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955 Sailfish Dr POOL23-0025 COAB Permit Form with ConditionsOWNER:ADDRESS:CITY:STATE:ZIP: FIGUEREDO JORGE 13221 SW 49TH ST MIAMI FL 33175 COMPANY:ADDRESS:CITY:STATE:ZIP: SUNSHINE POOL SERVICES OF NORTH FLORIDA 318 Milwaukee Avenue Orange Park FL 32073 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 171257 0000 ROYAL PALMS UNIT 01 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 955 SAILFISH DR SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $57500.00 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 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). 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: 10/16/2023 PERMIT NUMBER POOL23-0025 ISSUED: 10/16/2023 EXPIRES: 4/13/2024 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $312.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $156.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $7.02 STATE DCA SURCHARGE 455-0000-208-0600 0 $4.68 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $679.70 3 PUBLIC WORKS DUMPSTERS/ROLL-OFF CONTAINERS INFORMATIONAL Notes: Dumpsters and roll-off containers must be used in compliance with Section 16-8 and must comply with all standards, per City code. 4 PUBLIC WORKS RIGHT OF WAY RESTORATION INFORMATIONAL Notes: Full right-of-way restoration, including sod, is required. 5 PUBLIC WORKS CONSTRUCTION SITE MANAGEMENT INFORMATIONAL Notes: Provide construction site management plan, including location of silt fence, dumpster, portable toilet. Right-of-Way Permit is required if using right-of- way for construction parking. 6 PUBLIC WORKS GRASS INFORMATIONAL Notes: Full site to be grassed. 7 PUBLIC WORKS REVISION INFORMATIONAL Notes: Any plan change must be submitted as a Revision to the Building Department. 8 PUBLIC WORKS DEBRIS REMOVED INFORMATIONAL Notes: All construction debris must be removed from job site by Contractor. 9 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 10/16/2023 PERMIT NUMBER POOL23-0025 ISSUED: 10/16/2023 EXPIRES: 4/13/2024 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 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 SWIMMING POOL 955 SAILFISH DR SUNSHINE POOL SERVICES OF NORTH FLORIDA POOL23-0025 rst tJr, BUILDING PERMIT APPLICATION FOR INTERNAL OFFICE USE ONLY Cityof Atlantic Beach Building Department PERMIT I# cot_Z ` 00 800 Seminole Road,Atlantic Beach, FL 32233 ALL information required to process Phone: (904) 247-5826 Email: Building-Dept@coab.us Job Address 955 Sailfish Drive REP I 1125 1 - 0 Legal Description 30-60 17-2S-29E ROYAL PALMS UNIT I LOT 38 BLK 6 Valuation of Work(Replacement Cost) ji i`7 ctiC Heated/Cooled SF Non-Heated/Cooled SF Class of Work: New Addition Alteration Repair Move Demo ®Pool Window/Door Use of existing/proposed structure(s): Commercial vi Residential If an existing structure,is a fire sprinkler system installed?: Yes No Will tree(s)be removed in association with proposed project? Yes(Must submit separate Tree Removal Permit) isiNo Describe in detail the type of work to be performed: New shotcrete swimming pool Florida Product Approval# For multiple products use Product Approval Information Sheet) Property Owner Information Name Jorge Figueredo Phone Address 955 Sailfish Drive city Atlantic Beach State FL Zip 32233 Email firstclassturf@gmail.com Owner or Agent(If Agent, Power