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1772 Sea Oats Dr POOL21-0022 PoolOWNER:ADDRESS:CITY:STATE:ZIP: SHERRILL PETER G 1772 SEA OATS DR ATLANTIC BEACH FL 32233-5829 COMPANY:ADDRESS:CITY:STATE:ZIP: COASTAL LUXURY OUTDOORS LLC 115 Solana Rd Suite C PONTE VEDRA BEACH FL 32082 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 172020 0426 SELVA MARINA UNIT 08 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 1772 SEA OATS DR SWIMMING POOL SWIMMING POOL RESIDENTIAL DEMO POOL & DECK REPLACE WITH NEW POOL & DECK $40000.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 PUBLIC WORKS EROSION CONTROL INSTALLATION INFORMATIONAL Notes: Full erosion control measures must be installed and approved prior to beginning any earth disturbing activities. Contact the Inspection Line (904-247- 5814) to request an Erosion and Sediment Control Inspection prior to start of construction. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 7/12/2021 PERMIT NUMBER POOL21-0022 ISSUED: 7/12/2021 EXPIRES: 1/8/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.33 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $643.32 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during construction. 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 7 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 7/12/2021 PERMIT NUMBER POOL21-0022 ISSUED: 7/12/2021 EXPIRES: 1/8/2022 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $643.32 POOL21-0022 Address: 1772 SEA OATS DR APN: 172020 0426 $643.32 BLDG SUBSEQUENT PLAN REVIEW FEES $50.00 BLDG 2ND PLAN REVIEW FEE 455-0000-322-1006 0 $50.00 BUILDING $255.00 BUILDING PERMIT 455-0000-322-1000 0 $255.00 BUILDING PLAN REVIEW $127.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $127.50 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $10.82 STATE DBPR SURCHARGE 455-0000-208-0700 0 $6.49 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.33 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R16294 $643.32 Printed: Monday, July 12, 2021 11:12 AM Date Paid: Monday, July 12, 2021 Paid By: COASTAL LUXURY OUTDOORS LLC Pay Method: CREDIT CARD 480352185 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16294 ~+; CENTRALSQUARE Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION IN fE'1r l@N l lN E~ ~I@ ~1-iM Musr CAIi. BY 4PM PREVIOUS DAY FOR NIEXI' DAY INSPECIION Page 1 of 2 CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 (904) 247-5800 BULLETIN 2-18 To: All Permit Applicants. From: Dan Arlington, CBO City Building Official Date: May 9, 2018 Re: PRE-CONSTRUCTION, FORM BOARD, AND FINAL POST- CONSTRUCTION SURVEYS REQUIRED. Per COAB, Section 24-66(a), a PRE-CONSTRUCTION TOPOGRAPHICAL SURVEY and a POST- CONSTRUCTION TOPOGRAPHICAL SURVEY are required for any new development. Sec. 24-66. - Stormwater, drainage, storage and treatment requirements. (a) Topography and grading. All lots and development sites shall be constructed and graded in such a manner so that the stormwater drains to the adjacent street, an existing natural element used to convey stormwater (see section 22-303, definitions: Stormwater management system), or a city drainage structure after meeting onsite storage requirements, as set forth within this section. The city shall be provided with a pre-construction topographical survey prior to the issuance of a development permit and a post-construction topographical survey prior to the issuance of a certificate of occupancy. Elevations in all topographic surveys will be referenced to NAVD 1988. Said surveys shall be prepared by a licensed Florida surveyor, and the requirement for either or both surveys may be waived by the director of public works if determined to be unnecessary. 1. A pre-construction topographical survey must be provided with the building permit application for any new development over 250 square feet. 2. A site survey, showing Finished Floor Elevation (FFE), Building Restriction Lines (BRL), and distances to property lines must be on site for the Slab Inspection, where the proposed structures are less than 0.5 feet from any BRL. NOTE: A Form Board Elevation Certificate, signed by a licensed surveyor, may suffice, where the proposed structures are greater than 0.5 feet from all BRLs. (Blank Form Board Certificates are provided by the City) 3. A final post-construction topographical survey must be provided before the Final Inspections can be scheduled. ,:...."•-..:_/r~ -.>? 11\ ":;> ,J 2: 0;{\9~ Page 2 of 2 The surveys must be original document; prepared by a licensed surveyor; signed, sealed, and dated; drawn to scale; and should be of sufficient size and clarity to indicate the location, nature, and extent of the new work and the existing structures on the site. The surveys must also show the locations and dimensions of the following: all impervious surfaces, pavers (new and previously existing, not removed by construction), setbacks, distances from lot lines, finished floor elevation, street address, site drainage patterns, and established finished grades. Where on-site stormwater retention is required, elevations must be shown to fully define the retention areas. All elevations should reference NAVD 1988 and the elevation and location of the benchmark for the survey should be indicated. If the structure is located in a flood zone, please provide finish floor elevations for all floor le vels, including garages, enclosures, and habitable spaces. Additionally, a preliminary FEMA Elevation Certificate is required before the slab is poured and a final Elevation Certificate is required before final C.O. inspection, per FEMA and NFIP Guidelines. Other features to be shown include flood zone boundary lines, base flood elevations (BFE), flood ways, the Coastal Construction Control Line (CCCL), all easements, storm water retention areas, all storm water requirements of COAB, Land Development Regulations, Section 24-66 and any other development features. All fill dirt must be approved by Public Works before delivery. The pre-construction, form board, and final post-construction surveys are important documents for ensuring adequate drainage throughout neighborhoods, code compliance, and archiving this information in the permanent record. We appreciate your cooperation in this matter. DJA 5/9/2018, 10/02/2018 POOL21-0022 -~ Building Permit Application W Jri City of Atlantic Beach Building Department , , ,m? 800 Seminole Road, Atlantic Beiach, FL 32233 Phone: ( 04) 247-5826 Email: Building-Dept@coab.us_) Updated 10/9/18 **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. Job Address: ---1---1--1.Cl!l...::s::::,JJP,1.121::~,LD:..!.\.s~--1,,...q~----.-....----Permit N~h.\-°'Bov . cj- -lO,,!!,,.I...L-..µ""4-J~J.A..-A,,~~~L~---4J:::!~.u..,.-...~'.:c:..u..,~ RE# ,ftci. oci o -o >-P& f\"'x-. i5 ____ Norr' Heated/Cooled ____ _ • Class of Work: □New □Addition □Alte ration []Repair □Move □Demo □Pool □Wi ndow/Door • Use of existing/proposed structure(s): □Commercial □Residential • If an existing structure, is a fire sprinkler system installed?: □Yes □No ro·ec ? □Yes musts bmit s Flori a ro uc pprova Pro State Certification/Registration # ~41..-L..J.:::::::J,,,L;~:s..L.L Architect Name & Phone# ___________________________ _,_,__ ____ _ Engineer's Name & Phone# ________________________________ _ Workers Compensation Insurer ______________ OR Exempt o Exp iration Date _______ _ Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in th is j urisdiction . I understand that a separati! permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS , POOLS, FURNACES, BOILERS, HEATERS, TANKS, and i6-IR CONDITIONERS, etc. NOTICE : In addition to the requirements of this permit, there may be additional restrictions applicable to th is property that may be found in the public records of this county, and t h ere may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencie s. OWNER'S AFFIDAVIT: I ce rtify 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 E YOUR NO I OF COMMENCEMENT. ~ 4' a« (Sl~re of Contractor) [~ Known OR-~-~Y'-'1V',_,...,..,.~,..,.~rV''t [ I Produced ldentificati [~nownOR [ ) Produced Identification Type of Identification: ~~~~~~...c~l!20:~---< Type of Identification: ----,~l,qt..-,~Wrl~m ,:;:,=--- POOL21-0022 TREE & VEGETATION AFFIDAVIT City of Atlantic Beach Community Development Department 800 Seminole Road Atlantic Beach, FL 32233 (P) 904-247-5800 SITE INFORMATION ADDRESS 1772 Sea Oat Dr FOR INTERNAL OFFICE USE ONLY PERMIT# ______ _ SUBDIVISION Selva Marina BLOCK 14 LOT 15 -=-=-:...:....::...;c.:..:..:::..:.:..:.=___________________ ---------- RE# 172020-0426 APPLICANT INFORMATION NAME Peter Sherrill and/or Margaret Sherrill ADDRESS 1772 Sea Oats Dr CITY Atlantic Beach EMAIL maggie@movinngwithmargaret.com [g] RESIDENTIAL 0 COMMERCIAL 0 OTHER PHONE# 904-962-4041 CELL# STATE FL ZIP CODE 32233 ..:....::...__ ~=-------- [g] OWNER 0 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. RMATION PROVIDED IS CORRECT: Signature of Property Owner(s) or Authorize MoAwu V S~i l I PRINT OR TY NAME DATE Age f~ SIGNATURE OF APPLICANT (2) PRINT OR TYPE NAME dlfuuib . ~) by DATE My Commission expires q I .3 / ~ ()(..{ 04 TREE AND VEGETATION AFFIDAVIT 03.01.2018 Electrical Permit Application City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email: Build ing-Dept@coab.us **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED. PERMIT#: ______ _ JOB ADDRESS: 1772 Sea Oats Dr PROJECT VALUE $._$_5_oo_.o_o _____ _ JEA INFORMATION REQUIRED ON ALL PERMITS: __ AMPS VOLTS PHASE 0 NEW SERVICE: □ Overhead □Underground □Underground up Pole c:Residential (Main) Service: 00-100 amps 0101-lSOamps 0151-200amps Dcommercial (Main) Service: Do-100 amps D101-1soamps □1s1-2ooamps Conductor Type Size -------------□Multi-Family (Main) Service: [b-100 amps O101-lSOamps O151-200amps □ TEMPORARY POLE: amps --- -□..__ __ amps D.