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178 11th St POOL22-0011 COAB Permit Form with ConditionsFinal 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 178 11th STREET EATHEN ALLEN CONSTRUCTION SWIMMING POOL POOL22-0015 OWNER:ADDRESS:CITY:STATE:ZIP: KING LARRY NEIl 178 11th St ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: EATHEN ALLEN CONSTRUCTION 9957 MOONING DR JACKONVILLE FL 32257 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170257 0000 ATLANTIC BEACH JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 178 11TH ST SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $30000.00 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. 2 PUBLIC WORKS ON SITE RUNOFF INFORMATIONAL Notes: All runoff must remain on-site during 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: 7/19/2022 PERMIT NUMBER POOL22-0015 ISSUED: 7/19/2022 EXPIRES: 1/15/2023 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 $205.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $102.50 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $5.36 STATE DCA SURCHARGE 455-0000-208-0600 0 $3.58 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $566.44 3 PUBLIC WORKS POOL WELLPOINT INFORMATIONAL Notes: Pool Wellpoint (if used) must discharge into vegetated area 10 foot minimum from street or drainage feature (swale, structure or lagoon). 4 PUBLIC WORKS ROLL OFF CONTAINER INFORMATIONAL Notes: Roll off container company must be on City approved list. Approved list can be obtained at the Building Department at City Hall. Roll off container cannot be placed on City right-of-way. 5 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 6 PUBLIC WORKS RUNOFF INFORMATIONAL Notes: All runoff must remain on-site. Cannot raise lot elevation. 7 PUBLIC WORKS GRASS INFORMATIONAL Notes: Full site to be grassed. 8 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 10 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL Notes: All construction debris must be removed from job site by Contractor. 2 of 2Issued Date: 7/19/2022 PERMIT NUMBER POOL22-0015 ISSUED: 7/19/2022 EXPIRES: 1/15/2023 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 rv. Building Permit Application Updated 10/9/18 l City of Atlantic Beach Building Department ALL INFORMATION ii 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY F'LJitl'i';. Phone: (904) 247-5826 Email: Building-Dept@coab.us IS REQUIRED. c Job Address:I,* , ,1 i I t••R. @L Permit Number:POO L Z Z _ uu v ......j- LegalLegal Description Olp-001 R(LR' g C-44 L J (( f`j02.S (Ot-S S,(a, el-IC—'40 RE# WOO-4-076 — D Valuation of Work(Replacement Cost)$ 3(1;/a60 Heated/Cooled SF Non-Heated/Cooled Class of Work: 141‘w Addition Alteration DRepair Move Demo Pool Window/Door Use of existing/proposed structure(s): Commercial ,residential If an existing structure, is a fire sprinkler system installed?: Yes No Ni\a Will tree(s) be removed in association with proposed project? Yes(must submit separate Tree Removal Permit) p"'6 Describe in detail the type of work to be performed: ve s COs ttcr\ Swim m (r eob t Florida Product Approval# for multiple products use product approval form Property Owner Information Name Gl ( (\ Address (lL Q2c City %i State Lei Zip 322_33 Phone 301. 3O • (-1- ,9 E-Mail kLY 1(,)AA,N. rQ1,3 e apt..C,o[,e1 Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company GXhJ1T Qll n C&N,.i`MA(fiGr) Qualifying Agent nl11t tairr LS Address 9941- Iik000%6 City (CCt(tiA(LL State Zip 32.2- 9-- Office Phone gpLi R-81 • I4 Job Site Contact Number State Certification/Registration# C,4 --S LP2_- E-Mail erktherN. Q(Ltr\0 nal, (' D, (Oo•-s Architect Name& Phone# U Engineer's Name& Phone# Workers Compensation Insurer OR Exempt Expiration Date (P,`1Ia-?— Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING,SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,TANKS,and AIR CONDITIONERS, etc. NOTICE: In addition to the requirements of this permit,there may be additional restrictions applicable to this property that may be found in the public records of this county,and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER'S AFFIDAVIT: I certify that all the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ' TTORNEY BEFORE - RECODING YOUR N ,1 E OF COMMENCEMENT. h L l 'Signature f Owner or Agent) 4 Signat re of Contractor) Si ned and sworn to(or affirmed) before me this/211day of igned and sworn to(or a ' -.)bef•r- .iiikthis _ day of 202-2,by .'mom ung. C: — b rc\- ['-itch. .1.tC/14c Signature of Notary) tS? ur ON t-'( t""`" AMY BETH ROUSH I Personally Known OR .; 4 :, MY COMMISSION#GG 922803 I Personally Known OR : - 1 1 Produced Identification n;o;•' EXPIRES:February14,2024 1 Produced Identificatio a . TONI GINDLESPERGERe0'°`O!' Bonded Piro NO: F,Type of Identification: • . _..._ PuMiCUodennitera ype of Identification: - :I, •, • . _- s EXPIRES:October 6,2023044F,,,,, Bonded Thru Notary Public Underwriters By Mike Jones at 11:05 am, Jun 16, 2022 REVIEWED FOR CODE COMPLIANCE FLORIDA BUILDING CODE 154511 SPECIAL SPA REQUIREMENTS: IIIPP PLOW THRU SPA SKIMMER REQUIRED 3NOSKIMMERFORSPAWITHS THE POOL CONTRACTOR IS RESPONSIBLE FORtr). TYPICAL CM.POR R3 INDEPENDENT FURNISHING ALL DETAIL DESIGN REQUIREMENTS MAXIMUM WATER DEPTH 4',MAXIMUM SEAT DEPTH FM SYSTEM 28",MAX. SKIMMER • ROAR.TOUT WITH FOR EACH INDIVIDUAL POOL IN ACCORDANCE WITH FLOOR SLOPE I:12ReNTOPUMPTHEFLORIDABUILDINGCODE,AND ALL STEPS:MM.TREAD 10"X 12",T MN.RISER,12'MAX.CONSTRUCTION SHALL MEET ALL APPLICABLE RISER EXCEPT THEBOTTOM STEP MAY BE 14"IFIT IS MR 1111 CODES INCLUDING PLUMBING,ELECTRICAL ANDOPTIONALDECXW/pw,MAX THE SEAT.INTERMEDIATE TREADS AND RISERS TOGAS.PIPING SHALL BE SCE.40 PVC,NSPI)5"ETCH IN 10 r PRESSURE VELOCITY 10 FPS,SUCTION 6 FPS. BE UNIFORM.IF THE SPA IS OPERATED g r< m vRAILOPTIONALTHEPOOLPLANSHALLSHOWTHEDESIGNINTERMITTENTLYITSHALLHAVEAONEHOUR OPTIONAL I2V LIGHT TURNOVER,IF CONTINUOUS A SIX HOUR TURNOVERW/TRANS.P.•ERAssPLUMBINGASPER THE SAMPLE WITH 7HE N0MAXIMUMTEMPERATURE104DEGREES. e. OR PVC(SEE NOTES)INFORMATION REQUIRED SHOWN.MAIN DRAIN MEET ANSIMSPI ARTICLE XVII,SAFETYNOLIMITATIONSTOPLUMBINGSHALLBETWODRAMSSEPARATEDBY3' 2 reINSTRUCfION/SAF'ETY SIGNS. SHAPE EXCEPT FOR WITH APPROVED ANSI/ASME Al12.19.8.2009 COVERS.AS .PRESSURE lEST PIPING ATJS PSI FOR IS MINIIIES OR f"" U ODIVINGANALTERNATETHEAPPROVEDDRAINSMAYBEMEETLOCALCODEDGREATER. ZSTEPSPDONALPLACEDONDIFFERENTPLANES.THE TWO DRAINS c p SHALL HAVE ACOMMON SUCTION LINE.SUC ION 20 UI MAIN DRAIN REQUIRE GRATES MAY BE USED IFAPPROVED ATA MAXIMUM Q Z<QCIRCULATIONOF1Y2FPSANDTHESUCTIONPIPINGISRECESSEDGENERALDESIGNREQUIREMENTS0Z SWIAWITf OR LADDER PERRY REQUIRED TAMPER PROOP/SEE NOTES) X SEE NOTISI LINE FROM THE GRATE THE DISTANCE EQUAL TO THE O xEQUTREp(GwRe CU) I DESIGN,CONSTRUCTION AND WORKMANSHIP Ls/ w SSWHEREDEPTHOVERllLIGHTING&BONDING SAME AS SUCTION PIPE SIZE.SKIMMERS DO NOT REQUIRE SHALLBE IN CONFORMITY WITH THE V <a(-5'DEEP(SEE NOTES) ail' POOL PROTECTION AND REQUIREMENTS OFAPSP/ICC 3,APSP/ICC 4,APSP)ICC 5, Q O Q NO DWTATGNS ON SHAPE MUSTBE DESIGNED PORAMINIMUM 25 gpm AND APSE/ICC6AND APSE/1CC7BASED ON THE W <PS THE FOLLOWING SHALL BE LABELED WITH POOL TYPE. RAILOPTIO IAL ' GENERAL SPA PLAN LABEL.MARKER TAPE AT THE FILTER LOCATION: SEE NSPI FOR DIVING WATER ENVELOPES. VI F+ oPIPES,VALVES,PUMP(S)OFF SWITCH.SL/DESPOOLPLANSLBS SHALL MEET THE MANUFACTURESN.T.S. INSTALLATION REQUIREMENTS. N.T.S. ALL POOLS WHETHER PUBLIC OR PRIVATE SHALL BEELECTRICALREQUIREMENTS: FPROVIDEDWITHALADDERORSTEPSINTHESHALLOW z-9.