve-A gpm flow equal to item 2 or less. §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. or 'Multi-speed pumps must have one speed listed that satisfies this requirement. a. Pump model 7a.\IV-W AIN► b.Pump flow 7b. 30 gpm (§5.3.2.1,5.3.2.2:Applicable Curve A or C gpm flow listed in database) 10/21/14 ANSI/APSP/ICC-15 Standard Writing Committee Form 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requirements Check 4.4.1.1 Heater has no pilot light 4.4.1.2 Readily accessible on-off switch mounted outside of the heater 1� 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 1./ 5.1.1 Pool filter pump listed in database 5.3.1 Pool filter pump with total horsepower 1.0 or more is multi-speed Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary 5.3.3 pool loads are operating within 24 hours and programmed with temporary override capability for servicing. Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand. A 5.5.2 Pipe before pump has at least 4 diameters of straight pipe. System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or n built-up connections, or dedicated pipe to and from the pool. 5.6 Directional inlets for mixing pool water. l/ 10/21/14 ANSI/APSP/ICC-15 Standard Writing Committee Form 2 of 2 JOB COF CERTIFICATE OF CONFORMITY MDX R3 ANTI-ENTRAPMENT DEBRIS DRAIN imit- - '=7= Submerged Suction Outlet For use on Floor :R3 Includes (1 ) SDX as 2nd point of suction VOE3 COMPLIANT OEETRIS OPAIN 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 G COMPLIANT WITH: 64 r•-" r4. `�Y ASME ; • Virginia Graeme Baker Pool and Spa Safety Act L. 41116.21 • ASME A112.19.8-2007 • ANSI/APSP-7 A112.19.8 / • IAPMO Listed x n-USTED FLOW RATING FLOOR MDX R3 132 GPM il-'--S 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. 6. Paramount 'goal L .Slm4lifie;1. CERTIFICATE OF CONFORMITY v SDX HIGH FLOW SAFETY DRAIN i Submerged Suction Outlet ' For Single or Multiple Drain Use HIGH FLOW SAFETY DRAIN For Use on Wall and Floor JOB O P� No Sump Required 1 / The SDX High Flow Safety Drain is a 10" diameter frame and grate or RETRO bulkhead style drain fitting. It includes a back plate and cover that is � affixed to a frame, a bulkhead or an existing drain sump. SDX Retro ' replaces most existing drain covers up to 10" in diameter. HIGH FLOW SAFETY DRAIN COMPLIANT WITH: ' ASME •1 • Virginia Graeme Baker Pool and Spa Safety Act L. • ASME A112.19.8-2007 �•A1t�198 .� • ANSI/APSP-7 • IAPMO Listed 2001-LISTWD FLOW RATING FLOOR WALL One SDX or SDX Retro 200 GPM 192 GPM 71111 Square Inches of opening =43.201 sq. inches C Velocity @ 200 GPM = 1.485 fps Q LIFE-05 YEARS :..,� Fi — 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&1 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. 'irarnot,Int. JOB 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 gpm of the system will be listed on the drawing from Paramount. If Paramount main drains are used: MDX2 is GVB approved and rated at a'maximum flow of 90 gpm at less than 1.5 ft. per second, and is less than 1 ft. of head loss at that flow rate. SDX is GVB approved and rated at a maximum flow of 200 gpm on the floor and 192 gpm on the wall at less than 1.5 ft.per second and is 3 ft of head loss at that flow rate. When used as the second safety drain to our MDX2 at 90 gpm it is rated at less than 1 ft. of head loss. The Paramount water valve has around 10 ft. of head loss at 65 gpm. (NOT COUNTING ANY PIPE OR FITTINGS). NOTE; ON POOLS WITH 9 OR 12 PORT SYSTEMS THE HEAD LOSS THRU THOSE VALVES WOULD BE 20 FT. OF HD. NOT COUNTING PIPE AND FITTINGS. The nozzle loss of each circuit on the water valve (NOT COUNTING ANY PIPE OR FITTINGS) is 25 feet of head. EACH CIRCUIT(NOT INCLUDING PIPE AND FITTINGS WILL BE AROUND 35 FEET OF HEAD LOSS EVEN IF THE SYSTEM IS 40 GPM OR 65 GPM BECAUSE OF THE LOSS IN THE WATER VALVE AND THE PRESSURE AT THE 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 1S DIRTY. On a booster pump cleaning system YOU WILL NOT HAVE TO ADD THE 15 FT. OF HD. FOR A DIRTY FILTER AND NO EQUIPMENT HD LOSS WILL BE ADDED. Just the pipe and fittings must be added. Technical Specifications „Tandy® ePumpTM Variable Speed Pumps Pro Series JOB COPY by ZODIAC6 — 34Wr___ - -- 113/e - 16+/8"_-_ 1 rmm II I - - _ ""-�-- - 1ti8 I i f liWeS I lal, 9"--... 143/4"... *-{ Bolt Holes, Front Edge of Union to Center 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 M48A421358 ePump Specifications Full Rated Pumps Model No. HP Voltage Watts Pipe Size Carton Weight Overall Length JEP1.5 0.25-2.2 208-230VAC 2,100 W 2Y2-3" 71.5 lbs. 341/4" JEP2.0 0.25-2.7 208-230VAC 2,300 W 21/2-3" 71.5 lbs. 34/' 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 e Voltage Voltage Voltage Volta Model Class:CC,G,H,J, K,RK, or 9 230 VAC 208-230 VAC 208-230 VAC 208-230 VAC 208-230 VAC JEP2.0 20A 12 10 8 6 I 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 0 100 w 90 0 15 60 d .LL... 70 03 60 w = 50 0 JEP-2.0 HP.3450 RPM .— JEP-1.5 HP,3450 RPM 40 613 >. 30 JEP-2.0 HP JEP-2.0 HP,3000 RPM 0 2400 RPM JEP-1.5 HP,3000 RPM 20 JEP-2.0 HP to 1500 RPM 10 JEP-20 HP JEP-1.5 HP JEP-1.5 HP,2400 RPM F— 600 RPM JEP-1.5 HP /1500 RPM 600 RPM 0 0 10 20 30 40 50 60 70 BO 90 100 110 120 130 140 150 160 170 180 190 200 210 220 230 240 250 Flow GPM 111 Zodiac Pool Systems,Inc.SA6219 0611 'IAC®is a recistered trademark of Zodiac International. S.A.S.U..used under license. Technical Specifications aflI1V. . 7ProSeries CS Series Filters by ZODIAC' 0 g r -.•- 14i.`-- 9 L .0 1 7■r w r= Ir\ II); ., , mem, ii 1111111101111i' i i - (1111- 18';_' meg 31: Part No. Description - Size Specifications and Dimensions,CS Series Fiters Model No. CS100 CS150 CS200 CS250 CS100 CS Cartridge Filter 100 Sq. Ft. Filter Area 100 ft2 150 ft2 200 ft2 250 ft2 CS150 CS Cartridge Filter 150 Sq. Ft. Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 .625 gpm/ft2 .5 gpm/ft2 CS200 CS Cartridge Filter 200 Sq.Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpm CS250 CS Cartridge Filter 250 Sq.Ft. Six(6)Hour 36,000 45,000 gal- 45,000 45,000 gal- Capacity gallons Ions gallons Ions CS Filter Head Loss Curves Eight(8)Hour 48,000 60,000 gal- 60,000 60,000 gal- Capacity gallons Ions gallons Ions i i _ Normal Start Up 6-15 psi 6-15 psi 6-15 psi 6-15 psi 6 Pressure I Max.Working 3 50 psi 50 psi 50 psi 50 psi ,// Pressure -- 6 Desig �/ Design Cartridges 1 1 1 1 Head Pressure Required Head Loss 2 Drop (ft head) (psi) Shipping Weight 28 lbs. 28 lbs. 34 lbs. 36 lbs. a Height(A') 323/8" 323/8" 421/2" 421/2" 1 2 ' 0 0 0 30 60 90 120 - CS150 Flow Rate(gpm) ---- CS200 - CS250 CS100 www.ZodiacPoolSystems.com ©2011 Zodiac Pool Systems,Inc.SA6259 0611 7C)DIAC3'is a registered trademark of Zodiac International,S.A.S.U.,used under license. .1/15/201.3 Poolguard Alarms-pool alarm,door alarm,gate alarm. pool safety,child safety HOME I CONTACT US I BIN POOLGUARD I PRODUCT kilANUALS'WARRANTY REGISTRATION VVI' WARNING '30YEARS Read Before poolguardrSery •�h l You Buy JOB Poolguard Alarms: INGROUND POOL ALARM - MODEL PGRM-2 • Pool Alarm—Model PGRM-2 • Pool Alarm—Model PGRM-SB • Gate Alarm Door Alarms - NEW (NSF)"NSF Certified to ASTM F 2208-08" • Door Alarm -DAPT-2 I I (Sounds in 7 seconds) •Door Alarm-DAPT-WT Model PGRM-2 Installation Video (Sounds immediately) MEETS H . IRK Other Information: •Contact Us • Buy Poolquard "` • Product Manuals • PM3L ALARM t t _ •News From Poolquard f '.-,;11111!1 :�'f As WO As the states of CA, •Warranty Registration CT, FL, and TN •Model PGRM-2 Installation Video -•, •Model PGRM-SB Installation Video ` r •Detects Intruders •Sits on Deck j;. • Battery Powered •Low Battery Indicator • New Sensing Technology ' x R ' • Easy to Use •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. • a Poolguard Pool Alarms were tested and"Top t.'• Rated"by Good Housekeeping Magazine. Poolguard Pool Alarms have been Tested and r 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 0 ® 6" CONCRETE POOL SIDE 31'-0'F,WALL w/ #4 REINFORCING 0 8" O.C. VERICAL AND I' 0" 9�-811 92-8" 0 12" O.C. HORIZONTAL, PILE LAYOUT I - I - - /,: -- 0 CENTERED, THIS SECTION EL. +13.67' NAVDA& EL. +12-50 NAVD LE L +111.33' NAVD,��, kEl-� +11.3,3' NAVD ji--, EL. - +18-50' NAVD `f TOP OF PILE 1/2" EXPANSION JOINT w/ TOP OF COPING TOP OF TOP OF PItE7--` TOP OF PILE 5'-0'/ 6 TO, V EXPANSION JOINT w/ DEEP ELL :D ELASTOMERIC SEALANT 2' 6" CONCRETE POOL SIDE 0 ELASTOMERIC CANTILEVERED STONE ELASTOMERIC SEALANT POOL 2 U-1 >- 0 WALL w/ #4 REINFORCING LIGHT --j< C < COPING AS PER POOL 3 P-2 STONE FIELD PAVERS OVER n- 1 0- --1 @ 12- O.C. EACH WAY, C0,11APACTED SAND BED, FINISH M ANUFACTU RER /OWNER STONE FIELD PAVERS OVER SL PE COMPACTED SAND BED. FINISH CENTERED (TYPICAL) WATERLINE TILE 77 TO BE BY OWNER ------------------ TO BE DETERMINED BY OWNER 8. 0 0' N A VD SLOPE 0 --T - - - - - - -- - - - - - - - - - - - - 7 77 7, 7 � - 7�,,/ ol i ;I - , - -;.. I -.�, (TYPICAL) -1 N BUILD UP PERI`METER----�Q�:-.- �.-t WATER LINE BUILD UP PERIMETER ---4— WITH EXCAVATED 7 tw,727227�- ----------------------------- i L ------------------------------------ WITH EXCAVATED — --- ---------------------------- --1 \ ---- J 6" CONCIfETE OOL ENrL','--',,, or EXISTING SAND FILL, BELCH ' EXISTING SAND FILL WALL w/ 44 REINFORCING EXISTING GRAD EXISTING GRADE E L. 5- 6" @ 12" �t.C. EACH WAY, T 16" a, -0" IG" BOND BEAM w 30' :H CENTRED 'TYPICAL) .1 6" CONCRETE POOL WALL < 2-#4 CONTINUOUS M/ #4 REINFORCING M M <mz U) 71n AROUND PERIMETER __j 0 0 12" O.C. EACH WAY 6 (TYPICAL) (TYPICAL) <w EL. +12. D 0, ii,'l. IV ID POOL P -l) 24 LAP 0, //A C) n 00 1 f �7907 1 om Or- F( OL 1�6"wide x 12"deep POOL GRADE 0 CL, 0 POOL DEPTH, EL. -6'-0" I DEEP WELL I 1�- I-- Z BEAM "'RB -l" W/ 4-#5 BOTTOM VARIES C-41 -�J 0 DRAINS a- i (TYPICAL EACH LONG SIDE) Ljoo 2 v - S -0` TO 6* -0" Lj STEPS 0� d X 0 r7 0 Z REY EL. +11.33' NAVD N OD W 6" CONCRETE POOL END EL. +11.33' NAVD TOP OF PILE 01,- oz WALL W/ #4 REINFORCING TOP OF PILE 2� 14- 0 8" O.C. VERTICAL AND DEEP WELL DRAINS j`'- `, flo 8If " 12" 12" 12" - Z*Z WITHIN 3-#4 EACH WAY ABOVE PILE EL. -5'-6" ?Z LOCATE ALL LAP SPLICES WIT @ 12' O.C. HORIZON'FAL, -2'-G-x2'-0'xl'-O"d PILE 8" CONCRETE POOL SLAB W/ THE POOL SHELL SLAB. AVOID CENTERED (TYPICAL) LAP SPLICES WITHIN THE POOL #4 0 8- O.C. TOP AND BOTTOM FP B PB 1r -- - - - - CAP AT SINGLE PILE, INTHE SHORT DIRECTION AND SHELL WALLS. ------------- C.D ---- — ----- frEtItH SEE PLAN FOR LO-CA11ONS TOM #4 @ 12" O.C. TOP AND BOT 160 "AUGERCAST)' IN THE LONG DIRECTI'ON. 16"0 "AUGERCAST" (oT— (,o _----- - - - - - - - - - - - - - -- -HOR PILE wl J CONCRETE' ANCHOR PILE 3pcs #3 TIES @ 3" 0. C. CONCRETE ANC 7-#5 x 25'-0" LONGS 7 7-#5 x 25"-0" LONG W/ Al TOP OF PILE 10 EL. 4-12.50' NAVD EL. +11.33' NAVD EL. +11.33' NAVD 71 #3 7 F- #3 TIES @ 12" O.C. I IES 9 12" O.C. :D TOP OF PILE TOP OF PILE TOP OF PILE 0 0 3 AT 23-4" LONG PILE AT 23'-4" LONG PILE >- >- EL. +13.67' NAVD, < < 6" CONCRETE POOL SIDEP-3 TOP OF PILE WALL wl #4 REINFORCING EL. -12.00' NAVD� e, w- 1 EL. - 12.00" NAVD (9 12" G.C. EACH WAY, APPROVM Pt -1,N AS PERmnTm BOTTOM OF PILE 'lFBOTTOM, OF PILE al ICL " CENTERS (TYPICAL1� B MERMMW" 6 8'-0 8'-0$ 6'FoIW IENT =*%vjVMa3ffAL MTECTION CROSS SECTION AT DEEP WELL AU rrLw-"Wn ArTlf%flT4r-Q NOTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -3" INTERSECTION wP, / POOL GRADE BEAM "PB -1 �PROVIDE 25" MINIMUM LAP. 6" BENCH BENCH 9,-B" 9P-811 ,31'-0" ANC—HOR PILE LAYOUT PLAN SCALE: -3/8" 'A=S 16"0 "AUGERCAST" INDICATES 6" CONCRETE POOL WALL DIC f.`ONr_;:7.cE'TE` ANCHOR PILE W/ #4 REINFORCING 0 8" O.C. VERTICAL L J AND @ 12"O.C. HORIZONTAL, CENTERED GENERAL, NOTES: 1) PRESSURE PIPINC, SHALL BE TESTED AS PER LOCAL BUILDING CODES, PRIOR TO BACKFILL. 2) ALL DEP APPRO',#ED 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" LAYER 3) REFER TO POOL MANUFACTURER'S PLANS FOR DETAILS OF THE'POOL, PLUMBING/PIPING, AND ELECTRICAL RE04JIREMENTS. 