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Home My WebLink AboutAPPROVED Revised A&G plan with pilings3BHGFEDCBA87654321HGFEDCBA87654321MAX. WIDTH:MIN. DEPTH:18'SHAPE:FILL FROM EXCAVATION:TILE: FILTER:PUMP HP:LIGHTS:TRNFORM:MAIN DRAIN:SKIMMER:RETURNS:VALVED VAC LINE:DISCHARGE LINE:CHLORINATOR:HANDRAIL:DIVING BOARD:HEATER:VACUUM HEAD:VACUUM HOSE:LEAF SKIMMER:SHEER DESCENT REMOVE EXISITING CONCRETE:OVERFLOW LINEELECTRICAL:POOL PATIO:EXISTING PATIO:DECK DRAIN:POOL CAPACITY:TURN-OVER RATE:TERMITE TREAT:BARRIER:MAX. LENGTH:42'3.5'MAX. DEPTH:5'CUSTHAULELEVATION:TBDINTERIOR FINISH:GEM CS200POOL SPAPOOL3 COLOR LEDSPANAPOOL SPAPOOL1SPANA1POOL4SPANAJETS:POOLNASPANAINCLFILL LINE:NATO GROUNDTRUCLEAR SALTNALADDER:NANASLIDE:NANAINCLINCLINCLPOLE:BRUSH:TEST KIT:INCLINCLINCLNAINCLSCREEN ENCLOSURE: ED’S ELECTRICNANA6-HRS.INCLSAFETY FENCENAMAX. WATER VELOCITY:MIN. SKIMMER FLOW:SURFACE AREA OF POOL: SPECIFICATIONSNA100 WATTNANAPUMP MAKE PER FBC 4501.201.65 FLO PRO V.S.FILTRATION PUMP COMPLIANT WITH ANSI/APSP/ICC-15 2011GENERAL NOTES:1. SWIMMING POOL CONSTRUCTION TO COMPLY W/ FLA. BLDG. CODE AND WITH ALL LOCAL ORDINANCES AND ZONING REGULATIONS.2. SWIMMING POOL TO BEAR ON ROCK OR UNDISTURBED SAND. ALL WALLS AND FLOORS SHALL BE GUNITED OR POURED IN-PLACE CONCRETE W/ MINIMUM 3,000 P.S.I. CONCRETE (@ 28 DAYS) COMPRESSIVE STRENGTH.3. ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL IS FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. HAS BEEN USED IN THE DESIGN.4. REINFORCING BARS SHALL BE NEW BILLET, GRADE 40.5. ALL POOL PIPING TO BE P.V.C. SCHEDULE 40 MIN. AND BEAR THE N.S.F. APPROVAL.6. BACK-WASH SHALL BE IN COMPLIANCE WITH LOCAL ORDINANCES.7. DISPOSAL OF POOL WATER SHALL CONFORM TO LOCAL ORDINANCES. SURFACE GRADING SHALL CONTAIN WATER WITHIN PROPERTY LINES. PONDING SHALL NOT PERSIST FOR MORE THAN ONE HOUR.8. WATER SUPPLY & DISPOSAL SHALL BE INSTALLED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM.9. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA OF 4X THE AREA OF THE SUCTION LINE10. HAIR & LINT STRAINERS SHALL HAVE A REMOVABLE SCREEN W/ A MINIMUM FREE AREA OF 3X THE AREA OF THE SUCTION LINE.11. ELECTRICAL: INSTALL WIRING & DEVICES AS SHOWN IN "POOL DATA" HEREON. LIGHT CONNECTION TO CONFORM TO NATIONAL ELECTRICAL CODE- LATEST EDITION.12. ALL METALLIC CONDUITS, PIPING SYSTEMS, REINFORCED STEEL, LIGHT FIXTURES & HOUSING, METAL PARTS OF LADDERS, HANDRAILS, DIVING BOARDS & SUPPORTS TO BE BONDED TOGETHER & GROUNDED TO A COMMON GROUND. BONDING CONDUCTOR SHALL NOT BE SMALLER THAN #8 COPPER.13. NO OVERHEAD OPEN WIRE OVER POOL WATER.14. CARTRIDGE FILTER SHALL HAVE A FILTRATION RATE NOT TO EXCEED 3 G.P.M. / S.F. OF FILTER AREA. NO BACK-WASH REQUIRED.15. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS AT SITE BEFORE STARTING THE PROJECT. CONTRACTOR SHALL VERIFY LOCATION OF ELECTRICAL SERVICE BY F.P.&L. COMPANY.16. SPECIAL ATTENTION SHALL BE GIVEN TO EXISTING FOUNDATION TO PREVENT UNDERMINING.17. PLANTER SPECIES SHALL BE SELECTED WITH NON-INVASIVE ROOT SYSTEMS (SPECIES SELECTION BY OTHERS).AARON H. ALLEN PE, FL REG. NO. 86620 FLA. ALLEN ENGINEERING LLC, CA NO. 33042 2367 7TH STREET, LA VERNE, CA 91750TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND SPECIFICATIONS COMPLY WITH THE APPLICABLE MINIMUM BUILDING CODES15,738 GALLONSSPA CAPACITY:NA6 FPS FROM TRUNK25 GPM526 SQ FTPERIMETER OF POOL: 115 LIN FT SEAL:BUILDER/JOB NAME:PERMIT NO.:DATE DRAWN:TBD9/24/2020DRAWN BY:CHECKED BY:APPROVED BY:CHARETTEADDRESS:633 SE HIDDEN RIVER DRIVEJORDAN VANDUZERAARON H. ALLENSCALE:¼” = 1'CITY:PORT SAINT LUCIE FL 34983JOB INFORMATIONNA SECTION THRU POOL1AScale: NTSWALL THICKNESS REQ.4AScale: NTSTYP. WALL SECTION & WELL PT.5AScale: NTSPOOL DRAIN TYP.6AScale: NTSEQUIPOTENTIAL BOND GRID7AScale: NTSWATER BONDING8AScale: NTSELECTRICAL SCHEMATIC7CScale: NTSHANDRAIL BONDING7BScale: NTSW.L.#8 SOLID COPPER BOND WIRE W/ APPR. CLAMPS(SEE NOTE 3)8 GAUGE SOLID COPPER WIRE SOIL18" MIN. (ENTIRE PERIMETER)NOTES:1. MINIMUM 18" FROM ENTIRE EDGE OF POOL PERIMETER BURIED 4" TO 6" DEEP2. INSTALL PER N.E.C. 2017 SEC. 680.26 (WHERE ADOPTED)3. #8 SOLID COPPER BOND WIRE WITH APPROVED CLAMPS ON EACH SIDE OF POOL (4 TOTAL)DECK PER DETAIL A/5ANSI-7/ANSI-158EScale: NTSPOOL DRAIN CERTIFICATION7EScale: NTSEQUIPMENT LAYOUT7GScale: NTSUNDERWATER LIGHT8BScale: NTSPUMP CURVES7HScale: NTSSHORING REQUIREMENTS3AScale: NTSSOILEQUIPMENT PADPB-2008BONDING WIRE TO GRIDVARIESNOTE:1. PB-2008 TO BE INSTALLED NEAR OR UNDER EQUIPMENT PADFROM POWER SUPPLYPOOL FINISHAPPROVED GROUND CLAMPCONTINUOUS BOND WIRE COMMON TO POOL STEEL, RAILS & EQUIPMENT1" LIGHT CONDUITWATER LEVELNICHELESS UNDERWATER LIGHT18" MIN.EXIST. FTGN.SOIL3 ft.6 ft.9 ft.5 ft.4" WALL #3 REBAR @ 12" O.C.E.W.NOTES:EXCAVATION INTO ANGLE OF REPOSE ALLOWED IF:1. SHORING IS SUFFICIENT TO SECURE SOILS FROM EROSION/SETTLEMENT2. NO UNDERMINING OCCURS UNLESS APPROVED BY ENGINEER3. COMPACTION TEST PROVIDED AT C.O. 6" WALL #3 REBAR @ 12" O.C.E.W.8" WALL #3 REBAR @ 12" O.C.E.W.2"X4" @ 24" O.C.