___ __ amps o ___ amps □ SERVICE UPGRADE: 0. ___ amps D:T Service amps --- 0 NEW FEEDER (ADDITIONS, ACCESSORY STRUCTURES, ETC,): 0100 amps OlSOamps O200amps D. ___ amps 0:T Service ___ amps 0 ADDITIONS, REMODELS, REPAIRS, BUILD-OUTS, ACCESSORY STRUCTURES, ETC: # of Meters --- (JCT Service ___ amps # of Unit Meters __ _ Outlets/Switches: ___ 0-30amps ___ 31-100amps ___ 101-200amps Appliances: ___ 0-30amps ___ 31-100amps ___ 101-200amps A/C Circuits: ___ 0-60amps ___ 61-lOOamps Heat Circuits: ___ #circuits @ ___ kw Number of lighting Outlets, Including Fixtures: __ _ □ OTHER ELECTRICAL PROJECTS: 0swimming Pool □Sign Dsmoke Detectors ___ (Qty) [)Transformers ____ KVA □Motors ___ HP □ FIRE ALARM SYSTEM (Requires 3 sets of plans): Qty ____ volts/amps ____ _ □ REPAIRS/MISCELLANEOUS: □Replace Burnt/Damaged Meter Can D:>ther: □Safety Inspection □Panel Change OOH to UG Updated l0/17/18 Permit becomes void if work does not commence within a six month period or work is suspended or abandoned for six months. I hereby certify that I have read this application and know the same to be true and correct. All provisions of laws and ordinances governing this work will be complied with whether specified or not. The permit does not give authority to violate the provisions of any other state or local law regulation construction or the pe rformance of construction. . • Owner Name: Peter Sherrill and/or Margaret Sherrill Phone Number: (904) 962-4041 ~~--------- Electrical Company: McClure Electrical Contractors, Inc Co. Address: 1521 Inverness Rd License Holder: Robert McClure Office Phone: _(9D4_)2_31-4_1_01 _______ Fax: _____ _ City: Fernandina Beach State:~ Zip: _3_20_3_4 __ State Certification/Registration #: _E_R_00_0_BB_1_B _____ _ Notarized Signature of License Ho/der-1,L..t,(,=~::...!:L...J~---.----=='=;;;#¥---------------t"'~--==-- The foregoing instrument was acknowledged before me this ~day ersonally Known OR [ ] Produced Identification -~,,..,.-"",,..,,"'"'~""""""'~ Type of Identification: ______________________ _ POOL21-0022 NOTICE OF COMMENCEMENT State of f] 0 d ~t\ County of ID I.AV c\, r To Whom It May Concern: Tax Folio No. The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713 of the Florida Statutes, the following information is stated in this NOTICE OF COMMENCEMENT. Legal Description of property being improved: Lot 15, Block 14, Selva Marina, Unit 8, Plat Book 34, PaQes 85 Address of property being improved: 1772 Sea Oats Drive, Atlantic Beach, FL 32233 General description of improvements: In-Around swimminA pool and any other home improvement owner: Peter Sherrill and/or Margaret Sherrill Address: 1772 Sea Oats Dr, Altantic Beach, FL 32233 Owner's interest in site of the improvement: _F_ee_s_·1m.:..p_le __________________________ _ Fee Simple Titleholder (if other than owner): _____________________________ _ Name:---------------------------------------- Contractor: Kevin J. Carroll -Coastal Luxury Outdoors, LLC Address: 115 Solana Rd, Suite C, Ponte Vedra Beach, FL 32082 Telephone No.: _(9_0_4_) 54_3_-2_6_26 _____ _ Fax No: ___________ _ Surety (if any) ______________________________________ __, Address: _______________________ Amount of Bond$ _________ .:.... Telephone No: __________ _ Fax No: ___________ _ Name and address of any person making a loan for the construction of the improvements Name: _______________________________________ _ Address:---------------------------------------- Phone No: ___________ _ Fax No: ___________ _ Name of person within the State of Florida, other than himself, designated by owner upon whom notices or other documents may be served: Name:---------------------------------------- Address:--------------------------------------- Telephone No: __________ _ Fax No: ___________ _ In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section 713.06(2) (b), Florida Statues. (Fill in at Owner's option) Name: _______________________________________ _ Address: ______________________________________ _ Telephone No: __________ _ Fax No: ___________ _ Expiration date of Notice of Commencement (the expiration date is one (1) year from the date of recording unless a different date is specified):-------------------~-----------....,,...---------- THIS SPACE FOR RECORDER'S USE ONL V Doc# 2021079953, OR BK 19653 Page 156, Number Pages : 1 Recorded 03/29/2021 03:29 PM, JODY PHILLIPS CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 Signe ~fo f Florida, has otary Public at La ly commission ex ~rsonally Known: ---!;~"'""""'l,__---,."1':~ ~,-"t'xtire.miilm:12m!r-'-'--'--~ or ·oduced ldentific (), ST/\L LUXUr'Y Project Name: Margaret Sherrill Address: 1772 Sea Oats Drive Atlantic Beach, FL 32233 Construction: lnground Concrete Swimming Pool Occupancy Class: Single Family Dwelling Group R-3 Lot Coverage: Index: Existing Lot Coverage: Lot Area -12,901 sq ft House -2750 sq ft Pavers -979 sq ft Pool Deck -1,151 sq ft Pool @50% -258 sq ft All Pads (3) -42 sq ft Total Lot Coverage -5,180 sq ft 40.2% Proposed Lot Coverage : Lot Area -12,901 sq ft House -2750 sq ft Pavers -979 sq ft Pool Deck -1,021 sq ft Pool @50%-111 sq ft Fireplace -12 sq ft All Pads (3) -42 sq ft Walkway -71 sq ft Total Lot Coverage-4,915 sq ft 38.6% Cover Letter Notice of Commencement Permit Application Tree Removal Affidavit Electrical Application Proposed Survey (3) Copies Drainage Survey Checklist • 2 Sets of TDH • Pump Data Sheet Coastal Luxury Outdoors 115 Solana Rd, Suite Ponte Vedra Beach, FI, 32082 Offi ce (904) 543 -2626 Fax (866) 609-2717 CPC 14 58340 Date: 5-27-21 pgs. 1-3 pg .4 • Cartridge Filter Data Sheet • Gas Heater Data Sheet • MDX-R3 Dra i n Data Sheet 2 Sets of Plans 1. Pool Drawing 2. Plumbing Drawing 3. Engineering Plans pg.5 pg.6 pg. 7 pg.8 pg.9 pgs . 10-13 POOL21-0022 CPC1458340 www.coastalluxurypv.com 5/26/2021 CO.\') 1,\1 I tJ.alltY Customer Name: MARGARET SHERRILL Address: 1722 SEA OATS RD City, State, Zip: ATLANTIC BEACH, FLORIDA 32233 115 Solana Rd, Suite C Ponte Vedra Beach, FL, 32082 Office 904-272-7946 Office 904-543-2626 Fax 866-609-2717 ANSI/APSPt 7, 2013 Specifies three methods for determining the maximum system flow rate. The following simplified TOH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet Determine Maximum System Flow Rate Minimum Flow Rate Required: 35gpm per skimmer (required: 1 skimmer per 800 sq ft of surf. area) 1. Calculate Pool Volume ___ 17_2 __ x ___ 3_.7_5 ___ x 7.48 (gal./cubic foot)= -,---4-',_8_25 __ _ (Surface Arca) (Avg Depth) (Volu me In Ga llons) 2. Determine preferred Turnover Time in HoL ____ 6 ___ x 60 (Min/Hr) 360 (Hours) (Turnover in Mln,) 360 + 0 13 3. Determi ne Max Flow Rate ___ 4-',_82_5 ___ / (Volume In Gallons) -(-Tu_rn_o-ve-r -in-M-in-.) (Auxiliary Flow Rate) (System Flow Rate) 4. Spa Je_ts_:..,...--, __ x __ l _S_GPM per jet = (No of Jets) (Jet Flow) O Flow Rate -(T-o-ta-1 J-et-F-lo_w_R-at-e)- (For Single Pump pool/spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool & Spa) Determine Pipe Sizes: Branch Piping to be 3 in ch to keep ve locity @ 6 fps max. at Return Piping to be 2 inch to keep velocity@ 8 fps max. at Suction Piping to be 2.5 inch to keep velocity @ 8 fps max. at __ 1_3_6 __ gpm Maximum System Flow Rate __ 8_2 __ gpm Maximum System Flow Rate __ 11_7 __ gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool, to pump In Ft: 65 2. Friction loss (in suction pipe) in 2.5 3. Friction loss (in return pipe) in 2 ~ H x ~1 Inch pipe per 1 t. @ gpm = inch pipe per 1 t. @ gpm = 6.5 (length of Return Pipe) (Ft of hcad/1 ft of Pipe) (TDH Return Pipe) 5.2 5. 65 X 0.08 -(l-en-g-th_o_f S-u-,t-lo_n_Pi-pe_) _ -IF_t _of-h-ea_d..,./l_f_t o-f-Pl-pe_)_ (TOH Suction Pipe) 0.08 0.1 (from pipe flow/friction loss chart) (from pipe flow/friction loss chart) Flow and Friction Loss Per Foot (Schedule 40 pvc Pipe) TDH in Piping ___ l _l._7 __ Ve l ocity -Feet Per Second Filter loss in TOH (from filter data sheet) ___ 7 __ _ Pipe Size 6 FPS 8 FPS Heater loss in TOH (from heater data sheet) ___ 7 __ _ Total all other loss ------ 1.5" 37gpm 0.08' SOgpm .14 ' Total Dynamic Head (TDH) __ 2_5_.7 __ 2" 62gpm 0.06' 82gpm ,10' 2.5 " 88r.om 0.05' 117gom .08' 3" 136gpm 0.04' 181gpm .07 ' Determine the Number and Type of Required ln---floor Suction Outlets: (Check all that apply) 0 Check O <':-3 -> 0 ----2 suction outlets @ __ 13_2 __ gpm max. flow (see note 2) □check Q Q Q suction outlets @ ____ gpm max. flow (see note 3) [l Check channel drains @ ____ gpm w/ ___ ports (see note 4) I Filter Make/Size Paramount MOX-R3 CPC1458340 www.coastalluxurypv.com 5/26/2021 C< ),\" L\I I LJXL ltY 115 Solana Rd, Suite C Ponte Vedra Beach, FL, 32082 Office 904-272-7946 Office 904-543-2626 Fax 866-609-2717 TOH Calculation Options (For each Pump) Check one □ Simplified Total Dynamic Head (STDH) Complete STDH Worksheet -Fill in all blanks □ Total Dynamic Head (TDH) Complete Program or other calcs. Fill in required blanks on worksheet & attach calculations □ Maximum Flow Capacity of the new or replacement pump Notes: 1. If a variable speed pump is used, use the max pump flow in calculations 2. For side wall drains, use appropriate side wall drain flow as published by manufacturer 3. Insert manufacturer's name and approved maximum flow 4. See installation instructions for number of ports to be used 5. ln---Floor suction outlet cover/grate must conform to most recent edition of ASME/ANSI All2.19.8 and be embossed with that edition approval 6. Pump, Filter and Heater make and model cannot change, and equipment location cannot be move closer to the pool without submitting a revised plan and TOH calculation worksheet for approval Pipe Size 1.5" 2" 2.51' 3" 4" 6" Velocity• Feet Per Second 6 FPS 37gpm 62gpm 88gpm 136gpm 234gpm 534gpm 8 FPS 0.08' 50gpm 0.06' 82gpm 0.05' 117gpm 0.04' 181gpm 0.03' 313gpm 0.02' 712gpm 5/26/2021 Date Contractors Signature Kevin J. Carroll 1-'rint Name CPC 1458340 Certification Number 904-548-2626 Telephone Number .14' .10' .08' .07' .05' .03' ANSI/APSP/ICC Worksheet Swimming Pool Energy Efficiency Compliance Information Note: These Requirements Apply ONLY to the Filtration Pump Maximum Filtration Flow Rate Calcutlations Pool Water Volume 4,825 ;. 360, 13 gpm = filtration flow rate Is there an Auxiliary load on the filtration pump? Ye:i] NO[] If so, what is the auxiliary flow rate O gpm Maximum Flow Rate 13 gpm (maximum auxiliary pool loads or the fi It ration flow rate, whichever is greater. The poof filtrotion flow rate sho/1 not be greoter than the rate needed to turn over the pool water volume in 6 hours ar 36 gpm whichever is greater. This means that for pools of fess than 13000 go/Ions, the pump shall be sized to have a flow rate of 36 gpm or less. Suction Pipe size@ 6 fp __ 2_.5_ inch Return Pipe size @ 8 FP~ 2 inch Filter Factors: (Cartridge .375) or (D .E 2) or (Sand 15) 13 ~ 0.375 35 (flow rate) (filter factor) (minimum filter siz e) Filter Make/Size Pen tair Clean & Clear Plus 200 Backwash va lve? YesLJ Noli] (if yes, must be 2 inch min) Pump Selection from APSP database on Curve A (less than 17000 gallons) or C (greater than 17000 gallons) (circle one) Model Pentair lntelliflo XF Flow Rate (low speed) 13.3 gpm@ ~ rpm Flow Rate (high speed) 72 .5 gpm@ 3450 rpm I (not required if no auxiliary load on filtration pump) Pump Controls: Standard time clock/ 2 speed time cloc[J or other Variable Speed Pump Heater Model: Pentair Mastertemp Gas Heater 400K Note: Suction Piping in Front of Pump Inlet Must Be 4 pipe diameters In length . Must have 18" of straight pipe after the filter for Solar. Swimming Pool Specifications for: Owner: MARGARET SHERILL Address: 1772 SEA OATS DR City, State, Zip : ATLANTIC BEACH, FLORIDA 32233 CPC1458340 www.coastalluxurypv.com 5/26/2021 p s I I 0 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 0 2 0 2.3 2.3 4,6 4 .6 6.9 6.9 9.2 9.2 11.5 11.5 13.8 13.9 16.1 16 .2 18.4 18 .5 20.7 20.8 23.1 23.1 25.4 25.4 27.7 27.7 30 30 32.3 32 .3 34.6 34.6 36.9 37 39.2 39.3 41.5 41.6 43 .8 43.9 46.2 46.2 48 .5 48.5 50.8 50.8 53.1 53.1 55.4 55.4 57.7 57.8 60 60.1 62.3 62.4 64.6 64.7 66.9 67 69.3 69.3 71.6 71.6 73.9 73.9 76.2 76.2 78.5 78.5 80.8 80.9 83 .1 l ·o,'\ \ r. \ l I LI:-: l JI l' ' Total Head In Feet Conversion Chart Inches Mercury (Vacuum Gauge) 4 6 8 10 12 14 4.5 6.8 9 11.3 13.6 15.8 5.8 9.1 11.4 13.6 15.9 18.1 6.1 11.4 13.7 15.9 18.2 20.4 11.5 13.7 16 18.2 20.5 22.8 13.8 16 18.3 20.5 22.8 25 .1 16.1 18.3 20.6 22.8 25.1 27.4 18.4 20.6 22.9 25.2 27.4 29.7 20.7 23 25.2 27.5 29.7 32 23 25.3 27.5 29.8 32 . 