31'-O'l 30'-0" '/2" EXPANSION JOINT w/ ELASTOMERIC SEALANT f- CANTILEVERED STONE COPING AS PER POOL STONE FIELD PAVERS OVER MANUFACTURER OWNER COMPACTED SAND BED. FINISH TO BE DETERMINED BY OWNER SLOPE WATERLINE TILE (TYPICAL) BUILD UP PERIMETER WITH EXCAVATED EXISTING SAND FILL EXISTING GRADE 0 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER (TYPICAL) 12"wide x 12"deep POOL GRADE BEAM "PB -3" w/ 3 -#5x12" -O" BOTTOM L. +18.00' NA WATER LINE � 8- CONCRETE POOL SLAB w/ #4 0 8- O.C. TOP AND BOTTOM IN THE SHORT DIRECTION AND #4 @ 12- O.C. TOP AND BOTTOM, IN THE LONG DIRECTION. EL. +13.67' NAVD,Jk —7 EL. +12.50' NAVDAh TOP OF PILE TOP OF PILE qV 3-#4 EACH WAY ABOVE PILE 2'-O"x2'-0"x1'-O"d PILE CAP AT SINGLE PILE, SEE PLAN FOR LOCATIONS 3pcs #3 TIES @ 3" O.C. 16"0 "AUGERCAST" AT TOP OF PILE CONCRETE ANCHOR 16"0 ''AUGERCAST" ------ PILE BEYOND CONCRETE ANCHOR PILE w/ 7-#5 x 28'-0" LONG w/ #3 TIES @ 12" O.C. AT 25-8" LONG PILE EL. -12.00' NAVD EL. -12,00' NAVD_O_ BOTTOM OF PILE BOTTOM OF PILE EL. +12.00' NAVD BOTTOM OF POOL EL. +11.33' NAVD TOP OF PILE 16"wide x 12"deep POOL GRADE BEAM PB -1" BEYOND 14"0 "AUGERCAST" CONCRETE ANCHOR PILE BEYOND EL. -12.00' NAVD BOTTOM OF PILE LONGITUDINAL CROSS SECTION 1 SECTION '\�2 SCALE: 3/8" = V -O" AU CONOU"S OF TRE PERMIT K I S _,OW7RXT-�0% MM ACTWI - fS ARE STFAMY VWMD� 0 TIHOS17- '-C" PILE LAYOUT teJIMSi, CM ON THE APPWrED RAMS AM LWM IN ThE PPOJECT 2 CTI ON D EEE M T, t, r—, t3 �l 6 SS T T 0 'd>8 1+61, F -S - AND 0 TrERP1 YA9TS IWAY BEFE-WRIED. J-2 SCALE: 3/8" = V-0" POOL LAYOUT 16 0 AUGERCAST CONCRETE PILE INSPECTION -ALL HAVE A MINIMUM DIAMETER I. PILES SH OF 16" AND SHALL m N OTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -2" INTERSECTION w/ POOL GRADE BEAM "PB -1 PROVIDE 25" MINIMUM LAP. 5 -O" V," EXPANSION JOINT w/ DEEP WELL ELASTOMERIC SEALANT EL. +18.50' NAVD Ak /-STONE FIELD PAVERS OVER, TOP OF COPING lV COMPACTED SAND BED. FINIISH WATERLINE TILE SLO PE TO BE DETERMINED BY OWNER (TYPICAL) F BUILD UP PERIMETER C) IMTH EXCAVATED EXISTING SAND FILL TO THE (:,;--.E0,FlED TIP ELEVATION INDICATED ON THE PLAN. EXISTING GRADE -H 10" BOND BEAM w/ 0 2-#4 CONTINUOUS AND OUT THE Tip INTO THE CAVITY FORMED. AS THE AROUND PERIMETER 0(.) (TYPICAL) -16"wide x 12"deep POOL GRADE PERMITTED TO ROTATE DURING THE WITHDRAWAL PROCESS, BEAM "PB -2" w/ 4-#5x12'-0" < BOTTOM DEEP WELL EL. +11.33' NAVD VIL-DRAINS TOP OF PILE 3-#4 EACH WAY ABOVE PILE LLJ LL_ > 2, -0"x2' -0"x1'-0" d' PILE ALL TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND 0 CAP AT SINGLE PILE, > SEE PLAN FOR LOCATIONS C) "AUGERCAST" GROUT VOLUMES SHALL BE MEASURED TO VERIFY THAT THE �16"0 CONCRETE ANCHOR: PILE w/ 7-#5 x 25-0" LONG w/ #3 TIES @ 12" O.C. EACH PI' -E I ' SEQUALTO OR GREATER THAN THE 0 AT 23-4" LONG PILE EL. -12.00' NAVD < BOTTOM OF PILE cl "I NG HIC I O.C. -0„ ,ND '3 TI 0 N S ION Aj-� EL. —12.00' NAVD -':lIII'—B0TT0M0F PILE TYPICAL 16 DIAMETER AUGERCAST CONCRETE ANCHOR PILE rT- ELEVATION I\Lj SCALE: 3/8" = l' -O" REVISIONS BY DEP PERMIT ISSUE 05/10/19 CCK1 4, ......... c D,q �)/A�L PROVICEQj ]INjrVjUV BEARING CAPACITY F 30 TONS, 7F, ALLOWABI-E TENSION CAPACITY OF 9 TONS, AND LATERAL 0 CAPACITPe, OF 6 TONS. 2. FORM THF CAST IN PLACE PILE BY DRILLING A HOLE IN THE C) GROUND '1TH A HOLLOW STEM CONTINUOUS FLIGHT AUGER W TO THE (:,;--.E0,FlED TIP ELEVATION INDICATED ON THE PLAN. V) PUMP 51)"D PSI CONCRETE GROUT DOWN THE AUGER STEM AND OUT THE Tip INTO THE CAVITY FORMED. AS THE 0(.) AUGER IS SLOWLY WITHDRAWN, THE AUGER SHALL NOT BE Z PERMITTED TO ROTATE DURING THE WITHDRAWAL PROCESS, < AND SH/1" ** - L BE WITHDRAWN IN A STEADY, CONTINUOUS MOTION. CONCRETE GROUT PRESSURE SHALL BE MEASURED < LLQ AND SHALL BE MAINTAINED AT AN ADEQUATE PRESSURE AT LLJ LL_ > 0 ALL TIMES TO OFFSET THE DEVELOPED HYDROSTATIC AND 0 < > LATERAL EARTH PRESSURES, THE INSTALLED CONCRETE 0 C) < GROUT VOLUMES SHALL BE MEASURED TO VERIFY THAT THE am Lli M VOLUME OF THE CONCRETE GROUT VOLUME INSTALLED IN ca LLJ EACH PI' -E I ' SEQUALTO OR GREATER THAN THE 0 C\4 < -j 17- CALCULATED VOLUME OF THE HOLE CREATED BY THE AUGER. < CL IF THE INSTALLATION PROCESS OF ANY PILE IS INTERRUPTED 0 OR LOSS OF CONCRETE PRESSURE OCCURS, THE PILE SHALL z BE REDRILLED TO THE ORIGINAL DEPTH AND REFORMED. Lu -(N 14 AUGERED PILES SHALL NOT BE INSTALLED L ED WITHIN SIX PILE Z N DIAMETERS, CENTER TO CENTER, OF AN ADJOINING PILE Q :c -1 2 0 FILLED WITH CONCRE TE GROUT LESS THAN 24 HOURS OLD. -J 0 Z`� -0 CLF. 0 5. < 0 IF THE CONCRETE GROUT LEVEL OF A AUGERED PILE DROP uj Q 61 a - THE PILE SHALL BE RE�,ECTED AND, REPLACED. to Z 0VdV 1-. CJ 4 1 w P ALL AUGERED PILE REINFORCEMENT SHALL HAVE A MINNU18 Z X Z CONCRETE COVER OF 2" TO, THE #3 TIES. -j < o U. W L- Z 4. AUGERED PILE PLACEMENT TOLERANCE: LL 0 2w LL X n oujw I PLUS CR MINUS 2 INCHES. 0 Lu 0. Li m 5. w THE CONTRACTOR SHALL ENGAGE THE SERVICE OF A w cl w FLORIDA REGISTERED PROFESSIONAL ENGINEER OR AN CC Lu APPROVED N-ESTING AGENCY TO SUPERVISE AND CERTIFY w THAT THE FILE INSTALLTION COMPLIES NTH THE DESIGN CC REOUIREMENTS. RECORDS OF THE REINFORCING FOR EACH PILE; EACH INDIVI-.)'UAL PILE DEPTH AND QUANTITY OF CONCRETE OUT VOLUME INSTALLED FOR EACH PILE; TOTAL NUMBER OF INSTALLED PILES; TOTAL LENG TH OF INSTALLED PILES; TOTAL CALCULATED) CONCRETE GROUT VOLUME FOR ALL OF THE PILES; ACTUAL TOTAL CONCRETE GROUT VOLUME INSTALLED FOR ALL OF THE PILES; AND DEVIATION OF EACH PILE FROM THE SPECIE ED LOCATION SHALL BE KEPT AND SUBMITTED TO THE ENGINEER OF RECORD UPON COMPLETION OF THE AUGE.R:;_zD PILE WORK. REVISIONS BY DEP PERMIT ISSUE 05/10/19 CCK1 4, ......... c 7F, 0 C) W V) 0(.) Z Z < L.Lj < LLQ LLJ LL_ > 0 L.Li < > C) < am Lli M Ld LLJ C\4 < -j 17- < CL 0 0 = z 0 0 a - WA CHRISTOPHER C. KATHE FL P.E, 36820 FLORIDA RAISED SEAL SIO�lED 3N BLUE INr CCK CHECKED CCK DATE 05/10/2019 SCALE V51 = 11-01) JOB NO. E-19-023 SHEET P 2 SHEET 2 OF 4 EL_ L +18.00,' NAVD EL, +18.50' NAVD TOP OF COPING 7-' CANTILEVERED STONE COPING AS PER POOL MANU F ACTU RER /OWNER WATERLINE TILE F*v EXPANSION JOINT AND SEALANT STONE FIELD PAVERS OVER COMPACTED SAND BED, FINISH TO BE DETERMINED BY OWNER SLOPE f. IL I 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER 4, (TYPICAL) 6" SIZE w x d — 