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886 Ocean Blvd POOL21-0006 Swimming PoolOWNER:ADDRESS:CITY:STATE:ZIP: ADAM & JILLIAN EISEMAN 408 7TH ST JACKSONVILLE BEACH FL 32250 COMPANY:ADDRESS:CITY:STATE:ZIP: CROWN POOLS INC 3002 Philips Hwy JACKSONVILLE FL 32207 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170345-0050 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 886 OCEAN BLVD SWIMMING POOL SWIMMING POOL RESIDENTIAL SWIMMING POOL $100000.00 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: 4/19/2021 PERMIT NUMBER POOL21-0006 ISSUED: 4/19/2021 EXPIRES: 10/16/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING PERMIT 455-0000-322-1000 0 $480.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $7.95 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL: $1,014.88 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 DECKING REMOVED INFORMATIONAL Notes: All old decking and debris must be removed from job site by Contractor. 8 PUBLIC WORKS INFRASTRUCTURE INFORMATIONAL Notes: Any damage done to infrastructure must be repaired by Contractor. 2 of 2Issued Date: 4/19/2021 PERMIT NUMBER POOL21-0006 ISSUED: 4/19/2021 EXPIRES: 10/16/2021 SWIMMING POOL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $1,014.88 POOL21-0006 Address: 886 OCEAN BLVD APN: $1,014.88 BLDG SUBSEQUENT PLAN REVIEW FEES $75.00 BLDG 3RD PLAN REVIEW FEE 455-0000-322-1006 0 $75.00 BUILDING $480.00 BUILDING PERMIT 455-0000-322-1000 0 $480.00 BUILDING PLAN REVIEW $240.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $240.00 PUBLIC WORKS PLAN REVIEW $100.00 PW REVIEW RESIDENTIAL BLDG 001-0000-329-1004 0 $100.00 STATE SURCHARGES $19.88 STATE DBPR SURCHARGE 455-0000-208-0700 0 $11.93 STATE DCA SURCHARGE 455-0000-208-0600 0 $7.95 ZONING PLAN REVIEW $100.00 ZONING REVIEW SINGLE AND TWO FAMILY USES 001-0000-329-1003 0 $100.00 TOTAL FEES PAID BY RECEIPT: R15554 $1,014.88 Printed: Monday, April 19, 2021 1:10 PM Date Paid: Monday, April 19, 2021 Paid By: CROWN POOLS INC Pay Method: CREDIT CARD 445999402 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R15554 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 POOL21-0006 POOL21-0006not filed POOL21-0006 POOL21-0006 POOL21-0006 POOL21-0006 C ROWN POOL S, INC., 3002 P HI LI PS HW Y., JACKSON VIL LE FL 32207 Eiseman Residence 886 Ocean Blvd. Atlantic Beach, FL 32233 Type of Construction: In-Ground Swimming Pool 1. 36” x 24” Clearance Sheet / Drainage Plan 2. 11” x 17” Site Plan 3. APSP 4. TDH Worksheet 5. Main Drain Cut Sheet 6. Pool Pump Cut Sheet 7. Filter Cut Sheet 8. Gas Heater Cut Sheet 9. Pool Alarm Cut Sheet 10. Engineering: General note and details 11. Engineering: Structural details 12. Engineering: Suction outlet notes and details 13. Engineering: Electrical notes and details CROWN POOLS, INC., 3002 PHILIPS HWY., JACKSONVILLE FL 32207 Eiseman Residence 886 Ocean Blvd. Atlantic Beach, FL 32233 REVISION SUBMITTAL – 4/6/21 Type of Construction: In-Ground Swimming Pool 1. 36” x 24” Clearance Sheet / Drainage Plan 2. 11” x 17” Site Plan I M P E R V I O U S A R E A D A T A : T O T A L S I T E A R E A : 5 , 4 8 7 S Q F T H O U S E A R E A : 1 , 5 8 2 S Q F T G R A V E L D R I V E W A Y ( P E R V I O U S ) : 6 8 3 S Q F T F R O N T P O R C H : 2 2 4 S Q F T R E A R L A N A I : 2 1 6 S Q F T A / C / C O N C R E T E P A D A R E A S : 4 3 S Q F T P O O L D E C K A R E A : 2 2 8 S Q F T P O O L A R E A : 2 0 5 S Q F T S P A A R E A : 3 6 S Q F T * W A T E R C O U N T S 5 0 % T O W A R D S I M P E R V I O U S C A L C U L A T I O N S T O T A L I M P E R V I O U S A R E A : 2 , 4 1 4 ( 4 3 . 9 9 % ) 10 GRAPHIC SCALE05( IN FEET )1 inch = 10 ft.10 1 0 G R A P H I C S C A L E 0 5 ( I N F E E T ) 1 i n c h = 1 0 f t . P R O J E C T L O C A T I O N 1 0 V I C I N I T Y M A P N . T . S . P R O P O S E D S I T E S T A T I S T I C S P R O P O S E D D R Y R E T E N T I O N A R E A R I M = 1 2 . 2 B O T T O M = 1 1 . 7 R E Q U I R E D T R E A T M E N T V O L U M E = 1 , 5 2 5 C F P R O P O S E D T R E A T M E N T V O L U M E = 1 , 5 5 3 C F ( S E E A T T A C H E D D R A I N A G E C A L C U L A T I O N S ) 7.5'7.5' 1 4 " P A L M 1 4 " P A L M L E G E N D T R E E T O B E R E M O V E D T R E E P R O T E C T I O N B A R R I C A D E S I L T F E N C E CONCRETE PAD32"X32" A/CPAD (TYP. 3)PROPOSED 3 STORY RESIDENCE O P T I O N A L P O S T P O S I T I O N S GRAVEL DRIVEWAY I N D I C A T E S A R E A O F S I T E T O B E D I R E C T E D T O R E T E N T I O N A R E A V I A G U T T E R S A N D D O W N S P O U T S A N D G R A D I N G 2.66'16'7.5'2'5'7.5'8'X16'DUMPSTERPORT-O-LET P O S T ( 2 ' ' X 4 ' ' O R 2 1 / 2 ' ' M I N . D I A . W O O D - S T E E L 1 . 