^Min ExCFPT FOR END WHIMS THE WATER DEPTH EXCEEDS 24 INCHES(610 O SLOPING Mity E S.4E'Ms—. See NSP 5 Re: WIRING ANDBONDING AND ALL ELECTRICAL TO MIM).iN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 U LI COMPLY WITH CHAPTER 27,FLORIDA BUILDING CODE FEET UNDERWATERER THERE SHALL/ SWIM-OUTS BEUTS INTH STAIRS OR NSItANDHOLIxS WHEREW' ATLR BENCHES/ LNGEQIN THE DEEP TTNA.7TH 13DTI70N-RESIDENTIAL AND NEC 2017. ill1WHEREMANUFACTUREDDIVINGEQUIPMENTISTOBE r nNOOUTLETOROVERHEADPOWER. 10'IF USED,BENCHES OR SWIM-0UIS SHALL BE RECESSED OR VWITHIN15'PROTECT BY GEL TRANSFORMER MIN.I0' LOCATED IN A CORNERwAlwtFROMPOOL,8"ABOVE WATERX)BOX 4'FROM POOL, USE BRASS TO/BOX OR TRANSFORMER WHICH LAVER IS CIRCULATION SYSTEMS,COMPONENTS AND DUTTON:ROPE AND It FIRST EXCEPT WHERE PVC IS APPROVED. EQUIPMENTEMAXI SHALL COMPLYRATEWIIS NSF 50.1r THE MAXIMUM TURNOVER I5 12 HOURS. FLOATS INSTALLED IP_, t Mom FILTERS SHALL HAVE AN AIR RELEASE AND CO LESS THAN E45. Rain COPRESSUREGAGE. 7Mss. N PUMPS 3 IIP AND LESS SHALL MEET ANSEULIO81 N i T_I IA•Ys CORROSION RESISTANT WITH STRAINER AND MEET V N THE.REQUIRED FLOW.r 0 3KV` 1. SAMPLE ONLY.EACH APPLICATION FOR PERMIT SHALL SURFACE SKIMMERS SHALL MEET NSP 50AND W 0 IT BE BASED ONA TOTAL DYNAMIC HEAD OF 60 H. THERE SHALL BEONE FOR EVERY 800 SQUARE FEET W J PAS ,1 OF SURFACE AREA. PM.TO SLOPE MANOR f Determine System nine Rate: APPROVED MANUFACUTRED INLET ETTfNGS FOR THE Fes.- Minimum Flow Rata Required:35gpm per skimmer(Require&I Skimmer per SOO sf) RETURN OF RECIRCULATED POOL WATER SHALL BE Z POOL SECTION DETAIL PROVIDED ON THE BASIS OF AT LEASTONEPER 300 Y U Z 6JPoolVoltune, 500 sq.ft x 4 eve depth x 7.481 gWcf= 15.000 gellom SQUARE FEET(28 m2)OF SURFACE AREA.SUCH INLET N.T.S. Turnover Time in Hours: 6 h01N x60 min/hr= 160 minmee FITTINGS SHALL BE DESIGNED ANDCONSTRUCTED TO >- F-- Q , Q Flow Rate: ISQ00_gallons/ 360 miMes=, 2—PP.INSURE ANADEQUATE SEAL TO THE POOL STRUCTURE LIJ (C AND SHALL INCORPORATE ACONVENIENT MEANS OF m fA t),I SEALING FOR PRESSURE TESTING OF THE POOL J U d (nSB836,6-20-07 i CIRCULATION PIPING.WHEN MORE THAN ONE INLET IS CO ,yFORBONDINGANDGROUNDINGSYSTEMSPORSWIMMINGPOOLS,THE USE OF i REQUIREDz.THE SHORTEST DISTANCE BETWEEN ANY TWO N 0ANUNDERGROUNDBONDINGCONDUCTORMADEOF08AWG.BARE SOLID PIPE SUING CHART(MAXIMUM) REQUIRED INLETS SHALLBE ATLEAST 10FEET(3048 MM). Z COPPER WIRE BURIED TO A MINIMUM DEPTH OF4 INCHES TO 6INCISES BELOW LIAD4 DRAINS AS OP 12-19.911 HEATER SHALL MEETANSI-221.56OR UL 1261 OR g I"^PIPF. SUCTION PRESSURE SUBGRADE,AND 18 TO 24 INCHES FROM INSIDE WAIL OF A SWIMMING POOL OR ANSVAEME A112.19.1,2007UL 559 H '1 RSPA,IS DEEMED APERMISSIBLE ALTERNATIVE OREQUIVALENT TO COMPLIANCE ix. 35 GPM 63 GPM DISINFECTANT EQUIPMENT SHALL COMPLY WITH WITH e.680.26(c)OF THE NATIONAL ELECTRICAL CODE 2" 60 103 n NSF 50 Q r.6 215 90 147 PRESSURE-PRESSURE TEST PIPING AT 35 P51 FOR 15 MINUTES OR ES3" H5230POOLMEETLOCALCODEIFGREATER. 4' 235CanRESIDENTIALSWIMMINGBARRIER REQUIREMENTS TOPAVERSOR4.DECK MIN.GRATE OPEN AREA=PLOW/17.8 MEET SECTONS 4501.17 FOOTING 3.000 TO(M04CONC. DECKFINISH FOR POOLS WTI VOLUME)95,060 GAT. V FOR VELOCITY 67SEC WASTE DISPOSAL TO COMPLY WITH SECTION 454.2. 10 OPTIONAL W/113 BAR,30.O. PER CONTRACT NON.62JP)XLUMP:STARER MEWL OR HAYWARD SUPERB 15403.10(MANDATORY)HP 42 01.16101.161ISP TIRN CLEANER TURNOVER RATE..0 HOURS-360 MINS. UNE POOLS&PERMANENT SPA ENERGY CONSUMPTION THE ENERGY CONSUMPTION OF POOLS AND PERMANENT 5i Min:TARI7F,PUS 50.50 GPM OR SPAS SHALL BE M ACCORDANCE vim SECTIONS R403 10.1 8" I POOL FINISH NAVWARO C751,731:PM('APACDY a THROUGH 8403.10. 5. PEICONTRACT MAlNOWN.NAY WARDV W6101eE a I'SOPOO'ONO LIPAM!•7•BAR CLEANER:NAYWARD VAC LDC 11" WA2)A BARS OPTIONAL . I j+w.FINISH 3C IT HAS BEEN CERTIFIED THAT THESE DESIGN w 6 MARCITE OR I. REQUIREMENTS ARE IN COMPLIANCE WITH THEEXPOSEDMAINSUCTIONPIPESIZE- I N6•Min WALL&FLOOR THICKNESS.Spm psi(MAI.)CGNC 03 BARS ON.___+ AGGREGATE FLORIDA BUILDING CODE NIH EDITION,R4501ANSVAPSPACC 3, 12"CENTERS EITHER WAY,TIE ALT,INTERSECTIONS 15.141N.OVERLAP. ANSI/APSPACC 4,ANSI/APSE/ICC5,AND ANSI/APSE/ICC 6AND O 211 IAIN.LOVERAGE ON STEEL W'CON('.TO ASTM AIS.A16.ASTM A30-S SI(IMMIM AlC7115 PIPESUE_r_ANSUA S/ICC 7,ANSI/APSE/ICC 14 ANSI/APSP/ICC 15. N Sbuctuml subject lo suitabk soil conditions. CLEANERNAC PIPE WE AI 1'!--4r')t Samuel A m Q POOL/SPA,DECK,BEAM,WALL,FLOOR is EQURMENT RESIDENCE RETURN SUCTION PRE 152E Ii" I.00ATGN Liberatore Q N.T.S. ' 2022^05.25 wCOMPLIESWITHFLORIDABUILDINGCODE,7TH EDITION(2020) 12:22:44-0400 By Mike Jones at 11:11 am, Jun 16, 2022 Untitled Image 6 Count; 1 O Perimeter 60' l G Area: 200 fi2 a Int SurfaceArea: 433.44 ft' LCovered Patio I a Volume: 4,731 gal ons Ks Envelope:20'x 10' a Depth: 5'6-to 3' r:.1:111i •x7-en2vanmew a Casing Internor.60'I aaa./rrmaw rnnara.seoorty MAIN c, Coping Area: 4725 ft2 RESIDENCE pa..aw+oa.a 1 o Coping Materiat Brick,Gray,Stra... 4 d„w' I., o Height 30' tant=11191 fu Tile Lire 6'60' olio onp 4 t o Tale Material: Concrete,Light... 4 4_I e es Drains:2 suawoM v Interior Finist: Fool Itter'lors,.., 4 m.a.aae to 1__ 4-4 I w'aatm a Spillover Lengths): I la=a Spillover Mtrl: Lights: 1 a Exterior Facing: 148.5 f2 u Raised Beams: co Raised Beam Mtrt z Steps/Benches 3 DETACHED a Step Linear Ft: 44'11' GARAGE a Step Perimeter. 98'11' c, Step Area:56.21 ft` R,-y; a`m u Trim Tile:45'1"at+2' K, war'sMoo 0-eH.RE1- s Trim-le Material Ti:e Stone Ligh,... 4 a Concrete 14.5 yards'POOL EQUIPMENT w PLUMBING 3 Rebar. 21140'11 Rale:I/8'=I It ImageNAME: KING/t(Qnolpll ADDRESS:178 11TH Street CITY:Atlantic Beach STATE:FL PHONE: ZIP:32233 WORK: OW CELL: eCdl+. ,v.3. a_w.. > .-. , LOB#: 14- Company: Eathen Allen Pools&Spas Address:9957 Moorings Dr. City:Jacksonville State/Zip: FL, 32257 14*,"NiPhone:904-881-9455 t.• 'I••s.ate. Cell: 4. ate' 9, . Email:eathenallenbiz@gmail.com Ar 0•• Eao Alternate Contact: 904-881-0906 111id License#:CPC1457462 Untitled J Image c.OJ^t: 1 Perimeter 60' u Area: 200 ft' 0 Int Surface Area: 433.44 ftZ Covered Patio a Volume: 4,731 gallons ly`F Envelope:20'x 10' El cs Depths 5'6'to 3' IE . .xme/ wl.m. R M.rms r..° aa"""'. xy Q. Coping Interior.60'e... sew MAIN r 4 z Coping Area: 4725 ftZ RESIDENCE 1 c. Coping Materiat Brick,Gray,Stra... 4 0 init.it.... K o Height: 30' I Pool..ac.p.q °'°° c3 Tie Line: 6'60' aa.Only c9 Tile Material: Concrete,Lght.. 4 I Pl a 4Drains:2 sne aa a Interior Finish: Pool Interiors,... 