34.4 25.3 27.6 29.8 32.1 34.3 36.6 27.6 29.9 32.1 34.4 36.7 38.9 29.9 32.2 34.5 36.7 39 41.2 32.2 34.5 36.8 39 41.3 43.5 34.5 36.8 39.1 41.3 43.6 45.9 36.9 39.1 41.4 43.6 45.9 48.2 39.2 41.4 43.7 45.9 48.2 50.5 41.5 43.7 46 48.3 50.5 52.8 43.8 46.1 48.3 50.6 52.8 55.1 46.1 48.4 50.6 52.9 55.1 57.4 48.4 50.7 52 .9 55.2 57.4 59.7 50.7 53 55.2 57.5 59.8 62 53 55.3 57 .6 59.8 62.1 64.3 55.3 57.6 59.9 62.1 64.4 66.6 57.7 59.9 62.2 64.4 66.7 69 60 62.5 64.5 66.7 69 71 .3 62.3 64.5 66.8 69.1 71.3 73.6 64.6 66.8 69.1 71.4 73.6 75.9 66.9 69.2 71.4 73.7 75.9 78.2 69.2 71.5 73 .7 76 78.2 80.5 71 .5 73.8 76 78.3 80.5 82.8 73.8 76.1 78.3 80.6 82.9 85.1 76.1 78.4 80.7 82.9 85.2 87.4 78.4 80.7 83.1 85.2 87.5 89.7 80.7 83 85.3 87.5 89.8 92 83.1 85.3 87 ,6 89.8 92.1 94.4 85.4 87.6 89.9 92.2 94.4 96.7 16 18.1 20.4 22.7 25 27.3 29.6 31.9 34.3 36.6 38.9 41.2 43.5 45.8 48.1 50.4 52.7 55 57.4 59.7 62 64.3 66.6 68.9 71.2 73.5 75.8 78.1 90.5 82.8 85.1 87.4 89.7 92 94.3 96.6 98.9 18 115 Solana Rd, Sui te C Ponte Vedra Beach, FL, 32082 Office 904-272-7946 Office 904-543-2626 Fax 866-609 -2717 20.3 22.7 25 27.3 29.6 31 .9 34.2 36.5 38.8 41 .1 43.4 45 .8 48 .1 50.4 52.7 55 57.3 59.6 61.9 64.2 66.5 58 .9 71 .2 73.5 75 .8 78 80.4 82 .7 85 87 .3 89 .6 92 94.3 96.6 98.9 1 01.2 * NOTE: FIELD TOH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TOH. ** GAGES TO BE INSTALLED AT THE TIME OF FINAL INSPECTION FOR VERIFICATION. # ~-;, Pool & Spa Pro ess,ona s · APSP The Association of ti ANSVAPSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: MARGARET SHERRILL CONTRACTOR NAME COASTAL LUXURY OUTDOORS AND ADDRESS AND ADDRESS: 1772 SEA OATS DRIVE 115 SOLANA ROAD, SUITE C ATLANTIC BEACH, FLORIDA 32233 PONTE VEDRA BEACH, FL 32082 OWNER: MARGARET SHERRILL CONTRACTOR PHONE: 904-543-2626 IDATE: 5/27/2021 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-15 2011 but is i nclud ed for information only. Contractors should acqu ire and comply with the ANSI/APSP/ICC-15 2011 standard which can be purchased at www.apsp.org. 1. §5,2.1: Calculated pool volume a. Gallons: 4,825 ; or 1. 4 ,825 gallons b. Calculated Gallons: 172 (surface area) X 3. 75 (average depth) X 7.48 (gal/ft"3) = 4,825 2. §5.2.1: Calculated maximum filtration flow rate 2. ___ 1_3 gpm (Pool volume-:-360 or 36gpm whichever is larger) 3. §S.2.2: Auxiliary Pool Load: __ Yes, ~No? {Enter the highest "auxiliary pool lood" to be powered by the swimming pool filtration pump. Do not add auxiliary 3. ____ o_ gpm pool load flow rates together, only the highest is used.) 4. Calculated maximum flow rate 4. ___ 1_3 gpm (Item 2 or item 3, whichever is forger.) 5. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or mare than item 4.) b. Minimum suction branch pipe diameter (Calculate: Item 4. __ (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 /Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) d. Minimum return branch pipe diameter (Calculate: Item 4. __ (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.) 6. §5.4.1: Filter type and size: a. Filter type: {Cartridge, DE, Sand) b. Minimum filter area (Calculate: item 4. ___ (gpm) + filter factor __ _, Filter factors: Cortridge=0.375, Sand=15, Diatomaceous Earth=2 7. §5.4.2: Backwash valve: __ Yes, _x_No? (When using a backwash valve, enter result of item Sc or 2 inches whichever is larger) Table 1 Pipe Slie: 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 (!!I 8 fps 51 84 119 184 247 317 4 99 720 8. Pump selection: §5.3.2.1: Pools 17,000 gallons or less, select pump,. from the database with a Curve-A gpm flaw 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 ta item 2 or less. *Multi· speed pumps must have one speed listed that satisfies this requirement. a . Pump model b. Pump flow (§5.3.2.l, 5.3.2.2: Applicable Curve A or C gpm flow listed in database) 4/5/12 ANSI/APSP/ICC· 15 Standard Writing Committee Form Sa. ___ 2_.s_ inches Sb. ___ 3_.o_ inches Sc . ___ 2_-_o inches 5d. ___ 2_.o_ inches 6a. __ C.;;..A_Rc....T.;,_Rc..:..;,;;;ID....;;G;;,,,;E;;:... 6b. __ ....;;2;;,,,;0;,.;;.0 sq. ft. 7. ___ N_I_A inches PENTAIR Sa. INTELLIFLO VSF Sb. 32 gpm 1 of 2 ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Component Section Requireme nts Check 4.4.1.1 Heater has no pilot light ✓ 4.4.1.2 Readily accessi ble on-off switch mounted outside of the heater ✓ Heaters No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulati on, 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 ✓ 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 au xiliary 5.3.3 pool loads are operating within 24 hours and programmed w ith t emporary override capability for ✓ servicing. Pool systems 5.3 .4 Sin gle -speed pump controller capable of operating pump during off-peak electric demand. ✓ 5 .5.2 Pipe before pump has at least 4 diameters of straight pipe . ✓ System installed with solar, or setup for the future addition of solar heating equipment by 5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-in or ✓ built-up connections, or d edicated pipe to and from the pool. 5.5.6 Directional inlets for mi xing pool water. ✓ 4/5/12 A NSI/APSP/ICC- 15 Sta ndard W riting Committee Form 2 o f 2 .. Sw i m m i n g P oo l ra ' n e r g y E f f l cl s n c y Co m p l i a n ce l nf o m i a t l o n Do l e r r w ~ S i z l i & : NO T E : Th e s e Re q u l r e m en t s Ap p l y ON L Y to th e Fi l t r a t i o n Pu m p Bn i n c h ~ . , be 00 " ' ' "" · - · . ,._ . i .. -----· Tn 1 1 ! < , Sl f f l n l r & In d ! ID ke e p YO i o c l y @ li1 lp o ms x . Bl 11 7 p 5)6lemRow11918. 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Helps rndu r.1~ al!Jar: t;ui ld-up Lc :t r, you tid d poo l !eat1 1r% wr tlw:.H redu ci ny pnnµ erfi c1e11t;y ro1alty ,indt):;e r! fn n-r.o()lr.d IT E.FCl da$ign pr oti,cts worki ng par:r, Burlt•:n d·agnos !1 cs protec t the i:;umµ for lcngt:r ,erv,c e Ir le tl pni tp ,rnniabie '.lpee d ,;etl111~1s i:'l''d built -in tu ner ass ur;:; oµt i r:ll.ilfl sp(,e cl and ru r, \111w !·, for ,nax11m 11 ri efi;w.;1H.y a n d saving!, Benefit Wond ·s r,rs t-cvN vilr,;:ihtc-spce rJ poo l rump More tot,.il eni:;riJY sc1v in g':> l l1an a ny oihe:r pMI purn p family in h1sin~)' N0,1 rly a de cade of proven 111-fi ei d r,d:,1b1 lity Out sells a ll n l li1;r variable 5p eed po ol pumps i' 11 . t ,q ' II ' j f j Ii O HHi'\t-7!.'UU --,.~--~------------------ (! 10 2.0 J O "~ ~o ~c. ·;u '1(1 9-! l C!Ci 1111 110 !lO 1~0 1:.~ 14'\) 1 Ui ;,vi \'lhft:lt hO\'i HM~ Ht l,l S. (;l,LLIJt:if, •'t.lr M1NU1l: I • ' AVAILABLE FROM: :11 1', 1 1 I ' ! , I f l _. I I · I • M<>d d F ilter Ver~icaf F ilter Numbf'l' A••c."J s,,. Ft .. C t,~a r;1r1 ce•:-c D ial'r'l <!tcr ·-' " ~ -·· ccso 50 30'' 15.5" cc 75 75 39 " 15.5" cc 100 100 61'' 15.S" CC ISO 150 76" 15.5" CC200 200 76'' 15.S" Carefree .. ~ by design Li ke e.11 P{:ntc1wVv,1tc 1· Pe>Q! and Spa.-0 c,.irtr idgt• t,ttcr~. Uw Clean & Clear' f ilte r fea tures ,m e.1s,ly-cleaqed cartndgc for· th0 u itm,alt' 1n ca t"drcn p o c,I f1:t.t ·,1tion. The fi berglass - rc1nforr.cd tank ha1v,\$ ,tl"C sec Lwcd w ith an innovative d.1mp 1•ing---iust !oo ·,cn th~ r ing and rcn1ove the top half ft1r e<1~y cartridge accCS$ and nns,ng. Filler nia1nlcnance doesn't get any c:..i$1Cr: .:-I '••,," dra ,n and w,ishout fo r quick and convenien t ma,n tena nr.1i itnd w;ntrnv,1l1on. ·• ln11ov,1t 1vr. lock-nng reqLr ires only haif of a r evolutio n tr;,· a sale , leak-proof ,c,1 1. Flow ll;iw GPM T11r1w ver C;1pai;ity•R<.!S, (Gilllons) Res ... ~ Ct'lm. H hr~. lfJ h rs . 12hn,, so 75 100 ISO 150 A'II~ •.-:r: 19 24.000 30,000 36,000 28 36,000 45,000 54,000 38 48.000 60,000 72.000 56 72,000 90,000 108,000 7S 72.000 90,000 108,000 • R~q\ot~d dcrn:mco to ~inov~ f!ltcr ,11~inont: . ._ M:ixirnum flow r.1t o. <> 2" plum bing fc,,-maxrrnwm flow. " S1n,g!e piece base 11nd bo dy designr,d fo r rnaxumJ m OLll,1b1i,ty, ,. O ne-y0.<1r limrt c d war r,1n1y. See W ill rd.nty for details. Avatlable from: ~~Pentair Pool Products'~· Bec1111s1, reliability mattrm,' mo:.-l "' v-1ww.pcntai1·poo l,corn Pilc:nc--: 80 0-831 -7133 pumps ! filters / I 1er1tcr..,; heat pumps! aucom:niun ' lrglltin:_; 1 r.:le:im::rs. / sa niti Zt!r$ i water foawres i mnintenarn.:e product$ )Ji I J';;l'I t: fl 11 1 €:~ (>LOIi f\:•11 .• ,;'NJ li•,-f',ii,l ;r.,;'~p.".~!. t J;i1~h !•,r a~i:/vt!d- 1~·N Big performance. Small footprint. 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POOL SIZING' t:ccmomk al and fasl ~J r r:1rn· ,: (t,P·t1b~H1~H'i tn :;.hruJh:qy f ,)1 lt::.-i.i ... :n .-d .. ::..i:., f'.",t ,:1_ 1:~f1 ·_v ."fll •I li-J•,:! W.trt n-up S . 11!:'.i 10:·19 Vl r1H(j (l f<i-,•fl\' r:.~1 : i:1-:;t Enhanced desigt) '.;l 2e¥-, 1.IJ)d.J l fl'D irink~wnh ,:a',y~to • :J!,u C1J t ;tt ob Built to last '!n:.H}''· r vs,pn:,,,1 ~o rr,p(6 '!e r·<t!!1 i _.,. \~b !.'J\ 11 ,.), :> I ),p P\cn ,r.:nt~ VGO COM P U Al\li DEBn1s tJ l..;:A JN THE NEXT REVOLUTION IN SAFETY DRAIN TECHNOLOGY PARAMOUNT POOL & SPA SYSTEMS' MDX-R3 VGB 2008 COMPLIANT DEBRIS DRAIN EFFECTIVE· LY ELIM INATES DEBRIS THAT IS DELIVERED TO THE DRAIN AND OFFERS SEVE l~AL L A YERS OF ANTI-ENTRAPMENT PROTECTION FOR YOUR LOVED ONES. t;i IAF'MO TESTED TO MEET THE ANSI/APSP-16 201 1 ANTI-ENTRAPMENT REQUIREMENTS. 0 RATED F OR A MAXIMUM SYSTEM FLOW RATE OF 132GPIVI. ~ THE MDX-R3 SUMP HAS A 2" PORT TO AC· COMMODATE A HYDROSTATIC VALVE. t::! ENLARGE D SUCTION ELEMENT PROTECTS AGAINST HAIR AND CLOTHING ENTRAf"ME NT. Cil SPECIALLY DESIGNED O P ENING T O PRO- T ECT AGAINS T H AIR AND MECHAN ICAL ENTR Al"- M ENT WHILE EFFICIENTLY ACCEPTING LARGE DE· BRIS. ~ F OR CON CRETE, VINYL. AND F IBERGLASS POOLS. Gi LARGE CAPACITY SUMP ELIMINAT ES PLUGGED DRAIN S E RVICE CALLS BY ALLOWING MOST DE- BRIS TO PA SS T HROU G H . 