3 3 L B S / F T . M I N ) 6 ' M A X . P R O V I D E 4 " P V C R U N O F F P I P E W I T H P O P - U P D R A I N A T R I G H T O F W A Y P R I N C I P L E P O S T P O S I T I O N C O U N T E R 2 0 ° T O W A R D F L O W F I L T E R F A B R I C S I L T F L O W D R A I N A G E F L O W A R R O W S I L T F L O W 16'16'12'5.49' M A T C H E X I S T I N G G R A D E ( T Y P . ) CONSTRUCTION PARKINGWILL BE IN FRONT YARD S E C . 9 8 5 F D O T S P E C . ) C O N F O R M A N C E W I T H F I L T E R F A B R I C ( I N T Y P E I I I S I L T F E N C E D E T A I L N . T . S . N O T E : A F O U N D A T I O N S U R V E Y S H A L L B E P E R F O R M E D A N D A C O P Y O F T H E S U R V E Y S H A L L B E O N T H E S I T E F O R T H E B U I L D I N G I N S P E C T O R S U S E P R I O R T O F R A M I N G I N S P E C T I O N . D R A W I N G I N D E X S H E E T N U M B E R C O D E I N F O R M A T I O N B U I L D I N G C O D E : 2 0 1 7 F L O R I D A B U I L D I N G C O D E R E S I D E N T I A L 6 T H A D D I T I O N 2 0 1 7 F L O R I D A B U I L D I N G C O D E P L U M B I N G 2 0 1 7 F L O R I D A B U I L D I N G C O D E M E C H A N I C A L 2 0 1 1 N E C SITE AND CONSTRUCTION MANAGEMENT PLANSCALE: 1" = 10' D R A I N A G E A N D S E D I M E N T C O N T R O L P L A N S C A L E : 1 " = 1 0 ' C O N S T R U C T I O N T Y P E : O C C U P A N C Y C L A S S : C U R R E N T J A X B E A C H L A N D D E V E L O P M E N T C O D E 5 B R - 2 A 0 . 1 A 1 . 1 A 1 . 2 A 1 . 3 A 1 . 4 A 1 . 5 A 2 . 1 A 2 . 2 A 3 . 1 S I T E P L A N 1 S T A N D 2 N D L E V E L F L O O R P L A N S 3 R D L E V E L F L O O R P L A N 1 S T A N D 2 N D L E V E L E L E C T R I C P L A N S 3 R D L E V E L E L E C T R I C P L A N F O U N D A T I O N A N D R O O F P L A N S E L E V A T I O N S E L E V A T I O N S D E T A I L S H E E T S c a l e D a t e S h e e t J o b E I S E M A N 0 6 - 1 4 - 1 9 S H E E T N A M E A S S H O W N A 0 . 1 20.11'25.44'4.75'7.79'9'2'18'7.4'20'25.36' 3' OR MORE 12'' MIN. 8''15"TO18" No.Revisions 7 6 5 4 3 2 1 PER CITY OF ATLANTIC BEACH COMMENTS Date 05-08-20 By WES JWB CONSTRUCTION GROUP S 7563 Philips Highway, Suite 109 Jacksonville, FL 32256 (904) 677-6777 Shields CAD Services 1420 1st Street | Neptune Beach, FL 32266 Phone : (904) 241-1540 Website: www.scsjax.com | Email: billeshields@gmail.com PROPOSED 3 STORY RESIDENCE 886 OCEAN BLVD. | ATLANTIC BEACH, FL SITE PLAN R6'R6'R15' 2 0 ° 8'-5"30'-4"7'-8"3'-6"POOLEQUIPMENT ······ R E V I S I O N S S H E E T N O . C - 1 A / C A / C A / C 8 8 2 O C E A N B L V D ( L O T 5 ) F O R J W B C O N S T R U C T I O N G R O U P S I T E D R A I N A G E P L A N A L P H A S O U T H E A S T C . A . N O . 2 9 6 4 3 2 6 5 0 R O S S E L L E S T R E E T , S U I T E 2 A J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : ( 9 0 4 ) 5 5 1 - 4 9 4 5 8'7'IMPERVIOUS AREA DATA:TOTAL SITE AREA:5,502 SQ FTHOUSE AREA:1,581 SQ FTLANAI AREA:225 SQ FTFRONT PORCH: 224 SQ FTA/C / CONCRETE PAD AREAS: 56 SQ FTPOOL DECK AREA: 215 SQ FTPOOL AREA (@ 50%): 102.5 SQ FTSPA AREA (@ 50%):18 SQ FTDRIVEWAY APRON: 50 SQ FT*WATER COUNTS 50% TOWARDS IMPERVIOUS CALCULATIONSTOTAL IMPERVIOUS AREA: 2,471.5 (44.92%) 20'-3" 18" P O O L EQUI P M E N T PROUDLY MADE IN THE USA A Safe Drain is No Accident ™ P 877-768-2717 F 877-276-POOL Outside the US: P +1-805-620-5060 F +1-949-336-1940 info@aquastarpoolproducts.com www.aquastarpoolproducts.com VGB Series The AquaStar line of suction outlet covers, compliant with the Virginia Graeme-Baker Pool and Spa Safety Act (ANSI/APSP 16-2011 and NSF/ANSI 50-2009a) 32" Channel Drain Anti-Entrapment Suction Outlet Cover and PVC Three-Port Manufactured Sump Features For single or multiple drain use (see installation instructions for plumbing, hydrostatic valve/drain pipe and single or multi-pump connections) Single Floor: 236 GPM at 3.4 fps Wall: 136 GPM at 1.9 fps Floor/wall: 106 GPM at 1.5 fps Floor/wall: 70.4 GPM at 1.0 fps 22.6 square inch opening #316 stainless steel screws PVC sump (standard) Manufactured from superior UV-resistant engineered polymers Three ports: bottom 2½" OD, 2" ID S/S; inside 2" threaded FPT; two 2" threaded plugs included All components meet or exceed ANSI/APSP 16-2011 and NSF/ANSI 50-2009a national standards and ASTM G154 UV testing exposure Orange disposable plastic pre-gunite/ plaster insert keeps debris out and retains sump shape during construction Does not require use of transition glue Replace every five years from the date of installation 4 per case The Unblockable! With sump (concrete pools)Part # 32CDAVxxx Two drains in one! 4-11/32 5/16 32-19/32 3-27/32 5/16 1010 1. 