4 a..rma°` u Spillover Length,sl:7 I, Fl C. Spillover.Mtrl: c+ Lights 1 cc 0 Exterior Facing: 1483 ft2 Cr Raised Beams: u Raised Beam Mtrt Steps/Benches 3 DETACHED Ca Step L near Ft 44'11'GARAGE 4 Step Perimeter: 98 11' I s Step Area:56.21 ftZ R_ Trim Tie: 45 1"at*2' et` -1 ' ..mr..y. i.,..--I u Trim Tie Material Tire,Stone Ligh... 4 POOL Face C+ Concrete 14.5yards' and PLUMBING u Reoar. 2140'111 Scale.I/8•• I rt NAME:KING /Or, UImage Eft ADDRESS:178 11Th Street an:Atlantic Beach STATE FL w- PHONE:ZIP:32233 WORK: CELL: 30B#: It lir Company: Eathen Allen Pools&Spas Address:9957 Moorings Dr. City:Jacksonville y; State/Zip: FL, 32257 atr..,., Phone:904-881-9455 to Cell: e..Email:eathenallenbiz@gmail.com 4 121 •Ea, '... 8 Sp, Alternate Contact: 904- 881-0906 11 License#:CPC1457462 MAP SHOWING A SPECIFIC PURPOSE SURVEY OF THE WEST 62.5 FEET OF LOTS 5 AND 6, BLOCK 40 MAYPORT TERMINAL COMPANY'S PLAT OF ATLANTIC BEACH A CUBDIVICION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 6, PAGE 1 OF THE PUBUC RECORDS OF DUVAL COUNTY, FLORIDA1 i TP 0' 20' ) 40' 60' INI Illi - rums immilm1imIIIMI 1111111111111111 SITE BENCHMARK YT I/a w00 Rte,0110 l]e• STREETY)L$6334 WOW 11TH133TaN.I2.7MOMY0ee) 6 40RIGHT-OF—WA Slade) a1 62.51. FIELD) Ly N t 83622'1° E 82.50' f ) mai, zeal a.71) goo: ; i:' .,erj ii iii Y rerOLE (1a.6, + 7) 19a ((Ia. 1 a.°°+ a. r. MYpt se.ver I 1 a.M (12.11 ' 0 U+-G I 5 8 fAl'vant r •Ft?a 1 ip q--g 1 8 C . (t 1.31'. I 1 12.4 a.s Covered RES ,70256 niAN ORRIS t O IIIL.:13 I c tD 1' O.RV.SO11 PAGE 513 f'1 r¢ ael lt Bt K 10 1 aa. to y900. 68u. 15,3a14' t _..-._ -- - 1 I ta.el IST 67 K .0 1IOtai) 5. LAt[[77 1 I C 11ryy FOS r`pp 'of 1 Z ,a.ct Ln 1 F W it+ y(141 U s e L ' 0.. (124) •O 3i. SCf asn eAel Scot 0 I , Pi PA91 iimat ....t A t6- oafi21 e1ra,ct caletor ea4 rt woo° ' .. • !/1- ai: SITE BENCHMARK Trt E „ •• p!K b i eC • 11 r 82 57' (FIELD) r SIT£ LOOM eV ill: 11466) . 1 62.50' (DEED)1 eeff&31I Sftte(toloy RE+ 1702S___..5 0000 /•- ILr r (i1'fCf F JOEL rl v i 1 N/ 692 l I oay. t4n14. PAS `b.I {,,s4.iv Elevations Mow+ hereon ore (NAVDae) and were atnb'lehed I r recahsr(Serial if 185270)andith a orang•oiducotray I REVISED 4-6-22 to show horizontal and vertical location of newly constructedpointsfor300 .pooh. (5 minute.).stem wall - concrete block foundation. LEGEND; KtyKar Consulting,LLC v eto aerr n,. " O FOUND IRON PIPE (AS NOTED) 0 FOUND IRON ROO (AS NOTED) 11407 SMITE BAY LANE s sEr 1/2'IRON ROD w/cAp GENERAL NOTES; JACKSONVILLE, 32225 904) soa-72zaOUOVERHEADUTILITYkarkaraonsulllnoelamall.com AAR.V. OFMpC OCOnati' LC1(UME 1,) This is a specific purpose surreLe 533 fVfi ,r Rally signedtoshowInvnorJZonltoneverticalN/F NOW OR FORMERLY fwe(Dlocationanewt' con lock ed r7 e I y ,1}- WOOD BOARD FENCE Stem Wall - concrete block0-- CHAIN UNK FENCE foundation. Det I rr r 102. No abstract abstracted of Title easements.Bre 6/.44-04'00In best determined from nonc 3. Not abstracted (or 4 CInspectiono111000InsuranceNote4. Bovis of Bearings: THE STATE PLANEMop: 12031C 0409 J GRID. piTCliALlonel mmoSurveySend Mapper. seedDoted11-02-2018,the lands/house 5.) All bearing. shown hereon are field /A In Slate of FloridasurveyedlieinZone "SHADED X . measured.No calculated angles were shown or reported on calculates'. Plot. Not valid erases Surveyors Official Seal I. .mboes.d haven. SCALE 1'-20' DATE;09/13/2021 FIELD BOOK 2 PAGE 13 DRAFTSMAN' RLL ORDER # CC 21--01 MAP SHOWING A SPECIFIC PURPOSE SURVEY OF THE WEST 62.5 FEET OF LOTS 5 AND 6, BLOCK 40 MAYPORT TERMINAL COMPANY'S PLAT OF ATLANTIC BEACH A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 6, PAGE 1 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA i 4141 %\ E 0' 20' 40' 60' ENiimm ism aim= SITE BENCHMARK SET 1/2•IRON ROD WRH CAP \ STREET 1.8 9334 KAYKMF1 WAY)ELEVATION.12.78(NAV088) a 40' RIGHT-0E-13.08) 12.93)8 .57' (FIEF) popOER 02.6) E DEED) POLE SND 1d2N83°22 1 62.5D' 412.93 FOUND 1/2 SON 1, E 12.92 i pE 12.7 IRON PIPE SANITARY FOUND 1 2• 112.71) -.ALT UNDER 12.92 c042.60( Hicii2oiloo: 01 2.81 6K±N ((12.7 siDEWAIx 12.57) -< (12.8) I 1.7) s gllo K -- E CORNER 1 POLE ' 0 9 SOUTH i NATTER 6'EAST 1 O 0 1 O I 02.40 (02.6) _ a cs O swotGcoln' r O u) µH0 N - 4 E II C .A(11.3. • 22.6' ttG 1 0-^ ( 72.4) 10.7' REQ 170258 0000 I Z. v .+ WrEST 62.5' 1.1'EASTEAST N/F JONATHANPAGE 673 I. O.R.V. 79391, I i VI FENCE CORNER0decoscREltLoaLOT6, CORNER EASBL tk 40 ) o n FDUNDA7WwµN1.15,32 BLOCK 40 '.4 EAST LOT 6 __.__ 1 73 Z 2.0' TOP Or w,V088) :Iv' I M p N(12.6) ,' 9 CE EAsr CORNER LOT SS BLOCK 40 I C w N 6FENCE I 1 r" I f i, k 9'EAST C•OORNER 11 s qa CORNER 0 22.3' 'Z '.1 EAST I 10. 7'Z 412.6) WEST 62.5' OF obi N (12.4) .•LOT 5, B1 OCK 40 O II Al co_ F 701257YpjG I CA O.R.V. 18491.PA2+ I rr 06:::-...::, 8,268 SGU OR LESS a cE CORNER FENCE p.14 ACRES.Y 5'WEST _- -- --.-ON UNE FENCE CORNER 6' WOOD FENCE FOUND 1/2• 0.6'NORTH g„ E' IRO8N 3672• , F 0. 2'EAST SITE BENCHMARK pp rOUND_ / 2 j1 B3°36'1 6'NORM SET NAILBAND PLASTICMDISK L • mom N N 1 NON.DN. w 62.57' (FIEF) D.r wFsr ELEVA11ON- 12.86(NAVD88) 1 62.50' (DEED) LOT 4, BLOCK 40 0 I REFI770255 0000 NJOEL CRAFORD 1p.R.V14, PAGEW89 Elevations shown hereon are (NAVD88) and were established II by occupying 3 control points with a Leica OSoeplue GNSS I REVISED 4-8-22 to show horizontal/F a. 150nd vertical loca2tion of newly constructed receiver (Serial # 185270) and recording sold control points for 300 epochs (5 minutes).I stem wall concrete block foundation.LEGEND; KayKer Consulting,LLC THIS e TO cm o WS INe wooer a As z,---e KayKerR! a,w iTO CET stylar rSUL uooe 1 E REMEs,'TA N Ittaror m nlC 1e moCNS orA1lpYhO AS amfaa QFOUNDIRONPIPE (AS NOTED) AVD sr mom sr 11E nue,saw aF PKO ew„ NS Q FOUND IRON ROD (AS NOTED) 11407 WHITE BAY LANE sumlwas Alto rN .IN aiwml a-1 n>rnraav JACKSONVILLE, FL 32225 ro °1 iLeo)S, iu 6COaE'0 SET 1/2" IRON ROD W/CAP GENERAL NOTES: 904) 508-7228 OU OVERHEAD UTILITY kaykarconsulNngOgmail.com O. R.V. OFFICIAL RECORDS VOLUME 1.) This is a specific purpose survey LB 8334 Mi .