of Attorney or Agency Letter Required) Contractor Information Name of Company Sunshine Pool Services of North Florida,LLC Phone 904-318-8627 Address 318 Milwaukee Avenue City Orange Park State FL Zip 32224 Qualifying Agent Brent White State Certification/Registration# CPC1456759 Email kelli@ss-pools.com Job Site Contact Number 904-304-6908 Worker's Compensation Insurer yes OR Exempt Expiration Date I j 2—o Z.14- Architect's Name Email Phone Engineer's Name Nicholas Eckardt,P.E. Email nick@allaquaticengineering.com Phone (904)451-0630 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 os 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 YOU PAYING TWICE FOR IMP'OVEMENTS TO YOUR PROPERTY.IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN A TTO!''EY BEFO' _ ' 0 _ OTICE OF COMMENCEMENT. Signa re of Owner or Agent)Signature of Contractor) e- Signe• and sworn to(or affirmed)before me this i 5 day of Signed and sworn to(or affirmed)before me this I ( day of e1^Vgf , ' •s b J r e • trerlo n- JcJ , . • _ by_.. r'e-t- w Signature of Notary l Signature of Notary I Personally Know OR III Produced Identification personally Known OR [ I Produced Identification Type of Identification: VI, b Type of Identifi tr, nr, _ _ NidasalboarairdinahAllidhadbollime KELLI 8ROMMER HARGETT KELLI BROMMER HARGTf I f.= ' Notary Public-State of Florida NotaryPublic-State of Florida Commission 4 HH 246003I1 a", `_ Commission#HH 246003 ark? My Comm.Expires Mar 28,2026 or M1 My Comm.Expires Mar 28, 2026 ( Borded through National Notary Assn. I Bonded through Natioral Notary Assn. COPING ONLY POOL/No Dec Ing P= Pool setbacks measured to waters edge i PE= Pool Equipment setbacks measured to furthest projection Pool Certified alarms will be installed Silt fence will be installed 3 Pool = 10'x 20' 4o Pool Depth=4' a`Sunshine Pools j c, ry Date T sp 8J30/23 4-' 4 Zw< \'3344. o I a fie oF O^ L` Y` iy Y i Q v 1,I Co GICO mx• c Y m? a te \ Xi 0 C 41,- / i 0 4. ,' 3 4 lik6 6 c„-.7:, .,„c,_ ,...., ,, , 4 171-0 v A. Erosion control such as silt fence shall be pia.: ' t;e limits of construction- f Lrat..°4(4,„ 0.---.....i.„_ \ E: i g i5 activities and/or property line. S 1,?* e ;8 s I. B. Excavated material shall be removed fro 1Yi site. C. Existing/Engineered drainage patterns sh6l1 d!h altered wit thori•4:•: by the Engineer of Record or submission of a rev ngi$Bred a )it v signed and sealed).V s?,. D.Drains will be directed away from adjacent lots. P qb pi_Es S23.,....4",. J E.The applicant/owner/contractor shall immediately contact Co bl{, ading f3 417,--- ...5z o staff should modifications to the plan be required based on actual fie co ditions. 06"/ F. Retaining walls,roof gutters with underground drainage system may be required 2.3g based on actual field conditions. i G.Contractor shall be required to coordinate a lot grade inspection with County Staff prinr to p..rmit close nut and schedule a 904 inspection. Lot= 7,500 sf Building = 1,342 sf + Impervious = 714 sf + Proposed = 9sf(equipment pad only) = 27% POOL RECIRCULATION PUMP O Zodiac VSSHP270DV2a Nicholas W Eckhardt mmCMPChannelDrain25506W.F This item has been elecVonicafly IN p'.,- 5 signed and sealed by Nicholas W. L CU N c=—__sO'..'