1 L SHELL WALLS.r-4 NALU TO BE DE DETERMINED BY OWNER EXPANSI'ON JOINT '\-#4 HORIZONTAL @ 12" O.C, EL. +18.50' NAVD L AND SEALANT MIDDLE BAR TOP OF COPING STONE FIELD PAVERS OVER DECK WITH EXCAVATED CANTILEVERED STONE COMPACTED SAND BED. FINISH GRADE BEAM "PB -l" Cop COPING AS PER POOL TO BE DETERMINED BY OWNER #4 0 8- O.C. TOP AND BOTTOM 24" MANUFACTURER OWNER -SLOPE CONCRETE COVER WATERLINE TIL EL. 4-118.00' NAVD (TYPICAL) _TWAiER LINE w/ 4,--#5x29'-C" BOTTOM T. AROUND OPENING 77,1: • < -r (;N #3 (TICAL EACH; LONG SIDE) 110' BOND BEAM, w/ 2-#4 #4 0 12- O.C. TOP AND BOTTOMIN _nLE d j CONTINUOUS AROUND 3-#5x12'-0" 10 BOND BEAM W/ 2-#4 PERIMETER (TYPICAL) THE LONG DIRFrTInW #4 HORIZONTAL---' CONTINUOUS AROUND 6� CONCRETE POOL WALL 16"wide x 12"Heep P001 PEREMETER (TYPICAL)' Z w/ #4 REIINFORC[NG ('FMTFF?Frl 0 LOCATE ALL LAP SPLICES WITHIN 0 12"' G.C. EACH WAY< THE POOL SHELL SLAB. AVOID (TYPICAL) LAP SPLICES WITHIN THE POOL EL_ L +18.00,' NAVD EL, +18.50' NAVD TOP OF COPING 7-' CANTILEVERED STONE COPING AS PER POOL MANU F ACTU RER /OWNER WATERLINE TILE F*v EXPANSION JOINT AND SEALANT STONE FIELD PAVERS OVER COMPACTED SAND BED, FINISH TO BE DETERMINED BY OWNER SLOPE f. IL I 10" BOND BEAM w/ 2-#4 CONTINUOUS AROUND PERIMETER 4, (TYPICAL) GRADE BEAM "PB -2'2 LAP LA I I w/ 4- #5x12' -D" BOTTOM 0 00 CLEAR 4 -#5x23' -O" Ljj 0 __j BOTTOM 1 0 ' 4" PB -1 1L I OL EL. +11.33' NAVD \)w TOP OF PILE CROSS SECTION AT POOL SIDE WALL3-#4 EACH WAY 8" CONCRETE POOL SLAB w/ ABOVE PILE #4 0 8- O.C. TOP AND BOTTOM SECTION IN THE SHORT DIRECTION AND 2'-O"x2'-O" SCALE: 3/4" = l' -O" #4 @ 12- O.C. TOP AND BOTTOM PILE CAP IN THE LONG DIRECTION. t, pp 6' - I NOTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -2" INTERSECTION w/ POOL GRADE BEAM "PB -I". PROVIDE 25" MINIMUM LAP. 16 � AUGERCAST LOCATE ALL LAP SPLICES WITHIN -J CONCRETE ANCHOR PILE w/ THE POOL SHELL SLAB. AVOID 7-#5 x 28'-0" LONG w/ LAP SPLICES WITHIN THE POOL ---------- #3 TIES 0 12" O.C. SHELL WALLS. AT 25'-0" LONG PILE 3pcs #3 TES 0 3" O.C. ---------- _EL. -12.00' NAVD 16"wide x 12"deep POOL GRADE BEAM AT TOP OF PILE (D 74r—BOTTOMOF PILE "PB -1"' W/ 4-#5x23'-0" BOTTOM CROSS SECTION AT POOL END WALL (TYPICAL EACH LONG SIDE) BEND OVER 7-#5 VERTICAL/" --2 SECTION REINFORCING FROM "AUGERCAST" P) CONCRETE ANCHOR PILE INTO P 3 SCALE: 3/4" = l' -O" MONOLITHIC POOL SHELL '/2" EXPANSION JOINT w STONE FIELD PAVFRS, OVER 3-1#'4 EACH WAY --/ 2y-0p'x2?-0)) ABOVE PILE PILE CAP 3pcs #3 TIES @ 3" O.C, I' -O.± AT TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR J - PILE w/ 7-#5x25'-0" OR 7 -#5x28' -O" AND #3 TIES @ 12 O.C. SEE PLAN AND SECTIONS FOR LENGTHS 2'- 0" TYPICAL ANCHOR PILE CAP DETAIL 4 SECTION � P�_3 SCALE: 3/4" = l' -O" ELASTOMER[C SEALANT COMPACTED SAND BED. FINISH SIZE w x d — 1 L SHELL WALLS.r-4 CANTILEVERED STONE TO BE DE DETERMINED BY OWNER '1*1 '\-#4 HORIZONTAL @ 12" O.C, 16'wide x 12"deep POOL BUILD UP PERIMETER OF MIDDLE BAR 8" CONCRETE POOL SLAB MANUFACTURER/OWINIER DECK WITH EXCAVATED PB -1 16 - w x 12"d GRADE BEAM "PB -l" EXISTING SAND FILL " MAINTAIN 2 ------ -- I #4 0 8- O.C. TOP AND BOTTOM 24" E WATER LINE 6 CONCRETE COVER 1 #4 VERTICAL @ 12" O.C, w/ 4,--#5x29'-C" BOTTOM T. AROUND OPENING LAP IN THE SHORT DIRECTION AND • < -r CO #3 (TICAL EACH; LONG SIDE) ---- - ------ #4 0 12- O.C. TOP AND BOTTOMIN _nLE d j EL. +13.80' 3-#5x12'-0" 10 BOND BEAM W/ 2-#4 #3 THE LONG DIRFrTInW #4 HORIZONTAL---' CONTINUOUS AROUND ------ 16"wide x 12"Heep P001 GRADE BEAM "PB -2'2 LAP LA I I w/ 4- #5x12' -D" BOTTOM 0 00 CLEAR 4 -#5x23' -O" Ljj 0 __j BOTTOM 1 0 ' 4" PB -1 1L I OL EL. +11.33' NAVD \)w TOP OF PILE CROSS SECTION AT POOL SIDE WALL3-#4 EACH WAY 8" CONCRETE POOL SLAB w/ ABOVE PILE #4 0 8- O.C. TOP AND BOTTOM SECTION IN THE SHORT DIRECTION AND 2'-O"x2'-O" SCALE: 3/4" = l' -O" #4 @ 12- O.C. TOP AND BOTTOM PILE CAP IN THE LONG DIRECTION. t, pp 6' - I NOTE: INSTALL 2pcs #5 CORNER BARS AT EACH END OF POOL GRADE BEAM "PB -2" INTERSECTION w/ POOL GRADE BEAM "PB -I". PROVIDE 25" MINIMUM LAP. 16 � AUGERCAST LOCATE ALL LAP SPLICES WITHIN -J CONCRETE ANCHOR PILE w/ THE POOL SHELL SLAB. AVOID 7-#5 x 28'-0" LONG w/ LAP SPLICES WITHIN THE POOL ---------- #3 TIES 0 12" O.C. SHELL WALLS. AT 25'-0" LONG PILE 3pcs #3 TES 0 3" O.C. ---------- _EL. -12.00' NAVD 16"wide x 12"deep POOL GRADE BEAM AT TOP OF PILE (D 74r—BOTTOMOF PILE "PB -1"' W/ 4-#5x23'-0" BOTTOM CROSS SECTION AT POOL END WALL (TYPICAL EACH LONG SIDE) BEND OVER 7-#5 VERTICAL/" --2 SECTION REINFORCING FROM "AUGERCAST" P) CONCRETE ANCHOR PILE INTO P 3 SCALE: 3/4" = l' -O" MONOLITHIC POOL SHELL '/2" EXPANSION JOINT w STONE FIELD PAVFRS, OVER 3-1#'4 EACH WAY --/ 2y-0p'x2?-0)) ABOVE PILE PILE CAP 3pcs #3 TIES @ 3" O.C, I' -O.± AT TOP OF PILE 16"0 "AUGERCAST" CONCRETE ANCHOR J - PILE w/ 7-#5x25'-0" OR 7 -#5x28' -O" AND #3 TIES @ 12 O.C. SEE PLAN AND SECTIONS FOR LENGTHS 2'- 0" TYPICAL ANCHOR PILE CAP DETAIL 4 SECTION � P�_3 SCALE: 3/4" = l' -O" ELASTOMER[C SEALANT COMPACTED SAND BED. FINISH SIZE w x d — BEAM BTM ELEVATION (NAVD) CANTILEVERED STONE TO BE DE DETERMINED BY OWNER REMARKS NORTH COPING AS PER POOL BUILD UP PERIMETER OF MIDDLE BAR SIZE MANUFACTURER/OWINIER DECK WITH EXCAVATED PB -1 16 - w x 12"d EL_ +18.50' N A VID JR EXISTING SAND FILL " MAINTAIN 2 ------ -- I ---- E WATER LINE z CONCRETE COVER SIDE WALLS EL. +18.00 NAVD T. AROUND OPENING EL. +11.50' • < -r CO #3 6- WATERLINE• ---- - ------ 2/P-3 _nLE d j EL. +13.80' 3-#5x12'-0" 10 BOND BEAM W/ 2-#4 #3 Ir #4 HORIZONTAL---' CONTINUOUS AROUND ------ 0 12- O. C PEREMETER (TYPICAL)' Z i N ('FMTFF?Frl 0 #4 VERTICAL 4 12" O.C., CENTERED 6" TYPICAL COVING EDGE DETAIL - --\, SECTION 5 .�-3 SCALE: 3/4" P 0 0 L C 0 N C R E T E G R A D LE B E A M, S C H E D U L E GRADE BEAM MARK SIZE w x d — BEAM BTM ELEVATION (NAVD) LONGITUDINAL REINFORCEMENT STIRRUPS OR TIES REMARKS SECT. NO. REF. BOTTOM TOP MIDDLE BAR SIZE SPACING N TYPE PB -1 16 - w x 12"d VARIES 4 -#5x29' -O" Lli #3 z 2 SIDE WALLS 11p-3 P`B-2 16"w . 