32" three-port manufactured sump bucket 2. 32" anti-entrapment suction outlet cover 3. 32" channel drain, plaster shield 4. 2" NPT plug, qty 2 5. #10 x 3/4" flat head Phillips type-a screw, 316 ss, qty 16 2-1/2" spigot x 2" socket x 2" NPT 1 2 4 3 5 Also available as sump only p/n 32CDPxxx 4 per case Also available cover only without sump/frame p/n 32CDAVNFxxx 40 per case VGB 2008 Compliant 101 STANDARD COLORS 102 103 104 105 108 200 PU M P S - I N G R O U N D Ordering Information INTELLIPRO® VSF Refer to catalog page 48 for a selection of 2-Pole GFCI breakers which offer 6 milliamp personnel protection while meeting NEC 2008 Standards for Pool Pumps. Product Description Voltage Full Load Amps kW HP SF SFHP FREQ. Primary Listings and ÀÈïvÈ³®Ã4 Port Size (NPT) Carton Wt. (Lbs.) ,17(//,35296)9$5,$%/(63(('$1')/2:3803 013004 IntelliPro VSF 230 16 3.2 3 1.32 +]+]UL 1, NSF 2,APSP 3 2 in. x 2 in. 57 ACCESSORIES ,QWHOOL&RP5DWHG9'&ZLWKLQSXWV 1 350122 Communication Cable - 50 ft. - Included with pump 2 =Keypad Relocation Kit 2 IntelliPro VSF Pump HIGH PERFORMANCE PUMP Featured Highlights 1 µ8/¶LQGLFDWHVWKDWSXPSEHDUVDVSHFL¿F8/PDUNVLJQLI\LQJHYDOXDWLRQ to U.S. Standards UL1081 for Permanently Connected 6ZLPPLQJ3RRODQG6SD3XPSVDQGWR&DQDGLDQ6WDQGDUGV&$1&6$ C22.2 No. 108-01 Liquid Pumps For Swimming Pools Only (Enclosure 2 ‘NSF’ indicates that pump bears a mark signifying evaluation to NSF Standard 50 For Self-Priming Centrifugal Pumps For Swimming Pools Only. $363 3XPSKDVEHHQHYDOXDWHGWR$16,$363,&&DQG&DOLIRUQLD 7LWOHDQGLVFHUWL¿HGWRXVHRQ5HVLGHQWLDO6ZLPPLQJ3RRO)LOWUDWLRQ Systems. 4 Product may have been evaluated to other state and local regulatory VWDQGDUGV/LVWLQJVWDWXVPD\FKDQJH$OZD\VFRQ¿UPVWDWXVZLWK appropriate agency if in doubt. IntelliPro VSF pump is the first variable speed and ÀRZSXPSWKDWDGMXVWVWRFKDQJHVLQÀRZFRQGLWLRQVWR PDLQWDLQLWVSUHSURJUDPPHGÀRZUDWHWRUXQRSWLPDOO\ WKURXJKRXWWKHHQWLUH¿OWUDWLRQF\FOH,W VOLNHKDYLQJFUXLVH control for your pump. (LJKWSURJUDPPDEOHVSHHGRUÀRZVHWWLQJVDQGEXLOWLQ timer • Rotatable keypad with optional wall mount kit (sold VHSDUDWHO\ 7RSPRXQWHG¿HOGZLULQJFRPSDUWPHQWLVHDVLHUWRDFFHVV and connect • Totally enclosed fan-cooled design for increased performance and long life • Menus are easier than ever to use 3UHFLVHO\PDLQWDLQVV\VWHPÀRZUHTXLUHPHQWV • Compatible with Pentair Automation • WEF 6.6 THP This product may be protected by one or more of the following US Patents DQGDOOFRUUHVSRQGLQJIRUHLJQFRXQWHUSDUWV ''' 201 P U M P S - I N G R O U N D Dimensions and Performance See page 525 for replacement parts. INTELLIPRO® VSF HIGH PERFORMANCE PUMP (CONT’D) 291 11.4 274 10.8 95 3.7 664 26.1 362 14.2 371 14.6 249 9.8 435 17.1 114 4.5 177 7.0 0 10 20 30 40 50 60 70 80 90 100 0 20 40 60 80 100 120 140 160 180 Max. Speed @ 3450 rpm Speed 4 @ 3110 rpm Speed 3 @ 2350 rpm Speed 2 @ 1500 rpm Speed 1 @ 750 rpm OPERATING RANGE FOR FLOW CONTROL Volumetric Flow Rate in GPM To t a l D y n a m i c H e a d i n F t o f H 2 O SYSTEM;2'" M0DULAR MEDIA FILTERS PLM SIRIES FILIERS lr' ri-..t. i; . Typicat lnstattation - aboveground poo[s, inground poots, and inground hot tubs . Quatity Construction - Durabte two-piece tank housing constructed of rugged ABS thermoptastic to ensure a long-[asiing tank tife . EasyAccess - Posi-Ring@ Locking Ring provides fast access to tank interna[s . lnnovative Design - The innovative batanced ftow design first introduced with the System ! 