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Home My WebLink AboutPlot Plans SurveyAC A/C ACRE AIR CONDITIONER ALUM ALUMINUM AMC ANCHOR Lt AF'PRO% APPROXIMATE E AVE AVEMJ NRG BEARING BUE BLOCK BLVD BOULEVARD BLDG BUILDING BM BENCHMARK - CATV CABLE TELEVISION BOX MIN. SE C CALCULATED CB CATCH BASIN FRONT_, A CENTRAL ANGLE SIDES CUF CHAPUE+K FENCE __- Gm warm CNR SIGi CORO CONS REAR CBS CONC. BLOCK S11RUCIIKE - CM CONCRETE MONUMENT ZNG CNR GOULDNOT READ TECH. OPP CONCRETE POWER PCLE COB CORNER COV COVERED CHIP CORRUGATED METAL PPE CVG G17NO MTE VALLEY GRTER D DEED D/F DRANFIELD CE DRAINAGE EASEMENT DRAINAGE FLOW ESIT EASEMENT EOC EDGE OF CONCRETE EOP EDGE OF PAVEMENT EOW EDGE OF WATER EM EIPCTRIC METER ES ELECTRIC SERVICE EIEV ELEVATITION ENCL ENCLOSURE X 17.00 EXISTING ELEVATION FT FEET F FIELD MEASUREMENT FNC FENCE FIFE FINISHED FLOOR ELEVATION FH FIRE HYDRANT FPL FLORIDA POWER & LIGHT END FOUND GOVT GOVERNMENT HSE HOUSE I & E INGRESS & EGRESS EASEMENT NV DART IS RON BAR IP RON PIPE IB t C IRON BAR & CAP IP & C RON PIPE & CAP L ARC LENGTH LE LANDSCAPE EASEMENT LB LICENSED BUSINESS NUMBER LP LIGHT POLE M & W MAGI NAIL & WASHER HAG NAG VIAL ME MAINTENANCE EASEMENT l MH _ MANHOLE MHWI_ MEAN HIGH WATER LINE MF METAL FENCE N t TT MAIL & TN TAD N t W VIAL & WASHER NAVD NORTH AAEtICAN VERTICAL DATUMN NGVD NATIONAL GEODETIC VERTICAL DATUM I NO ID NO IDENTIFICATION NTS NOT TO SCALE HAD NORTH AMERICAN DATUM ORB OFFICIAL RECORD BOOK O/S OFFSET CHEW OVERHEAD WIRE PG PAGE PK PARKER-KAL.GN HAL PH & TT PARKER-KALCH MAIL. & TN TAB W & W PARKER-KALON VIAL t WASHER PVWr PAVEMENT -- PEEN PERMANENT REFERENCE MONUMENT _ - P_ PLAY ____ PB PCC PLATBOCK FONT OF COMPOUND GRVATIRE 28.00' PC PONT OF CURVATURE R PONT OF INTERSECTION POO POPE OF BECINNNG PCC POINT OF COMMENCEMENT POE POINT OF ENCROACHMENT PRC POINT OF REVERSE OURVATURE PT POINT OF TANGENCY o PP POWER POLE PUE PRIVATE UTILITY EAS.NFNT PLS PROFES90NIL W81 SURVEYOR L PROPERTY LINE IW.OS' PROP PROPOSED 0 17.00 PROPOSD ELEVATION o PRO PRORATED R RADIUS BAD RADIAL - RRS RAILROAD SPIKE RNG RANGE RLS REGISTERED LAND SURVEYOR RCP RONPACED CONCRETE PIPE R/W RIGHT OF WAY SS SANITARY SEWER SECT SECTION SET I.B. SET 5/8 RON BAR & CAP /4049 SET PK SET PN NAL t WASHER IHOHI S/T SEPTIC TANK S/W SIDEWALK SILT SOUTHERN BELL TaEPHGNE BOX S/F SQUARE FEET 5/D SUBGVISION T TANGENT ICE TEMPORARY CONSTRUCTION