½" PLYWOODNOTE:1. SHORING TO BE INSTALLED WHEN POOL SHELL IS CLOSER THAN 5 FT TO HOME, OR EXCEEDS THE ONE TO ONE RATIO OF THE ANGLE OF REPOSEEXIST. FTGN.SOIL< 5' OR 1:1MAIN DRAINSKIMMERCOLOR LEDVACUUM LINESYMBOL LEGENDDECO DRAINEXISTING FACILITYCHANNEL DRAINELEVATION MARKERBBUBBLERJANDY UPLIGHTULDOOR/WINDOW ALARMBABY BARRIERXX.X’DECK PER DETAIL A/5x0 ft.2 ft. 4.8 in.4 ft. 8 ft.REVISION DATE:NATO 8FPS SUCTION LINES,10FPS MAX RETURNSWIMOUT CUT SECTION8HScale: NTS20" MAX.18"8880 GLADES CUT OFF ROADPORT ST. LUCIE, FL 34986CUSTOMER APPROVAL:REVISIONNOTE:1. WHEN PROVIDED SHALL BE AT 20" MAX. BELOW THE WATERLINEDOCUMENT PROPERTY OF A. ALLEN ENGINEERING INC. & A&G CONCRETE POOLS INC., DUPLICATION AND/OR DISTRIBUTION IN PART OR WHOLE WITHOUT WRITTEN CONSENT FROM THE OWNER(S) WILL BE PUNISHABLE UNDER AWCPA COPYRIGHTS LAWS. TYP. FOOTER SECTION2BScale: NTSNOTE:1. WHERE APPLICABLE PER NATIONAL ELECTRICAL CODE#8 GROUND WIREDECK PER DETAIL A/5FILTRATION PUMP LOW SPEEDKEY:1. 2" RETURN LINE TO POOL2. 1.5" VACUUM LINE 3. 2" SKIMMER LINE 4. 2.5" MAIN DRAIN LINE P1. 1.65HP JANDY VARIABLE FHPM PUMP WITH W/APPR HAIR AND LINT STRAINERF. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF VALVE (MUST HOLD 35 PSI FOR 30 MINUTES MINIMUM)W. 1.5" TO WASTE OR TO GROUNDV. VALVES (TYP)B. PB-2008 WATER BONDING TO GRID (SEE DETAIL A/8)S. TRUCLEAR 11KU SALT SYSTEM41P1WFVS32BBURIED POWER LINES 30" CLEARANCE IN FRONTOF SUBPANELP1SALTNOTES:1. ALL ELECTRICAL TO COMPLY WITH 2017 NATIONAL ELECTRIC CODE.2. 3-#12 THHN CU WITHIN ½” MIN. CONDUIT FOR POOL LIGHT (S)3. GROUND ALL BOXES, LIGHTS, MOTORS, ETC, WITH #8 SOLID, BARE COPPER.4. ALL POOL PUMPS TO GFCI PROTECTED PER NEC 680.22 (B)5. INSTALL 125V 15 AMP WEATHERPROOF DUPLEX GFCI RECEPTACLE AT LEAST 10' AWAY AND NOT MORE THAN 20' FROM THE INSIDE WALL OF THE POOL6. POOL PANEL AND SWITCHES MUST BE AT LEAST 5' FROM THE INSIDE WALL OF THE POOL7. PROVIDE PROPER WORKING CLEARANCE SPACES FOR ELECTRICAL EQUIPMENT AS PER HO-26 OF NFPA 70S.P.S.T. TOGGLESWITCH#8 SOLID CU GROUND WIRETO EXISTING PANEL80 AMP POOL PANELW/(3) - #4 THHN CU WITHIN 1” ELECTRICAL CONDUITVARIABLE SPEED PUMP MOTORW/BUILT-IN OVERLOAD SWITCH W/3- #10 THHN CU WITH-IN ½” CONDUITTIME CLOCKW.P. DISCONNECT POOL LIGHTS SEE SPECS FOR QUANT.(GFI NOT REQUIRED)REC. PUMP/WATER FEATURE PUMP = 1.65 HP JANDY FHPM V.S.LOW SPEED: 36 GPM MAXHIGH SPEED: 98 GPM @ 38 TDH2.5" SUCTION PIPE @ 98 GPM: 7.48 FT/SEC. (8 FT./SEC. MAX. - SUCTION LINES)2" PRESSURE PIPE @ 98 GPM = 9.77 FT./SEC. (10 FT./SEC. MAX. – PRESSURE LINES)200 SQ. FT. CARTRIDGE FILTER X 0.375 = 75 GPMBACKWASH VALVE NOW.P. DISCONNECTSALT SYSTEM W/BUILT IN OVERLOAD SWITCH W/3-#10 THHN CU WITH-IN ½” CONDUIT