••• 5 A Eckhardt,P.E.on the Date and/or u- rri I. 69144 S Time Stamp shown,using a CI LL. a C. digital signature.Printed copies of c V l» e'. STATE O Q; this item are not considered I.L = rt, 9...,c p:'rv',: signed and sealed and the m N f » QR•' signature must be verified on any + Ln mithiiIsSONALEN'•'` electronic copy U n .'-, I » 2023.09.12 09:22:32-04'00' cu m c 1 » . .» O m L Q a gliiiiCNPOOLRECIRCULATIONFILTERj IIH E i 69144 4i.. +4•'SS/ANAL EN'a tx Minimum pipe size and velocity1111n Recirculation Pump' 9/ 12/2023 Pool L 4' g 4'2'•main drain suction @ 36 gpm-3.51 tt/s 11111111 ii. Area 212 sf 2"skimmer suction line @ 36 gpm-3.51 ft/s ALL AQUATIC Intl ..... 1.5"wall return lines @ 36 gpm=5.82 WS ENGINEERING Depth 4' 4 Volume 4,661 2"vacuum line @ 36 gpm =3.51 Ws d /A y\` Cs. CSCar!».FIG IW sa 7' ay. g CL Y.A\aTID... C.D....... Now F. I I. , Length 20' Vd Yd9 Rorie,ConMUU o1 CAM CS Camas.FA. 200Sp,I Width 10' it r Aaa.=4aPaa.,.2,D LAM LS G.vnw».14. 250 Sp II a, r»Olaa.IL vw2ua anonslake lsas Steps 3 land0E s 32.7 Skimmer 1 F la,am JCleanerLine1 ___ s Wall Returns 3 g i 1,1` t5. iI Lights 1 z $- ; z z Channel Drain 1 channel 2 s .t z 1 Equipment: R= 2'wall returns Pump 2.7 VS I."PIPE SIZES MINIMUM"LISTED MUST BE USED(MINIMUM SIZE),ANDJR L SIZES ARE DESIGNED TO NOT EXCEED THE FOLLOWING VELOCITIES: Filter cs 150 CL= 2"d--ner line 8FT/S PRESSURE SIDE OF SYSTEM Chlorination Tablet Figueredo i6FT/S SUCTION SIDE OF SYSTEM 2.REFER TO MANUFACTURER'S INSTRUCTIONS FOR PIPE SIZE Standard Time Clock 955 Sailfish Drive L=LED conduREQUIREMENTSANDCHANGETHESIZEASNEEDED,WHILE MEETING THE Atlantic Beach FL 32233MINIMUMSIZESINTHETABLEABOVE. 3.ALL PIPING TO BE SCHEDULE 40 MINIMUM RATING UNLESS OTHERWISE E. NOTED. S= skimmer 4.POOL EQUIPMENT PIPING SIZE TO MATCH THE EQUIPMENT J L k' 0 2CONNECTIONS,IN NO CASE SHALL THE EQUIPMENT PIPING TO BE LESS THAN 2"PIPE SIZE. 5.WALL AND FLOOR RECIRCULATION RETURNS,SPA JET LINES,AND ECLEANERUNESPENETRATIONSTHROUGHTHEPOOLORSPASTRUCTUREI SHALL BE 1.5"MINIMUM. 1.1 IZ) N 06. 1"CONDUIT TO BE PROVIDED FOR ALL LIGHT LOCATIONS(NOT SHOWN J.I. IN SCHEMATIC),SEE THE ELECTRICAL SHEET FOR ADDITIONAL LIGHTING J 1-- I , J I S 0 _DESIGN INFORMATION. V lel SCNo REFERENCE CODE STANDARDS te SeptScale THESE DRAWINGS HAVE PEEN DESIGNED TO 6E IN ACCORDANCE WITH THE FOLLOWING CODES: Date ep2023 FLORIDA NUL DING CODE 7TH EDITION,RESIDENTIAL PRIVATE SWNAIING POOLS 20171MTION-NATIONAL ELECTRIC CODE Sheet SM-1Na^,e 0 CD m ANSI/APSP 58,7,2013 Specifies three methods for determining the maximum system flow rate. TDH Calculation Options ANSI/APSP/ICC Worksheet CU rn The following simplified TDH calculation is one of the methods specified. L tU r For each Pump) Swimming Pool Energy Efficiency Compliance Information CD > rn Check one Note:These Requirements Apply ONLY to the Filtration Pump C:1 L.L.Simplified Total Dynamic Head(TDH)Calculation Worksheet r Simplified Total Dynamic Head(STDH) Maximum Filtration Flow Rate Calculations Complete STOH Worksheet-Fill in all Blanks L Determine Maximum System Flow Rate vCITotalDynamicHeadITDH) Pool Water Volume 4,661 /360=12.95 gpm=filtration flow rate U- co Minimum Flow Rate Required:35 gpm per skimmer(required:1 skimmer per 800 sq ft of surf.area) io v Complete Program or other tales.Fill in 4-a to c0 gal./cubic 4,661 required blanks on worksheet&attached Is there an Auxiliary load on the filtration pump?Yes NO X l.) cr1 . 