EASEMENT ' TOIL TOP OF BALK , TOE TOE OF SLOPE TWP TOWNSHIP TRANS TRANSFORMER TYP TYPICAL DOE UTILITY & DRAINAGE EASEMENT UE UTILITY EASEMENT U/G UNDERGROUND WF WOOD FENCE WM WATER ME" WV WATER VALVE WPP WOOD POWER POLE 0 DIAMETER REQ. 1�1 TgSTORY U, LING IFFIE > 10.38! LEGAL DESCRIPTION A PORTION OF THE LANDS DESCRIBED IN O.R.B. 985, PAGE 0474, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA, MORE PARTICULARLY DESCRIBED IN O.R.B. 3822, PAGE 677, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. 1. PROPERTY ADDRESS: 13054 NW Gilson RD 2. CERTIFIED TO: Lr \ KOI POND 9S St b� V ., STONE • WATERFALL NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER. STEPHEN J. BROWN, INC STEPHEN J. BROWN, PROFESSIONAL SURVEYOR AND MAPPER REGISTRATION NO. 4049, STATE OF FLORIDA ,X • � - , . +A T i � mil. '\ •- --• 1. � ., x1 . ,-�.',' . I jt .. . LOCATION MAP NORTH FORK ST. LUCIE RIVER ®I r GRAPHIC SCALE 20 0 10 20 ( IN FEET ) 1 inch = 20 fL Date of field survey. NOTES: 0710312017 1. Survey of description as furnished by Client. 2. Lands shown hereon were not abstracted for easements and/or rights —of —way of record. 3. All bearings are referenced to NIA . 4. Elevations shown hereon are relative to North American Vertical Datum of 1988, and are based on bench mark "C-23 1986" . 5. There are no above ground encroachments, unless otherwise shown. 6. The National Flood Insurance Program designation as indicated on the F.E.M.A. Map No. 12111CO406J dated -.0211642012 locates the parcel in Zone X. AE . base flood elevation N/A. 6.0 feet; subject to any scaling and interpolation factors associated with mapping of this accuracy. This data is on inter retation by the surveyor and is provided as a courtesy. The flood zone) should be verified by a determination agency. 7. Underground foundations & utilities not located unless shown. r4 t� W CD z Ln CQ a FE-I [F�� O f=L z m o a � U � w La z a E1 w �Fyy N� a z z A .. n � m - z, W ajN w O] W .• rn Q Z a 0 0 A P4 m a Wok x E 1 M E- (con ro DRAWN R.F.C. CHECKED S.J.B. DATE 07 06 2017 SCALE 1 „ JOB N0. 20' 292-03-07 SHEET ONE OF ONE SHEETS / EXISTING RETAINING WALL _ NOTE: 50 FINAL YARD GRADES TO BE FLUSH WITH EDGE OF POOL DECK (OR POOL EXISTING 17' WHERE NO DECK IS PROVIDED) AND TO PAYER SLOPE AWAY FROM POOL/DECK AT HECK F:12' MAX. FOR FIRST 6' FROM EDGE. 8.rr Sri i 21r_4rr 3" SCH 40 6' _ SCH' 40. r—� --- — 2't SCH 40 2 � -- -- -- — .i EXISTING r� l i o DECK STEPS I I r-�- •2.5" SCH I I POOL/SPA EQUIP. �. 