3 Mod Media f itter is now avaitabte in the sma[er System:2 fitter, virtuatty maintenance-free operation for pools of atI sizes . Lour Maintenance - Comptete media coverage combined with shaltow pteats means greater dirt hotding capabitities, resutting in tonger fitter cyctes and tess cleaning . Large Drain Ptug - Fitter includes 2 in. NpT Drain ports, which are provided with reducer bushing and 1_l12in. drain ptug sta-Rite s modular media fittration is the perfect ma.tch for both the inground and aboveground pool markets. Advancesin media technoIogy and batanced f low design provide dirt-toading .upun-iL,,i.u up to 15 times greater than sand fittersof equivatent size VirtuaIiy rnarntenance-fre"e operation fortoday"s pooto;;;; The smalt diameterfootprint makes theSystem:2 filter a perfect fit for new and retrofit instaitations. Modutar Fitter Tanks a[[ows for quick change of filter medras without changing the tank. contemporary sty1e and mattebtack finish looks aitracrive in 3ny pooi serting. 0rderlng Information ffiProduct System:2 Moduiar Media Fitters PLM Series EJfective Filter Ftow RatedlArea l5q. r.t., GpM tsq. Ft.)Tank Pori Size Carto n Wt. ILbs.] PLM125 125 PLM150 150 PLM175 175 PLM200 200 PLM300 300 Based on NSF recomnrencied fiovr rate [or commerciat at sQ uare lool. Nole: No backwash valve reitutrerj. 47-125 56-i 50 66-'t50 75-1 50 I 13-150 i 4_36,000 I 7-45,000 20-54,000 24-54,000 27-5/+,000 41 -54.000 375 GPM per 18-48,000 22-60.000 2in. 41 2in. /,2 2in. 43 2 in. L4 Zin. L5 ?in. 53 23-60,000 2B-7s,000 27-72,000 34_90,000 31-72,000 39_90,000 36-72,0a0 45_?0.000 54-72,000 68_90.000 i'..j:Note: 0perating Limits - maximum continuai operating pressure ol50 PSl. Pooi/spa {baiherl appiications. maximum oO., riino rr.,",lempCr aiur0 I.n era31 r,11e,1 I0t.T ra0"Cl. PLM,I OO SYSTEM:2'" MCInULAR MEnIA FILTERg [COhlT'il] Pi I'1 SFRIFS IITTFRS P roduct Description 0rdering lnformation Carton lVt. {Lbs.} 27002-01 00s 27002-0 1 2sS 27002-01 50S 27002-0175S 2 7002- 0200 s 27002- 0300s u7B-820P 27001 - 01 305 100 Sq. Ft. Replacement ModuLe for PLI'4100 125 Sq. Ft. RepLacement Module for PLM125 150 Sq Ft. Reptacement Modute for PLM150 175 Sq. Ft- Reptacement Module for PLM175 200 Sq. Ft. RepLacement Module for PLM200 300 Sq. Ft. Reptacement Module for PLM 300 2in.x1-112 in. Pipe Reducer Bushing Spring Check Vatve i,} J ijj ..t" ts :.n 7-l - -1 ii I i rlil j i-- -'"*'-*-".-"-'^.'1 l PLM 1 t)(], PLM125. PLM150, PLM175, PLM 20O. PLT43OO 11 11.5 12 13 14 19 8 oz. 1 r.:r- i' !) I I 0,.rltil u ItT d .E o d 20 1B i6 iL '12 r0 B 6 1, 2 0 ALI dirnensions sirown in inches 0 r0 20 La 60 B0 100 120 Ftow Rate in Gattons per Minute MA, FLOW . lt ,/ tt r60 See page 371 f or replacem,.ni parts Get that warm-all-over feeling Max-E-Therm® Heaters for Pools and Spas by Sta-Rite Sure, a beautiful pool looks inviting, but its cold water can keep you high and dry. Which is why it pays to have a Max-E-Therm heater. After all, when the water’s just right, you maximize the enjoyment of your pool experience. The fast-heating Max-E-Therm heater makes your pool irresistible on cool nights. It also allows you to extend your pool season. Unlike other heaters, the Max-E-Therm heater offers you the latest advances from Sta-Rite®: a rustproof exterior, smart electronics and increased energy eff iciency. Whether you’re looking for quiet relaxation or wild fun, you’ll always enjoy your pool in the warm comfort of a Max-E-Therm heater. • High efficiency rating makes the Max-E-Therm heater extremely economical to operate. • Specially designed fueling and ignition process permits faster warming of your pool and spa. • Easy-to-read, conveniently positioned control panel is simple to program. • Dura-Glas® Housing will not corrode and stands tough against harsh weather. If you want that warm-all-over feeling, choose the Sta-Rite Max-E-Therm heater. It’s a better choice for a host of reasons. An Eco Select ® Brand Product The Eco Select brand identifies our “greenest” and most efficient equipment choices. Max-E-Therm heaters offer best-in-class energy efficiency.