1.Calculate Pool Volume 212 x 3 X 7.48 foot)= a) 'Err;Mae) Ix.a D.Plhl VoLrne a,Gaacm)calculations cC 0 Maximum Flow Capacity If so,what is the auxiliary flow rate 0 gpm 0 fOo 2.Determine preferred Turnover Time In Hours: 6 X60(min/hour)= 360 of the new or replacement pumpMemelturnoveralOn) P cement um L Q use 36) Maximum Flow Rate 36 gpm(maximum auxiliary pool a3.Determine Max Flow Rate 4,661 / 360 = 12.95 + 0 = 36 vwm.mGallons) iturnovef in Mini (RecncFknv) (Feat.crow) (TaYFk,nRe.) Notes: loads or the filtration flow rate,whichever is greater.) 1.If a variable speed pump is used,use the max Thepool filtration flow rate shall not begreater than the rate W 4.Spa Jets: 0 X 0 GPM per jet= 0 flow rate um flow In calculations. yt' y\ oENaa 'no of JCS) (Jet Flow) aemJN Flow Rate,pump needed to turn over the pool water volume in 6 hours or 36 gpm 2.For side wall drains,use appropriate side wall whichever is greater.This means that for pools of less than 59 For Singe Fawn poo;spa combo,use me higher of Bo.3 or No.a m the following ca'a i,tions for the cool&Spa) drain flow as published by manufacturer. 13,000 gallons,the pump shall be sized to have a flow rate of 36 STATE' Determine Pipe Sizes: 3.Insert manufacturer's name and approved gpm or less. H', x'gS 4pa1G•'smaximumflow. SrpNALE" Branch Piping to be 2 inch to keep velocity @ 6 fps max.at 36 gpm mak mum System Flow Cate 4.See installation instructions for number of Suction Pipe Size @ 6 fps 2 inch ports to be used. 9/12/2023 Suction Piping to be 2 inch to keep velocity @ 8 fps max.at 36 gpm Maximum System Flow Rate 5.In-Floor suction outlet cover/grate must Return pipe size @ 8 fps 1.b inch Return Piping to be 1.5 inch to keep velocity @ 10 fps max.at 36 gom Maximum System Fiow Rate conform to most recent edition of ASME/ANSI Filter Factors:(Cartridge.375)or(DE 2)or(Sand 15) ALL AQUATIC 4112.19.8 and be embossed with that edition ENGINEERING Determine Simplified TDH: approval. 36 / .375 = 96 L6.Pump,Filter,and Heater make and model (now rate) (filter factor) (minimum fixer sire) r j( E1.Distance from pool,to pump in Ft: 45 cannot change,and equipment location cannot rlwH,amnrn.or be moved closer to the pool without submitting Filter Make/Size .randy Zodiac CS150 Cartridge,150SF Avmom,n<.raen. 2.Friction loss(in suction pipe)in 2 inch pipe per 1 ft.@ gpm= .06 (from pipe now/friction loss chart) a revised plan and TDH calculation worksheet for MaLand 0 iia0'LakerLswse31z approval. Backwash valve?Yes_No X (If yes,must be 2 Inch min)uam,ranee...=am 3.Friction loss(in return pipe)In 1.5 inch pipe per 1 ft.@ gpm= .14 (from pipe now/friction loss chart) m 4. 66 _ Pump Seiction from APSP database on Curve A(Less than 17000 J 559 50g uemn msmn. x .06 3.96 gallons)or C(greater than 17,000 gallons)(circle one) 8 • IP,e j E iMerl (Rol Hea0M of DSP) Mal Solon Reel W yy a 5, 108 X .14 = 15.12 Model7odac VSSHP270DV?A 8. s 5 R n 1 MVO Or MNm Re.)' (Ft aH.+arh or ON) (UM Raton,Nal Tow Wan In Cameroon crwr h 1 TDH in Piping 19.08 Flow Rate(low speed) 36 gpm @ 2400 rpm Flow and Friction Loss Per Foot Filter loss in TDH(from filter data sheet) 2 N ti Schedule 40 pvc Pipe) Heater loss in TDH(from heater data sheet) 5 r no or ,.N ar. Total all other losses 2 Flow Rate(high speed) 36 gpm @ 2400 rpm mO t9. 