40 1I I I . • SEE SITE PLAN: 6OTHERS U6" AQUASTAR32CDFL-32" REINFORCED OR CHANNEL DRAIN 316 GPM 3.9 PRODUCT APPROVED ED$r / NOTE: 48" MIN. HIGH FENCE W/ SELF LATCHING GATE THAT SWINGS OUT AWAY FROM POOL AREA 8" .r VERIFY EXIST. FENCE IN COMPLIANCE W/ CHILD SAFETY BARRIER REQUIREMENTS PER FBC SIXTH EDITION (2017) EXISTING OR SEE SEPARATE PERMIT IF NEW - (BY OTHERS) 18" RAISED SPA 18" BENCH -20" BELOW W.L. (12) THERAPY JETS 12' (2)2" FILTERED INLETS (2) AQUASTAR 32CDFL - 32" CHANNEL DRAIN (316 GPM @ 3.9 FT/SEC THRU, GRATE -SINGLE UNBLOCKABLE OR EQUAL) SPA SIDE REMOTE (1) LED SPA LIGHT - NICHELESS (2) 24" WIDE SPILLWAY 14 TILE BACKSIDE OF SPA DOWN TO DECK FT/SEC THRU GRATE - SINGLE CONCRETE SLAB(S) UNBLOCKABLE COMPLIANT W/ _3" SCH (FIELD VERIFY SIZE & x ASME/ANSI A 112.19.8 - 2017 L I LOCATION) 2.5" OR EQUAL 2.5". I m • I SCH SCH I . 40� I I I 18"BENCH- 40 • 20":BELOW F I W.L. I W G 1 I 20" BELOW I W.L. 11. (6) INLETS - '. I I 3 UPPER AND 3 1 LOWER -FIELD VERIFY 2" PVC UMBRELLA SLEEVE I' S' ' CUT FLUSH WITH SUN SHELF I 240 STEPS Q . N. MIN. STUB -OUT FOR I P TREAD POOL CLEANER 1 I 3'c., (2) LED LIGHTS - 12" ��' ',SKIMMER NICAELESS 7'-4" I 12" T SUN SHELF SCH 1 24" -40 18'-2" ' / • • PERIMETER BONDING 2"SCH 40� - 2" SCH 40.` .- 30' 2" STATIC LINE TO AUTO -FILL DEVICE 1 5" SCH 40 I , ' 14r-8" WIRE 18"MIN.-24"MAX. °� FROM W.L-(SEE DETAIL) I L 0 °°"'d1 3/4" FRESH WATER • SUPPLY LINE FROM EX. HOSE BIBB - BY OTHERS"^'^`' ` • _. •. , �•'' ,a"�"P'�".z+ ' . FIELD VERIFY H-B, LOC. & 2" OVERFLOW LINE.' TO ON -SITE DRAINAGE • ' SYSTEM - BY OTHERS SAND SET / / PAVERS i EXIST. EXIST. DECK. PAVER `�PAVER . DECK �. ✓ NOTE: POOL CONTRACTOR TO VERIFY ALL 6 PROPERTY LINE LOCATIONS AND POOL ELEVATION PRIOR TO CONSTRUCTION. POOL LAYOUT AND DIMENSIONS TO BE VERIFIED W/ OWNER PRIOR TO CONSTRUCTION NOTE: PROVIDE WINDOW AND DOOR ALARMS ON ALL OPENINGS THAT LEAD ONTO POOL AREA PER FBC SIXTH EDITION, 2017 P OOL/SPA L SCALE: 1/4"=F-0" EXIST. PORCH YOUT & PIPING PLAN_ EXIST. - RESIDENCE 20'-8" EXISTING KOI POND EXISTING PLANTER EXISTING RETAINING WALLS/PLANTER EXISTING ECKSTEPS i r 6" FILE COPY EWEFR CODE COMPLIANCE ST. L CIE COUN j130CC 7/7 ZO t . °o �3 z 0 NOTE: THESE PLANS ARE FOR POOL AND SPA STRUCTURES, PLUMBING, EQUIPMENT/ELECTRICAL &DECK ONLY. ALL OTHER FEATURES DESIGNED BY OTHERS. DRAWN BY: WJC --- CHECKED�i B SMS — - � 6-2-20 SCALE: AS NOT D JOB NUMB- :_— 20 - 334 SHEET V ")F 2 HP AIR BLOWER MOTOR w/ BUILT-IP OVERLOAD GENERAL NOTES: 18" MIN.