- 3 ' ;tally signed N F NOW OR FORMERLY to show the horizontalnelyand vertical F Aess heel D location of a newly constructed r' V ur.o 0- WOOD BOARD FENCE Stem Wall - concrete block el 0-- CHAIN LINK FENCE foundation. Dat 2. No abstract of Title furnished. s 0 • .10 As best determined from an 3. Not abstracted for easements. Bre :44-04'00'inspection of Flood Insurance Rate 4.5 Basis of Bearings: THE STATE PLANE MICHAEL D. BROWN P.L.S. NO. 5990 Map: 12031C 0409 J GRID. IN Professional Surveyor and Mapper Dated11-02-2018,the lands/house 5.) All bearings shown hereon are field lh In State of Florida surveyed lie in Zone "SHADED X . measured.No calculated angles were shown or reported on Record Plat. Not valid unless Surveyor's Official Seal Is embossed hereon.SCALE: 1"=20' DATE:09/13/2021 FIELD BOOK 2 PAGE 13 DRAFTSMAN• RLL ORDER # CC 21-01 i I' TDH Calculation Options ANSI/APSP/ICC Worksheet For each Pump)Swimming Pool Energy Efficiency Compliance Information Check one Note: These Requirements Apply ONLY to the.Filtration Pump0SimplifiedTotalDynamicHead (STD1i) Maximum Filtration Flow Rate CakutiationsCompleteSTDHWorksheet—Fill in all blanks Pool Water Voumey,131Tatal.Dvnamic Head (TDH)360= 131 gpm=filtration flow rate Complete Program or other talcs. Fill in Is there an Auxiliary load on the filtration pump?Yes NO X required blanks on worksheet&attach If so,what is the auxiliary flow rate qpm calculations Maximum Flow Rate ALLgpm(maximum auxiliar:.pool loads orMaximumFlowCapacitythefiltrationflowrate,whichever is greater.of the new or replacement pump Notes; The phml filtration flow rate shall not he greater tl'an the rate needed 1. If a variable speed pump is used,use the max to turn over the pool water volume in 6 hours or 36 gpm whichever is pump low in calculations greater. This means that for pools of less than 13000 gallons,the2. For side wall drains, use appropriate side wall pump shall he sized to hat's a flow rate of 36 gpm or less.drain flow as published by manufacturer 3. Insert manufacturer's name and approved Suction Pipe size @ 6 fps a inch maximum flow Return Pipe size @ 8 FPS c inch4. See installation instructions for number of ports to be used Filter Factors:(Cartridge.375)or(D.E 2)or(Sand 15) 5. In-Floor suction outlet cover/grate must 19./ - • 3 3s - 4 91 conform to most recent edition of ASME/ANSI flow rate) (filter factor) (minimum filter size) A112.19,8 and be embossed with that edition Filter Make/Size ?en"fair CC I0 approval 6. Pump,Filter and Heater make and model Backwash valve?Yes No k (if yes,must be 2 inch min) cannot change,and equipment location cannot Pump Selection from APSP database on Curve A(less than 17000 be move closer the pool without submitting a gallons)or C (greater than 17000 gallons)(circle one)revised plan and TDH calculation worksheet for annroval Model 14C/i7.1 a5 tri-;(u vs puii.p Flow Rate(low speed)33_gpm @ I50o rpm Velocity-Feet Per Second Flow Rate(high speed) (:).A___gpm 03YC0 rpm(not requiredPipeSize6FPS8FPS10FPS if no auxiliary load on filtration pump 1.5" 37 gpm 0.08' 50 gpm .14' 62 gpm .21' Pump Controls2" 62 gpm 0.06' 82 gpm .10" 103 gpm .16'2.5" 88 gpm 0.05' 117 gpm .08' 148 gpm .13' Standard time clock/2 speed time clock or other3" 136 gpm 0.04' 181 gpm .07' 227 gpm .10'4- 254 gpm u.ua' ' Sid gpm .05' 392 gpm .07' Ficutcr Mock' r f,errnti 6" 534 gpm 0.02' 712 gpm ' .03' Notes:suction piping in front ofpump inlet must be 4 pipe diameters in length. Must have 18"of straight pipe after the filter for solar. Date Swimming Pool Specifications for: Owner: 1' iA2,-Contractors Signature Address 11- o 11-6 s=ir ee f- Q ci A Wil.fileas.S City,State,Zip A-t-(an'&C f"3ea.clt , 3.1-a-53 Print Name CPC- I VS -qVO Certification Number 9o1- Sal - cvss Telephone Number ANSI/APSP-7,2006 Specifies three methods for determining the maximum system flow rate. The following simplified TDH calculation is one of the methods specified. Simplified Total Dynamic Head (TDH) Calculation Worksheet 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 4/53 X II. (i5. X 7.48 (gal./cubic foot) = Li, 7 3 / Surface Area) (Avg Depth) Volume In Gallons)2. Determine preferred Turnover Time in Hours: (0 X 60 (min/hour) = 31e15 Tours) TurnoverY3. Determine Max Flow Rate X31 Iia g JtvolumeinGallons) (Turnover in Min) (Pool Flow Rate) (System Flow Rate)4. Spa Jets: CilX (I GPM per jet=e flow rate No of jets) (Jet Flow) Total let Flow Rate) For Single Pump poovspa combo,use the higher of No. 3 or No.4 in the following calculations for the pool 8.,-Spa) Determine Pipe Sizes: Branch Piping to be 01 inch to keep velocity @ 6 fps max.at 4e. gpm Maximum System Flow Rate Suction Piping to be a inch to keep velocity @ 8 fps max.at __Rol- gpm Maximum System Flow Rate Return Piping to be o? inch to keep velocity @ 10 fps max.at)off gpm Maximum System Flow Rate Determine Simplified TDH: 1. Distance from pool,to pump in Ft: 495- 2.952. Friction loss(in suction pipe)in .2 inch pipe per 1 t. @ gpm= •IO (from pipe flow/friction loss chart) 3. Friction loss(in return pipe)in °R inch pipe per 1 t. @ gpm= .l@ (from pipe flow/friction loss chart) 4. t,5" x 16 cP. S- Length of Suction Pipe) (Ft of head/[ft of Pipe) TM{Suction Pipe) 5. aS x 1(e Y Length of Suction Pipc) (Ft of head/1 ft of Pipe) TDH Suction Pipe) Flow and Friction Loss Per Foot Schedule 40 pvc.Pipe) TDH in Piping iQ•s Filter loss in"TDH (from filter data sheet) Icottty-Feet Per SemM Pipe Stu 1 6FP5 ) 8Fvs 10 FPS Heater loss in TDH (from heater data sheet) i-5, 37 gpm 0.06' 50 pm .14' 62epm .u' Total all other loss I t1. I 672pn 0.06' 02 ppm .10•' 109 gpm .167' I /81 gen, °.os 117 gpm oa 140 gpm .15 Total Dynamic Head (TDH) 14.S3" , 136 tem 0.04' 181 Spm .07 227 pnn .10' Selected Pump and Main Drain Cover: Pump selection 1 f.'s 1?Saa ?Work rs lump using pump curve for TDH&System Flow RatePumpmodelandsizeinHP) I Main Drain Cover (AND 1 .3/y tea,?chi dram (System Flow Rate must not exceed approved cover flow rates)Pump model and size in HP) Notes: Minimum system flow based on minimum flow per skimmer of 35 gpm. Determine the Number and Type of Required in-floor Suction Outlets: Check all that apply) O F 3' —' O suction outlets @ gpm max. flow (see note 2) J O U 0 suction outlets @ gpm max. flow (see note 3) J j l channel drain @ gpm w/ ,sorts (see note 4) a r. Revision Request/Correction to Comments ALL INFORMATION HIGHLIGHTED IN i(1/. J\ i, City of Atlantic Beach Building Department GRAY IS REQUIRED. 800 Seminole Rd, Atlantic Beach, FL 32233 tea», n 122- 6°/S—Phone: (904) 247-5826 Email: Building-Dept@coab.us PERMIT#: Qv Revision to Issued Permit OR Corrections to Comments Date: L212-1-/Z-7.— Project Address: r 7c" `/ rl 54- ,A7L-leatlic et-r-(6A it 52Z.-_ _3 Contractor/Contact Name: 2 7} t„..),/1 ai-o-s E_L,-)Contact Phone:(C7D III -? S S Email: _, = p'" - Jimga I I eG / e •CLile., YG,- Z,d , , Description of Proposed Revision/Corrections:/° 00/ 0/1 iy (-Xitt/21- Ae -- 4/71. (--‘-'7'01er.-0-/ Ce/1/711 -k"1-' i-e r QCGLsA e es7 EO Z5 I Ar1d , n v, s 4'e 9 ,A 4.h,,f-I/1_, . 3\) 51- c10 fil l V A) ( ap RI b(1 )1 n-0 4-e e/c_ I fI . o://. aK-S affirm the revision/correction to comments is inclusive of the proposed changes. printed name) Wil .roposed revision/corrections add additional square footage to original submittal? n i o Yes (additional s.f. to be added: proposed revision/corrections add additional increase in building value to original submittal?iyN,o *Yes (additional increase in building value: $ ontrac .r must sign if increase in valuation) Signature of Contractor/Agent: Aill Office Use Only) Approved Denied Not Applicable to Department Permit Fee Due $ Revision/Plan Review Comments Department Review Required: Building Planning&Zoning Reviewed By Tree Administrator Public Works Public Utilities Public Safety Date Fire Services Updated 10/17/18 By Mike Jones at 3:47 pm, Jul 08, 2022 50.00 I 1 TH STREET` 0 Elevations shown hereon are (NAVD88) and were established Former.