1 e • •• a Velocity-Feet Per Second not required if no auxiliary load on filtration pump) ,• ;w Pipe Size 6 FPS 8 FPS 10 FPS Total Dynamic Head TDH 28.08 e•© 1.5" 37gpm .08' 50 gpm .14' 62gpm .21' Pump Controls MI 7ll=f , ••• IA,Y R. M oak.:2" 62 gpm 06 82 gpm 10' 103 gym .16' Standard time clock/2 speed time clock or other X mit-vial.,'.., 2.5" 88 gpm .05' 117 gpm .08' 148 gpm .13' Date 3" 136 gpm.04' 181 gpm .07' 227 gpm 10' 4" 234 gpm.03' 313 gym .05' 392 gpm 07' Heater Model None 6" 534 gpm.02' 712 gym 03' Notes:suction piping in front of pump inlet must be 4 pipe tildiametersinlength.Must have 18"straight pipe after the filter Selected Pump and Main Drain Cover: Signature Ye nt n ' T-aContractorsforsolar. r a) Pump selection Zodiac VSSHP270DV2A using pump curve for TDH&System Flow Rate Pump model and she in HP) Main Drain Cover CUP Channel (system Flow Rate-oil not exceed approved cover now rates) Print Name N INFORMATION'&. STATEMENT: U• f^_ C) Y THIS SHEET HAS BEEN COMPLETED BY t v model)ENGINEER AND IS BASED ON THE DRAWINGS PROVIDED BY t.__-id R " ea or ne we- A• .Notes:Minimum system flow based on minimum flow per skimmer of 35 gpm.THE BUILDER,ENGINEER HAS VERIFIED THE SIMPLE TOTAL e•••e to Certification Number DYNAMIC HEAD CALCULATIONS SHOWN THIS SHEET WITH Determine the Number and Type of Required In-Floor Suction Outlets: ENGINEER'S POOL CALCULATION PROGRAM.ENGINEER'S 5 .' CALCULATIONS COVER THE POOL RECIRCULATION,SPA JET 1 t" Checx all that apply)I FLOW,AND:OR FEATURE FLOWS,FOR SINGLE OR MULTIPLE i }r •.+- tics e No Scale 0 0.0- 3' -10 Suction Outlets @ gpm max.flow(see note) Telephone Number PUMP SYSTEMS.EACH PROJECT IS ENGINEERED SPECIFIC TO e• - ' rte-= "' ate Sept 2023 0 0 0 Suction Outlets @ gpm max,flow(see note 31 THE POOL SHOWN, non ree,wTCrn W4infVOE l-All:°iin rrtuoe, area Crs t I 1 32- Channel Drain @ 144 gpm w/ 2' ports(see note4)Gaceateso`WrneonnIN a Of MAI s..t JM-2a-e 0 a m Q) ry 0) N LLJ DECK(PAVER POOL BEAM THICKNESS P - vORCONCRETE) B" 1_ w I MO TYPICAL POOL WATERLINE as O1 MOW GSM b COPING >I y I Lail m 111=1111 ` 4) m c I'III I (2)A 3CONT.BOND BEAM Oco 11 p Q 3REBAR @12"OC Cl.. EACH WAY CONTINUOUS N POOL SHELL L- W e r 8 QENyr CONCRETE MIN.POOL WALL yy Es1fAII POOL SHELL THICKNESS g Y` ua TA/ 4 y STATE We( MN.POOL b'..<t RODP- 4 FLOOR SS/ONAt N?.THICKNESS N 2F-NERAL STRUCTURAL NOTATION' 9/12/2023 REBAR SIZING AS SNOINN HEREIN a RERAR ASTM ASIS GRADE 60 CONCRETE COVERAGE M REINFORCEMENT fa T IN FOOTINGS ALL AQUATIC T IN ALL OTHERS ENGINEERING a IK PSI PUMP GRADE CONCRETE READY MIX POOL WALL/FLOOR SECTION a MAX ENDS LAPPED 010 GAR DIAMETERS 12..c 1.. Mak,UrtMan of Araawnon 01100 7M1IAn<O L,h..Aao.0311 Laa 0 Nhn,FL SIMA AMyutQnp,wino.00a g 1i1g• DECK(PAVE N i q!OR CONCRETE)) WATERLINE Doma POOL BEAM THICKNESS B 2)N 3 CONT.BOND BEAM 1 111 TOP TOP STEP VARIES(SEE PLAN) B„4,41 WATERLINE I 1 =MIN. IIIE 2Dg o 1•0 m REBAR PLACEMENT z iSAME AS POOL WALL IYP) FLOOR SECTION E j64–STEP HEIGHTS b POOL TO BE UNIFORM 4_, RI STRUCTURE L MI b. D3REBAR @12' 4_,- OC EACH WAY U ++ CONTINUOUS IN c C) M 6. 0 o.POOL SHELL C N BENCH SECTION STAIRS SECTION sr.„ 1/2"=1" 1/2•m r 1,2 =r• IIL, Sept 2023 s"'etSM-3 VSFWP't$SL1v (New Pump Model) rn S C v.erle% Must purchase a JEP-R or IgPump01 If there is not automation No need for a timeclock for Balt(built In auxiliary) Dual Volta80 115(230 fir. t 'vr yr a t y t.i .k''" n av Y`n'" r'" y` n VS FloPro 1.85 HP Variable-Speed Pump,115/230 VAC, 2 Aux Relays,w/o ControllerorMrr: „, ` `' sqrk ° .