1 x 12"d EL. +11.50' 4-#5x12-0" < -r CO #3 0 < 2 DEEP WELL END WALL 2/P-3 PB -3 d j EL. +13.80' 3-#5x12'-0" #3 2 SHALLOW END WALL 1/P-2 CLEAR COVER SCHEDULF DESCRIPTION TOP BAR BOTTOM BAR POOL GRADE BEAM 2" 3 TYPICAL BEAM STIRRUP & TIE TYPES DEEP WELL 6" BENCH I WALL EL. +18.50' NAVD r- EXPANSION JOIN -11 - TOP OF COPING AND SEALANT CANTILEVERED STONE--\ STONE FIELD PAVERS OVER COPING AS PER POOL COMPACTED SAND BED. FINISH MANUFACTURER/OWNER TO BE DETERMINED BY OWNER EL_+18-00' NAVD ATERLINE TILE SLOPE-- (TYPICAL) WATER LINE V 0 10" BOND BEAM w/ 2-#4 CONTINUOUS ON SIDES AND SHALLOW END, WALL LOCATE ALL LAP SPLICES WITHIN MONOLITHIC CONCRETE POOL BENCH W/ J4 THE POOL SHELL SLAB. AVOID LAP SPLICES WITHIN THE POOLREINFORCING @a, 12" O.C. SHELL WALLS. 2=-0,) EACH WAY, EACH FACE 8" CONCRETE POOL SLAB w/ 18 wide x 12 deep POOL #,' @8" O.C. TOP AND BOTTOM, GRADE BEAM "PB -1" IN THE SHORT DIRECTION AND LAP w 4-#5 x29' -O," " BOTTOM., #4 (9 12O�C- TOP AND BOTTOM IN THE LONG DIRECTION. (TYPICAL EACH LONG SIDE) < 00 24" LAP 3" C 4-#5 BOTTOM -- 1'-4 CROSS SECTION AT POOL BENCH AT SIDE WALL 3 b, I SECTION �P-3 SCALE: 3/4" L 12" 12" 18" EL. +18.50' NAVD STEP 'STEP STEP TOP OF COPING EXPANSION JOINT CANTILEVERED SIOINE - AND SEALANT OPING AS PER OCL MNUFACTJRLER/0 NER STONE FIELD PAVERS OVER MONOLITHIC WATERLINE I ILE COMPACTED SAND BED, FINISH CONCRETE STEPS W/ (TYPICA-) TO BE DETERMINEDBY OWNER #4 REINFORCING ► SLOPE 12" O.C. EACH WAY, WATER LINE 8" CONCRETE POOL SLAB w/ #4 0 12" O.C. TOP AND BOTTOM IN THE LONG DIRECTION. ADD 4pcs #4 x 3'-0" DIAGONALS AROUND DEEP WELL DRAIN OPENING 8" CONCRETE POOL SLAB w/ #4 0 8" O.C. TOP AND BOTTOM IN THE SHORT DIRECTION DRAIN I EL. -6'-0" SOUTH (EL. +12.00' NAVD-) DEEP WELL DRAIN OPENING REINFORCING SECTION 6 ��3 SCALE: 3/4" = l' -O" -H 0" BOND BEAM w/ 2-#4 CONTINUOUS AROUND N-1 PEREMETER (TYPICAL) VERTICAL � 12" O.C. 24 LAP ��#4 HORIZONTAL 0 12" O.C. INTEGRAL POOL GRADE BEAM. ADD 3 -#5X12' -O - BOTTOM 12 LAP EL. +13.67' NAVDTOP OF PILE 8" CONCRETE POOL SLAB w/ LOCATE ALL LAP SPLICES #4 0 8- O.C. TOP AND BOTTOM WITHIN THE POOL SHELL SLAB. IN THE SHORT DIRECTION AND AVOID LAP SPLICES WITHIN >_ #4 @ 12" O.C. TOP AND BOTTOM j THE POOL SHELL WALLS. CL IN THE LONG DIRECTION. 2'-0"x2'-0" PILE CAP 0 3-#4 EACH WAY 3pcs #3 TIES @ 3" O.C, 0 ABOVE PILE AT TOP OF PILE ca --------- 16"'0 "AUGERCAST" 0 CONCRETE ANCHOR PILE w/ 7-#5 x 28'-0" LONG w/ #3 TIES @ 12- O.C. AT 25-0" LONG PILE MONOLITHIC CONCRETE STEPS r SECTION -7 ��3 SCALE: 3/4" V-0" TO THE BEST OF THE ENGNEERSKNOWLEP GE AND RELIEF, THESE SWIMMING POOL DESIGN, PLANS AND SPECIFICATIONSARE IN COMPLIANCE 'WITH THE STANDARDS ES TABLISHED IN CHAPTER 62B-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND C�iJIDELINES ESTABLlSI�I I#!; CHAPTER 12.9.4 AND... CHAPTER 13.5.3 OF FEMA 55, COASTAL GO NMANUAL AND APPENDIX L TO THE FEMA 915, COASTAL CONSTUCTION, MANUAL. THE SWIMMING POOL HAS BEEN DESIGNED NOT To fNCREASE THEE' RISK OF DAMAGE TO ADJACENT DWELLINGS DURPiG A COASTAL STORM EVENT AS REQUIRED BY FAO "EEC &2BM.W5(TI AND FEMA 55, CHAPTER 12 9.4. THE SWIMMING POOL I'" BEE W DES01M AS AN EXPEWABLE STRUCTURE IN ACCORMINCE VM FAC MWTER M33-006(7), REVISIONS BY DEP PERMIT ISSUE 05/190/19 CCK Liz LD z wo Lu D- I Lj < > 00 CD 0 < < < 0 (6) _j w D 0m rt ui ED LLI oo Q) = 0z 0 Q Z 0 LL - 0 < z .Ito CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 05/1 O/2019 SCALE 3/4" = 1'_0" JOB NO. E19-023 SHEET SHEET 3 OF 4 LLj Lj 0 Lli < z 0 LLJ :D < c/) z 0 Ld _j > LL Lij < -r CO ry 0 < z 0 M < Lj Z 0 0 .Ito CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 05/1 O/2019 SCALE 3/4" = 1'_0" JOB NO. E19-023 SHEET SHEET 3 OF 4 Z Lid < F,- < E > 0 CD rZ, < < Q�E 0 Z 01 Lj Li lv� 0 5; 4E Cc 0 ('0 V < Z 0 STONE FIELD PAVERS OVER STRUCTURAL NDJES.• COMPACTED SAND BED. FINISH. TO BE DETERMil4ED BY OWNER, DESIGN IN ACCORDANCE WITH REQUIREMENTS OF THE SLOPE 2017 FLORIDA BUILDfNG CODE. C 6" LAYER YER SAND BASE DIP CRIT ERIAS LLJ z C) z LLj < COMPACTED TO A D Sf7y' EN, .-DES4 DUVAL COUNTY OF AT LEAST 95% OF THE Li < MODIFIED PROCTOR MAXIMUM MONUMENT R048 Lj < DRY DENSITY (ASTM D 1537) 100 YEAR STORM ELEVATION +17.5' NGVD (16.4' NAVD) BUILD UP PERIMETER OF WAVE CREST HT. Lij cm Z < DECK WITH EXCAVATED 100 YEAR STORM DESIGN + 5.5' NGVD (4.4 N A VD) 0 EXISTING SAND FILL GRADE STABILIZED SUBGRADE, NON -PLASTIC, 0 JNOIRGANIC, EXISTING EXCAVATED GRANULAR EXISTING GRADE LIVE LOADS: SOIL COMPACTED TO A DENSITY UNIFORM LIVE LOADS: OF AT LEAST 957 OF THE PROCTOR POOL DECK SLABS//COPING 40 PSE MAXIMUM DRY DENSITY (ASTM D 1537) UNIT STRESSES SES CONCRETE: (PER ACI 318) CONCRETE: POOL DECK CONCRETE/STONE FIELD PAVERS SLAB ON GRADE fc = 30,30 PSI DETAIL STRUCTURAL POOL SHELL SLABS fc = 5000 PSI STRUCTURAL POOL SHELL WALLS fc = 5000 PSI SCALE: 3/4" 12-011 AUGERCAST CONCRETE ANCHOR PILE fc = 5-000 - —PSI CONCRETE PILE CAPS = 5000 PSI CONCRETE GRADE BEAMS fc = 5000 PSI EXTRUDED ALUMINUM 6'- 0 0 . C. TOP RAtL CONCRETE MAXIMUM WATER CEMENT RATIO: ARCHITECTURAL DETAIL �AS STRUCTURAL POOL SHELL SLABS AND WALLS 0,42 (TYPICAL) PER OWNER CONCRETE PILE CAPS AND GRADE BEAMS 0,42 J[-JLJHLI EILJLJLJ L 1" SQUARE RICKETS, ANCHOR PILE 0.46 5" @ 5 " 0. C. SLAB ON GRADE 0.52 0 11 _t 3" SQUARE POSTS ALL POOL SHELL WALLS, SLABS, GRADE BEAMS, AND z "I @ 6'-0" O -C. PILE CAPS SHALL CONTAIN "PREVENT -C" SHRINKAGE 1%2" BOTTOM RAIL REDUCING ADMIXTURE AS MANUFACTURED BY VITRO MINERALS. THE DESIGN MIX SHALL BE PROPORTIONED TO BE COMPATABLE WITH THIS ADMIXTURE WITH RESPECT 11-.1v,/i,/i./ 16 DIA. LIMEROCK BASE TO CEMENT CONTENT, AIR CONTENT, OTHER ADMIXTURES, + COMPACTED TO A DENSITY ETC. MAXIMUM WATER -CEMENT RATIO SHALL BE 0.042. ,' , , # j t OF AT LEAST 95% OF THE REINFORCMENT- ASTM A615 GRADE 60 Nt 10 MODIFIED PROCTOR R NIAMMUM DRY DENSITY (ASTM D 1537N WELDED WIRE FABRIC ASTM A185 f 4 SOIL BEARING PRESSURE: 2000 PSF STABILIZED SUBGRADE, "'AU T" C AUGERCAST ONCRETE ANCHOR PILES IN ON -PLASTIC, INORGANIC --- GRANULAR SOIL COMPACTED;..1 TO A DENSITY OF AT LEAST MINIMUM 16" DIAMETER 95% OF THE PROCTOR MAX[11004 2) MINIMUM EL. -18.00' NAND TIP ELEVATION 