-Yb.Na 10 Cage 4Q' RIGHT-QF 13.03) by occupying 3 control pointe with a Leics GS08plue GLASS PRE DEVELOPMENT SITE INFORMATION FIELD) receiver (serial N 185270) and recording said control 5'Max urn 3 POr er Lb i 2.63)62.57.. 5 MELD)pointe for 300 epochs (5 minutes). LOT AREA 6,250 S0. FT. II 12.63) PI/E BUILDING AREA 1,543 S0. FT. II22' E 62.50' (DEED) FWND 1 z.N 63° ma 9FJ t 7 (t2.e3 APRo++ RaN CVRD. PATIO.325 SQ. FT.It I 12.E2) FWND i 2• 0231) .17" ( 12.7). 2 COW. Pg°14DENALI(GARAGE. 430 SQ. FT.II 12.51)1y87 • PPE •tai) (1271 GARAGE DRIVEWAY 223 S0. FT 12.7;4w/F0-MR jy7) GARAGE WALKWAY 75 SQ. FT. I .cq -RPRON 72• FRONT D.VV. APRON 20 S0. FTt2.' a 12.60) 1 12.e 7:'Ft ' , r FRONT WLKW APRON 10 SQ. FT 19'Yb.Driven I 12..4 ' O 0 GRAVEL DRIVEWAY 171 SQ. FT(100%PERVIOUS) 77' 1: Frt.:: II0 -. t1lsW R a pyAFWAY 1 o FRONT GRAVEL WALKW. 69 S0. FT(100%PERVIOUS) ELEVATION 12.46) (12.6) 12.4 U1o DECKS 476 SQ. FT(100%PERVIOUS) d a CO tab tZg.POOL 288 S0. FT. (50%PERVIOUS)LL d eDirectiona o co I tr.1 I TOTAL IMPERVIOUS AREA = 2,770 SQ. FT. o e und'ntLKDed Cr wnd L°` o O N(t2s) 13.0) t7- 2,770/6,250 = 44.3% 12.4) I I LOT AREA-TOTAL IMP. AREA = PERVIOUS AREA LL R e• ':1 11 f WKyD,PATIO I 6,250-2,770 = 3,480 S0. FT.a- 4. 171 12.6) 0 727}' EAST 62.5 40 NOTES 1. BOUNDARY SURVEY AND TOPOGRAPHIC INFORMATION i.,,NEW SFR 2_STORY BLOCK C"1 1 T F.E.- 13.27 t LOT 6, WAS PROVIDED BY KAYK AR CONSULTING, INC. crn m QI 2. ALL WORK WITHIN PUBLIC RIGHT OF WAY SHALL BE IN FABRIC ANCHOR DETAIL q Z I0(125) e.§ I AU STtR3UyCTURESEn _ r EAST 62.5 40 ACCORDANCE LOCAL ORDINANCES. Aa DOWN Ts I LOT 5, BLOCK 3. ALL STORM WATER ROOF RUN-OFF SHALL BE DIRECTED rat.G7 12.6) P006 II TO STORM WATER RESERVIOURS AND/OR R.O.W. Pah 11 % I 113.6) I 4. CONTRACTOR SHALL INSTALL GUTTERS FOR ROOF Tomer RUNOFF COLLECTION. GUTTERS SHALL BE CONNECTED 0 CJa I SW.R.2 .j 1 1 MelaMe110 n r- A I Z TO STORM WATER RESERVIORS. not s2. Second I j / I 5. CONTRACTOR SHALL INSTALL AND MAINTAIN SILT FENCE Fence 7 to r_f oo 4. 13.0 ///Lr P4.".' I p AS SHOWN IN DETAIL PROVIDED. 5 AXI I 1 ^4FA-F13BRIr{>:S taO--, W 6. ALL GRADING SHALL BE CONSTRUCTED TO PREVENT J STORMWATER RUN-OFF FROM IMPACTING ADJACENTa Z N - `/.:.i I coO PROPERTIES. second Find 12.6) --.1i ''(12.6) •(12.71 l 0 .. .I Pat Poet 1274) 7. MAXIMUM DRIVEWAY WIDTH WITHIN CITY R.O.W. IS 20' coi"e (A 2.6)11 . 8. EXIST. CONCRETE SIDEWALK MUST CONTINUE THROUGH W y ORivowAY 0 4A( NEW DRIVEWAY. O 12.4) 12.4) I SPLICE DETAIL-PLAN VIEW CA I o SWR,1 o I SILT FENCE NOTES: 1. TEMPORARY SILT FENCE SHALL BE INSTALLED PRIOR TO I (12.6). 1 n ANY GRADING WORK IN THE AREA TO BE PROTECTED. II L'L_17_ FENCE SHALL BE MAINTAINED THROUGHOUT THE P.L.CONSTRUCTION PERIOD AND REMOVED IN CONJUNCTION V\ a•/TlEK LOT 4, BLOCK 40 I ANDITH THE FINAL GRADING POP I AND SITE STABILIZATION. FEE.I. 2. FILTER FABRIC SHALL MEET THE REQUIREMENTS OF I I MATERIAL SPECIFICATION 592 GEOTEXTILE TABLE 1 OR 2, N B3°36'16° E I sFr PLAN CLASS L WITH EQUIVALENT OPENING SIZE OF AT LEAST 30 62.57 (FIELD) GRADE EL. _ FOR NONWOVEN AND 50 FOR WOVEN. 62.50' (DEED) T3. FENCE POSTS SHALL BE EITHER WOOD POST WITH A SW RESERII R I_._._._._ _ MINIMUM CROSS-SECTIONAL AREA OF 1.5" X 1.5" OR A I STANDARD STEEL POST.Y SOT. EL. (6" TO 12") 4. WHEN SPLICES ARE NECESSARY MAKE SPUCE AT POSTLEGENDF "" ACCORDING TO SPLICE DETAIL. PLACE THE END POST OFPRE-DEV.SPOT EL WATER RETENTION MUST BE 2' OR MORE FROM THE FRONT & REAR I THE SECOND FENCE INSIDEFIRSTENDPOSTOFTHE0ST Io' POST-DEV. GRADES FENCE.. ROTATE BOTH POSTS TOGETHER AT LEAST 180 PROPERTY UNE AND 5' OR MORE DEGREES TO CREATE A TIGHT SEAL WITH THE FABRIC SF-SILT FENCE FROM THE SIDE PROPERTY LINES MATERIAL. CUT THE FABRIC NEAR THE BOTTOM OF THETYPICALSWRESERVOIRSECTIONPOSTSTOACCOMMODATETHE6INCHFLAP. THEN DRIVE S1-DEV. FLOW PIN. c POST-DEV.N.T.S. BOTH POSTS AND BURY THE FLAP. COMPACT BACKFILL SCALE: 1" = 20' WELL. REVISIONS PROJECTA: 21-745 SHEET MARTIN ENGINEERING,LLC. N^ DATE DESCRIPTION APPROVED DRAINAGE PLAN/LOT GRADING DATE 11130121 THIS ITEM HASBEEN ELECTRONICALLY SIGNED AND SEAT-ED By KEVIN C. 450 STATE ROAD 13 N.,#106-38/ MTALIN.N ON• PRINTEDED CO IJACKSONVILLE,FL 32259 DRAWN DIGITAL SIGNATURE.PRINTED COPIESOT 11 MI 904-472-1459 DRAINAGE/LOT GRADING PLAN KCM OF THIS SIGNED ANDARE LEDCONSIDEREDREMUSTBDSERLED AND C_117811THSTREETDESIGNEDKC.M THE SIGNATUREELECTRONIC COPIESOPSIED ON ATLANTIC BEACH, FL 32233 ANY ELECT3oac FI CAM 32027 SCALE. AS SHOWN KF\-III t,In FTI"I r r. nT, T ILC.DRAWINGS.WRnEN MATERAL.AND DESIGN CONCEPTS SHALL NOT BE USED OR REPRODUCED IN WHOLE OR PART IN ANY FORM OR FORMAT w THOUI PRIOR n. • ]CENT FROM MARTIN ENGINEERING.:DO N NDIMENSONS ONLY.A NOT SHOWN VERIFY GORR,'DIMENSIOna WITH THE ENGINEER.CONI, City of Atlantic Beach-Drainage Calculations Provided Storage Reservior 1 Drainage Criteria Elevation Length Width Area Storage R3 7, 27 13 351 0 Section 24- 66 of the City of Atlantic Beach's Zoning,Subdivision,and Land Development Regulations I! 31 17 527 439 requires that the difference between pm and postdevelopment volume of stormwater runoff be stored on site.Volume of Runoff is defined as V=CAR/12 Reservlor 2 Elevation Length Width Area Storage R3 V=Volume of Runoff 1.' 26 1 26 0 C=Coefficent of Runoff a 30 5 150 ea C=0.6(50%max imperviousness),0.4(25%max imperviousness,C=0.2(0%imperviousness)) Reservior 3 A= Area of Lot(SQ-FT) Elevation Length Width Area Storage R3 124 13 9 111 0R=25yr/24hr rainfall depth(9.3 inches for Atlantic Beach) 12.9 16 12 192 77.25 Predevelopement Runoff Volume Reservior4 Lot Area(A) 6250 sqft Elevation Length Width Area Storage R3 12.4 13 11- 0 Rational Runoff Coefficent C 129 16 t.r 19, 77.25 e Area(sqft) Lot Area(sqft) "C,. WeightedT1rPq ) C,. Inground Stroage Area 1061 sqft Impervious C 6250 1 0.00 Depth to ESN Oft Pervious 625C 6250 0.2 0.20 Porosity 0.3 Runoff Coefficient C= 0. 20 inground Storage 1273 col>:r feet Rainfall Depth R 9.3 inches Required I reatment Volume= 1/1/ Provided Treatment Volume= 1955 Predevelopement Volume IV) 969 cubic ft Post Development Runoff Volume Lot Area(A) 6250 sqft Rational Runoff Coefficent C Type Area(sqft) Lot Area(sqft) "C" Weighted Impervious 2770 6250 1 0. 44 %Imp. 44.3°.A Pervious 3480 5250 0.2 0.11 Runoff Coefficient C= 0. 55 Rainfall Depth R 9.3 inches Post developement Volume(V) 2686 cubic f: Required Storage Volume Required Storage Volume-Postdevelopement R.V.