0 OUTSTANDING F OR POOLS AS WEL L AS SPAS, OVERFLOW BASIN S , AND FOUNTAINS, ANYWHERE DEBRIS NEEDS TO B E REMOVED. POOL21-0022 PLOT PLAN OF LOT 15, BLOCK 14, SELVA MARINA UNIT No. 8, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGE 85 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SATURIBA I PROPOSED SURVEY I PROPOSED IMPERVIOUS CALCULATIONS (IN SQUARE FEET (S.F.)) LOT AREA =-12,901 S.F. HOUSE -2,750 S.F. PAVERS -979 S.F. POOL DECK -1,021 S.F. POOL 050% • 111 S.F. FlREPLACE • 12 S.F. ALL PADS (3) 42 S.F. WALKWAY E 71 S.F. TOTAL IMPERVIOUS " 4,986 S.F. a. 38.6o/. LOT 9 () 2.3' _71'10.3 G •10.1 •10.23 •10.15 0.2 2 .50 •10.4 100' RIGHT OF WAY DRIVE PAVED PUBLIC ROAD ---~ NOTES ~ 1. THIS IS A PLOT PLAN ONLY. '-" I I 2. BOUNDARY AND TOPOGRAPHIC DATA AS _/'\. PER SURVEY BY THIS FIRM UNDER WORK RADIUS -30.00' ORDER No, 2021-0673. 3. BUILDING RESTRICTION LINE SHOWN AS PER PLAT. 4. BENCH MARK AS SHOWN HEREON WAS ESTABLISHED BY GPS OBSERVATIONS USING SPECTRA PRECISION EPOCH ao. RUNNING TRIMBLE VRS SOFTWARE IN N.A. V.D . 1988 DATUM. ~ LOT 14 •10.6 •10.-4-•9.9 ><1 0.37 10.4 0.45 38.6 •10.5 I PAVER DRIVE AND WALK --~-t-~ ~~ • ~I (X) !;I 0 z 8 .86 ;,. ~ . co -_CJ) __ 1p 2-0 SCALE: 1" = 20' •8.15 BENCH MARK: SET MAGN Ail & DISK (L.83672). ELEVATION • 7,81 N.A. V.D. 1988 °' 10 I 8.65 ....1!~-----t-----..._ §' LOT 8 FOUND 1 /2# IRON PIPE, NO CAP '"' 0 w~W • ,<(~ N -1 CX) .. N::::>.-0 ;.,,u .. r,,.. •10.1 •10.2 .10. 10.0• .2· •10.0 •10.0 •10.0 •9.9 1 STORY BRICK AND FRAME RESIDENCE No. 1772 F1NISHED FLOOR • 11.35 GARAGE F\.OOR ., 10,23 COVERED PAVER PORCH 1.6 •10.8 .~ 0 • !"":::--......,.7 -u 0 .-•10.3 1 ~ ~I 3~ 5 ~ .6' ~\.c_;--~ 4 1 •10.3 •10,2 32.1' •9. w G: en -co •9.2 Ol □ ~ WAlER" MElER ~ (X) 3r;f; x9. &: 0 oe N (X) p 0 0 •10.0 (/) ><8. 8.0• 8,2x •8.3 ;;::; z 9 .4 - --=;:-;~~i ~•1t0.:0 :-i;i;;;;;;;;;_g~~~~~~.,..;~~r...slc,·2~· ~MNUMFl~r:1~0trnra:e:r-l.M..---:;r; _7, •10.2 •10.-4-125.63' -FOUND 1/2" 4' ALUMINUM FENCE o.s' ~ IRON PIPE, 27" LIVE S87i 9'37"W I ..: CAP L83672 ~~ ; ~m ~ -m LOT 7 LOT 16 p •7.56 0 0 en FOUND 1/2° IRON PIPE, CAP L83672 THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RA TE MAP No. 12031 C0407 J, EFFECTIVE NOVEMBER 2, 2018 FOR DUVALL COUNTY, FLORIDA . "NOT VALID YATHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." THIS PLOT PLAN WAS MADE FOR THE BENEFIT OF PETER G. SHERRILL and MARGARET M. SHERRILL. JASON D. BOATWRIGHT, P .S.M. FLORIDA LICENSED SURVEYOR and MAPPER No. LS 7292 FLORIDA LICENSED SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: __ _ ORA WN BY: swc BOATWRIGHT LAND SURVE YORS, INC. DATE: MAY 25, 2 021 FILE: 2021-0574 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA {904)241-8550 SHEET_1_ OF POOL21-0022 MAP SHOWING SURVEY OF LOT 15, BLOCK 14, SELVA MARINA UNIT No. 8, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGE 85 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. SA TURIBA DRIVE 100 RIGHT OF WAY PAVED PUBLIC ROAD l!XlSTlNG L.0T COVl!RAGE LotAra • 12,901aq ft ~ • 2,750 Ill ft Pnw'1•979aqft Pool Dede • 1,151 aq ft Pool 0 501111 • 258 Ill ft All Plld1 (3) • 42 Ill ft NOTES --~ --ii Total Lot c-.g. · S,180 sq ft• 40.2 '¼ 1. THIS IS A BOUNDARY AND TOPOGRAPHIC '-" t I PROPOSED L.0T COVIRAGI! IMPERVIOUS CALCULATIONS (IN SQUARE FEET (S.F.)) SURVEY. /'\. 2. BEARINGS ARE BASED ON THE EAST RADIUS -30.00'_,., LotAra -12,901 lq ft LOT AREA • 12.901 S.F. LINE OF LOT 15, BLOCK 14 BEING SOUTH 8-• 2,75(hq ft ...,,.,..ffllqft HOUSE • 2,750 S.F. oo·oa'20" WEST. AS PER PLAT. 3. BUILDING RESTRICTION LINE SHOWN AS PER PLAT. Pool Deck • 1021 1q ft PAVERS • 979 S.F. Pool 0 50% • 111 1C1 ft POOL DECK • 1,151 S.F. Araplllca • 12 911 ft POOL 050% • 258 S.F. ALL PADS (3) = 42 S.F. 4. BENCH MARK AS SHOWN HEREON WAS ESTABLISHED BY GPS OBSERVATIONS USING SPECTRA PRECISION EPOCH 80, RUNNING TRIMBLE VRS SOFTWARE IN N.A. V.D. 1988 DATUM. AIIPadl(3)·421qft TOTAL IMPERVIOUS = 5,180 S.F. = 40.2% Walkway -71 Ill ft Rav191dT04111Lotc-.ge-4,9111911ft •38.61111 co 00 I sil N 1P 3° I SCA LE: 1" = 20• LOT 9 EXlfflNG FREEFORM PAno. POOL TO BE DEMOUSHED & FIWD DI TO CURRENT SURROUNDING ELl!VAnON I 'I +-I (; mu / / LOT 1,;.; E==~:T j !i i g~! 1 FOUND 1/2" - -~Fou~N~o~1~/~2·~1R~ONJ~~J~~~~8~7~·~5~7~• 0~5~"~E~~!!!!(!!!N,a~a·r:o4~'~38~'~' ~1~2~3~.2;4~• ~F~tE!LD!) __ .J .. l..;1~2;;;.;3~.~2~8;;.• ____ l~9~0NcftE, •R 8 ~ PIPE, NO CAP O 7 _ _ -o.7 CAB~ 1, "\..::' ,•17. 1•10.1 -, 6,-WOOD FENCE . 4 / 05 UNDERGROUND •103 •10.4 RISER 2.3' -<J.7 ,I •10./ / II). , ~G"-S T"-NK WELL•·::' I \,,, J .Jc::::F~l\.:r ~Ll' •10~ •10.6 t ·r pin;, 1/sAVERO:: •. 'l/000)~-I •10.4 •9.9 ~ 1n J ~ / ~ Wl~tlJl-UIJ.. l~~:PAll~FD<~a:~00\~-\ w~~~~ij;tip=======t-iaf.86.86 ,...: ...... t,r N_0.37 10.4 29.9 ,v.vu t· ,_, vv;o a,..: 10.1s. 1 " 1 G:l ~I~ 0,: _t:=:::6~-J-~ ~ ~ . co C.: tl \\ \ I\ •10.5 ! , 10.5• io PAVER DRIVE AND WAU< ~ ~I~ ~ \ ~"-''ff. •. ~~Q===~[7~' 4 ::: I ~ ~o aL·---~~====J-~ (0 a ~ I/ n,.~ ~ W i1 10.1 iJ -~---r •10.3 •8. ~ ;.. lC!if 16.4 O> 8.65 •9. -0 ...J ~ ;..•1C n rr:c; =~ ~ ~ ~ . ~ \ '-:-J ff 1 STC RY BRICK AND ~~ 11--Ft--tt 1-a,..AJ.--1.1 /z FRA E RESIDENCE ___, ~. ~10 6 _ / No. 1772 <D.· ,10.8 1 -v-FlN15 ~ED FLOOR "' 11.35 _ GAR GE FLOOR • 10.23 Q I 10 ~ ~ it 1,1 -~ Z •Jb :.., \/ '-- 1 ,,.0.2' 3.7 ' 11" ~c:.r~~l~0::,,22~2 /"-...J.1..~r-...:::::'Qsi .. -~ .. r-----COVERED../ ~6\ l •10. 7 FOUND 1/2" IRON ,10_0 2 0' 9 "-1 PAVER 4 • I PIPE, NO CAP . •10,1 • •10.4 PORCH LOT 8 -~ ~ w § w ,10. r :... I • <( t ~ s 00 a b •10.0 .,.•9.9 L--~"=__,~4!29-~3·;.,_ ____ __. 1 "1 U .-r,,... •10.7 :-.J b . TOP OF r;: r--"-cH!Cl(Et< 117<1 ~~ERATOR PAD o t3 p j:;5 D COPING •10.3 1 ,.....COOP ::JU-•10.5 ~! •10.2 32.1' w Li:: (]) "-: <O •9.2 C1> □ 3: WATERO ~ETER N •9.€ 't= 0 N (X) p 0 0 •10.0 (/) co p 0 0 V) ___, 8.0• ~01 ..-10,69 ~L----b u,4 r--0 l,06' .__ __ _. _. I •8.3 - --~;;j~· ~Z:/j~· -~10:.0:...~--~;e,:~~~f,""~~~ffl~~"~•,.-o~.2~· ~~~~r:--:tn7fTT~[E~~-1f.lrl niw-, __ 1 9 . 4 ~.7' -__"10 2 •10.4 -•,10.5 10."• J 1125 53• FOUND 1/2" ;-v_ sa1·19•37"W 6 Wvvu FENCE 4' ALUMINUM FENCE 0.5' • ::: IRON PIPE, I ~ CAP LB3672 27" LIVE OAK ON CORNER LOT 7 LOT 16 • r--..... Cl ALL SETBACKS Ml!ASURl!D FROM WATl!RS EDGI! NO SCREEN {!!. ,-: •8.15 ~ BENCH MARK: SET MAGNAil & DISK (LB3672). ELEVATION " 7.81 N.A.V.O. 1988 w >a <( -o a:: a:: Cl g en :::) a. 0 4J > (/)t I- <( >- 0~ LL •7.69 0 f- I t'.) <(~ w 55 (/) •7.56 p 0 0 <n FOUND 1/2" IRON PIPE, CAP L83672 THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RA TE MAP No. 12031 C0407J, EFFECTIVE NOVEMBER 2, 2018 FOR DUVALL COUNTY, FLORIDA. "NOT VALID \l,HliOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SURVEYOR ANO MAPPER." THIS SURVEY WAS MADE FOR THE BENEFIT OF PETER G. SHERRILL and MARGARET M. SHERRILL. ==------- JASON D. BOATWRIGHT, P.S.M. FLORIDA LICENSED SURVEYOR and MAPPER No. LS 7292 FLORIDA LICENSED SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: __ _ ORA Ym BY: ---=s=wc=-----BOATWRIGHT LAND SURVEYORS, INC. DATE: MAY 5, 2021 FILE: 2021-0673 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA {904)241-8550 SHEET 1 OF 1 P O O L 2 1 - 0 0 2 2 LEGEND • Bubbler ♦ Umbrella Anchor @ Spa Jets f,f,> Spa Spillway Line v' H20 Water /Hose Bib ~ Auto Fill Jr lnfloor Nozzle 9-lnfloor Step Nozzle ~ Main Drains (~) Wall Return • Sheer Descent & Side Suction ©) Skimmer ~ LED Color Pool Light io ~ ;,!; Spa Lights I'll ,r------ - - - - - - ' 3 1 ' ' - - - - - - - - - - - - ✓ - . . . . . . . . .. -- - .- - - - - - - - - - - - - , I 7 ' ' - - - t s , - l - - - 1 - . 1 ' I I I ) - - - I .... I ·· · · - - - - - · - - - - . ( F " ; I I L - - - - - - - - - - - - - - - - - - - 1 - ' n - : : : - : : e : - - - - - - - : : - - : : ~ ~ r \ ' T " " - . I ' . . . . : . . . . ( _ ~ ) I / J ' . , : p - · . . . . . . . . l ~ I p - I ' >'------12''----✓ ' ' ' ' • • • • • • • • • • • • J • • • ~ - - - - ' - . . . ~ 1"ll : ' ~ ~ 0 ~ j _ _ , , / 1 :, I " ' I W A . . : : l l j ' ',,.Jt ? : f ' . . - - - - - - - - - - - - - - - - - - ; ...,, --- - - - - - ~ - - - - i•: r ,:: :::· ·-·--1' 6" ,j'-----------28' 7"'----- - - - - - - 4 - - - - Y N " ! " ! i o . . . : : : : : : ! : ~ 1 1 1 ! 1 ! 1 1 ~ ~--------- - - ~ r - 1 , - - - - , - ~ ~ - ~ ~ - ~ ~ : - : . . ' 5 " - - { ; ; : 1 1 : : 2 " A I R r · ~ · 3 X 6 E Q U I P M E N T P A D T O B E S H O T I N C O N S T R U C T I O N P L A N 0 S c a l e : 1 / 8 " : 1 ' C L I E N T I N F O R M A T I O N N a m e : M A R G A R E T S H E R R I L L A d d r e s s : 1 7 7 2 S E A O A T S D R I V E C i t y / S t a t e / Z i p : _ A T L A N T I C B E A C H , F L ~ 2 2 3 3 - - P O O L S P E C I F I C A T I O N S S i z e : l O ' X 2 0 ' A r e a : 1 7 2 S Q F T P o o f G a f f o n s : 4 , 8 2 5 E S T D e p t h : 3 ' T 0 4 . 5 ' P e r i m e t e r : 6 0 L N F T S p a G a l l o n s : 5 7 2 E S T P l a s t e r T y p e : ? P l a s t e r C o l o r : ? - - - - - - - - - - - - - - - - - - - - - - - - S P A S P E C I F I C A T I O N S S i z e : 7 ' - 0 " X 7 ' - 0 " A r e a : 4 9 S Q F T D e n t h : 3 ' - n " P e r i m e t e r : 2 8 L N F T R a i s e d H e i g h t : L E V E L W I T H P O O L S p i l l w a y : 1 1 ' - 6 " S P I L L W A Y N u m b e r o f J e t s : 4 I n t e r i o r : P E B B L E P L U M B I N G S P E C I F I C A T I O N S # o f R e t u m s : 4 # o f S k i m m e r s : 1 # o f P o o l M a i n D r a i n s : 1 F L O O R . 1 S I D E # o f S p a M a i n D r a i n : 1 F L O O R , 1 S I D E C l e a n i n g S y s t e m : I N - F L O O R # o f I n - F l o o r s : ? # o f V a c L i n e s : N / A T y p e o f R o b o t V a c : N / A W a t e r F e a t u r e s : 1 B U B B L E R B r a n c h P i p i n g : 3 . 0 T r u n k P i p i n g : 2 . 5 R e t u r n P i p i n g : 2 . 0 E Q U I P M E N T P o o l P u m p : P E N T A I R I N T E L U F L O V S F 2 n d P u m p : N / A A l t e r a t i o n T y p e : P E N T A I R C L E A N & C L E A R F i l t e r S i z e : 2 0 0 S Q F T H e a t P u m p : N / A H e a t e r : P E N T A I R M A S T E R T E M P 4 0 0 K B T U C h l o r i n a t o r : P E N T A I R I N T E L U C H L O R 4 0 B l o w e r : 2 H P A I R P o o l A u t o m a t i o n : E A S Y T O U C H C o m p u t e r C o n t r o l s : S C R E E N L O G I C S # o f P o o f L i g h t s : 1 I N T E L U B R I T E # o f S p a L i g h t s : 1 I N T E L L I B R I T E S A F E T Y R E Q U I R E M E N T S P E R S A F E T Y C O D E B a b y B a r r i e r : S c r e e n E n c l o s u r e : F e n c e : P o o l / S p a W a t e r A l a r m s : P A G E D O C U M E N T I N F O R M A T I O N S a l e s T e a m : C h e c k e d B y : D r a w n B y : D a t e o f C o n t r a c t : D a t e o f C o n s t r u c t i o n D r a w i n g s : D a t e o f R e v i s i o n : K E V I N C A R R O L L , C H R I S M Y E R S J A S O N W I N T E R M A R C U S M E D L O C K 3 / 8 / 2 0 2 1 5 / 2 6 / 2 0 2 1 N / A - 1 1 5 S o l a n a R d , S u i t e C P o n t e V e d r a B e a c h , F L 3 2 0 8 2 O f f i c e 9 0 4 - 5 4 3 - 2 6 2 6 - C P C 1 4 5 8 3 4 0 P O O L 2 1 - 0 0 2 2 LEGEND • Bubbler ♦ Umbrella Anchor @ Spa Jets i.f:> Spa Spillway Line 9 H20 Water /Hose Bib ~ Auto Fill Jr lnfloor Nozzle 9-lnfloor Step Nozzle ~ Main Drains (ii) ... Wall Return • Sheer Descent & Side Suction ~ Skimmer ~ LED Color Pool Light ~ Spa Lights I TRUNK PIPING 2.5" SCH I 40 PVC TO THE PUMP I _ B R A N C H P I P I N G 3 . 