- 4" MAX.. W.L. SWITCH W/ 3 - #12 THHN CU WITHIN 1/ " MIN. : - lY' 12" 24" BREAKER) To 20 AMP- 2 POLE cFCI 1. ALL LIGHTS, LADDERS, HANDRAILS, REINFORCING STEEL SHALL BE SAND SET, INTERLOCKING � � - �•- (ENTIRE PERIMETER) �,.. BREAKER) STONE cOPINc PAVER DECK N W 18 GROUNDEDPER CODE. ]0" w.L. HEATER (GAS) - IGNITION SWITCH 2 HPPUMP M TOR w/BUILT-IN 4" - 6^ W L - 3 - #12 THHN CU WITHIN 1/2" CONDUIT OVERLOAD s ITCH W/ 3 - #12 THHN 2. POOL TO BE CONSTRUCTED OF CONCRETE/GUNITE WITH A MINIMUM 2° SLOPE DECK @ y' PER. FOOT _ 12 (CONNECT T020 AMP -:I POLE GFCI CU WITHINI "MIN. CONDUIT #8 SOLID BARE COPPER BOND BELOW rr COMPRESSIVE STRENGTH OF 3000 P.S.T. AT 28 DAYS. .._ I'• BREAKER) (CONNECT 20AMP-2 POLE GFCI. WIRE W/APPR. CLAMPS i SUB -GRADE C,% CLEAN FILL COMPACTED To } . ' • 12 - BREAKER) 3. ALL REINFORCING STEEL SHALL BE INTERMEDIATE GRADE DEFORMED BARS Z ri - 95°/. MAX. DRY DENSITY (ONE ON EACH SIDE OF Q - POOL OF NEW BILLET STEEL,. CONFORMING TO ASTM A-615, GRADE 60, STEEL SHALL o UNDER DECK ONLY l2" •. CONTROLMOOL PANEL W/ 60 AMP - 0 5 I MANUAL MOT R STARTER SWITCH r ° F IS" WIDE x v' DEEP BEAM 2 POLE BREAKER W/ INTEGRAL BE BENT, MIN. 40 DIA. LAP SPLICE AND PLACED IN ACCORDANCE WITH ACI I, I 12" .. TIME CLOCK FOR PUMPS, MOTOR STANDARDS: PROVIDE 3" MIN. CONCRETE COVER OVER REINFORCING STEEL. d� W/(2)#3 DIA. REBAR (1)#8 SOLID BARE COPPER WIRE �' CONT.. BONDED TO POOL STEEL AS SHOWN .�- . ' AND HEATER 1.5 HP PU MOTOR w/ BUILT-IN s 6�, '° _ ' OVERLOAD SWITCH W/ 3 - #t2 THHN 4. GRATE IN MAIN DRAIN SHALL HAVE A FREE AREA OF 4TIMES THE AREA OF V MARCITE ^33 NOTE: BONDING WIRE REQUIRED AT PERIMETER OF POOL '.i � CU WITHI 1/2" MIN. CONDUIT THE SUCTION LINE. (3) - #6 & (1) #10 GROUND (CONNECT TO 20 AMP - 2 POLE GFCI n " OREQUAL 5. STEPS TO HAVE A 10 MINIMUM TREAD AND A 12 MAXIMUM RISER. j " EQUIPOTENTIAL BONDING DETAIL THHN CU IN 1" RPVC S.P.S.T. TOGGLE BREAKER) ! REINFORCING STEEL BENCH SECTION CONDUIT SWITCH 6. POOL TO BE FENCED PER LOCAL CODES. ' #3 DIA. REBAR @ PER FLORIDA BUILDING CODE ADAPTATION of 12 VOLT TRANSFORM ER 7. GATES TO BE SELF -LATCHING SELF -CLOSING AND LOCKABLE. 6n ,. 12" O.C.LW.