4�--O" ALUMINUM FEN CE DRY DENSITY (ASTM D 1537) 3) LENGTH VARIES 24'-0" to 25'-10"± 4) REINFORCE wl 7-#5 x 26'-0" QR 7-#5-28'-0" SECTION AND #3 TIES AT 12" O.C. 5) CONCRETE fc = 5000 PSI 6) PILE CAPACITY SHALL BE 30 TONS. SCALE: 3/8" = V-0" REINFORCED CONCRETE ALL CONCRETE WORK SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION O:� ACI 318 AND ACI 301. CONCRETE MIX DESIGNS Nu- I TtIL OWNER SHALL INSTALL AND AMR)" PLAN AS PERVrrfM By THE MIGION OF WATER FIESOLMOE MANAGEUDW SHALL BE SUBMITTEC TEC FOR THE REVIEW AND APPROVAL OF THE STRUCTURAL ENGINEER. I`Al`\INTAIN A FOUR (4') FOOT FLMDA DEPARTNEW OF ENVWX)NNIMAL PROTWTM AWROVED CONST%C71ION ^MAW CT*ER AUT*KMM ACTWISS HIGH (MINIMUM) FENCE AROUND CONSTRUCTM AND A-, TIMMS AM STRCn-Y tWrT-D TO TI -n% UNLESS OTHERWI-SE SHOWN ON DRAWINGS, MINIMUM COVER FOR THE POOL AREA (TO MEET OR S40VM ON T,:f AWFMVIED P40M AMZ UgrS3 INTIK PMJECT REINFORCING SHALL BE AS FOLLOWS: EXCEED LOCAL CODES) DESCAFTION.',F. SLABS ON GRADE CENTERED 45 -t- Sir STRUCTURAL POOL SHELL 2 NOTE: AUGERCAST ANCHOR PILE POOL MANUFACTURER RESPONSIBLE FOR THE DESIGN AND INSTALLATION ALL REINFORCEMENT SHALL CONFORM TO ASTM A615, GRADE 60. OF POOL EQUIPMENT PEDESTALS AS ALL WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185. REQUIRED BY FEMA. 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 NOIU 0 VERIFY ALL DIMENSIONS WITH ARCHITECTURAL DRAWINGS. 0 COORDINATE OPENINGS, SLEEVES, AND EMBEDDED ITEMS WITH ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS. ca THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE 0 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. TO THE BEST OF THE ENGINEERS KNOWLEDGE AND BELIEF, THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 62B-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12,9A AND CHAPTER 13,5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 62B-33.005(7) AND FEMA 55, CHAPTER 12.9.4. THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 6213-310). Z Lid < F,- < E > 0 CD rZ, < < Q�E 0 Z 01 Lj Li lv� 0 5; 4E Cc 0 ('0 V < Z 0 C LLJ z C) z LLj < _5 Z Li < Lj Lj < m L.1 C2 < Lij cm Z < CL 0 z < 0 DRAWN CCK CCK C'5 /li 0l2` 1 -9 S 'CA L E 7 /All = 11 1 _0" HEFT 4 SHEET 4 OF 4 MAP. OF SURVEY 00 DEED DESCf�//�T/O/�'• I II EOFFICIAL RECORDS BOOK 9248 , PAGE 2117 DUVAL COUNTY COASTAL ONSTRUCT/ON CONTROL L/NE � O LOT 11 AND 12, BLOCK 51, ATLANTIC BEACH, ACCORDING TO PLAT THEREOF 0 ACCO�D/NG TO FL OF/DA 571-4TUTE 628-26004 N o I RECORDED IN PLAT BOOK 6, PAGE 1, OF THE CURRENT PUBLIC RECORDS OF U1 I p � I = DUVAL COUNTY, FLORIDA, TOGETHER WITH THE LANDS LYING EASTERLY THEREOF I U? BETWEEN I BETWEEN THE NORTH LINE OF SAID LOT 12 AND THE SOUTH LINE OF SAID LOT 11 [ O CJ4 '� I �° I IN SAID BLOCK 51 AS EXTENDED EASTERLY TO THE EROSION CONTROL LINE. DUVAL COUNTY EROS/ON CONTFOL L/NE S Iv , / a I I ACCORD/NG TO FL OR/DA STATUTES, C11APTER 161 Ip `\ - o ( AS /?Z_ ORDED /N DUVAL -ECL, PAGES 26 THROUGH 29, , [ �� n rn o' o OF THE- PUBL/C RECORDS OF DUVAL COUNTY, FL OR/DA. I� COASTAL �. ti' '� I GR/D N.•2183121082 F [ CONSTRUCTION PROPOSED POOL aI a 1 GRAD E-591191.17-9 1 CONTROL LINE Q� o i LAT/TUDE. N 30 2017.308" PROPOSED POOL z. I „ CA L ONG/TUDE. l� 91'.23 46.211 � o I DECK �� 4141 ' ~ 1 101 110 150 15' 1k k 6 k r, + + 15 10. $' SEASONAL ///OH GY,4TER L/NE o [ o o / PROPOSED RELOCATED R� + ; j + + + ZZf A77ON 10.0 FEET NA VO 1988 I FILL y 1 i k GR/D N.•2183094 905 �, 530962.175 I EE 7- I +11 �� +11 10 y 11'1 1h 1k 5 + �' + h +g k + LAT/TUDE.• N 30°2017.041" I �� 1kg p ; 11 I + + LIMITS OF LONG/TUDE 14191 °23'48.82' �9g I I k�`' 40 R' - BE CH CCESS 6 h + +A 1 1 �.5' WOOD WALKW Y + + VE G E TA TI 0 N 1 6 X05 i 1 c"l5g 11. + BOCK WALL z . + I 0a 1 + «{ 1 .32 . 1. 30+' . +1 k15+ } 14.78 R. a. 10' I 10' g 6+ �+ SEASONAL HIGH 1 O .O .. 16.00 Y4' CONCRETE WALK, k2 +1 BENCHMARK 1 {� 16.06 �+ F B ALL �a� 10 x'.110 WATER \LIN _+1 00'" a' OCK W �, --- , N 5 n 6 + � ---- NA/L AND O/SK /N PA!/EVENT i V r I. 2 6 11 cs, 5 1 1?. 4 1 ------ --- -- ----- ----------------------- ------------------------------ -- co 1 } �+ 1 1 0 21 1 _ ELE!/AT/ON 13.01 FEET NANO 1988 �; (. kak7.66' 12 11' ° + „� �� '+ 1 1 + 3 `�-----------� .`-,.- -, _- v -- 110'f I ' a 1 1 1 21 + 83 2.8 44 E (M) +230.49 (M) _ b lY1TNESSCO-R-NE-RQ}- 17.84'T`Tm r- OHW WM 1 ' 16___� 11 BLOCK WALL _ _ _- _ - - _ - - '- - ki T 25.02 '(M) �� M o 1 ' IGN - EM 5. PP �r / 174 98' M '63.6f r' r/ CD LOT 172 ! 15$ 111+ I q� vi +>°\ 1 111. 11� +' 1 7Sr CONCRETE oC/0 + 7 ° 29.9' �' 1 f 1-STORY66 ^i+ 1+ 1 r'f � __ __ / '' ✓ i0.5 15' ..,�.�. 4 5' FLOOR 17.08 _ �< w �.i 1 I r a� FRAti1E + k _--� r P 1 STORY FRAMEN ,�i11. ;1 POOL '`r r o w 1 �+ c I CJI 9 N ;' POOL ° 23.5' .+ + &MASONRY SCK /1/%ASONRir�/0i #1291 --- ---- - g -! ,1291 r 0.5` 1hy � C) 1C)' N k� CSO 15 ` N cr 1 U (2' EA i/ES� ;� r 11 cn r ' cn . w r Ln < n j� ^+ z +� �� ` 9.9' 4 C/0 r 6P in w � ° 6 CONCRETE i o o .�:, z� I 1g o I o o (0.5' EA tiES % 16;. o , . 15' Ln O" _ d / CONCRETE 66 6 /' - �rr 7'2 U Z O 1tj?B LKHEAD O �. O o ! . 19 11. 11 /J ,r �r r p0 o cn Z {} n o I I -Tl 4 ' �o / 1 13.2'�i r L �� m LO 'u-) � � + 55. Ih j- r �; 5k O 5 15' D rmi / / i 1 o'} �' ¢ � 1k •. 20.0' 11. z 18' V �00� 46.2" r J p $ u Q k 116 0' 160 10 119 z '- 'GONG 165a a, .`O CONCRETE 16.49 E 155 ' 2 .02'(M) , p�31.99'(M) + ---------- j6 4 + + F17 4.9 + 17.7 - _ __ SER 16.60' .1. < z o .23 6' WOOD FENCE.. _ --q�- --X 17.04 4, BENCHMAfiK2 X6.8 a 6 WOOD FENCL 15. 5 OOR 15' pv- I l . � , 119 16 NAIL AND D/SK /N PA!/EMENT6 I 1 194' CONCRETE. p. g x 1 0� 231.9 9 (M) �' ,t�T�E C 1 �arv" 3s ELEIiA71ON 1.3..37 FEET N14 V29 1988 k�` .. 6 d a 1 I., + + 11' xl LOT 70 ,�' S 83°28'44" W (M) 15 N. g1 15 'n I 11 I + + N I RESOD AREAS FILLED I M [ GR/D N.283045.021 - 200°(R) VATED SOD NITFo� 0 0 E- 50965.883 I LO[ LAT/TUDE.