0 " S C H 4 0 P V C B E T W E E N M A I N D R A I N S r- - - - - - - - - - - I : - 7 ' ~ I : ..... : ... ··· - - · - · · - - . . . , ( f ; : I b I r . . . . L / I I r ; : ® ~ . • i ' , ! L - - - - - - - - - - - - - - - - - - ifi ::· . . . . . . . J J , ' ! _ f ( R ' • ; 1 i R } " f " ~ ' . . 6 : : ~~ - - - - - · { s ; ) B E N C H I ~ . . . . . . . . . J r · . . . . . . · p - ( ~ . : : R E Q U I R E D : I ( 4 ) 3 ' L O N G 8 G A U G E C O P P E R W I R E B O N D I N G P O I N T S F R O M P O O L S T E E L C O N N E C T E D T O I E Q U I P O T E N T I A L B O N D I N G G R I D i 4 " - 6 " D E E P A N D 1 8 " - 2 4 " F R O M W A T E R S E D G E . !H 8 ' " i • . • • • _ - ~ 1 -_ii L U : : . . , ; . _ ' 1 ' ~ . ~ 0 · : · · · · · · · · · · · · · · 1 I T R U N K P I P I N G 2 . 5 " S C H I : I O ? ¾ s v l d H l l l r j : r , ~ Q Z I ! ~ - - - ° ' " Iii " l - l . f T J , - f J : , I ; 1 : I 4 0 P V C T O T H E P U M P !': ~ ! ? - ' ~ · 6 t o . - 2 ~ ' , ; . . . . . Z . ~ - : I D R A I N L I N E I :i: I i i I i i ~ ; _ l < J , i ~ : . I F R O M A U T O F I L L C O N D L E D ~ ~ 1 3 X 6 E Q U I P M E N T P A D I T O B E S H O T I N I G P L U M B I N G P L A N S c a l e : 1 / 8 " : 1 ' C L I E N T I N F O R M A T I O N N a m e : M A R G A R E T S H E R R I L L A d d r e s s : 1 7 7 2 S E A O A T S D R I V E _ C i t y / S t a ~ e / Z i f ! : . A T L A N ~ C B E A C H , f l 3 2 _ 2 ~ 3 P O O L S P E C I F I C A T I O N S S i z e : 1 0 ' X 2 0 ' A r e a : 1 7 2 S Q F T P o o l G a l l o n s : 4 , 8 2 5 E S T D e p t h : 3 ' T O 4 . 5 ' P e r i m e t e r : 6 0 L N F T S p a G a l l o n s : 5 7 2 E S T P l a s t e r T y p e : ? P l a s t e r C o l o r : ? - - - - - - - - - - - - S P A S P E C I F I C A T I O N S S i z e : 7 ' - 0 " X 7 ' - 0 " A r e a : 4 9 S Q F T D e n t h : 3 ' - 0 " P e r i m e t e r : 2 8 L N F T R a i s e d H e i g h t : L E V E L W I T H P O O L S p i l l w a y : 1 1 ' - 6 " S P I L L W A Y N u m b e r o f J e t s : 4 I n t e r i o r : P E B B L E P L U M B I N G S P E C I F I C A T I O N S # o f R e t u r n s : 4 # o f S k i m m e r s : 1 # o f P o o l M a i n D r a i n s : 1 F L O O R . 1 S I D E # o f S p a M a i n D r a i n : 1 F L O O R , 1 S I D E C l e a n i n g S y s t e m : I N - F L O O R # o f I n - F l o o r s : ? # o f V a c L i n e s : N / A T y p e o f R o b o t V a c : N / A W a t e r F e a t u r e s : 1 B U B B L E R B r a n c h P i p i n g : 3 . 0 T r u n k P i p i n g : 2 . 5 R e t u r n P i p i n g : 2 . 0 E Q U I P M E N T P o o l P u m p : P E N T A I R I N T E L U F L O V S F 2 n d P u m p : N / A F i l t e r a t i o n T y p e : P E N T A I R C L E A N & . C L E A R F i l t e r S i z e : 2 0 0 S Q F T H e a t P u m p : N / A H e a t e r : P E N T A I R M A S T E R T E M P 4 0 0 K B T U C h l o r i n a t o r : P E N T A I R I N T E L U C H L O R 4 0 B l o w e r : 2 H P A I R P o o l A u t o m a t i o n : E A S Y T O U C H C o m p u t e r C o n t r o l s : S C R E E N L O G I C S # o f P o o l L i g h t s : 1 I N T E L U B R I T E # o f S p a L i g h t s : 1 I N T E L U B R I T E S A F E T Y R E Q U I R E M E N T S P E R S A F E T Y C O D E B a b y B a r r i e r : I S c r e e n E n c l o s u r e : F e n c e : I P o o l / S p a W a t e r A l a r m s : P A G E D O C U M E N T I N F O R M A T I O N S a l e s T e a m : K E V I N C A R R O L L , C H R I S M Y E R S C h e c k e d B y : D r a w n B y : D a t e o f C o n t r a c t : D a t e o f C o n s t r u c t i o n D r a w i n g s : D a t e o f R e v i s i o n : C O A S T A L L U X U R Y J A S O N W I N T E R M A R C U S M E D L O C K 3 / 8 / 2 0 2 1 5 / 2 6 / 2 0 2 1 N / A 1 1 5 S o l a n a R d , S u i t e C P o n t e V e d r a B e a c h , F L 3 2 0 8 2 O f f i c e 9 0 4 - 5 4 3 - 2 6 2 6 - C P C 1 4 5 8 3 4 0 I I Revision Request/Correction to Comments City of Atlantic Beach Building Department 800 Seminole Rd, Atlantic Beach, FL 32233 Phone: (904) 247-5826 Email : Building-Dept@coab.u s D Revision to Issued Permit OR EJ Corrections to Comments Project Address: 1772 Sea Oats Dr, Atlantic Beach, FL 32233 Contractor/Contact Name: Kevin J . Carroll , Contractor -Chris Myers Contact **ALL INFORMATION HIGHLIGHTED IN GRAY IS REQUIRED . PERMIT#: POOL21-00 22 Oate :06 /25/202 1 Contact Phone : (904) 543-2626 Email : Chris@coastalluxurypv.com ..:__.....:.,_ __________ _ Description of Proposed Revision / Corrections: 1. Updated the permit application with Qualifying Agent's name 2. Attached topo with our pool design and measurements and a proposed topo by the survey company 3. Attached updated engineered drawings with the updated building code book I_Ke_v;_n J_.ca_rro1_1._eon_1ra_ct_0_,-_c_hri8_M_v_•"'_c_0n_1a_c1 ___ 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? 0No D Yes (additional s.f . to be added: ____________ ) •~ill proposed revision~c_orrec~ions ad~ addi.ti~nal increase in building value to origi nal submittal? ~No □•ves (addtttonal increase tn building value : $~.,c._ ______ ,::;;., tractor must sign If increase in valuation) (Office Use Only) rsf Approved D Denied D Not Applicable to Department Permit Fee Due$ _____ _ Revision/Plan Review Comments _____________________________ _ Department Review Required: Building Pl anning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Service s Reviewed By Date Updated 10/17/18 GENERAL NOTES 1. 2. 3. 4. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S POOL PLAN ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2020 AND FLORIDA BUILD I N G CODE RESIDENTIAL 2020 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL STANDARD-5 FOR RESIDENTIAL ING ROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTA L L E D RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE· LATEST. All POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIR E D SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN P R I O R TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AN O ENSURE MINl~ ... 1UM CLEARANCE IN ACCORDANCE \A/fTH LOCAL REGULATIONS A.to.JD ORDINANCES. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVEN T UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC BREAK WILL BE PROVIDED. !FA N AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE WATER LI N E USED TO SUPPLY THE POOL 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO S P A CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH FBC 454.2.14, "WATER HEATING EQUIPMENT." 10. TO EMPTY THE POOL FOR ANY REASON. THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE O W N E R MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE GROUNDW A T E R COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT OF THE GROUND .. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN PLA C E PRIOR TO FILLING OF THE POOL. BARRIERS SHALL COMPLY WITH FBC 454.2.17. 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE D O E S NOT GRANT APPROVAL OF A CODE VIOLATION. 2020 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WAT E R TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY PERIOD OF ANY GIVEN YEAR. 14. RECIRCULATING PUMPS SHALL BE EQUIPPED ON THE INLET SIDE WITH AN APPROVED-TYPE HAIR AND LINE STRAINER WHEN USED WITH A PRESSURE FILTER. 15. ALL POOLS SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE WATER DEPTH EXC E E D S 24 INCHES. IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET THERE SHALL BE LADDERS, STAIRS O R UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END.WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE U S E D , BENCHES OR SWIM-OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE#3 BARS AT 10" ON C E N T E R EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0" AND 10'0", USE #3 B A R S A T 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH 20" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEE T I N DEPTH; BETWEEN 6'0" AND 10·0·. USE #4 BARS AT 6" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE A R E A O F THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE APPLIES TO NORMAL, NON-EXPANSIVE SOILS ONLY. NORMAL S O I L S A R E ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRE T E I S CAST AGAINST BARE EARTH WITHOUT SEPARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEEL TEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2". 2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6" THICK AND SHALL BE PNEUMATICALLY A P P L I E D CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST BE INC R E A S E D FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NORMAL" SOILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHAL L B E REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPT ABLE MATERIAL AND PROPER L Y COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE D E S I G N ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOU L D CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE POTENTIAL TO INFLUENCE F O R C E S ON THE POOL WALL. OR VICE VERSA 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCORDING TO UBC SECTION 19 2 2 A N D ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS THAN FIVE TO ONE. 7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING, O R I F TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GUNITE IN HEAVY RAIN. 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHOTCRETE/GUNITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT STEEL 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNITE, THE FLOOR SHALL BE PO U R E D PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GUNITE FLOORS, APPLICATION SHOULD COMME N C E I N CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POOL EXCAVATION MUST B E I N MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. A L L BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AS A GUIDELINE. 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRECTION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE/GUNITE FACE. TO R E B A R SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS MINUS 3". 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL, 1 · # 4 B A R MAY BE SUBSTITUTED FOR 2 -#3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. 15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL REINFORCEMENT . 16. AN ENGINEER SHOULD BE CONSUL TED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. 17. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOR SOIL. THE RAISED PORTION S H O U L D HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. S E E S T R U C T U R A L N O T E 5 M I N I M U M R E I N F O R C E M E N T # 3 B A R S S P A C E D 1 O " 0 . C . E . W . T Y P I C A L T Y P I C A L P O O L 3 ' T O 8 ' D E E P - - - - - S H O T C R E T E / G U N I T E S T E P S O R - - - - - - B E N C H E S A S N E E D E D - - - - , ~ E X T R A T R A N S V E R S E R E I N F O R C E M E N T - # 3 1 0 ' L E N G T H S P A C E D O N 1 0 " C E N T E R S B E T W E E N M A I N B A R S , C E N T E R E D O N T R A N S I T I O N ( M A Y B E E L I M I N A T E D I F N O T R A N S I T I O N E X I S T S ) 1 - # 3 D I A G O N A L . E . W . A T D R A I N S I M I L A R T O L I G H T N I C H E D E T A I L L O N G I T U D I N A L P O O L S E C T I O N N T S S U P P L Y H E A D E R N O T E : C O N C R E T E E N C A S E M E N T O C C U R S O N L Y A T T H E R E T U R N F I T T I N G . P O O L F L O O R I N L E T D E T A I L N . T . S . I U N D I S T U R B E D S O I L ( N O V O I D S ) T Y P I C A L S W I M O U T D E T A I L N . T . S . T H E F O L L O W I N G T A B L E P R O V I D E S M A X I M U M F L O W T H R O U G H S C H 4 0 P V C P I P E W I T H O U T E X C E E D I N G T H E M A X I M U M S T A N D A R D S F O R V E L O C I T Y ( F T / S E C ) P I P E S I Z E 6 F T / S 8 F T / S 1 0 F T / S 1 " 1 6 G P M 2 1 G P M 2 6 G P M 1 Y , · 3 7 G P M S O G P M 6 2 G P M 2 " 6 2 G P M 8 2 G P M 1 0 3 G P M 2 ½ " 8 8 G P M 1 1 7 G P M 1 4 6 G P M 3 " 1 3 8 G P M 1 8 1 G P M 2 2 7 G P M 4 " 2 3 4 G P M 3 1 3 G P M 3 9 2 G P M 6 " 5 3 4 G P M 7 1 2 G P M 9 0 0 G P M P U M P S I Z E W I L L V A R Y D E P E N D I N G O N T H E P U M P S P E C I F I C A T I O N A N D T H E T O T A L D Y N A M I C H E A D F O R T H E S P E C I F I C P O O L N E E D S . E S C U T C H E O N P L A T E A N C H O R S O C K E T C R O S S B R A C E R E C O M M E N D E D R U B B E R B U M P E R L A D D E R T R E A D S S H A L L B E S L I P - R E S I S T A N T P O O L W A L L L A D D E R D E T A I L N . T . S . - 1 1 - 6 " M I N . F L O O R R E I N F . A S P E R S T A N D A R D P L A N - : l - - - t - t - r - " l i : ! : : = . z . # 3 B A R S B E N T 1 1 / 2 " D I A . H Y D R O S T A T I C R E L I E F P I P E B O T T O M 1 2 " P E R F O R A T E D . ( S E E G E N E R A L N O T E 1 3 ) 3 1 4 • - 1 - 1 1 2 · I D R A I N R O C K M A I N D R A I N D E T A I L N . T . S . 2 4 " S Q O R 0 A S S H O W N E A C H W A Y A N D L A P P E D 1 8 " W I T H F L O O R R E I N F O R C E M E N T . M I N . 3 " C L E A R A N C E F R O M E A R T H P L A N S E X P I R E : P L A N S V A L I D F O R T H I S B U I L D I N G D E P T . O N L Y : N O T E S : S P R I N G L O A D E D V E R T I C A L C H E C K E Q U A L I Z E R V A L V E - - - - + - - - . : I I " T O P U M P S U C T I O N c = : : : : : = l J t : 1 , J t : : 9 ' : . . . . L W A T E R L E V E L ( C E N T E R L I N E O F S K I M M E R ) E Q U A L I Z E R F I T T I N G W / V G B - C O M P L I A N T G R A T E ( I F I N S T A L L E D ) . - 1 - - - - < l f 1 ~ - - - V A C U U M F I T T I N G - S E E N O T E 3 B E L O W 1 . S K I M M E R S H A L L B E V E N T E D T O A T M O S P H E R E T H R O U G H O P E N I N G S I N T H E L I D , T H R O U G H A N E N G I N E E R E D V E N T P I P E . O R I N C O R P O R A T E A N E Q U A L I Z E R L I N E . 2 . E Q U A L I Z E R L I N E S , W H E N U S E D , S H A L L B E L O C A T E D O N T H E W A L L W I T H T H E C E N T E R N O M O R E T H A N 1 8 " B E L O W T H E M A X . O P E R A T I N G L E V E L . I T S H A L L B E P R O T E C T E D B Y A V G B C O M P L I A N T C O V E R / G R A T E . I F T H E E Q U A L I Z E R L I N E A N D F I T T I N G A R E N O T I N S T A L L E D , T H E S K I M M E R P O R T M U S T B E P L U G G E D . 3 . W H E N U S E D , V A C U U M C L E A N E R F I T T I N G S S H A L L B E L O C A T E D I N A N A C C E S S I B L E P O S I T I O N A T L E A S T 6 " A N D N O G R E A T E R T H A N 1 2 " B E L O W T H E M I N I M U M O P E R A T I O N A L W A T E R L E V E L A N D B E F I T T E D W I T H A S E L F C L O S I N G , S E L F L A T C H I N G F I T T I N G I N A C C O R D A N C E W I T H I A P M O S P S 4 . S K I M M E R A N D V A C U U M F I T T I N G D E T A I L S E P T E M B E R 2 9 , 2 0 2 1 C I T Y O F A T L A N T I C B E A C H , F L R E S I D E N T I A L M A S T E R P L A N G E N E R A L N O T E S A N D D E T A I L S C O A S T A L L U X U R Y C P C 1 4 5 8 3 4 0 1 1 5 S O L A N A R D , S U I T E C P O N T E V E D R A B E A C H , F L 3 2 0 8 2 9 0 4 - 5 4 3 - 2 6 2 6 N O T T O S C A L E S H E E T . . 1 _ O F . i _ D W G B Y : ~ A P P R O V E D B Y : ~ 112· WHITE VINYL JOINT~ Ha· -11· STRIP (NIA FOR PAVER DECKS) I CONCRETE DECK {OPTIONAL) WITH SLIP RESISTANT TOPPING ON COMPACTED GROUND WITH ALL ORGANIC MATERIAL ,...L1.;t~~:!jtlfl REMOVED. 4" THK. WITH FIBER MESH, 6" WITH 113 REBAR 3 EA #3 REBAR CONTINUOUS 18" LAP SPLICES AS NECESSARY STD. REINF.: #3 REBAR@ 10" O.C. B.W. MIN. COVER 3" (EARTH SIDE). 2" (POOL SIDE). REFER TO STRUCTURAL NOTE #1 FOR ALTERNATE SCHEDULE. r WATER LINE TILE, GLAZED. MIN. 4" ' TYPICAL WALL RETURN, OR VACUUM FITTING, WITH WATER STOP FLANGE LIGHT FIXTURE & NICHE R = 6" WHEN H = 3'-0" RADIUS INCREASES 6" FOR EACH 1· OF DEPTH< 5 • - 0 • R = 2'-0" WHEN H = 5'-0" RADIUS INCREASES 1' FOR EACH 1' OF DEPTH> 5 ' - 0 " QUARTZ AGGREGATE PLASTER FINISH SHOTCRETE/GUNITE WALL 6" MIN SHELL TYPICAL POOL WALL SECTION SCALE: N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE THICKNESS WATER FT INCHES 3.0 6 3.5 6 4.0 8 4.5 10 5.0 10 VERTICAL REINFORCEMENT #3 • 10 INCH CENTERS. NOTE: GREATER WALL THICKNESS (T) OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED FOR AESTHETICS OR PLUMBING 2-#3 BARS {OR 1 -#4 BAR) HORIZ. REIN. #3 BARS 8" 0.C. FOR FREE STANDING WALLS SPA DETAIL N.T.S. SEE SPA WALL SCH. ~ FLOOR REINF. CONT. FROM SPA TO POOL MIN. 15" LAP EITHER DIRECTION L I G H T N I C H E D E T A I L N . T . S . 1 0 " M I N . W A T E R T R O U G H W A T E R 1 2 • T R O U G H " " ' I f - - < 3 " M I N . { T Y P . ) D E C K S L A B S E E S T R U C T U R A L N O T E 1 5 B O N D B E A M R E I N . 3 - # 3 B A R S ( T Y P . F O R A L L B O N D B E A M S ) C A N T I L E V E R D E C K D E T A I L N . T . S . 2 - # 3 # 3 B A R B E N D A S S H O W N A L T E R N A T E P L U M B I N G L O C A T I O N E X P A N S I O N J O I N T S K I M M E R D E T A I L N . T . S . B E N D D O W N B O N D B E A M B A R S v = = = ; ; ; , = r , - , : _ A T G R A D E 1 1 - I I P L A N S E X P I R E : s · - 1 1 · D E C K S L A B A L T E R N A T E L O C A T I O N O F B O N D B E A M B A R ( T Y P ) C O P I N G D E T A I L N T _ $ . 6 " M I N I M A L B O N D B E A M N . T . S . N O T E : M A Y B E U S E D W I T H S A N D , G R A V E L , O R R O C K S O I L C O N D I T I O N S O N L Y . P L A N S V A L I D F O R T H I S B U I L D I N G D E P T . O N L Y : O R S E P T E M B E R 2 9 , 2 0 2 1 C I T Y O F A T L A N T I C B E A C H , F L S H E E R D E S C E N T D E T A I L N . T . S . R E S I D E N T I A L M A S T E R P L A N S T R U C T U R A L D E T A I L S C O A S T A L L U X U R Y C P C 1 4 5 8 3 4 0 1 1 5 S O L A N A R D , S U I T E C P O N T E V E D R A B E A C H , F L 3 2 0 8 2 9 0 4 - 5 4 3 - 2 6 2 6 N O T T O S C A L E S H E E T 1 . _ 0 F . . 1 . . . C W G B Y . ~ A P P R O V E D B Y : ~ ~ 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO ONE PUMP NOTES: 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO DUAL PUMPS IN PARALLEL 3 ' 0 " M I N . ( E D G E O F O U T L E T ) ~ - - - - - t ~ ~ PA R A L L E L O U T L E T S T O T W O P U M P S 1.DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF O U T L E T . 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE O U T L E T S W I T H F L O W O U T O F T H E B R A N C H O F T H E T E E . 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FL O W R A T E . 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0" SEPARATION REQUIREMENT, I.E . O N E ( 1 ) O N T H E B O T T O M A N D O N E ( 1 ) O N T H E VERTICAL WALL. OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS. DUAL SUCTION OUTLET ARRANGEME N T S S U C T I O N P I P E D I A M E T E R 2 · 2 1 1 2 · 3 • 4 • 5 • 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE O F O U T L E T ) 3 ' 0 " M I N . ( E D G E O F O U T L E T ) NOTES: OUTLETS IN PARALLEL SYMMETRIC PIPING OUTLETS IN PARALLEL ECCENTRICALLY TAPP E D P I P I N G ~E OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO O U T S I D E E D G E O F O U T L E T . O U T L E T S I N P A R A L L E L L O O P E D P I P I N G 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN T W O O F T H E O U T L E T S W I T H F L O W O U T O F T H E B R A N C H O F T H E T E E . 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST TWICE THE SYSTE M ' S M A X I M U M F L O W R A T E . 1 1 I I I I I I I I 1 1 V E L O C I T Y a 6 F T / S S C H 4 0 M A X F L O W ( G P M ) 6 3 9 0 1 3 8 2 3 8 5 4 0 S C H B O M A X F L O W ( G P M ) S I N G L E U N B L O C K A B L E C H A N N E L O U T L E T T O S I N G L E P U M P 5 5 7 9 1 2 4 2 1 5 4 8 8 6 1 1 1 1 1 1 1 □ 1 1 1 1 1 1 6 L J S I N G L E U N B L O C K A B L E C H A N N E L O U T L E T T O T W O P U M P S / A N Y S H A P E 1 1 1 1 [ I ] ) a = J L A R G E U N B L O C K A B L E O U T L E T O F A N Y S H A P E T O S I N G L E P U M P N O T E S : 1 . S I N G L E C H A N N E L O U T L E T : 3 · O R G R E A T E R I N W I D T H A N D 3 1 " O R G R E A T E R I N L E N G T H ( A P P L I E S T O P E R F O R A T E D A R E A ) . 2 . S I N G L E U N B L O C K A B L E O U T L E T : S H A L L B E O F A N Y S I Z E A N D S H A P E S U C H T H A T A R E P R E S E N T A T I O N O F T H E T O R S O O F T H E 9 9 T H P E R C E N T I L E A D U L T M A L E C A N N O T S U F F I C I E N T L Y B L O C K I T T O T H E E X T E N T T H A T I T C R E A T E S A B O D Y S U C T I O N E N T R A P M E N T H A Z A R D . T H E T O R S O I S R E P R E S E N T E D A S A R E C T A N G L E 1 8 " X 2 3 " W I T H C O R N E R S O F R A D I U S 4 " . S I N G L E U N B L O C K A B L E S U C T I O N O U T L E T A R R A N G E M E N T S 2 · s o · B E N O ( T Y P . O F 2 ) 2 " T E E ~ 1 2 " A I R G A P ( M I N . ) ~ , . . + - - + - - - t - ✓ M A X I M U M U N D E R W A T E R L E N G T H O F V E N T P I P I N G : 3 0 F E E T F R O M T E E O N S U C T I O N P I P I N G T O A I R G A P T O S U C T I O N P I P I N G 2 " V E N T P I P I N G S C R E E N V E N T T O P R O H I B I T I N S E C T E N T R Y O R C L O G G I N G . L A B E L V E N T A S F O L L O W S : " P O O L S A F E T Y D E V I C E - D O N O T H A N D L E " V E N T L I N E D E T A I L THREE-OR-MORE SUCTION OU T L E T A R R A N G E M E N T S S U C T I O N O U T L E T NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME A112.19.8-LATEST. "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS.' RECOMMENDED: GRATES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DUAL SUCTION OUTLET SYSTEMS: C) THREE-OR-MORE SUCTION OUTLET SYSTEMS; DJ SINGLE UNBLOCKABLE SUCTION OUTLET SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORMING TO ASME/ANSI A 112.19.8); F) SINGLE OUTLET -ALTERNATIVE SYSTEMS {IN ACCORDANCE WITH ANSI/ASME A 112.19.8-LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUMPS IN SERIES; I) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. ALL OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING. BROKEN. OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. ~ C I R C U L A T I O N L I N E T O L E A F C A N I S T E R / R E C I R C U L A T I O N P U M P S E E N O T E 1 B E L O W D E B R I S O U T L E T M O U N T E D I N P O O L F L O O R ~ M I N I M U M P I P E L E N G T H 1 8 " 1 . O N E O F T H E F O L L O W I N G O P T I O N S I S R E Q U I R E D B E T W E E N T H E D E B R I S S U C T I O N O U T L E T A N D T H E P U M P : A ) O N E ( 1 ) A D D I T I O N A L S U C T I O N O U T L E T W I T H A L I S T E D C O V E R / G R A T E L O C A T E D A M I N I M U M O F 1 8 " F R O M T H E T E E I N T H E S U C T I O N L I N E T O T H E P U M P ( S ) ; B ) A N E N G I N E E R E D V E N T S Y S T E M ; C ) A L I S T E D M A N U F A C T U R E D S A F E T Y V A C U U M R E L E A S E S Y S T E M . O U T L E T S U M P S I N S E R I E S P L A N S E X P I R E : S E P T E M B E R 2 9 , 2 0 2 1 C e r t i f i c a t e o f A u t h o r i t y N o . 