- N.E.C. 2014 SEC. 690.26 STEP SECTION (2) LED POOL LIGHTS , F - WALLS & FLOOR (GFI NOT REQUIRED) 8. DESIGN CONSTRUCTION AND WORKMANSHIP SHALL BE IN CONFORMITY JUNCTION BOX RADIIUs VIES(1) LED SPA LIGHT WITH THE REQUIREMENTS OF ANSI/NSPI 3; ANSI/ NSPI 4; ANS 1 NSPI 5 AR.. ' TYPICAL WALL SECTION (GFI NOT REQUIRED) ANSI/ NSPI 6; AND ANSUAPSP 7 2006 AND ANSUAPSP.ICC-15 2011.' 9. SPAS AND HEATED SWIMMING POOLS SHALL BE EQUIPPED WITH A COVER C 4„ 1. ALL ELECTRICAL TO COMPLY WITH 2014 NATIONAL ELECTRI CODE. DESIGNED TO MINIMIZE HEAT LOSS. EXCEPTIONS: OUTDOOR POOLS ELECTRICAL CONTRACTOR TO VERIFY ADEQUATE CAPACI Z 'SKIMMER COVER W/ SAND -SET PAVER DECK AT POINT OF CONNECTION. DERIVING OVER 70 PERCENT OF THE ENERGY FOR HEATING FROM Q ADJUSTABLE COLLAR I/NUN. 2. 3-912 THHN CU WITHIN 1/2" MIN. CONDUIT FOR POOL LIGHT(s i. NON-DEPLETABLE ON -SITE RECOVERED. SOURCES COMPUTED OVER AN ris 3. GROUND ALL BOXES,LIGHTS, MOTORS, ETC. w/ 08 SOLID, BARE COPPER. OPERATING SEASON ARE EXEMPT FROM THISRE REQUIREMENT. m 4. PROVIDE W.P.G.F.I. OUTLET HYMEN. - 20' MAX. FROM WATER' X EDGE. Q S. ALL POOL PUMPS TO BE GFCI PROTECTED PER NEC 680.22(B). 10. ALL FEATURES OF THE POOL/SPA SHALL BE INSTALLED INCOMPLIANCE WITH WATER LINE 6. LOAD CALCULATIONS FOR EXISTING SERVICE AND PANEL -B OTHERS. 1411 THE FBC SIXTH EDITION (2017) -RESIDENTIAL -PRIVATE SWIMMING POOL AND W LEARBASKEC ELECTRICAL DIAG M LOCAENTIAL SWIMMING POOL 3 a � „ . � IL RESIDENTIAL SWIMMING POOLBARRIER SHALL COMPLY WITH FBC SIXTH ��' S N Ts EDITION (2017)- RESIDENTIAL CHAPTER 45 - PRIVATE SWIMMING POOL. F PIPE REDUCED TO 1" z m AND RUN TO DECK `� < wRne (z) w3 mA.ARounD 12. PRESUMPTIVE LOAD - BEARING VALUE OF SOIL - IN ACCORDANCE WITH FBC F SKINNER, TIED TO e BOX POOL WAL VERTICAL Pool STEEL SIXTH EDITION (2017) SECTION 1806.2 THE SOIL BEARING VALUE SHALL BE A < 3 VACUUM FITTING W/ - �� ON EACH SIDE TO eooL PUMP MINIMUM OF 2000 P.S.F. (FOLLOW GEOTECHNICAL ENGINEERING REPORT SELF -CLOSING SAFETY COVER , 25 cPM MtN. FLOW of SKINNER RECOMMENDATIONS OR INDUSTRY ACCEPTED STANDARDS - BY OTHERS) HAYWARD MODEL #400 POOL STEI L 13. SHOULD ANY MUCK, MARL, OR OTHER ORGANIC SOILS BE DISCOVERED ON W 2" SCH 40 PVC CORD OR EQUAL) Jz^ 3 3nz^ EXCAVATION, THEY SHOULD BE REMOVED IN THEIR ENTIRETY, ALL a LED LlclFr SLEEVE CONSTRUCTION SHALL STOP AND THE ENGINEER OF RECORD SHALL BE VACUUM LINE DETAIL AQUASTAR32CDFL.32" AO SP ]0-22 WALL "CHANNEL DRAIN(316 GPM