-Predevelopement R.V. Postdevelopment Runoff Volume 2686 Predeveloment Runoff Volume 969 Required Storage Volume= 1717 REVISIONS PRD.IECTu 21.7a5 SHEETDRAINAGECRITERIADATE HIS ITEM HAS SEEN ELECTRONICALLY MARTIN ENGINEERING,LLC. Nv nnry ucsr RwnoD AaFaoveo SIGNED AND SEALEDSDKEVIN C.11']0']' MARTIN.PF ON')'6/7021 USING4SOSTATEROAD13N.,1106-397 DIGITAL SIGNATURE.PRINTED COPIES ACRSONVILLE,FL 12259 UMDRAWNKCMOFTHISDOCLNI ARE NOT 904-472-1459 DRAINAGE/LOT GRADING PLAN CONSIDERED SIGNED AND SP-Ai ED AND C-2Q17811THSTREETDESIGNEDKCMTHEsIGNArsREMUSTREVERIFIEDON ANT FIECT ROW COPIES ATLANTIC BEACH, FL 32233 FL CAD 32027 SOLE AS SHOWN KEVIN K MARTIN r'Ea'Ki59 AHD DFSrGN coy r. _. RECEIVED By Toni Gindlesperger at 1:58 pm,Dec 08, 2021 Sabo Structural Engineering 235 9TH AVE N, Jacksonville Beach, FL 1 904 712 5750 www.sabostructuraleng.com I chris@saboeng.com BUILDING DEPARTMENT 12.08.21 APPROVED Project Address: 178 11th St., Atlantic Beach, FL 32233 Re: Drainage Swales To whom it may concern, The purpose of this letter is to confirm that we have reviewed the drainage plan by Martin Engineering, dated 11.30.2021. We have determined that the locations of the drainage swales as shown will not affect the structural integrity of the foundation. The top of footings for the house and garage should be at elevation 12.0' NAVD and the bottom of the footings are at 11.0' NAVD Chris Sabourin, P.E. Sabo Structural Engineering, L. L.C. 11111N01111111111Nlpl1µ 111 t:111 1111 cr/3 IChi IN 461 • . s T OF se).* •'O&•OR10:7 ,,. H1/ 111111111111010 Page 1 of 1 Above Ground & In-ground Pumps Item #s 152601, 156578, 156579, 152716 & 156589 5718 52nd Street Kenosha WI 53144|Orders and Customer Care: 1-866-616-1270|Fax: 1-866-616-1271|HarrisPoolProducts.com To prevent potential injury and to avoid unnecessary service calls, read this manual carefully and completely. SAVE THIS INSTRUCTION MANUAL Use of appointed replacement parts voids warranty. ATTENTION INSTALLER – THIS MANUAL CONTAINS IMPORTANT INFORMATION ABOUT THE INSTALLATION, OPERATION, AND SAFE USE OF THIS PUMP THAT MUST BE PROVIDED TO THE END USER OF THIS PRODUCT. FAILURE TO READ AND FOLLOW ALL INSTRUCTIONS COULD RESULT IN SERIOUS INJURY. INSTALLATION, OPERATION & PARTS Above Ground Pump Item #s 152601, 156578 & 156579 In-ground Pump Item #s 152716 & 156589 By Toni Gindlesperger at 12:07 pm, Jun 27, 2022 JOB COPY [ RECEIVED___] 5718 52nd Street Kenosha WI 53144|Orders and Customer Care: 1-866-616-1270|Fax: 1-866-616-1271|HarrisPoolProducts.com • Allow adequate access for servicing pump and piping.Pipe Sizing Chart NOTE: It is recommended that a minimum length of piping, equivalent to 10 pipe diameters, be used between the pump suction inlet and any plumbing fittings. ▲WARNING Hazardous Pressure. Pumps, filters, and other equipment/ components of a swimming pool filtration system operate under pressure. Incorrectly installed and/or improperly tested filtration equipment and/or components may fail resulting in injury and/or property damage. 2. Plumbing: Use Teflon tape to seal threaded connections on molded plastic components. All plastic fittings must be new or thoroughly cleaned before use. NOTE: Do NOT use Plumber’s Pipe Dope as it may cause cracking of the plastic components. When applying Teflon tape to plastic threads, wrap the entire threaded portion of the male fitting with one to two layers of tape. Wind the tape clockwise as you face the open end of the fitting, beginning at the end of the fitting. The pump suction and outlet ports have molded-in thread stops. Do NOT attempt to force hose connector fitting past this stop. It is only necessary to tighten fittings enough to prevent leakage. Tighten fitting by hand and then use a tool to engage fitting an additional 1-1/2 turns. Use care when using Teflon tape as friction is reduced considerably. Do NOT over-tighten fitting or you may cause damage. If leaks occur, remove connector, clean off old Teflon tape, re-wrap with one to two additional layers of Teflon tape, and re-install connector. 3. Fittings: Fittings restrict flow. For better efficiency, use the fewest possible fittings (but at least two suction outlets). Avoid fittings that could cause an air trap. Pool and spa fittings MUST conform to the International Association of Plumbing and Mechanical Officials (IAPMO) standards. Use a non-entrapping suction fitting in pool (multiple drains) or double suction (skimmer and main drain). CHAPTER 3: ELECTRICAL 1. Ground and bond motor before connecting to electrical power supply. Failure to ground and bond pump motor can cause serious or fatal electrical shock hazard. 2. Do NOT ground to a gas supply line. 3. To avoid dangerous or fatal electrical shock, turn OFF power to motor before working on electrical connections. 4. Ground Fault Circuit Interrupter (GFCI) tripping indicates electrical problem. If GFCI trips and won’t reset, consult electrician to inspect and repair electrical system. ▲WARNING Fire Hazard. 5. Match supply voltage to motor nameplate voltage. Insure that the electrical supply available agrees with the motor’s voltage, phase, and cycle, and that the wire size is adequate for the H.P. (KW) rating and distance from the power source. NOTE: All electrical wiring MUST be performed by a licensed electrician, and MUST conform to local codes and NEC regulations. Use copper conductors only. 6. Voltage: Voltage at motor MUST NOT be more than 10% above or below motor name plate rated voltage, or motor may overheat, causing overload tripping and reduced component life. If voltage is less than 90% or more than 110% of rated voltage when motor is running at full load, consult Power Company. 7. Grounding and Bonding: Install, ground, bond, and wire motor in accordance with local or national electrical code requirements. Permanently ground motor. Use green ground terminal provided under motor canopy or access place; use size and type wire required by code. Connect motor ground terminal to electrical service ground. Bond motor to pool structure. Bonding will connect all metal parts within and around the pool with a continuous wire. Bonding reduces the risk of a current passing between bonded metal objects, which could potentially cause electrical shock if grounded MAXIMUM RECOMMENDED SYSTEM FLOW Pipe Size Flow Rate GPM [mm] [Liter/Min] 1 in. [32 mm] 20 GPM [75] 1-1/4 in. [40 mm] 30 GPM [110] 1-1/2 in. [50 mm] 45 GPM [170] 2 in. [63 mm] 80 GPM [300] 2-1/2 in. [75 mm] 110 GPM [415] 3 in. [90 mm] 160 GPM [600] MAX RATE FULL RATE 60 HZ 1PH HP KW HP KW Voltage Amps Wire - - 1/2 0.37 208-230 10A 14 AWG 115 15A 14 AWG 1 0.75 3/4 0.55 208-230 10A 14 AWG 115 15A 14 AWG 1-1/2 1.10 1 0.75 208-230 15A 14 AWG 115 20A 12 AWG JOB COPY 5718 52nd Street Kenosha WI 53144|Orders and Customer Care: 1-866-616-1270|Fax: 1-866-616-1271|HarrisPoolProducts.com C. Motor Hums, But Does NOT Start – Check For:1. Impeller jammed with debris. Solution: Have a qualified repair professional open the pump and remove the debris. D. Pump Won’t Prime, Check For: 1. Empty pump/strainer housing. Solution: Make sure pump/strainer housing is filled with water and cover O-Ring is clean. Ensure O-Ring is properly seated in the cover O-Ring groove. Ensure O-ring is lubricated and that strainer cover is locked firmly in position. Lubricant will help to create a tighter seal. 2. Loose connections on suction side. Solution: Tighten pipe/union connections. NOTE: Any self-priming pump will not prime if there are suction air leaks. Leaks will result in bubbles emanating from return fittings on pool wall. 3. Leaking O-ring or packing glands on valves. Solution: Tighten, repair, or replace valves. 