2 8 1 7 7 4 3 3 7 P A B L O O A K S C O U R T , S U I T E 1 0 1 i A c K s P J i , t u n n m 9 ' . \ \ ~ - ~ 7 3 w , c . A W ~ J - 9 2 3 6 , , , e r t " / / / . ~ - ' ; : P L A N S V A L I D F O R T H I S B U I L D I N G D E P T . O N L Y : C I T Y O F A T L A N T I C B E A C H , F L R E S I D E N T I A L M A S T E R P L A N S U C T I O N O U T L E T N O T E S A N D D E T A I L S C O A S T A L L U X U R Y C P C 1 4 5 8 3 4 0 1 1 5 S O L A N A R D , S U I T E C P O N T E V E D R A B E A C H , F L 3 2 0 8 2 9 0 4 - 5 4 3 - 2 6 2 6 N O T T O S C A L E S H E E T _ l _ O F 3 _ O W G . B Y · M A C A P P R O V E D a v : . . . . : ! ! : ! : _ l ....... TRANSFORMER REQUIRED FOR LOW-VOLTAGE INSTALLATIONS ONLY\ /-0-·-------------·-·-·---·-·-·-·-·- · - - . . . . . . , _ \ _ \ 3' MIN. FROM INSIDE WALL \_300WATT UNDERWATER LIGHT -·-·-·-·-· BONDING GRID. REFER TO NOTE #6 -·-·-·-·-·-·-·-·-·-·-·-·-·-·-TYPICAL SWIMMING POOL BONDING GRID PLAN 11-8 AWG COPPER WIRE TIMECLOCK 4' MIN. POOL DECK NOTES: _ _ _ _ . , , , _ I / R E F E R T O N O T E 4 12 V TRANS. ~ 311-12 IN½" COND. 1. ALL ELECTRICAL SHALL CONFOR M W I T H A R T 6 8 0 N E G • LATEST 12V/ 300W WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC 2. BOND ALL SHEATHED CABLES, RA C E W A Y S , M E T A L P I P I N G AND ALL FIXED METAL PARTS NO T S E P A R A T E D B Y PERMANENT BARRIER, IF WITHIN 5 F T H O R I Z O N T A L L Y F R O M WATER, 12 FT VERTICALLY OF MA X W A T E R L E V E L . ELECTRICAL DIAGRAM ~------'-INCOMING POWER SUPPLY E N E R G Y E F F I C I E N C Y N O T E S : 1 . T I M E S W I T C H E S S H A L L B E I N S T A L L E D T O C O N T R O L S W I M M I N G P O O L H E A T E R S A N D P U M P S T H A T C A N A U T O M A T I C A L L Y T U R N T H E H E A T E R S A N D P U M P S O F F A N D O N A C C O R D I N G T O A P R E S E T S C H E D U L E . E X C E P T I O N S : 1 . a . W H E R E P U B L I C H E A L T H S T A N D A R D S R E Q U I R E 2 4 - H O U R P U M P O P E R A T I O N 1 . b . W H E R E P U M P S A R E R E Q U I R E D T O O P E R A T E S O L A R - A N D W A S T E - H E A T R E C O V E R Y P O O L S Y S T E M S 1 . c . W H E R E P U M P S A R E P O W E R E D E X C L U S I V E L Y F R O M O N - S I T E R E N E W A B L E G E N E R A T I O N 2 . H E A T E D S W I M M I N G P O O L S A N D I N G R O U N D P E R M A N E N T L Y I N S T A L L E D S P A S S H A L L B E E Q U I P P E D W I T H A V A P O R - R E T A R D A N T C O V E R O N O R A T T H E W A T E R S U R F A C E O R A L I Q U I D C O V E R O R O T H E R M E A N S P R O V E N T O R E D U C E H E A T L O S S . E X C E P T I O N : O U T D O O R P O O L S D E R I V I N G O V E R 7 0 % O F T H E E N E R G Y F O R H E A T ! N G F R O M A S I T E - R E C O V E R E D E N E R G Y O R S O L A R E N E R G Y S O U R C E C O M P U T E D O V E R A N O P E R A T I N G S E A S O N . 3 . P O O L F I L T R A T I O N P U M P M O T O R S S H A L L M E E T T H E F O L L O W I N G R E Q U I R E M E N T S . 3 . a . P O O L P U M P M O T O R S S H A L L N O T B E S P L I T - P H A S E , S H A D E D P O L E O R C A P A C I T O R S T A R T I N D U C T I O N R U N T Y P E S 3 . b . P O O L P U M P S A N D P O O L P U M P M O T O R S W I T H A T O T A L H O R S E . P O W E R ( H P ) O F G R E A T E R T H A N O R E Q U A L T O 1 H P S H A L L H A V E T H E C A P A B I L I T Y O F O P E R A T I N G A T T W O O R M O R E S P E E D S . T H E L O W S P E E D S H A L L H A V E A R O T A T I O N R A T E O F N O M O R E T H A N f O F T H E M O T O R ' S M A X I M U M R O T A T I O N R A T E . 3 . c . P O O L P U M P S M O T O R C O N T R O L S S H A L L H A V E . T H E C A P A B I L I T Y O F O P E R A T I N G T H E P O O L P U M P A T A M I N I M U M O F T W O S P E E D S . T H E D E F A U L T C I R C U L A T I O N S P E E D S H A L L B E T H E R E S I D E N T I A L F I L T R A T I O N S P E E D W I T H A H I G H E R S P E E D O V E R R I D E C A P A B I L I T Y F O R A T E M P O R A R Y P E R I O D N O T T O E X C E E D O N E N O R M A L C Y Q E O R 2 4 H O U R S , W H I C H E V E R I S L E S S . E X C E P T I O N : S O L A R P O O L H E A T I N G S Y S T E M S S H A L L B E P E R M I T T E D T O R U N A T H I G H E R S P E E D S D U R I N G P E R I O D S O F U S A B L E S O L A R H E A T G A I N . 4 . H Y D R A U L I C S Y S T E M S F O R N E W P O O L S M U S T B E D E S I G N E D I N A C C O R D A N C E W I T H A P S P - 1 5 , " A M E R I C A N N A T I O N A L S T A N D A R D F O R R E S I D E N T I A L S W I M M I N G P O O L A N D S P A E N E R G Y E F F I C I E N C Y . " T O G R O U N D F A U L T C I R C U I T I N T E R R U P T E R T H E N T O P O W E R S O U R C E W I T H T R A N S F O R M E R J U N C T I O N B O X R I G I D , I M C O R N O N M E T A L L I C C O N D U I T B R A S S O R N O N M E T A L L I C C O N D U I T O R A P P R O V E D E Q U I V A L E N T 3 0 0 W A T T U N D E R W A T E R L I G H T S S H A L L B E N E C . A P P R O V E D A N D S H A L L F E A T U R E S T A I N L E S S S T E E L F O R M I N G S H E L L W I T H B R A S S M O U N T I N G R I N G . S H E L L S H A L L H A V E A 1 " N P T C O N D U I T W I T H O P E N I N G P A C K I N G G L A N D . L I G H T S H A L L B E H O U S E D I N A S T A I N L E S S S T E E L E N C A P S U L A T I O N S O L T E D T O A C H R O M E P L A T E D F A C E R I N G F O R C O M P R E S S I N G O F A 3 6 0 ° D O U B L E W A L L S Y N T H E T I C G A S K E T . S S L I G H T F I X T U R E & N I C H E W / C O M P R E S S I O N H U B & 3 0 0 W , 1 2 V L A M P O R 1 2 0 V A C W / G F C I P E R N E C 4 " M I N . E L E C T R I C A L N O T E S : 1 . 2 . 3 . 4 G R O U N D A N D B O N D A L L P O O L S A N D R E L A T E D E Q U I P M E N T I N A C C O R D A N C E W I T H N E C A R T I C L E S 2 5 0 A N D 6 8 0 . E L E C T R I C A L C O N T R A C T O R S H A L L C O O R D I N A T E W I T H G E N E R A L C O N T R A C T O R T O E N S U R E T H A T A L L M E T A L L I C P A R T S O F T H E P O O L S T R U C T U R E , I N C L U D I N G T H E P O O L S H E L L A N D D E C K R E I N F O R C I N G B A R S A N D A L L O T H E R M E T A L P A R T S A R E B O N D E D P E R N E C A R T I C L E 2 5 0 A N D 6 8 0 . B O N D T O G E T H E R R E I N F O R C I N G B A R S U S I N G S T E E L T I E W I R E S . B O N D A L L M E T A L P A R T S T O P O O L R E I N F O R C I N G B A R S U S I N G # 8 A W G C O P P E R W I R E S . T H E S E M E T A L P A R T S I N C L U D E , B U T A R E N O T L I M I T E D T O L A D D E R S . R A I L I N G S , P I P I N G . C O N D U I T , M E T A L D O O R F R A M E S A N D M E T A L P A R T S W I T H I N 5 ' O F I N S I D E W A L L O F P O O L . C O N N E C T I O N S H A L L B E E X O T H E R M I C W E L D , L I S T E D P R E S S U R E C O N N E C T O R S O R C L A M P S A S A P P L I C A B L E . G R O U N D S T E E L C O L U M N S ( I . E . F O R T O W E R S O R S L I D E S ) P E R N E C A R T I C L E 2 5 0 A N D 6 8 0 A N D N F P A 7 8 0 . I F R E I N F O R C I N G B A R S A R E E N C A P S U L A T E D W I T H A N O N C O N D U C T I V E C O M P O U N D . C O N T A C T E N G I N E E R B E F O R E P R O C E E D I N G . T H I S E L E C T R I C A L I N S T A L L A T I O N S H A L L M E E T A L L R E Q U I R E M E N T S O F N E C A R T I C L E S 2 5 0 A N D 6 8 0 . I N A C C O R D A N C E W I T H T H I S , U N D E R G R O U N D W I R I N G S H A L L N O T B E P E R M I T T E D U N D E R T H E P O O L O R W I T H I N 5 ' H O R I Z O N T A L L Y F R O M T H E I N S I D E W A L L O F T H E P O O L U N L E S S T H I S W I R I N G I S N E C E S S A R Y T O S U P P L Y P O O L E Q U I P M E N T P E R M I T T E D B Y N E C A R T I C L E 6 8 0 . A L L R E C E P T A C L E S S H A L L B E L O C A T E D A T L E A S T 1 0 ' F R O M T H E I N S I D E W A L L O F P O O L S . A L L R E C E P T A C L E S W I T H I N 2 0 ' O F T H E P O O L S H A L L H A V E G F C I P R O T E C T I O N . A D D I T I O N A L L Y , A L L U N D E R W A T E R L I G H T I N G S H A L L B E G F C I P R O T E C T E D . M O U N T I N G H E I G H T F O R A N Y L I G H T F I X T U R E S S U S P E N D E D O V E R P O O L S S H A L L B E N O T L E S S T H A N 1 2 ' A B O V E M A X I M U M W A T E R L E V E L . I F A P P L I C A B L E , P R O V I D E # 1 2 A W G C O N D U C T O R S A N D G R O U N D F O R 1 2 V U N D E R W A T E R L I G H T I N G C I R C U I T S L E S S T H A N 8 ' I N L E N G T H . F O R 1 2 V C I R C U I T S 8 ' T O 1 5 ' I N L E N G T H , P R O V I D E 1 1 - 8 A W G C O N D U C T O R S A N D G R O U N D . F O R 1 2 V C I R C U I T S G R E A T E R T H A N 1 5 ' . B U T L E S S T H A N 2 5 ' I N L E N G T H , P R O V I D E 1 1 - 6 A W G C O N D U C T O R S A N D # 6 G R O U N D . N O 1 2 V C I R C U I T S H A L L B E M O R E T H A N 2 5 ' I N L E N G T H . O P T I O N A L : E L E C T R I C A L C O N T R A C T O R S H A L L I N S T A L L N O F E W E R T H A N O N E 1 2 5 - V O L T 1 5 - O R 2 0 - A M P E R E R E C E P T A C L E O N A G E N E R A L P U R P O S E B R A N C H C I R C U I T . R E C E P T A C L E S H A L L B E L O C A T E D N O T L E S S T H A N 1 0 F T . F R O M A N D N O T M O R E T H A N 2 0 F T . F R O M T H E I N S I D E W A L L O F T H E P O O L . T H E R E C E P T A C L E S H A L L B E L O C A T E D N O T M O R E T H A N 6 F T . 6 I N . A B O V E T H E F L O O R , P L A T F O R M , O R G R A D E L E V E L S E R V I N G T H E P O O L 5 . R E C I R C U L A T I O N P U M P S H A L L B E E L E C T R I C A L L Y I N T E R L O C K E D W I T H C H E M I C A L E Q U I P M E N T , I F A P P L I C A B L E . 