HYDRO TATIC RELIEF VALVE CONTACTED TO CONDUCT AN INSPECTION. W FITTING - OR EQUAL @ 3:9 FT/SEC THRU GRATE - INSTALLED INSIDE PIPE SINGLE UNBLOCKABLE PORT O CAP OFF 14. POOL CONTRACTOR/OWNER BUILDERS TO VERIFY ALL POOL DIMENSIONS, �? OR EQUAL 3114" POOL LOCATION AND SETBACKS PRIOR TO CONSTRUCTION, SKIMMER DETAIL H FLOOR (CONTACT ENGINEER IF ANY DISCREPANCIES OCCUR) [� FINISH PLASTER LED LIGHT DETAIL -� 15. POOL PLANS ARE DESIGNED TO MEET THE FBC SIXTH EDITION (2017) - O MAIN DRAIN SUCTION LINE RESIDENTIAL - PRIVATE SWIMMING POOLS. HYDROSTATIC RELIEF VALVE & TIED TOGETHER AS SHOWN x PERFORATED PVC COLLECTION ' ABOVE - PIPE SIZE PER 16. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN TUBE, WHERE REQUIRED PLAN ACCORDANCE WITH REQUIREMENTS OF ANSUAPSP 7-2006 AND FBC SIXTH MIN. '/2:YARD GRAVEL SUMP EDITION (2017) - RESIDENTIAL CHAPTER 45. NOTE: 25.9 SQUARE INCH OPEN AREA, WRAPPED W/ DRAIN FEILD RQy, 316 GPM 3.9 FEET PER SECOND CLOTH( ECOMMENDED) PLUMBING NOTES: a, 30' 1. ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM OF I Channel Main Drain Detail SWIMMING POOLS THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FBC C4 221 -611 6 _ 11 -611 SCALE: N.T.S. SIXTH EDITION (2017), PLUMBING, CHAPTER 45 - PRIVATE SWIMMING POOLS. Q 2. POOL PIPING SHALL BE DESIGNED SO THE WATER VELOCITY WILL NOT W EXCEED 6FT/SEC ON BRANCH SUCTION LINES, 8 FT/SEC. ON SUCTION LINES O AND 10 FT/SEC. PRESSURE LINES. 3. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE , FLORIDA BUILDING CODE, PLUMBING. VALVES LOCATED UNDER CONCRETE 3 _6 11 7 PUMP FRAME OR FILTER SLABS SHALL BE SET IN A PIT HAVING AT LEAST A DIMENSION OF FIVE TANK MOUNT OR HEATER A SLOPE 11 1 DIAMETERS WITH A MINIMUM OF AT LEAST 10 INCHES AND FITTED WITH A 6ANCW HOR POOL PUMP AND SUITABLE COVER ALL VALVES SHALL BE LOCATED WHERE THEY WILL BE U FILTER PER MFGR'S. N.O.A. READILY ACCESSIBLE FOR MAINTENANCE AND REMOVAL. D 4" THICK REINFORCED CONCRETE SLAB A 4. WHERE CHECK VALVES ARE INSTALLED, THEY SHALL BE OF THE SWING OR 2" MIN. VERTICAL CHECK PATTERN. F.G. PUMP 5. ALL HEATERS SHALL BE EQUIPPED WITH AN APPROVED PERMANENT BY-PASS p" SECTION N <. W 611 ®®T IJ E C T IOl \ OR ANTI -SIPHON DEVICE INSTALLED TO PROVIDE A POSITIVE MEE, OF•, - a i� FILTER HEATER RET WING WATER IN THE HEATER WHEN THE PUMP IS NOT IN & RAMON. W� 1_ // I i = ` 6. AL�POOL PIPING SHALL BE 1.5 SCH. 40 PVC EXCEPT