4. Strainer basket or skimmer basket loaded with debris. Solution: Remove strainer housing cover or skimmer cover, clean basket, and refill strainer housing with water. Tighten cover. 5. Suction side clogged. Solution: Contact a qualified repair professional. Block off to determine if pump will develop a vacuum. You should have 5 in. to 6 in. of vacuum at the strainer cover (Only your pool dealer can confirm this with a vacuum gauge). You may be able to check by removing the skimmer basket and holding your hand over the bottom port with skimmer full and pump running. If no suction is felt, check for line blockage. a. If pump develops a vacuum, check for blocked suction line or dirty strainer basket. An air leak in the suction piping may be the cause. b. If pump does not develop a vacuum and pump has sufficient “priming water”: i. Re-check strainer housing cover and all threaded connections for suction leaks. Check if all system hose clamps are tight. ii. Check voltage to ensure that the motor is rotating at full RPM’s. iii. Open housing cover and check for clogging or obstruction in suction. Check impeller for debris. iv. Remove and replace shaft seal only if it is leaking. E. Low Flow – Generally, Check For: 1. Clogged or restricted strainer or suction line. Solution: Contact a qualified repair professional. 2. Undersized pool piping. Solution: Correct piping size. 3. Plugged or restricted discharge line of filter, valve partially closed (high gauge reading). Solution: Sand Filters: backwash as per manufacturer’s instructions; D.E. Filters: backwash as per manufacturer’s instructions; Cartridge Flters: clean or replace cartridge.4. Air leak in suction (bubbles issuing from return fittings). Solution: Re-tighten suction and discharge connections using Teflon tape. Inspect other plumbing connections and tighten as required.5. Plugged, restricted, or damaged impeller. Solution: Replace including new seal assembly. F. Noisy Pump – Check For: 1. Air leak in suction piping, cavitations caused by restricted or undersized suction line or leak at any joint, low water level in pool, and unrestricted discharge return lines. Solution: Correct suction condition or throttle return lines, if practical. Holding hand over return fitting will sometimes prove this point or putting in a smaller eyeball fitting. 2. Vibration due to improper mounting. Solution: Mount the pump on a level surface and secure the pump to the equipment pad. 3. Foreign matter in pump housing. Loose stones/ debris hitting impeller could be cause. Solution: Clean the pump housing. 4. Motor bearings noisy from normal wear, rust, overheating, or concentration of chemicals causing seal damage which will allow chlorinated water to seep into bearings, wiping out the grease and causing bearing to whine. Solution: All seal leaks should be replaced at once. CHAPTER 8: TECHNICAL DATA Pump performance table ITEM# HP VOLT AMPS MAX MAX (GPM) HEAD (ft) 152601 3/4 115 7.3 62 30 156578 1 115 9 75 38 156579 1.5 115 12 83 40 152716 1 115/230 11.5/5.7 83 15 156589 1.5 115/230 14.2/7.1 97 20 JOB COPY 5718 52nd Street Kenosha WI 53144|Orders and Customer Care: 1-866-616-1270|Fax: 1-866-616-1271|HarrisPoolProducts.com Above Ground Pump Item #s 152601, 156578 & 156579 In-ground Pump Item #s 152716 & 156589 25 inches 21 inches 6.5 inches Floor to Suction Port 12 inches Floor to Discharge Hose8 inches Floor to Suction Port 7.75 inches Floor to Discharge Hose JOB COPY PENTAIR.COM CLEAN & CLEAR® CARTRIDGE FILTER Crystal clarity with cartridge convenience. The Clean & Clear Filter combines top-end performance with low maintenance. This dependable design uses special fi lter elements to strip tiny particles as small as 20 microns from your pool water. (An average grain of beach sand is 1,000 microns!) Plus, cleaning is a breeze. Open the top, remove the cartridge, hose it off and the Clean & Clear Filter is ready to go again. We’ve maximized cartridge surface consistency to block and trap the maximum amount of solids. We also use the most durable materials to extend cartridge life. The Clean & Clear Filter will keep your pool sparkling day in and day out. CLEAN & CLEAR®♦PENTAIR JOB COPY 1620 Hawkins Ave | Sanford, NC 27330 | United States | 800.831.7133 | pentair.com All indicated Pentair trademarks and logos are property of Pentair Inc. or its global aliates in the U.S.A. and/or other countries. Third party registered and unregistered trademarks and logos are the property of their respective owners. P1-121 4/20 ©2020 Pentair. All Rights Reserved. CLEAN & CLEAR® CARTRIDGE FILTER * Required clearance to remove ﬁlter elements. KEY FEATURES Single-piece base and tank Constructed of ﬁberglass-reinforced polypropylene for strength, chemical resistance and maximum durability. High Flow™ Manual Air Relief Valve Valve with continuous internal air relief works to maintain optimum ﬁltration eciency at all times. 1 ½” drain cap and washout For quick and convenient maintenance and winterization. Innovative lock ring Requires only an easy half of a revolution for a leak-proof seal. Easy to remove and rinse cartridge 2" plumbing For maximum ﬂow. Locking ring Allows easy and quick access to cartridge and internal parts. Carefree by design. Like all Pentair cartridge ﬁlters, the Clean & Clear Filter features an easily cleaned cartridge for the ultimate in carefree pool ﬁltration. The ﬁberglass-reinforced tank halves are secured with a locking ring—just loosen the ring and remove the top half for easy cartridge access and rinsing. Filter maintenance doesn’t get any easier. Model Number FilterArea Sq. Ft.Vertical Clearance*Filter Diameter Flow RateGPM 8 hrs. 10 hrs. 12 hrs. CC 50 50 30" 15.5" 50 24,000 30,000 36,000 CC 75 75 39" 15.5" 75 36,000 45,000 54,000 CC 100 100 61"15.5" 100 48,000 60,000 72,000 CC 150 150 76" 15.5" 150 72,000 90,000 108,000 CC 200 200 76" 15.5" 150 72,000 90,000 108,000 Turnover Capacity (Gallons) The TradeGrade family of products is exclusively made for and sold by the world's most demanding pool professionals. ♦PENTAIR Certified to NSF/ANSI Standard 50 TRADEGRADE ® NOVA POOL DRAIN WITH SUMP25513-26X, 25513-4XX, 25513-5XX, 25513-6XX, 25515-5XX, 25516-26X25516-4XX, 25516-5XX, 25517-5XX, 25548-5XX IAPMO Listed VGBA Suction: Compliant to ANSI/APSP - 16 2017 & CPSC Requirements All Custom Molded Products main drains are listed and tested in strict accordance to the requirements of ANSI/APSP - 16 2017, the current standard of reference for the Virginia Graeme Baker Act, and compliant to the latest Consumer Product Safety Commission (CPSC) requirements. For Multiple Drain Use Only | Submerged | Cover Life: 7 Years | Floor or WallVGBA TESTED & CERTIFIED ANSI-APSP 16 | CPSC JOB COPY 4 B. SIZING & SPECIFICATION REFERENCE • Suction fitting configuration specific flow ratings MUST NOT be exceeded at any time the pool is open to bathers.