* Plus, they are certified for low NOx emissions, making them eco-friendly favorites. pumps / filters / heaters / heat pumps / automation / lighting / cleaners / sanitizers / water features / maintenance products www.staritepool.com Phone: 800-831-7133 6/15 Part # P1-720 ©2015 Pentair Water Pool and Spa, Inc. All rights reserved. The heat is on Designed for faster heat-ups—why wait to enjoy that soothing swim? A view from the top Top-mounted control panel has a large format digital display and 360-degree rotation in any direction for easy viewing Self diagnostics Control panel indicator lights pinpoint heater or system conditions, which can save money through faster troubleshooting (if required) Easy on the environment Certified for low NOx emissions and outperforms industry standards for air pollution exhaust Tough exterior Heater enclosure is made of Dura-Glas®, an exclusive Sta-Rite® thermoplastic resin that handles the heat and weathers the elements This heater is hot! Pool professionals will tell you the Max-E-Therm Heater is an industry favorite for heating pools and spas. Its sleek, contemporary styling offers pool owners an easy choice over the traditional-style heaters—those plain-looking, clunky metal boxes just waiting for the rust to set in. The perfect mix Is the toe test telling you the water could be a bit warmer ? No problem. The Max-E-Therm heater can quickly warm your pool or spa. A perfectly balanced mixture of fuel and air is ignited in the combustion chamber, which produces the optimal temperature for faster heating. Rated first in its class! If operating cost was holding you back on a heater, you can proceed with confidence—Max-E-Therm heaters have a best-in-class efficiency * rating. Available from: SCAQMD Pool Sizing** °F Temp. HEATER SIZE HEATER SIZE Change/ SR200NA/LP/HD SR333NA/LP/HD SR400NA/LP/HD SR200NA/LP/HD SR333NA/LP/HD SR400NA/LP/HD 24 Hrs. Pool Capacity in Gallons Pool Surface Area in Sq. Ft. at 5.5’ Depth 5 97,383 162,143 194,766 2,364 3,935 4,727 10 48,691 81,071 97,383 1,182 1,968 2,364 15 32,461 54,048 64,922 788 1,312 1,576 20 24,346 40,536 48,691 591 984 1,182 25 19,477 32,429 38,953 473 787 945 30 16,230 27,024 32,461 394 656 788 35 13,912 23,163 27,824 338 562 675 40 12,173 20,268 24,346 295 492 591 Spa Sizing** SPA VOLUME (Gallons) MODEL 200 300 400 500 600 700 800 900 1,000 Minutes for 30°F Temperature Rise (Heater Input in 1000 BTU/HR) SR200NA/LP/HD 18 27 35 44 53 62 71 80 89 SR333NA/LP/HD 11 16 21 27 32 37 43 48 53 SR400NA/LP/HD 9 13 18 22 27 31 35 40 44 Note –The chart is based on a 30°F (16.7°C) temperature rise, discounting losses and only based on heat required to raise temperature in minutes. **ASME models available. See your Pentair Aquatic Systems representative for details. *Standard and ASME Copper Heat Exchangers 84% eff icient. Heavy-Duty (HD) Cupro-Nickel Heat Exchangers 82% eff icient. Max-E-Therm® Heaters for Pools and Spas All Pentair trademarks and logos are owned by Pentair or one of its global affiliates. Max-E-Therm®, Sta-Rite®, Eco Select® and Dura-Glas® are trademarks and/or registered trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United States and/or other countries. Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice. Pentair is an equal opportunity employer. 3'-6" DEPTH 5'-6" DEPTH MOTORIZED SCREEN WALLS FIXED SCREEN WALL LANAI TO BE TOPPED WITH TRAVERTINE (225 SQ FT) 26' 30 ' 18 ' 12" 5' 15'3' AQUASTAR CHANNEL DRAIN 6' X 6' SPA: AT POOL ELEVATION (1) PENTAIR GLOBRITE LED SPA LIGHT (6) WATERWAY POLYSTORM JETS (1) AQUASTAR CHANNEL DRAIN (1) PENTAIR INTELLIBRITE COLOR LED POOL LIGHTS BENCH 18" X 6' X 18" DEPTH (2) 12" STEPS (2) BUBBLERS 3'20' FENCE LINE / PROPERTY LINE TRAVERTINE POOL DECK AREA (215 SQ FT)POOL EQUIPMENT A/C A/C A/C *WRITTEN DIMESNIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. *POOL EQUIPMENT SET AND PLUMBING RUN SUBJECT TO VARIATION PENDING UNFORSEEN SITE CONDITIONS. POOL AREA: 205 SQ FT POOL PERIMETER: 65 LN FT 3002 Phillips Highway Jacksonville, FL 32207 (904)858-4300 www.crownpoolsinc.com REVISIONS: NUMBER DETAILS DATE PROJECT INFORMATION DRAWING TITLE: POOL PLAN PROJECT: EISEMAN RESIDENCE 886 OCEAN BLVD. ATLANTIC BEACH, FL 32233 SHEET: 1 OF 1 SCALE: 18"=1' DATE: 02.02.21 DRAWN BY: LBB SPA AREA: 36 SQ FT POOL DECK AREA: 215 SQ FT NOTES: 1. POOL BEAM TO BE 10" THICK 2. SPA BEAM TO BE 12" THICK 3. SAFETY NOTE: POOL TO BE ENCLOSED BY SCREEN ENCLOSURE. GATE LATCH TO BE AT 54". ALL GATES TO BE SELF CLOSING, SELF LATCHING. POOL TO HAVE DECK ALARM. LANAI AREA: 225 SQ FT #1 UPDATE CLEARANCE SHEET AND AREAS 03.16.21 #2 UPDATE CLEARANCE SHEET AND POOL EQUIPMENT 04.02.21 4/4/12 ANSI/APSP/ICC-‐ 15 Standard Writing Committee Form 1 of 2 1. _________ gallons ___ 2. _________ gpm ___ 3. _________ gpm ___ 4. _________ gpm ___ 5a. _________ inches ___ 5b. _________ inches ___ 5c. _________ inches ___ 5d. _________ inches ___ 6a. ___________________ 6b. _________ sq. ft.