AS SHOWN AND SHALL Pool PUMe, FILTER BEAR THE H.S.P. SEAL OF APPROVAL. (MAX.)7TYPE O POOL 7. THIS POOL/SPA IS DESIGNED TO WITHSTAND HYDROSTATIC UPLIFT FORCES F I) AND HEATER ANCHOR WHEN EMPTY, FOR WATER TABLE UP TO 3'-0" BELOW POOL/SPA DECK #3 DIA. REBAR @ 6 O.C.E.W. 10.5 n POINTS MAY VARY ELEVATION. HOWEVER DUE TO SEASONAL VARIATIONS IN THE WATER TABLE z IN SUN SHELF AREA ELEVATIONS, ALL POOL/SPA SHALL BE FITTED WITH A HYDROSTATIC RELIEF 0.4 POOL EQUIPMENT ANCHORING DETAIL VALVE. A W L "" ` SEE MFGR. SPECIFICATIONS FOR ADDITIONAL ANCHORING & WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THERE IS NO CROSS 4 i INFORMATION - EQUIPMENT SHAPES MAY VARY 6 n SUCTION WITH A DOMESTIC WATER SUPPLY OF WATER DISPOSAL. 9_ UNLESS AN APPROVED TYPE OF FILLING SYSTEM IS INSTALLED, ANY WATER U SUPPLY WHICH IN THE JUDGEMENT OF THE ADMINISTRATIVE AUTHORITY rZ-i .... .. #3 DIAREBAR @ 6" MAY BE USED TO FILL THE POOL IF EQUIPPED WITH BACKFLOW PROTECTION. O.C.E.W. a -THE-RIM FILL SPOUT WILL BE ACCEPTED UNLESS LOCATED UNDER CLEAN ! TO POOL FLOOR .POOL SYSTEM FLO'., A DIVING BOARD, OR PROPERLY GUARDED. COMPACTED E j i W RATE: 120 GPM 10. ALL POOL/SPA PIPING SHALL BE INSPECTED AND APPROVED BEFORE U SOIL ! I (MAXIMUM FLOW FROM PUMP CURVE) COVERING OR CONCEALING. IT SHALL BE TESTED AND PROVED TIGHT TO 7M, j THE SATISFACTION OF THE ADMINISTRATIVE AUTHORITY, UNDER A STATIC , REC. PUMP =.S HP JANDY FLO PRO FHPM WATER TEST OR AIR PRESSURE TEST OF NOT LESS THAN 35 PSI FOR 15 V] DUAL SPEED LOW SPEED = 36 GPM MAX. MINUTES. [tea ! HIGH SPEED ` I20 GPM @ 25 TDH 11. JOINTS AND CONNECTIONS SHALL BE MADE AS REQUIRED BY THE FLORIDA 3" SUCTION PE @ 120 GPM = 5.29 ' FT./SEC. BUILDING CODE, PLUMBING. U SUNBENCH SECTION (8 FT./SEC. M X. - SUCTION LINES) 12. ALL WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR IJ 1 N 2.5" BRANCH IIPE.@ 60 GPM = 4.10 FT./SEC. UNION CONNECTION ADJACENT TO THE HEATER O SCALE: 3/8" = 1'-0" (6 FT./SEC. M2 X. - SUCTION LINES) 13. PURPLE PRIMER REQUIRED ON ALL PVC PIPING PER FBC SIXTH EDITION (2017), 2.5" PRESSU PIPE @ 120 GPM = 8.20 FT./SEC. 14r GAS PIPING SHALL COMPLY WITH FLORIDA BUILDING CODE FUEL GAS. (10 FT./SEC. MAX. -PRESSURE LINES) LEGEND (SEPARATE PLANS AND PERMIT REQUIRED) " 15: SWIMMING POOL/SPA WATER HEATERS SHALL BEAR THE LABEL OF A CARTRIDGE FILTER = 130 GPM @ I GPM/ SQ. FT. Q 130 SQ. FT. MIN. FILTER AREA RECOGNIZED TESTING AGENCY. a 1. 