• A system must install a suction fitting, or combination of multiple suctions, such that the resulting individual suction system flow rating is greater than the pumping system’s maximum system flow rate.• To reduce the risk of drowning from hair and body entrapment, install suction fittings with a marked flow rate in gallons per minute that exceeds the flow rate of your system by at least 25%. Increasing size of the pump may increase flow rate of suction beyond rated safety limits causing entrapment or death.• Any modification that increases the flow rate of the circulation system shall require reevaluation of the cover/grate and sump to ensure that the flow rating of the Suction Outlet Fitting Assembly is not exceeded.• The flow rating for pools with multiple, blockable SOFAs piped together in one body of water without isolation valves shall be determined by combining the flow rating of all SOFAs, minus the flow rating of one. If the flow ratings of all SOFAs are not equal, subtract the flow rating of the SOFA with the highest flow rating.• NOTICE: No modification shall be made to a SOFA structure or flow path unless the new configuration has been certified as new SOFA. TABLE 1: IAPMO LISTED MAX FLOW RATES PLUMBING SIZE PORTS FLOOR FLOW RATE WALL FLOW RATE 3"BOTTOM 184 GPM 128 GPM 3"SIDE 188 GPM 124 GPM 2.5"BOTTOM OR SIDE 156 GPM 124 GPM 2"BOTTOM 150 GPM 120 GPM 2"SIDE 124 GPM 1.5"BOTTOM OR SIDE 144 GPM 124 GPM FLOW RATE VERIFIED TO CPSC TEST PROTOCOL TABLE 2: SPECIFICATIONS PIPE SIZE 25513-5x - 2" FIP (ADAPTABLE TO 1.5") 25513-6x, 25516 - 2" SOCKET 25517, 25518 - 1.5" SOCKET × 2" SPIGOT 25513-2XX, 25516-2XX - 2.5" SOCKET 25513-4XX, 25513-3XX, 25516-4XX - 3" SOCKET DO NOT adapt suction fitting to any pipe size smaller than listed above. OPEN AREA 14.57in2 DRAIN COVER LIFE 7 Years. Replace drain cover and screws every seven years. SUMP BODY LIFE 30 Years • Multiple drain use ONLY • PVC Sump Body. Use PVC glue to attach plumbing fittings.• Floor or wall installation TOTAL HEAD LOSS (Feet of Head)0 1 2 3 4 5 7 6 0 20 40 60 80 100 120 140 160 180 200 FLOW RATE - 1.5in PIPE 2.31 4.38 6.75 1.13 0.36 JOB COPY I I I I 5 B. SIZING & SPECIFICATION REFERENCE TOTAL HEAD LOSS (Feet of Head)FLOW RATE - 2in PIPE 0 0.5 -0.5 1 1.5 2 2.5 3.5 3 0 20 40 60 80 100 120 140 160 180 200 -0.079 3.22 0.72 0.20 1.97 TOTAL HEAD LOSS (Feet of Head)FLOW RATE - 2.5in PIPE 0 0.2 -0.2 0.4 0.6 0.8 1 1.4 1.2 0 50 100 150 200 250 .03 1.45 0.38 0.18 0.88 TOTAL HEAD LOSS (Feet of Head)FLOW RATE - 3in PIPE 0 0.2 0.4 0.6 0.8 1 1.4 1.6 1.8 1.2 0 50 100 150 200 250 .55 1.84 0.89 0.72 1.34 HEAD LOSS CHARTS JOB COPY 7 C. INSTALLATION & MAINTENANCE SOFA components and fastener receptacles shall be clean and free of debris or obstructions during installation of cover/grate and fasteners. The use of adhesives or other attachment methods that prevent access to suction piping or SOFA components requiring periodic servicing is prohibited. Hand-check cover/grate for snugness to the sump/ frame after installation. MIN 3 FT OR DIFFERENT PLANES Gunite/ Shotcrete Earth/ Substrate Plaster/Pool Finish Threaded Plug IMAGE 1 - INSTALLATION (BOTTOM PORT SHOWN) JOB COPY Michael D Brown Digitally signed by Michael D Brown DN: c=US, o=Unaffiliated, ou=A01410D00000176F 6E6C10A00011C8A, cn=Michael D Brown Date: 2021.09.14 13:53:37 -04'00' By Toni Gindlesperger at 4:55 pm, Sep 23, 2021 By Mike Jones at 11:29 am, Jun 16, 2022 MAP SHOWING A SURVEY OF THE WEST 62.5 FEET OF LOTS 5 AND 6, BLOCK 40 MAYPORT TERMINAL COMPANY'S PLAT OF ATLANTIC BEACH A SUBDIVISION ACCORDING TO THE PLAT THEREOF RECORDED IN PLAT BOOK 6, PAGE 1 OF THE PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA N JOB COPY 0' 20' ~ 40' 60' L~=---=-=---=-=--I __ I SITE BENCHMARK SET 1/2" IRON ROD WITH CAP "LB 8334 KAYKAR" ELEVATION= 12. 78(NAVD88) SANITAR MANHO \ \"/ N [ REVIEWED 11 iH SiREE\) ( 40' RIGHT -OF-WA (13.08) (12.93) 62 57• (FIELD) 830 22•21" E . ' DEED) wooD poWER POLE FOUND 1/2" IRON PIPE UNDER SIDEWALK ------ FOUND 1/2" ---IR: ~IP~~ I -0 ~12:::::,6~-"::ll!Vl1' (12.4-8) (12, (12, ~iE3;;~•··}4'~CO~N~,9R~ETE§:~s~.~· ·j ·~· ~· ~·:·;~~;:n~,~ENrCE CORNER ·• · •. 0 • .(\;2.1 .· " 0.9' SOUTH r 2.6' EAST • WATER .· . • ·. •• .....- I I I 0 ,,...._ () (Jl l"'1 o_ ):> -;;oz G5 CD ~o IC Or ""r) l"'1 k< ~):> .._,, :;o 0 ~ N <J1 (12,6) .!::?, • • (12,6) (12.9) ::j METE~ .;cbNCR. O _. ~ '.i-'.i-: DRlvEW ~ g a>_ • ·;.··.· ~o • • o_ :,'L ET CE .1' ~<:a ~i; G6 .._,,, ENCE 1.1' EAST I I I I I I RE# 170256 O~~~IS I N/F JONAT9~AN p:GE 573 I o.R.V. 193 ' , I EAST L6a2c~ 40 I LOT 6, B ___ --; -------I -ENCEC ;NER EAST 62·5' 40 I .9' EAST LOT 5, BLOCK I *12· 26.0' " 18,2' PALM I I I I I I ] ... , N 'Z (12,6) ~ · • O ~ 0 (12~4) (12,6l 18,3' (12,6) • 12.7) • I (13.u) o (12.9) • A C /ft q WEST 52.5• 0~0 PALM ~ I I SITE BENCHMARK SET PK NAIL AND PLASTIC DISK ELEVATION= 12.86(NAVD88) 0 0 0 OU O.R.V. N/F ---er ---0-- 0 LEGEND: FOUND IRON PIPE (AS NOTED) FOUND IRON ROD (AS NOTED) SET 1/2" IRON ROD W/CAP OVERHEAD UTILITY OFFICIAL RECORDS VOLUME NOW OR FORMERLY WOOD BOARD FENCE CHAIN LINK FENCE As best determined from an inspection of Flood Insurance Rate Map: 12031C 0409 J Dated 11-02-2018, the lands/house surveyed lie in Zone "SHADED X". q b, 6 4, wooD fENCE LOT 5, BLOCK 4) (12.6) ~ l 0~ • ~ I I I u:i.:::!-o_ uJ C}\:: (12.4-) <12·4 REI# 1702~\ o~ii ·FEf'iCE coRNER R,flf8~ PAGEET2!~8-~ .6 NORTH O. 258 SQUARE FE OR i,ESS ------_j I I I I FENCE 6• ACRES, M?RE ON LINE Q.l~ (12.2) (12·5)- (12,4) (12.4-) FENCE --- FENCE CORNER 0.6' NORTH 0.2' EAST 6' wooD FOUND 112• " E IRON PIPE. 83°36'16 "LB 3672 ~2 .57• (FIELD) FENCE .6' NORTH 0.1' WEST 62.50' (DEED) JOB COPY OT 4 BLOCK 40 L # i10255 oooo RE OEL CRAWFORD N/F ~ 5014, PAGE 892 o.R.V. ---- \ [ RECEIVED l Elevations shown hereon are (NAVD88) and were established by occupying 3 control points with a Leica GS08plus GNSS receiver (Serial # 185270) and recording said control points for 300 epochs (5 minutes). KayKar Consulting, LLC 11407 WHITE BAY LANE JACKSONVILLE, FL 32225 (904) 508-7228 kaykarconsulting@gmail.com LB 8334 THIS IS TO CERTIFY THAT THIS SURVEY IS A TRUE REPRESENTATION OF AN ACTUAL FIELD SURVEY, MADE UNDER MY SUPERVISION AND IN ACCORDANCE WITH THE MINIMUM TECHNICAL STANDARDS, /oS Ol/TUNED AND SET FROTH BY THE FLORIDA BOARD OF PROFESSIONAL LAND SURVEYORS AND MAPPERS, IN CHAPTER 5J-17, (FORMERLY CHAPTER 61G17-6), FLORIDA ADMINISTRATIVE CODE, PURSUANT TO SECTION 472.027, FLORIDA STATUTES. GENERAL NOTES: 1.) This is a BOUNDARY, TOPOGRAPHIC, & TREE survey. 2.l No abstract of Title furnished. 3. Not abstracted for easements. 4. Basis of Bearings: THE STATE PLANE GRID. 5.) All bearings shown hereon are field measured. No calculated angles were shown or reported on Record Plat. I ·11· /111\\ MICHAEL D. BROWN P.L.S. NO. 6990 Professional Surveyor and Mapper State of Florida Not valid unless Surveyor's Official Seal is embossed hereon. SCALE: 1 "=20' DATE: 09/13/2021 FIELD BOOK 2 PAGE 13 DRAFTSMAN:~~R~L=L~_ ORDER # __ C_C_2_1_-_0_1 ____ _