___ 7. _________ inches ___ Table 1 8a. ________________ 8b. _________ gpm ___ ___ a. Pump model b. Pump flow (§5.3.2.1, 5.3.2.2: Applicable Curve A or C gpm flow listed in database) d. Minimum return branch pipe diameter (Calculate: Item 4. ______(gpm) ÷ Branch Pipes ______(quantity) = branch flow rate _______(gpm). Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than the calculated return branch flow rate.) 6. §5.4.1: Filter type and size: a. Filter type: (Cartridge, DE, Sand) b. Minimum filter area (Calculate: item 4. _______(gpm) ÷ filter factor ________) Filter factors: Cartridge=0.375, Sand=15, Diatomaceous Earth=2 7. §5.4.2: Backwash valve: ____Yes, ____No? (When using a backwash valve, enter result of item 5c or 2 inches whichever is larger) 8. Pump selection: §5.3.2.1: Pools 17,000 gallons or less, select pump* from the database with a Curve-‐A gpm flow equal to item 2 or less. §5.3.2.2: Pools 17,001 gallons or more, select pump* from the database with a Curve-‐C gpm flow equal to item 2 or less. *Multi-‐ speed pumps must have one speed listed that satisfies this requirement. 3. §5.2.2: Auxiliary Pool Load: ____Yes, ____No? (Enter the highest “auxiliary pool load” to be powered by the swimming pool filtration pump. Do not add auxiliary pool load flow rates together, only the highest is used.) 4. Calculated maximum flow rate (Item 2 or item 3, whichever is larger.) 5. §5.5.1: Pipe sizing: a. Minimum suction pipe diameter (Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than item 4.) b. Minimum suction branch pipe diameter (Calculate: Item 4. ______(gpm) ÷ Branch Pipes ______(quantity) = branch flow rate _______(gpm). Enter the smallest pipe size from Table 1 with a 6 fps flow capacity the same or more than the calculated suction branch flow rate.) c. Minimum return pipe diameter (Enter the smallest pipe size from Table 1 with a 8 fps flow capacity the same or more than item 4.) OWNER:CONTRACTOR PHONE: DATE: This information sheet was prepared by the APSP-‐15 Residential Swimming Pool and Spa Energy Efficiency Standard Writing Committee of the Association of Pool and Spa Professionals (APSP). It is not part of the American National Standard ANSI/APSP/ICC-‐15 2011 but is included for information only. Contractors should acquire and comply with the ANSI/APSP/ICC-‐15 2011 standard which can be purchased at www.apsp.org. 1. §5.2.1: Calculated pool volume a. Gallons: ___________ ; or b. Calculated Gallons: ________(surface area) X ________ (average depth) X 7.48 (gal/ft^3) = _________ 2. §5.2.1: Calculated maximum filtration flow rate (Pool volume ÷ 360 or 36gpm whichever is larger) ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS PROJECT NAME: AND ADDRESS CONTRACTOR NAME AND ADDRESS: Pipe Size: 1.5" 2" 2.5" 3" 3.5" 4" 5" 6" Nominal GPM @ 6 fps 38 63 90 138 185 238 374 540 Nominal GPM @ 8 fps 51 84 119 184 247 317 499 720 4/4/12 ANSI/APSP/ICC-‐ 15 Standard Writing Committee Form 2 of 2 Component Section Check 4.4.1.1 4.4.1.2 4.3.1.3 4.3.2 5.1.1 5.3.1 5.3.3 5.3.4 5.5.2 5.5.3 5.5.6 Pool systems Pool filter pump listed in database Pool filter pump with total horsepower 1.0 or more is multi-‐speed Multi-‐speed pump controller programmed to default to the filtration flow rate when no auxiliary pool loads are operating within 24 hours and programmed with temporary override capability for servicing. Single-‐speed pump controller capable of operating pump during off-‐peak electric demand. Pipe before pump has at least 4 diameters of straight pipe. System installed with solar, or setup for the future addition of solar heating equipment by installing 18 inches of horizontal or vertical pipe after the filter and before a heater, or built-‐in or built-‐up connections, or dedicated pipe to and from the pool. Directional inlets for mixing pool water. ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE INFORMATION FOR RESIDENTIAL SWIMMING POOLS Requirements Heaters Heater has no pilot light Readily accessible on-‐off switch mounted outside of the heater No electric resistance heating unless for inground spa with tight fitting cover with R-‐6 insulation, or for pool with 60% of documented pool heating from on-‐site solar or recovered energy. Heater efficiency: gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0 3'-6" DEPTH 5'-6" DEPTH MOTORIZED SCREEN WALLS FIXED SCREEN WALL LANAI TO BE TOPPED WITH TRAVERTINE (216 SQ FT) 26' 30 ' 18 ' 12" 5' 15'3' AQUASTAR CHANNEL DRAIN 6' X 6' SPA: AT POOL ELEVATION (1) PENTAIR GLOBRITE LED SPA LIGHT (6) WATERWAY POLYSTORM JETS (1) AQUASTAR CHANNEL DRAIN (1) PENTAIR INTELLIBRITE COLOR LED POOL LIGHTS BENCH 18" X 6' X 18" DEPTH (2) 12" STEPS (2) BUBBLERS 3'20' POOL EQUIPMENT FENCE LINE / PROPERTY LINE TRAVERTINE POOL DECK AREA (228 SQ FT) *WRITTEN DIMESNIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. *POOL EQUIPMENT SET AND PLUMBING RUN SUBJECT TO VARIATION PENDING UNFORSEEN SITE CONDITIONS. POOL AREA: 205 SQ FT POOL PERIMETER: 65 LN FT 3002 Phillips Highway Jacksonville, FL 32207 (904)858-4300 www.crownpoolsinc.com REVISIONS: NUMBER DETAILS DATE PROJECT INFORMATION DRAWING TITLE: POOL PLAN PROJECT: EISEMAN RESIDENCE 886 OCEAN BLVD. ATLANTIC BEACH, FL 32233 SHEET: 1 OF 1 SCALE: 18"=1' DATE: 02.02.21 DRAWN BY: LBB SPA AREA: 36 SQ FT POOL DECK AREA: 228 SQ FT NOTES: 1. POOL BEAM TO BE 10" THICK 2. SPA BEAM TO BE 12" THICK 3. SAFETY NOTE: POOL TO BE ENCLOSED BY SCREEN ENCLOSURE. GATE LATCH TO BE AT 54". ALL GATES TO BE SELF CLOSING, SELF LATCHING. POOL TO HAVE DECK ALARM. LANAI AREA: 216 SQ FT - ~Wllrt1l1lrt1l1llllf'i)~1P©>©>i :ElI1Ilt'JlI'gy Efffi~HI!:H11«;y iC@rt1l1l[pillalll1l«;®ilf'i)f(i)lrrma~ll(i)l1l1l DeterminePipe Sizes: NOlIE: These Requirements Apply ONLY to the Filtration Pump Branch Piping to be §inch to keep """r@ 6 ·f",max.at §..,'-""''''' Trunk, Skimmer &inch to keep velocity @ B fps rnax.• ',pm Sy,". "" ""ANS~/APSp/~C(-15zma Suction Piping to be ~iow Calculations Return Piping to be inch to keep velocity @ Ips max. at gpm System Flow Rate. Pool water volume +360 =__ gpm -this is the calculated flow rate Note: for pools under 13,000 gals.the calculated flow rate or 36 gpm whichever is greater =the filtration flow rate Pump Selection as Listed on Curve A or C (circle one) Is there an Auxiliary load on the filtration pump? Yes __No __ If so, what is the calculated auxiliary flow rate __ gpm Filtrationpump I I Maximum Flow Rate __gpm Flow Rate (low speed)__gpm @ rpm. Main Drain Cover I I Minimum suction side pipe size @ 6 fps __in.Minimum suction side branch pipe size @ 6 fps __in.Determine the Numberand Type of Required In-FloorSuclion Outlets: (Make and Model) Minimum return side pipe size @ 8 fps __in.Minimum return side branch pipe size @ 8 fps __in.f-'-Check all that apply. D @ 31 (\"@ 21 I suction outlets @ I I gpmmax.flow." 101 I 31 I suction outlets @ 1 I gpm max.flowDetennlneFilter Size: D @ @ @ FilterFactors(GPM/SF): D Cartridge (0.375) DOE (2.(j!D Sand (15)I I channel drain @ I Igpmw/ DportsDII FilterSize:I =I I(FlowR.te)(Filter Facl)(Filler Size)T((j)~~~~ead ~n F~@ftt((j)iW~rSO@61lC~3lllrtt Flow and Friction Loss Per Foot , {Filter Make and Model)Inches Mercury (Vacuum Gauge)Schedule 40 PVC Pipe 0 2 4 6 8 10 12 14 16 18 Ve!ocIty·Feet Per Second Pump Controls 0 0.0 2.3 4.5 6.8 9.0 11.3 13.6 15.6 18.1 20.3 Pipe Size 6fps Sfps 10fps 1 2.3 4.6 6.8 9.\11.4 13.6 15.9 18.1 20.4 22.7 1"16gpm 0.14'21gpm 0.23'28gpm 0.35' Filtration pump has no auxiliary load -standard time clock __2 4.6 6.9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 1.5"37 pm 0.06'50gpm 0.14' 82gpm 0.21' Filtration pump with auxiliary load - Control model for low speed default within 24 hr.3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 2"62gpm 0.06' 82gorn 0.10'l00gpm 0.16' 4 9.2 11.5 13.8 16.0 18.3 20.5 22.8 2.5"88gpm 0.05'117gpm 0.09'146gpm 0.13'25.1 27.3 29.6 5 11.5 13.6 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 3'136gpm 0.04'181gpm 0.67'227gpm 0.10' 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 4'2M.pm 0.03'313gpm 0.05'392gpm 0.07' Heater Model 7 16.2 16.4 20.7 23.0 25.2 27.5 29.7 32.0 34.3 36.5 6"534gpm O.OZ 712gom 0.03' Gas Heater efficiency rating (No Pilot Light)8 16.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.6 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36.6 38.9 41.1 TOH Calculation Options Heat Pump efficiency C.O.P. 10 23.1 25.4 27.6 29.9 32.1 34.4 36.7 38.9 41.2 43.4 For each pump11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 412 43.5 45.8 12 27.7 30.0 32.2 34.5 36.8 39.0 41.3 43.6 45.8 48.1 ~Checkone. :a;-13 30.0 32.3 34.6 36.6 39.1 41.3 43.6 45.9 48.1 50.4 D Simplified Total DynamicHead(STOH)CI)14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7.::Jro 15 34.8 38.