2 AIRLINE 16 PROVIDE BACK FLOW PREVENTOR ON WATER SUPPLY. PO THERAPY PUMP = 2 HP JANDY FLO PRO F11PM2.0 2. 2.5" RETURN TO THERAPY JETS W HIGH SPEEDt 122 GPM @ 33 TDH 3. 3" SPA MAIN DRAIN LINE POOL/SPA SPECIFICATIONS H 8 FTJSEC. MAX. LINES) SUCTION PIPE @ 122 GPM = 5.39 `FT./sEc. (4. 3" SPA MAIN DRAIN LINE SIZE: 20'-8" X 30'-0" DEPTH: Y-6" 6 TO '-0" (8 8" 1 „ 8" 18" #3 DIA. REBAR (1oFT./SEC.MAX. - P2.5" PRESSURE PIPERESSURE LINES) 122 GPM= 8.34 FT./SEC. 5. 6. 3„ POOL MAIN DRAIN LINE TVACUUM LINE URN OVER A GALLONS ONS ELEVATION:. - L W SITE z 2" RATE. 8.1'HR @ 36 GPM MAX. -LOW SPEED � 8 -Olt � @ 6" O.C.E.W. 7. 2 SKIMMER LINE (TURN OVER RATE. 2.4 HR. @ 120 GPM - HIGH SPEED) U 8. 2.5" SPA RETURN LINE DESIGN FLOW RATE:=17,500 GAL./6 HRS./60 MIN. = 49 G.P.M. IN SPA WALLS � 18" 9. 2.5" POOL RETURN LINE TILE: STANDARD THERAPY JETS: (12) IN SPA c4 6" D 0 B A POOL FINISH: MARCITE OR EQUAL W A. 1.5 HP AIR BLOWER PIPING: SCH. 40 INLETS: (3) UPPER POOL/ (3) LOWER POOL /SPA (2) p 18 1 20 18" F E B. 2 HP THERAPY PUMP DECK: SAND SET PAVERS ELECTRIC: BY OTHERS H j W.L. C. 1.5" TO WASTE OR DISCHARGE POOL LIGHT: (2) LED - NICHELESS W j17 �� TO GROUND SPA LIGHT: (1) LED - NICHELESS I LE 1 I Copy 16 „ 20" D. 1.5 HP REC, PUMP W/ APPROVED HAIR LADDER: NO HANDRAIL: NO 6a & LINT STRAINER THERAPY PUMP: 2 HP JANDY FLO PRO FHPM2.0 F" �• E. CARTRIDGE FILTER W/ PRESSURE REC. PUMP: 1.5 HP JAI�DY FLO PRO FHPM1.5-2 • '� GE AND AIR RELIEF VALVE A.P.S.P. PUMP CERT.: CURVE A - 29 GPM (n) 1725 RPM REVIEWED FCa H � �GAUGE J F. 400,000 BTU GAS HEATER W/ FILTER: JANDY CS250 CARTRIDGE CODE CO CLEAN / G INTERNAL BY-PASS 250 SQ. FT. FILTER AREA MPRIANC;:. COMPACTED G. CHLORINE GENERATOR HEATER: JANDY JXI 400 - 400,000 BTU GAS W/ ST. LUCIE COUNTN #3 DIA. REBAR @ 12 Z SOIL O.C.E.W) j y y y a 3 2 1 H. INSTALL PERMA-CAST PB-2011 WATER BOND APPROVED POOL COVER OR LIQUID COVER ROCC '0-0 IN SPA FLOOR H OR APPROVED EQUAL TIED TO VACUUM LINE: YES 9 8 7 6 s PUMP GROUND W/ #8 SOLID COPPER POOL AREA: 545 S.F. PERIMETER 102 L.F. T/� & APPROVED LUG (MIN. 9 SQ. IN SPA AREA: 64 S.F. PERIMETER 32 L.F. n SPA SECTION SURFACE AREA EXPOSED TO WATER) AUTO -FILL: YES OVERFLOW: YES SCALE: 3/8" =1'-0" EQUIPMENT LAYOUT PER MFGR'S SPECS (FIELD VERIFY LOCATION) CHLORINE GENERAT�R: YES -J SCALE: N.T.S. J. VALVES (TYPICAL) POOL CONTROLLER YANDY STEM: YES - JANDY 1.5 HP AIR BLOWER