• V5FHP1I6DV2A Partormanca Curv.s Features & Benefits YS T 1450 RPt.1 xa J X 1r i t AC4i n Y i "m s i rit yv 115/230 VAC 41-111^.`7,:' wK , ' Medium Head Pum n kp t 3000 RPM Two Auxiliary Relays Dry Contact Relay Control for old automation compatibility The pump will not de-rate at 3450 RPMS. This allows to the z 10o RPM to move the same amount &water at 115V/230V a 1730 RPM 1200 RPM10 600 RPM _` n 0 1,1 23 3) :) 5:v CO 70 EO 90 134 110 129 1N WO Flow Rata,Gallons Par Minute(GPM) CMP 32 " CHANNE V B - t DRAINS VGB-2008 CMP#25506-32X-000* COMPUAi'VT A. Read and keep these instructions for future reference. Always Plumb and instal ail suction fittings according to all building codes that apply in your area. WARNING:When using two or more suction fittings on a common suction line,sutons must be separated by a minimum of 3 ft or theymustbelocatedontwodifferentplanes(i.e.,one on floor and one on the wall). WARNING:DO NOT locate suction outlets on seating areas or on backrests for such seetino areas. The maximum flow rating for this suction fitting with the center port plugged and outer ports open is 308 GPM(Floor)and 212 GPM Wall)when using 2.5`plumbing and 268 GPM(Floor)and 192 GPM(Wall)when using 2;plumbing. The maximum flow rating forthissuctionfittingwiththeouterportspluggedandthecenterportopenis200GPM(Floor)and 168 GPM(Wall)when using 2.5' plumbing and 184 GPM(Floor)and 176 GPM(Wall)when using 2"plumbing. This suction fitting is designed for installation on side wail or floor of hot tubs or pools. DO NOT adapt suction fitting to any pipe se smaller than ASTM 2-SCH 40 PVC. Suction fitting and fasteners should be observed for damage or tampering before each use. Missing,broken,or cracked suction fittings shall be replaced before a""" mor"" a717----use.Loose suction fittings shall be reattached or replaced before use. I 'sceS^. ° ltSD "ai Mount suction fittings on the walls,in the foot wells of hot tubs or topools. Do not mount directly under seats. Follow all winterizing au D --- -1 eZV instructions and recommendations of your pool and spa professional. on.a. n.,: Open area of the suction cover is 38.79 in'. u,,,,. itToolsNeededPhillipsHeadScrewdrivera. 1 v . 1.50.ra. . D+.=..3 INSTALLATION INSTRUCTIONS Ivo t Install sump provided or construct sump per i1 i lig ANSi/APSP-16 Figure 2(see below) o 2. If mounting frame is provided,secure it in concretesGEIEOLLorplaster4r..Mich..m.0.a pba. 3. Use mountingscrews to secure cover to frame or sump. " a"'a '°a~""""` P w aaa+wr.rL.maaca.Ww MISIFOOOT Head Loss NOTE In the event that one suction outlet is completely ria x 10')F gr agsa. m+.x blocked,the remaining suction outlets)serving that system 40 MUST have a flow rating capable of the full flow of the pump(s) for the specific suction system. NOTE Increasing size of the pimp may increase flow rate of 20 suction beyond rated safety limits causing entrapment or death. CAUTION:Hair or body parts blocking the spa or pool suctions a so i60 240 320 may become trapped and he'd against the suction fitting.Flow(GPM) Entrapment against the suction fittings can result in drowning or other severe injury. Never sit on or lean up against suction fittings.Never exceed the maximum allowable flow rate stated REPLACEMENT PARTS Rotate at pars anninonthesuctionSiting. The suction fitting and fasteners should 25506-32X-000 25506-32X-100 7 installed yews orbeinspectedfordamageortamperingbeforeeachuseoftheimmediatelyapo„ facility. Missing broken,or cracked suction fittings shall be Cover 25506-32X-020 Cover 25506-32X-02D e;„ degradation replaced before using this facility. Loose suction fittings shall be ll 320-010 Frame 25506-320-110 or damage reattached or replaced before use of this facility. Plug 25520-050- 020 Screw 61008.042-022 Screw 61008-042-022 X CAN BE ANY DIGIT 0-9 TO Optional Debris Guard Optional Frame Support DENOTE COLOR 25506-320-030 25520-050-120 WARNINBC To reduce the risk of drowning from hair and body entrapment;install suction fittings with a marled flow rate in gallons per minute thatexceedstheflowrateofyoursystembyatleast25%. Always use multiple suction outlets. tf the fitting/cover breaks,s damaged,or is missing.shut thesystemdownimmediately. Do not use the system until damaged parts haw been replaced. WARN1/4Ge Keep hair and clothing a minimum of 12 Inches from alt suction fittings and drains at ail times.Parsons with tong hair should secure hair to aminimallengthorwearswimmingcap. Children should rimer be left unattended at any time In a swimming pool,spa,or bathtub. Be sure thetemperatureofthewaterneverexceedsthertlanufacturer's rammmandaticns. cid, CUSTOM MOLDED PRODUCTS 136 HERRING ROAD, NEWNAN, GA 30265 I WWW.0-M-PCOM TechnicalpeccsirandvefsiceraieFilters c - - I1II1. j'\T® Pro series byzoDLAc& 611 X i4'/,` 0 1460010.." MI WO II 1111111111111 ii 1.11 18'/` 1 , V Part No. Description Size Specifications and Dimensions,CS Series Filters CS10O CS Cartridge Filter 100 Sq. Ft. Model No. CS100 CS150 cs200 CS250 Filter Area 10o ft2 150 ft2 200 ft2 250 ft2 CS150 CS Cartridge Filter 150 Sq. Ft. Design Flow Rate 1 gpm/ft2 .85 gpm/ft2 . 625 gpm/ft2 .5 gpm/ft2CS200CSCartridgeFilter200Sq. Ft. Maximum Flow 100 gpm 125 gpm 125 gpm 125 gpmCS250CSCartridgeFilter250Sq. Ft.Six(6)Hour 36,000 45,000 gal- 45,000 45,000 gal-Capacity gallons Ions gallons Ions CS Filter Head Loss Curves Eight(8)Hour 48,000 60,000 gal- 60,000 60,000 gal-Ca ac' I p rtY gallons Ions gallons Ions Normal Start Up 1 Pressure 6-15 psi 6-15 psi 6-15 psi 6-15 psi 8. 3 Max.Working Pressure6 50 psi 50 psi 50 psi 50 psi Design Head Design Cartridges Loss Pressure Required 1 1 1 1 Dropfthead) 4 2 ( Psi) Shipping Weight 28 lbs. 28 lbs.34 lbs.36 lbs. Height('A') 32W 32W 42W' 421,4 2 1 -1 I I 0 I ; 0 0 30 60 90 120 CS150 Now Rate(gpm) CS200 CS250 CS100 www.ZodiacPoolSystems.corn 02011 Zodiac Pool Systems,Inc.SA6259 0611 f ZODIAC°is a registered trademark of Zodiac International,S.A.S.U., used under license. T- r ifGMEIQt1T C;LIS lath'?OnLrU.F.DFRJn a , WARNING Read BeforepOOIguardt : ;f_ You Buy W k 101460111%.101111110100"ftiON Poolguard Alarms: INGROUND POOL ALARM -MODEL PGRM-2PoolAlarm—Model PGRM-2 Pool Alarm—Model PGRM-SB Gate Alarm Door Alarms -NEW NSF Certified to ASTM F 2208-08"Door Alarm-DAPT-2 Sounds in 7 seconds) DoorAlarm-DAPT WT CI-( Sounds immediately) Model PGRM-2 Installation Video 1.-_ Other Information: l.,1!',' i rti Contact Us 9 Buy Poolguard ti F. Product Manuals News From Pool card1-;:' j t`t 1t Si I .4WarrantyRegistration µ {Model PGRM-2 Installation Video i k As Well As the states of CA,Model PGRM-SB Installation Video CT, FL,andTN t Detects Intruders Sits on Deck y f _ E .