• N 301,20`16,541r' zLO [ L ON617UDE-• W 8/ 723 45 7 L OT 9 0 [ N I 65'-C I SEAWARD DISTANCE-� I I 75-10" Z [SEAWARD DISTANCE OF NEW P OL DECK [ I I I 75-10nown N [SEAWARD I LO 0 1 140'_0„ low[ z 'SEAWARD DISTANCE OF EXISTING HOUSE [ � N [ 189,-6„ QI G CONCRETE BULKHEAD - [ 0 292' "� ' I 20 +0 9 +0 0 �,--MEN HIGH WATER LINE --------- --------------------- 5 9'± --------------------59'± 5 119 11 �+ ES � �+ +�• 1 +51 � +� 5 � +1 g +0 h o 2 +1 k BEACH 1' o I 1' k I 163'± k 10 4'f ------ ------ ------------- I - ---------------------- 1+ ------------ -------------------------------- -- - - 151 +1 9 � I � 5 6 10' + 11 1 +51 pior� eer z r7 e s/- cies +1 ./r7 e sur? y`/o veers, se oats, so a1-tir7 a p c7 terns) \\--GR/D N.-2183071367 SEASONAL HIGH GR/D Z_ 5-71196.368 WATER LINE LATTUDE• N 30°20'16.816" LIMITS OF LONG/TUDE.• 141,6172j46150" VEGETATION +5 k +0 0 +o. tib'; '_MEAN H/GH WATER L/NE - EZZ_1A71ON 2.2 FEET NA li0 1988 ACG.` . -91 0 TO THE FL OR/OA OEPARMZWT OF ENI%RONMENTAL PROTECT/ON BUREAU OF SURVEY AND MAPF/NG ME; -;N HIGH WA; -L' --R LINE S�TE PLAN SCALE: 1" = 20'-0" ts.o PROPOSED GRADING �t-- EXISTING GRADE A7 CVIC'Tlnlr C`nrT ri re in Ti�. [ SEAWARD DISTANCE OF VEGETATION LINE [ I + ISTING SPOT ELEVATION LO [ 302'-0"± [ o - HIGH WATER LINE �J oLn I I I- l 1 416' 0 I [ SEAWARD DISTANCE OF MEAN HIGH WATER LINE LO � N I m M O O I o [ COASTAL LOT 4 z I CONSTRUCTION N I CONTROL LINE I 200'(R) I ry LOT 3 DUVAL COUNTY EPOS/ N ACCORD/NG TO FL OR/DA 57147Z1, [ 200'(R) 4- AGES o I OF Tf/E PUBL/C RECORDS OF DUVAL fh [ LOT 2 � � I .� N I 1 200'(R) ro 0 � I CD � I L OT I z N I NOTE: ALL REFERENCED DIMENSIONS FROM THE DEP CCCL LIN TO THE NEW RESIDENTIAL POOL STRUCTURE AND POOL DECK ARE TAKEN FROM THE CENTERLINE OF THESUBJECT PROPERTY. JOB COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC LEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 626-33.005(7) AND FEMA 55, CHAPTER 12.9.4, THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 62B-33.005(7). U [ 475'-0"± z� [ SEAWARD DISTANCE OF "0" WATER LINE NO TE.. NOTES N I STATE PLANE COORDINATES AS SHOWN HEREON ARE REFERENCED TO THE PARCEL OF LAND AS SHOWN HEREON LIES WITHIN FEDERAL FLOOD ZONE "X" (6REA OUTSIDE 0.27. ANNUAL CHANCE �w �_j OF THE NORTH AMERICAN DATUM OF 1983/2011 - UNITED STATES FEET - FLOOD) AND FLOOD ZONE "VE" (COASTAL FLOOD PLAIN BASE FLOOD ELEVATION 12 FEET NAVD 1988) AS DEPICTED ON FLORIDA ZONE EAST, AND WERE OBTAINED USING ASHTECH PROMARK 2 RECEIVERS QJ FLOOD INSURANCE RATE MAP No. 12031C -0409-J, COMMUNITY No. 120075 FOR THE CITY OF ATLANTIC BEACH, DUVAL AND GNSS SOLUTIONS SOFTWARE VERSION 3.80.8 AS REFERENCED FROM COUNTY, FLORIDA AS REVISED 11/02/2018. LLzjNr, �Q >_ TO THE FLORIDA DEPARTMENT OF TRANSPORTATION PERMANENT REFERENCE NETWORK. THE BASIS OF BEARING AS SHOWN HEREON IS THE EAST RIGHT-OF-WAY LINE OF LEACH AVENUE HAVING AN ASSUMED COASTAL CONSTRUCTION CONTROL LINE, EROSION CONTROL LINE BEARING OF N 04'15'03" W, AS CALCULATED FROM STATE PLANE COORDINATES, F..OR!DA - ZONE EAST - NAD 1983/2011 W 1 AND COASTAL CONSTRUCTION SET BACK LINE AS SHOWN WERE OBTAINED U� Qw - U.S. FEET. (01 FROM THE FLORIDA DEPARTMENT OF ENVIRONMENTAL PROTECTION N 01 AND ARE REFERENCED TO THE DUVAL COUNTY COASTAL RANGE MONUMENTS. OWNERSHIP OF FENCES NOT DETERMINED BY THIS SURVEY. CAI 2 ROL //"E FENCE I FENCE POSITIONS MAY BE SHOWN EXAGGERATED FOR CLARITY. 'h' PTER 161, I LEGEND T I ALL ELEVATIONS AS SHOWN HEREON ARE BASED ON NORTH AMERICAN VERTICAL DATUM OF 1988 ( N.A.V.D. - 1988 ). R/W =RIGHT OF WAY O JCNOL, 5 Y M01'1 29, 17 - LB = LICENSED BUSINESS ALL CALCULATED DATA IS BASED ON FIELD MEASUREMENT. FL OR/DA. CONC = CONCRETE I = U (R) = RECORD ENCROACHMENTS AS SHOWN HEREON ARE ONLY THOSE ABOVEGROUND, VISIBLE OBJECTS OBSERVED BY THE SURVEYOR. U (M) = MEASURED PI = POINT OF INTERSECTION THIS SURVEY DOES NOT REFLECT OR DETERMINE OWNERSHIP. N I PP = POWER POLE OHW = OVERHEAD WIRE(S) NO UNDERGROUND STRUCTURES, UTILITIES OR FOUNDATIONS WERE LOCATED OR DETERMINED BY THIS SURVEY. w 1 C/0 =CLEAN-OUT wm m WM =WATER METER THE PARCEL OF LAND AS SHOWN HEREON WAS NOT ABSTRACTED FOR DEEDS, DEED RESTRICTIONS, EASEMENTS OR RIGHTS LJ0) EM =ELECTRIC METER OF WAY OF RECORD. 0 t = MORE OR LESS NQ O = FOUND 3/8" IRON ROD - # 4257 THIS SURVEY IS NOT VALID UNLESS IT IS SIGNED AND EMBOSSED WITH THE SIGNING SURVEYORS SEAL. .. I • = FOUND 1/2" IRON PIPE - # 6645 THIS SURVEY IS CERTIFIED TO AND FOR THE USE AND BENEFIT OF: 1 O = FOUND 1/2" IRON PIPE - NO IDENTIFICATION LO CHRIS HIONIDES AND NADIA HIONIDES N I6 Al. =EXISTING SPOT ELEVATION + SUBJECT TO THE ABOVE CONDITIONS AND RESTRICTIONS I HEREBY CERTIFY THAT THE SURVEY SHOWN HEREON WAS = ( - --- - = CONTOUR LINE AND ELEVATION PERFORMED BY EITHER MYSELF OR UNDER MY DIRECT SUPERVISION AND THAT ALL OF THE INFORMATION SHOWN HEREON IS 1 TRUE CORRECT BEST OFA D BELIEF AND THAT THIS SURVEY CONFORMS TO KNOWLEDAG ND SECTIONS I OF A VE ODE. JOB COPY REVIEWED FOR CODE COMPLIANCE CITY OF ATLANTIC LEACH SEE PERMITS FOR ADDITIONAL REQUIREMENTS AND CONDITIONS REVIEWED BY: DATE: TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF THESE SWIMMING POOL DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS ESTABLISHED IN CHAPTER 6213-33, FLORIDA ADMINISTRATIVE CODE. THESE DESIGN PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE STANDARDS AND GUIDELINES ESTABLISHED IN CHAPTER 12.9.4 AND CHAPTER 13.5.3 OF FEMA 55, COASTAL CONSTRUCTION MANUAL AND APPENDIX L TO THE FEMA 55, COASTAL CONSTUCTION MANUAL. THE SWIMMING POOL HAS BEEN DESIGNED NOT TO INCREASE THE RISK OF DAMAGE TO ADJACENT DWELLINGS DURING A COASTAL STORM EVENT AS REQUIRED BY FAC CHAPTER 626-33.005(7) AND FEMA 55, CHAPTER 12.9.4, THE SWIMMING POOL HAS BEEN DESIGNED AS AN EXPENDABLE STRUCTURE IN ACCORDANCE WITH FAC CHAPTER 62B-33.005(7). U z� W W wz Qo �w �_j L.1e QJ E LLzjNr, �Q >_ TO 0 U� Qw 0 _j Mo� �L Llj w�© wU)C/')_- o� = CD O >1 00 Z O JCNOL, 5 Y Z Q ® = U U � O Z J WILL. h It CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK W L.1e D Llj Z ® Q w V^ C/) / � O Z J WILL. W Q= � !.L = U UQ Q W w w wm m LJ0) _U ~ 0 ® NQ Z z Q <C 0 eJ = W F_ h It CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK ■ 30.0' 25.0' 20.0' 15.0' I/ 1 5.0' 0.0' NAVD w) w wl O_ O O. w' wI w' 01 iQP O GAI GUAF3= _ t -I w� ZI UI Zuj Z J Z Y :2 QI J w1 F - w 0 z CL O U li 0 BE PLACED J m _j Q J 0 0I 0 QIZ V) m LLJI w � I O O 1 w) w wl O_ O O. w' wI w' U iQP O GAI GUAF3= _ U PILE SEAWARD OF THE CCCL U _ Z AVAILABLE EXCAVATED MATERIAL TO BE _ +89.1 Z Y Z J -- n RELOCATED U AS BACKFILL MATERIAL AROUND THE POOL AND POOL DECK. ALL J BE PLACED EXS71Gm _sel ---VA LK ;^o REQUIRED. ALL RELOCATED FILL MATERIAL SHALL BE DEP APPROVED CLEAN, WELL COMPACTED, SAND MATERIAL. U Q W m ci I V) W m U V) L- ® �= ID C, .I 0 cl � J 0 w0 J xQ w 0 z dim XlaltNG ?i0 -p �ONC4RE7E__PTLES_ �� Qin QIJ QIP ww lz ww ww (n 0 Z (n rY OR n wI U Z w QN �::D 010 00 ry QZ QIN W X (n W ILLJ Im Y J wm Om wIw U w Z � Q `"o EIU D � fY Z F- < I(n N W 475'-0"± ZI ZI OI OI tj w Z � N� w >I QIW 0 Q X ?