6 . A N E Q U I P O T E N T I A L C O M M O N B O N D I N G G R I D I S R E Q U I R E D F O R A L L P A V E D W A L K I N G S U R F A C E S W I T H I N T H R E E F E E T O F T H E I N S I D E W A L L S O F T H E P O O L A N D / O R S P A F O R T H E E N T I R E P O O L P E R I M E T E R . T H E B O N D I N G G R I D M A Y B E C O M P O S E D O F S T E E L R E I N F O R C I N G R O D S ( R E B A R ) , O R # 8 B A R E . S O L I D C O P P E R C O N D U C T O R S . 6 X 6 X 1 0 W E L D E D W I R E F A B R I C ( M E S H ) I S A C C E P T A B L E W H E N P R O P E R L Y I N S T A L L E D O N C H A I R S A N D E A C H S E C T I O N I S C L A M P E D W I T H A P P R O P R I A T E L I S T E D D E V I C E S A N D / O R 1 1 - 8 S O L I D C O P P E R J U M P E R S . T H E B O N D I N G G R I D M A Y N O T B E I N S T A L L E D D I R E C T L Y I N E A R T H C O N T A C T O R W I T H O U T P R O P E R C O V E R . T H E I N S T A L L A T I O N M U S T B E I N A C C O R D A N C E W I T H 6 8 0 . 2 6 ( C ) , N A T I O N A L E L E C T R I C C O D E ( N E C - L A T E S T V E R S I O N ) A N D F L O R I D A B U I L D I N G C O D E ( F B C - L A T E S T V E R S I O N ) W / L A T E S T A M E N D M E N T S . 7 . T H E F O L L O W I N G I S A N A C C E P T A B L E A L T E R N A T I V E T O T H E B O N D I N G G R I D D E F I N E D I N N O T E 1 1 - 6 , A B O V E : A N U N D E R G R O U N D B O N D I N G C O N D U C T O R M A D E O F A S I N G L E # 8 A W G B A R E S O L I D C O P P E R W I R E B U R I E D T O A M I N I M U M D E P T H O F 4 I N C H E S T O 6 I N C H E S B E L O W S U B G R A D E A N D 1 8 I N C H E S T O 2 4 I N C H E S F R O M I N S I D E W A L L O F T H E S W I M M I N G P O O L O R S P A . T H I S I S D E F I N E D A P E R M I S S I B L E A L T E R N A T I V E O R E Q U I V A L E N T T O C O M P L I A N C E W I T H S . 6 8 0 . 2 6 ( C ) O F T H E N E C ( 2 0 2 0 ) , N F P A 2 0 . A D O P T E D B Y R E F E R E N C E W I T H I N F B C . # 8 A W G P R E S S U R E G R O U N D C O N N E C T O R T O C O M M O N B O N D I N G W I T H R E I N F O R C I N G S T E E L O R P L U M B I N G P L A N S E X P I R E : P L A N S V A L I D F O R T H I S B U I L D I N G D E P T . O N L Y : P O O L L I G H T D E T A I L S E P T E M B E R 2 9 , 2 0 2 1 SERVICE PANEL L A D D E R , H A N D R A I L . " - D I V I N G B O A R D . E T C . . . , T R A N S F O R M E R J U N C T I O N B O X ( I F U S E D ) \ C I T Y O F A T L A N T I C B E A C H , F L P O O L L I G H T NEUTRAL BAR ,----++-+-------li--e----+1-./ TO GROUND NEUTRAL BAR POOL LIGH T FLEXIBLE COR D M E T A L C O N D U I T S O R P I P I N G S Y S T E M P O O L R E I N F O R C I N G S T E E L H E A T E R C A S E C O N T R O L P A N E L ~ R E S I D E N T I A L M A S T E R P L A N E L E C T R I C A L N O T E S A N D D E T A I L S \_ 3 CONDUCTOR L-~===t;==:!!!;:=.----H~-:::N'.c-G=---_j #8BONDTO GROUNDING TERMINA L '\_#8BONDTO STRUCTURAL STRUCTURAL STEEL ROUND BAR CONTROL PANEL fl.8BONDIN PVC CONDUIT STEEL TYPICAL GROUNDING SCHEMATIC T Y P I C A L B O N D I N G S C H E M A T I C N O T T O S C A L E S H E E T J _ O F _ i _ D W G . B Y · ~ A P P R O V E D B Y : ~ ~ PLOT PLAN OF LOT 15 , BLOCK 14, SELVA MARINA UNIT No. 8, ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGE 85 OF THE CURRIENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. PROPOSED IMPERVIOUS CALCULATIONS (IN SQUARE FEET (S.F.)) LOT AREA • 12,901 S.F. HOUSE • 2, 750 S.F. PAVERS • 979 S.F. POOL DECK • 1,021 S.F. POOL 050% • 111 S.F. FIREPLACE • 12 S.F. AU. PADS (3) -42 S.F. WALKWAY • 71 S.F. TOTAL IMPERVIOUS = 4 ,986 S.F. • 38.6% SA TURIBA DRIVE 100' RIGHT OF WAY PAVED PUBLIC ROAD -- 1. llilS ,s"~1'tor PLAN ONLY. ~ --::-7 2. BOUNDARY AND TOPOGRAPH IC DATA AS '.,'\. I I PER SURVEY BY THIS FIRM UNDER WORK RADIUS • 30.oo•_./ ORDER No, 2021-0673. 3. BUILDING RESTRICTION LINE SHOWN AS PER PLAT. 4 . BENCH MARK AS SHOWN HEREON WAS ESTABLISHED BY GPS OBSERVATIONS USING SPECTRA PRECISION EPOCH 80, RUNNING TRIMBLE VRS SOFTWARE IN N.A.V.D. 1988 DATUM. ix:, 00 ~I N I SCALE: 1" = 20' I .,I ~~ ;gl CDO ~~I t FOUND 1/2" (N8S-04'38"E 123.24' FIELD) "' 1 , 2-z.2 8, IRON PIPE, ~ ~ FOUND 1/2" IRON N87.57'05"E J NO CAP ai ,..: LOT 9 LOT 14 G - -Pl~P~E~, N~O~C~AP~1~0~~!!!!!!!~~~~~~~~~!!!!!!!~~~~~~~~~--..j..:..=,~~-----r9.,,.6 •~ 8 •8.15 _ --~ --0.7 CABLE " 2.3 • v "-o. 7 r10.3 -10.1 -6' WOOD F!NCE ~0.5 UNDER<.ROJND •10 3 I •l0.4 RISER BENCH MARK: SET MAGNAil & 1 J ><10.4 -GAS TANK ur" _. _. DISK (l.BJ672). El£VA11ON • \.,, l'A\91 WAI.I( • 7.8 1 N.A. V.D. 1988 •10.23 •10.4 •10.6 ><10.37 pi p()(L ~~-I •8.8 --10 ~ riiiJ1ji'7 1Q,5 QA/C ♦' wocol •l0.4 •9.9 ----;,; , 1 I PllJ I PM> FDIC£ i ~~-,:--::-..----+-e:8.Bl86l r-: 10.4 :l9.9 0.6 0.45 38.6 1 STORY BR ICK AND FRAME RESIDENCE No. 1772 ... <O •10.8 I PAVER DRIVE AND WALK I I 10.,.'I '.10.3 •10.2 •9. . co en 8.65 ;::; ......_ ---..c:: g "8. w G: en ... co h<9 .2 0> □ 3:,: WATER • LOT 8 .... I FINISHED F\.OOR • 11.35 GARAGE FlOOR •• 10.23 i,, .--, \/ '- METER ~ ix:, p ~ ~ 0 z "'' H-=" "9.E ~ 0 N (X) p 0 0 g 8.2x " r-: ,-0.2· FOUND 1/2" IRON •l0.0 PIPE , NO CAP •10.4 COVERED/ Ts" •10.7 PAVER • I PORCH ~ 0 ~ w~W I • :5 • ~::, ~ C) b •10.0 "9.9 49_:3• I ;.,, u. ,..... L------=:--r,!!!:;:?.------•10.1 r ;t_ 0 o . 1 1 ~e< I 17<1:~v.'1011 pllJ __.u, I 0 u • ,;:; "10.3 ,...-coo,' ::.Ju-•10.5 32.1' •10.0 en en ..__, C,~,.....0 ~L,:: __ .._ I '-'-.f •-Al -I ..; Z 1 n,; 9.4 -__ :l'l~/i1./Ji":\l~·:0 ;;;;;;;l;l;;;;;;i~•;10~.2~~~><1~· o~.4~~1"1.~0~.5~-~-1~0.6~•.Ji!v-0~· 2 :~· ALUl~Mf~r-::10,t-fT:§~f,• .i----~!FOUND 1/2" -S8719•-z7"W b woou FENCE 4' ALUlo41NUM FENCE 0.5✓ 1125.63 ::: IRON PIPE, 27" LIVE J ..; CAP LB3672 ~ON I ; LOT 7 CORNER },.. LOT 16 ... en p 0 OCI VJ FOUND 1/2" IRON PIPE. CAP l.B3672 m a:: ::> (.J •7.69 •7.56 LL. 0 1-::c (.!) <(~ wg (/) THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RA TE MAP No. 12031 C0407J, EFFECTIVE NOVEMBER 2, 2018 FOR DUVALL COUNTY, FLORIDA. THIS PLOT PLAN WAS MADE FOR THE BENEFI T OF PETER G. SHERRILL and MARGARET M. SHERRILL. "NOT VALID 'MTHOUT THE SIGNATURE AND THE ORIGINAL SEAL OF A FLORIDA LICENSED SUR~ AND MAPPER.• JASON O. BOATWRIGHT, P .S.M. FLORIDA LICENSED SURVEYOR and MAPPER No. LS 7292 FLORIDA LICENSED SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: __ _ ORA WN BY: ----=-sw=c=---- BOATWRIGHT L,"ND SURVEYORS, INC. DAlE: MAY 25, 2021 FlLE: 2021-0674 1500 ROBERTS DRIVE, JACKSCINVILLE BEACH, FLORIDA (904)241-8550 SHEET 1 OF 1 MAP SHOWING SURVEY OF LO T 15, BLOCK 14, SEL VA MARIN A U NIT No. 8, ACCORDIN G TO THE PLAT THEREOF RECORDED IN PLAT B OOK 34, PAGE 85 OF THE CURREN T PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. S~ TURIBA DR IVE 100 RIGHT OF WA Y PAVED PUBLIC ROAD IIICISTINCii L01' COVIRAGI LotAra • 12,901111 ft Hoaa. 3,7!0 II( ft ...... fflll(ft Paol DICk • t.W II( ft Paol 0 ~ • m III ft AA ,_ (a) • 42111 ft NOTES --~ ---ri ,.., LotC:-..-· 5,tlll II( ft . 40.2 ~ IMPERVIOUS CALCULATIONS (IN SQUARE f"EET (S.F.)) LOT AREA • 12.901 S.F . HOUSE • 2,7~0 S.F. PAvERS • 979 S.F. POOL DECK • 1,151 S.F. POOL 050% • 258 S.F. ALL PADS (.J) • 42 S.F. 1. Tl1IS IS A BOUNDARY AND TOPOGR AP HI C '-,.. I I SU RVE Y. /~ 2. BEARINGS ARE BASED ON TH E EAST RADIUS • 30.00'_., LINE OF LOT 15, BLOCK 14 BEING SOUTl1 0 0 "0 8'20" WEST, AS PER PLA T. 3. BUILDING RESTRICTION LINE SHOWN AS PER PLAT. PROJICIIID LOI' COVIIWII Lot Alw • U.IOl 11( ft llala·3,7SOll(ft ......979 .. ft Paol Dack • to.2t III ft Paol OIIO'Mo • Ut III ft l'!Npla •U111tt All Pade (3) • G III ft \Yalkway •711111t TO TAL IMPER VIOUS • 5.1 80 S.F. • 40.2 % 4. BENCH MARK AS SHOWN HEREON WA S ES TAB LI SHED BY GPS OBSERVA TI ONS USING SPECTRA PRECISION EPOCH 80, RUNNING TRIMBLE VRS SOFTWARE IN N.A.V.D. 1988 DATUM. i.tledTollll&Gt~•4,9"911ft •-~ co co ~, I 1p 30 N I SCALE: 1 • = 20' EXl511NG PRll!FORM PAffO & POOL TO II b!MOUSHID & PlWD IN TOCURRINT SURROUNDING ILIYAffON ALL SITBACKS MIASURl!D PROM WATIRSIDGI I I NO SCREEN LOT 9 C, '{--LOT 1t,Z l ~;: I/ S!~I I FOUND 1/2" (Naa·o4•3a• 123.24' FIELD) "",123.28' IRON PIPE, ::l ~ FOUND 112· IRON N87.57'05"E I NO CAP IX ,...: --~Pl~PE~. ~N~o _§cAP~d ~~()~~b~~~~~~½,~~!!!!!!!~~~~!~~~~~--...:.~~~----19.6 •~8 •8.15 2 3 • 11 "'-o.r"17. / J•1 0.1 -\ 6' wooo F!NCE ·i'l; o .5 7 -~:~~ooNo :~:~ I •10 · 4 ~,~E ~ BENCH MARK: SET MAGNAil & •10 4 .,, / WE" -~ DISK (LB3672). El£VATION • ~ ~ ~ :' . I'~ lii. PAl,O! WAI.I( ~-I>' 7.81 N.A.V.O. 1988 i(l i(l / f p ~ • I •8.8 ~ f.-:::::J;l ~.Ql.2] •10 •10.6 <J 10.5 D "/C •. W0()0l •9.9 -----ao 1n1 ~ 0--~ • PAD ma . ~~~•~10~.4~fs:tp=======f-aif.:.8B66 ,...: "... Cr f"<l0 .37 10.4 29.9 ,v .uu ,v. •u ... u .u o co· 10.1s 1 " 1 d (0 1 ~ o.~ l===t=-......---1--~ '=.t "It' <0 G: \j 1\ \ \\ .,0.5 1 , 10.5• co PAVER DRIVE ANO WAI.J< ~ ~I ~ •\ V o UO D 4 Is I ~ ~8 m~~~~~=====l~~~ (0 ~I /•10.3 •8 . ~ . 10.1 1rl1 16.4 0) 8.65 •9. ......... 0 ..J w co ,-.. :./1C ~ ,:,-~ ~ ~ r.:t;1=, $ ~ ~ '-.,I \ l:J,, JI,- z .. I s_;~ ~106 ....- Q I 10 ~ z 'ft'., I -----:;:-17" 11" ~ 10.22~ LOT 8 .,..... ... 0 •10 . ;.. w~w 1(1 1 STC RY BRICK AND FRAI E RESI DENCE N o. 1772 FlM15 ~ED FLOOR • 11.35 GAR GE FlOOR • 10.23 1.6 •10.8 <D "'~ \/ =- I,/\~ COVERED./~ •l o . 7 PAvER . I PORCH ~ I ~~~ONi/~:~RON ~20· 9•1 c ~.:::.~10~.1 L-t.\_::•::::10~.4~---- • < t N ..J «> ·o ' L-----~--,~4~-:i'·-------N :::l ...-•10.0 .,.•9.9 .., ;,,u .. f'-. r ~ O . TOPOP ~ r--:: -~Iris ___ _ I •10 .7 ...._ •10.' I ~El(' c!GU!f.RATOR PAD ci u O ,;; ) COPING .., _ _:..ccso--::_j •1 0 .5 ~ m ;_ 10,19 ~ k...: -- r--0 IJ>5' ~ µ,I vi •10.2 32.1' c;: O') ~ ~ •9.2 0, 0 3: WATER• MEIDi ~ •9.E, 0 N lo p 0 0 ,10.0 en co p 0 0 (/) s_; 8.0• 7.8• •B.3 - --~~~• ~z~1V'~V••~•~10~,0~~--~;~~~~~-r~~~~~,,0~••2•~~Fu;r~~::1n,t-rr~r:e~~-•~n.._ , __ tj9 ;• 4 n / J>.7 ' •10 2 -•10.4 •10.5 10." --z 1125 63' . FOUNO 1/2" r-: ---6 WVVJ FENCE 4' ALUM INUM FENCE o.5J • ;: IRON PIPE. ~ co S87i g• 37"W I ~ CAP LB3672 ... ;:::: LO T 7 27" U vE OAK ON CORNER LOT 16 • r-- 1 ~ p I g Vl FOUNO 1 /2" IRON PIPE, CAP LB3672 w >o -c§ 0::: er Clg CD :::i Cl. 0 ~ cnt I- <( >- 0~ I.I.... •7.69 0 I- I <., <(~ wg en •7.5 6 THE PROPERTY DESCRIBED HEREON LIES IN FLOOD ZONE "X" (AREA OF MINIMAL FLOOD HAZARD) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 C0407J, EFFECTIVE NOVEMBER 2 , 2018 FOR DUVALL COUNTY, FLORIDA. THIS SURVEY WAS MADE FOR THE BENEFIT OF PETER G. SHERRILL and M ARGARET M. SHERRILL. ::::::-:---. JASON D. BOATWRIGHT, P .S.M. "NOT VALID 'M THOUT THE SIGNATURE AND THE OR1GINAL SEAL OF A A.ORIOA UCENSEO SUR~YOR ANO MAPPER." FLORIDA LICENSED SURVEYOR and MAPPER No. LS 7292 FLORIDA LICENSED SURVEYING & MAPPING BUSINESS No. LB 3672 CHECKED BY: __ _ ORA~ BY: -"'s ___ wc ___ _ FlLE: 2021-0573 BOATWR IGHT Li AN D SURVEYORS, INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH , FLORIDA (904)241-8550 DATE: MAY 5, 2021 SHEET 1 OF 1