- Battery Powered 1.1r •Low Battery Indicator i ill P New Sensing Technology Easy to Use r 7:--,i47:-.,..,..:Completely Portable z•----- -••''''''-2'- 3... '^:'', - } Automatic Reset Affordable Price Important Safety Feature In House Remote Receiver Horns are 85 dB at 10 feet 14.'' POOLGUARD/PBM INDUSTRIES, INC. has been manufacturing pool alarms,door alarms,r ,-- and gate alarms since 3982 All Poolguard products are proudly Made in the USA.Poolguard Pool Alarms were tested and'Top1.-3. 4)?. Rated"by Good HousekeepingMagazine. s 1 _ Poolguard Pool Alarms have been Tested and Certified by NSF International to theASTMf r µ., Standard Safety Specification for Residential Pool Alarms.ASTM F 2208- 08.N 7.,,f R,J POOLGUARD IN GROUND POOL ALARM NSF CERTIFIED TO ASTM F 2208-08 NEW Weatherproof Design NEW Sensing Technology NEWMicroprocessorTechnology3 The Poolguard POOL ALARM, once installed in the pool, cannot be de-activated; it is always in the alarm ready mode. Tamper Proof:Poolguard POOL ALARM will sound an alarm whenremovedfromthepool. Sleep mode:when you would like to use your pool, simply remove thealarmfromthepoolandputitintosleepmode. Automatic Wake-up: The Poolguard Pool Alarm will automatically wakeupandrunasystemtestwheninstalledintothepool. The Poolguard Pool Alarm comes with an in-house remote receiver thathasarangeupto200ft., and comes with a 12 volt power supply.The Poolguard poolside alarm works on a 9-volt battery(not included);with a battery life of approximately one year. Audible low battery indicator at the poolside alarm is also indicated by theinhouseremotereceiver. New sensing technology provides less chance of false alarms due to wind, rain or small objects such as sticks or toys entering the water.Poolguard Pool Alarms have been tested and comply to the ASTMStandardSpecificationforPoolAlarmsASTMF2205, in a 16'x 32'pool.Poolguard Alarms can be used in pools up to 20'x 40'or 800 square feet.The Poolguard Pool Alarm can be used with a solar blanket.Most reliable, advanced,and affordable alarm available. Poolguard PGRM-2 is designed to detect intrusions similar to a one yearoldchild Inground Pool Alarm PDF manual All Products Proudly E 4p,) QE"lT11ECALL TOLL-FREE 4' 20'10'P/E 3x3 A. Erosion control such as silt fence shall be placed at the limits of construction activities and/or property line. B. Excavated material shall be removed from the site. C. Existing/Engineered drainage patterns shall not be altered without authorization by the Engineer of Record or submission of a revised engineered drainage plan (signed and sealed). D. Drains will be directed away from adjacent lots. E. The applicant/owner/contractor shall immediately contact County lot grading staff should modifications to the plan be required based on actual field conditions. F. Retaining walls, roof gutters with underground drainage system may be required based on actual field conditions. G. Contractor shall be required to coordinate a lot grade inspection with County Staff prior to permit close out and schedule a 904 inspection. P= Pool setbacks measured to waters edge PE= Pool Equipment setbacks measured to furthest projection Pool Certified alarms will be installed Silt fence will be installed Pool = 10' x 20' Pool Depth= 4' Sunshine Pools Date ____8/30/23________________ COPING ONLY POOL / No Decking P=P=P= PE= P= 7' 4"16' 5"25' 2 "11' 4"29' 5 " Scale : 1 / 3 2 " = 1 f t Lot= 7,500 sf Building = 1,342 sf + Impervious = 714 sf + Proposed = 9sf (equipment pad only) = 27%