� 0 O � I CL CL 0 J Q = Qw w Z � J wIck� ~ W Q � � Q X CL CL Q m I I SEAWARD DISTANCE OF "0" WATER LINE I r 1416'—O"± SEAWAR DISTANCE OF MEAN HIGH WATER LINE I I I I 302'-0"± I I SEAWARD DISTANCE OF SEASONAL HIGH WATER LINE I I 292'-0"± SEAWA D DISTANCE OF LIMITS OF VEGETATION - --- 189,-6" I _I SEAWARD (DISTANCE OF EXISITNG CONCRETE BULKHEAD I I 140'T-0" I I I SEAWARD DISTANCE TF E ISITNG HOUSE 75'-10" I I EAWARD DISTANCE OF RELOCATE FILL 1 75,-10" EAWARD DISTANCE OF NEW POOL, DEC I I I 65'-0" SEAWARD DISTANCE OF MEW POO I I I I I I I PR PO ED RELOCATED FILL I I I I PROPOISEDI NEW POOL DECK EXISTING TWO IPROPO ED I NEW POOL STORY GARAG NOTE: ALL REFERENCED DIMENSIONS FROM THE DEP CCCL LINE TO THE NEW RESIDENTIAL POOL STRUCTURE AND POOL DECK ARE TAKEN FROM THE CENTERLINE OF THE SUBJECT PROPERTY EXISTING TWO STORY GARAGE CYDS SHELL SEAWARD OF THE CCCL TOP OF HOUSE SLAB /ALL LLr-VH I IUINJ HJ JNUVVIN rlLMLUw HKt EL. +18.68' NAVD BASED ON NAVD 1988 DATUM iQP O GAI GUAF3= _ _ _.�___ _ LL _— _ ._ ...... _ __ PILE SEAWARD OF THE CCCL _ EL._. AVAILABLE EXCAVATED MATERIAL TO BE _ +89.1 CYDS USED AS BACKFILL SEAWARD OF CCCL EXCAVATION NOTES: -- n RELOCATED ._........ .�___...__ AS BACKFILL MATERIAL AROUND THE POOL AND POOL DECK. ALL EXCESS EXCAVATED EXISTING SAND MATERIAL SHALL BE PLACED EXS71Gm _sel ---VA LK ;^o REQUIRED. ALL RELOCATED FILL MATERIAL SHALL BE DEP APPROVED CLEAN, WELL COMPACTED, SAND MATERIAL. U Q W m W ��I! O P Q F d.l..y. K _. - _ _ _ _. _ ___ ___ ___ __. .. _ .__ BANK-----.-- 11 H -€-A IF A W m U � �= ® N Q J E- Q _EXE _ z 0 z XlaltNG -p �ONC4RE7E__PTLES_ _ _j: U� La ta L41 UI U p In S�TE F L E EXCAVATION QUANTITIES: TOTAL EXCAVATION FROM THE POOL = 77.8 CYDS SHELL SEAWARD OF THE CCCL TOTAL EXCAVATION FROM THE POOL = 11.3 CYDS PILE SEAWARD OF THE CCCL TOTAL EXCAVATION = 89.1 C1'DS AVAILABLE EXCAVATED MATERIAL TO BE _ +89.1 CYDS USED AS BACKFILL SEAWARD OF CCCL EXCAVATION NOTES: 0 ALL EXCAVATED EXISTING SAND MATERIAL SHALL BE RELOCATED AROUND THE PERIMETER OF THE NEW POOL SHELL AND UTILIZED AS BACKFILL MATERIAL AROUND THE POOL AND POOL DECK. ALL EXCESS EXCAVATED EXISTING SAND MATERIAL SHALL BE PLACED SEAWARD OF THE EXISTING TWO STORY GARAGE AS REQUIRED. ALL RELOCATED FILL MATERIAL SHALL BE DEP APPROVED CLEAN, WELL COMPACTED, SAND MATERIAL. U Q W m BACKFILL QUANTITIES:__ BACKFILL REQUIRED SEAWARD OF THE CCCL = + 21.2 CYDS AT THE PROPOSED POOL LAWN AVAILABLE EXCAVATED MATERIAL TO BE = < 89.1 CYDS> USED AS BACKFILL SEAWARD OF CCCL EXCESS EXCAVATED MATERIAL TO BE = + 67.9 CYDS USED AS BACKFILL SEAWARD OF CCCL SCALE: 1 " = 20' (HORIZONTAL) (VERTICAL SCALE EXAGERATED) 30.0' 25.0' 20.0' 15.0' 0 10.0' rn� I T I 5.0' z 0.0' NAVD JOB COPY U zC/) — 0� Li ..w Q I I I z o = (cl� ~w D -i Q zL` oN E �Q >_ 000 ° U�Q� o� ° w �o°�z�E FKD' ww 1-- U JLLJ W a) = C� 05: 00 z 0 No W tet- Y z Q �o = U U /-. �I '�A CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 05/10/2019 SCALE 1" = 20'-0" JOB NO. E19-023 SHEET C 2 SHEET 2 OF 2 w U w � W Q w � 0 V) =o z J W W o W Q= Q U Q W m W rn V / W m U � �= ® N Q J E- Q z 0 z /-. �I '�A CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK DRAWN CCK CHECKED CCK DATE 05/10/2019 SCALE 1" = 20'-0" JOB NO. E19-023 SHEET C 2 SHEET 2 OF 2 U z� —ry W W Q wz o _0 ry ►--w �-j Qz W N �Q>=0o 0 [if QU Mme- Q U� aL.L'o� E �0mz-CY) �af WW @ ~ U -1 Wa0 N wJ c o Cn _J C� O ] Q U Orj p 01, c) O�c� v Y z Q ryO = U U AN CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK ufC H WIN CCK CHECKED CCK DATE 05/10/2019 SCALE 1/8» _ 1,-0" JOB N0. E19-023 SHEET p - I SHEET 1 OF 4 Z LLj ® U Q Of w V ® Q W 0 ry ® e zo W J ZW � > Q L.L U Q W Q W m M U Z L F- ® N Q ~ J Q nn Ld _® V l CHRISTOPHER C. KATHE FL P.E. 36820 FLORIDA RAISED SEAL SIGNED IN BLUE INK ufC H WIN CCK CHECKED CCK DATE 05/10/2019 SCALE 1/8» _ 1,-0" JOB N0. E19-023 SHEET p - I SHEET 1 OF 4 JOB ACCESS ► DEC11' BY OTHERS AUT LINE PROF P-3 P 2 4TRAVERTINE PAVER COPING W/RS MDX W/ SDX 6'-0"1 3'-6" DEEP "— (2) 2" F/Rs DEEP P 2 24W 24W r -- PURELINK - PDA -P4 - PX 10OW TRANSFORMEF - 3 PORT ]-BOX - (2) JLU4C 24Wj 100' LTS BENCH , , , , POLARIS 360 - SKIMMER #1 1 - DRAINLINE SEE ATTACHED NOTICE: BONDING GRID - OPTION "C" # 8 BARE COPPER CONDUIT LINE PROPEI •MDX-R3 Date: Date: Date: Date: Date: PUMP #1: & SDX ON SIDE RE: Branch Line: 3" RE: Trunk Line: 2.5" Return Line: 2" Skimmers: 1 Dandy Pump: VSFHP165AUT Jandy Fitter: CS 250 Heater: N/A _ Minimum TDH: —48' Maximum Flow: 82 GPM's BENCHMARK TOP OF COPING TOP OF TILE TOP OF POOL BEAM Address: 600 St. Johns Bluff Rd. N. City: Jacksonville State/Zip: FI / 32225 Phone #: 904.223.4050 Fax #: 904.223.0735 E-mail: Info@pbjc. com License #: CPC 009595 & 1457425 Customer Info Client Name: Hionides Residence Job #: 2580 Address: 1291 Beach Avenue Zip: 32233 Neighborhood: Atlantic Beach Builder: Residential Project Manager: Jonny Designer Name: Kyle Pool Perimeter: 84' Pool Area: 360 ft' Spa Perimeter: n/a Spa Area: n/a Gallons: 12.079 oallons LST: 26 GPMs HST: 50 GPMs Deck Area: n/a Lanai Area: n/a Footer: n/a Dist. to PIE: 47' SAFETY 1: Fence by homeowner SAFETY 2: PGRM-2 Pool Guard Alarm Notes: Pool Piles by others Reference structural plans Drainline from skimmer #1 RE: Date: Date: Date: Date: Date: RE: RE: RE: RE: K Pools by john Clarkson an aquatech* builder