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 Complete STDH Worksheet -Fill in all blanks.(!)e!16 37.0 39.2 41.5 43.7 46.0 48.3 50.5 52B 55.0 57.3 ANSi 5 8&A~S~7J (oMpliancce Wl!)rrk Sheet ::J 17 39.3 41.5 43.8 46.1 46.3 50.6 52.6 55.1 57.4 59.6 D Total Dynamic Head(TOH)'"DetermineSimplifiedTOH:'"18 41.6 43.8 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 Complete Program or othercales.Fill in required blanks one! ""'- 19 43.9 46.2 48.4 50.7 52.9 55.2 57.4 59.7 62.0 64.2 worksheet & attachcalculations. 1.Distancefrom poolto pump in feet:u;20 46.2 48.5 50.7 53.0 55.2 57.5 69.8 62.0 64.3 66.6n,2\48.6 50.8 53.0 55.3 57.6 59.8 62.1 84.3 66.6 88.9 D Maximum Flow Capacity 2.Frielionloss(in suctionpipe)in Inchpipeper1fl.@ gpm=(frompipeRow/frlelionlosschart)22 50.8 53.\55.3 57.6 59.9 62.1 64.4 68.6 68.9 71.2 of the new or replacementpump. 23 53.1 55.4 57.7 59.9 62.2 64.4 66.7 89.0 71.2 73.5 3.Frictionloss(inretumpipe)in Inchpipeper1ft.@ gpm=(frompipeflow/frictionlosschart)24 55.4 57.7 60.0 6~2 64.5 66.7 69.0 71.3 73.5 75.6 ~..~, 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 76.1 26 60.1 52.3 64Ji 66.8 69.1 71.4 73.6 75.9 76.1 60.4 27 62.4 64.5 66.9 69.2 71.4 73.7 75.9 78.2 80.5 :;1TDHinPiping:28 64.7 68.9 69.2 71.5 73.7 76.0 78.2 60.5 82.8 OWm~R' 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 89.3 71.6 73.8 76.1 78.3 80.6 82.9 Dale DetennineSimplifiedTOH \_ 85.1 87.4 89.6Filter/ HeaterlossinTDH 31 71.8 73.9 76.1 78.4 80.7 82.9 85.2 87.4 69.7 92.0 . 32 73.9 76.2 78.4 60.7 83.0 85.2 87.5 69.7 92.0 94.3 4.x =Allotherlosses 33 76.2 76.5 80.7 83.0 65.3 87.5 69.8 92.0 94.3 98.6 ConlmclorsSlgnalure (length of suet Pipe)(FIof haadil ft 01P~e)(TOH Suet Pipe)34 78.5 80.6 83.1 85.3 87.6 69.6 92.1 94.4 96.6 98.9 5.x =TotalDynamicHead(TDH):I I 35 80.9 83.1 85.4 87.6 69.9 92.2 94.4 96.7 98.9 101.2 • (lan9~ of R.lum Pipe)(FI01 head/l ft 01Pipe)(TOHRelum Pip.) Contraclors Cert. No, 'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TOH.Scale:NoneContractors Tetept\one No. ······ R E V I S I O N S S H E E T N O . C - 1 A / C A / C A / C 8 8 2 O C E A N B L V D ( L O T 5 ) F O R J W B C O N S T R U C T I O N G R O U P S I T E D R A I N A G E P L A N A L P H A S O U T H E A S T C . A . N O . 2 9 6 4 3 2 6 5 0 R O S S E L L E S T R E E T , S U I T E 2 A J A C K S O N V I L L E , F L O R I D A 3 2 2 0 4 P H O N E : ( 9 0 4 ) 5 5 1 - 4 9 4 5 8'7'IMPERVIOUS AREA DATA:TOTAL SITE AREA:5,502 SQ FTHOUSE AREA:1,581 SQ FTLANAI AREA:225 SQ FTFRONT PORCH: 224 SQ FTA/C / CONCRETE PAD AREAS: 56 SQ FTPOOL DECK AREA: 215 SQ FTPOOL AREA (@ 50%): 102.5 SQ FTSPA AREA (@ 50%):18 SQ FTDRIVEWAY APRON: 50 SQ FT*WATER COUNTS 50% TOWARDS IMPERVIOUS CALCULATIONSTOTAL IMPERVIOUS AREA: 2,471.5 (44.92%) 20'-3" 3'-6" DEPTH 5'-6" DEPTH MOTORIZED SCREEN WALLS FIXED SCREEN WALL LANAI TO BE TOPPED WITH TRAVERTINE (225 SQ FT) 26' 30 ' 18 ' 12" 5' 15'3' AQUASTAR CHANNEL DRAIN 6' X 6' SPA: AT POOL ELEVATION (1) PENTAIR GLOBRITE LED SPA LIGHT (6) WATERWAY POLYSTORM JETS (1) AQUASTAR CHANNEL DRAIN (1) PENTAIR INTELLIBRITE COLOR LED POOL LIGHTS BENCH 18" X 6' X 18" DEPTH (2) 12" STEPS (2) BUBBLERS 3'20' POOL EQUIPMENT FENCE LINE / PROPERTY LINE TRAVERTINE POOL DECK AREA (215 SQ FT) *WRITTEN DIMESNIONS ON THESE DRAWINGS SHALL HAVE PRECEDENCE OVER SCALE DIMENSIONS. *POOL EQUIPMENT SET AND PLUMBING RUN SUBJECT TO VARIATION PENDING UNFORSEEN SITE CONDITIONS. POOL AREA: 205 SQ FT POOL PERIMETER: 65 LN FT 3002 Phillips Highway Jacksonville, FL 32207 (904)858-4300 www.crownpoolsinc.com REVISIONS: NUMBER DETAILS DATE PROJECT INFORMATION DRAWING TITLE: POOL PLAN PROJECT: EISEMAN RESIDENCE 886 OCEAN BLVD. ATLANTIC BEACH, FL 32233 SHEET: 1 OF 1 SCALE: 18"=1' DATE: 02.02.21 DRAWN BY: LBB SPA AREA: 36 SQ FT POOL DECK AREA: 215 SQ FT NOTES: 1. POOL BEAM TO BE 10" THICK 2. SPA BEAM TO BE 12" THICK 3. SAFETY NOTE: POOL TO BE ENCLOSED BY SCREEN ENCLOSURE. GATE LATCH TO BE AT 54". ALL GATES TO BE SELF CLOSING, SELF LATCHING. POOL TO HAVE DECK ALARM. LANAI AREA: 225 SQ FT #1 UPDATE CLEARANCE SHEET AND AREAS 03.16.21