SAFETY BARRIER PER FRC R4501.17.1-R4501.17.3 & ASTM5034-95, ASTM D3787-89, ASTM 653-96POOL BARRIER PER FRC R4501.17.1-R4501.1.17.3 AND ANSI/NSPI-5-1995VAC LINE5' DEEPTILED STEP EDGES3' DEEPCOLOR LED LIGHTCOLOR LED LIGHT18'X42' POOLSKIMMERRRCOLOR LED LIGHTR2"1.5" OVERFLOW LINE1"1"1.5"1"1.5"1.5"1.5"2.5"2"STEP NOTES:1. TREAD IS MIN. OF 10" WIDE.2. RISER NOT GREATER THAN 12" EXCEPT IF MORE THAN (3) TREADS ARE USED.3. ALL STEPS TO BE SOLID GUNITE 4000 PSI. 4. ALL STEPS AND SWIMOUT BENCH EDGES WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE COLOR OF GEM FINISH FOR VISIBILITYNOTES:1. (5.6.1) THE SLOPE OF THE FLOOR FROM THE SHALLOW END WALL TOWARDS THE DEEP AREA SHALL NOT EXCEED 1 FOOT IN 7 FEET TO THE POINT OF THE FIRST SLOPE CHANGE2. (5.6.2) CHANGES IN SLOPE BETWEEN SHALLOW AND DEEP AREAS SHALL BE AT A MINIMUM WATER DEPTH OF 2 FEET 9 INCHES AND BE AT LEAST 6 FEET FROM THE SHALLOW END3. (5.6.3) THE SLOPE OF THE FLOOR FROM THE POINT OF THE FIRST SLOPE CHANGE TOWARD THE DEEP END SHALL NOT EXCEED 1 FOOT IN 3 FEET 4. WALLS SHALL NOT SLOPE > 11 DEGREES5. HAND HOLD TO BE INSTALLED WHERE DECK RAISED +6" ABOVE POOL42'0FLOOR SLOPESSEE DETAIL C/5WATERLINE TILEMAIN DRAIN21'10"5'3.5'6"10" MIN. TREAD12"3'3'STEPS BEYOND12"12"6"X6" TILE INTERIORFINISHBY OTHERS#3 @ 12" O.C.B.W.TO PUMPTHREADED PLUGSECURED GRATE TOOLS REQUIRED FOR REMOVALGRAVEL BEDNOTES:1. REMOVE GRATE & WELL POINT PLUG FROM MAIN DRAIN & ATTACH AUX. PUMP LINE WHEN EMPTYING POOL2. FOR DEPTHS GREATER THAN 6' ADD 1- #3 COVE BAR @ 6" O.C.3. SLOPE DECK ¼” PER FOOT1"4"CRUSHED COQUINA BASE TOPPED W/ SETTING SAND5 ½”#4 REBAR #4 REBAR HOOP 24" MIN. APART TIE INTO POOL STEEL 8"8"3 ½”3 ½”24"24"CUT SECTIONISOMETRIC VIEW (HOOP ONLY)#4 REBAR BOND BEAM DETAILScale: NTSDECK AND COPING BY OTHERSCHILD BARRIER FENCE TO BE NO CLOSER THAN 20" TO WATERLINETILED LAP LANE PREWIRE AND PAD FOR FUTURE HEAT PUMPHOMEOWNER TO SET ELEVATION WITH A&G FIELD SUPERVISORR1.5"4'EQEQUIPMENT PADPER FBC 4501.22(9.2)POOL EQUIPMENT ANCHORED PER FLORIDA BUILDING CODE 2020 &R4501.22APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR RESIDENTIAL 7TH EDITION AND THE ANSI/APSP‐7 2013 FOR SUCTION ENTRAPMENT AVOIDANCE3" SUCTION LINE MAX 181 GPM TO FILTRATION PUMP4" PLUMBING LINES FROM SUMP W/ 3" TEE3 FT. MIN.6 FPS MAX8 FPS MAXPARAMOUNT MAIN DRAINS MIN. 3' SEPARATION REQ.NOTES:1. APPROVED MAIN DRAIN FRAMES AND GRATES PER V.G.B. ASME/ANSI 112.19.8-2007 (SEE CERT. OF COMPLIANCE) - COVERS MUST BE REPLACED EVERY 5 YEARS 2. APPROVED WITH THE 2020 FLORIDA BUILDING CODE FOR RESIDENTIAL 7TH EDITION AND THE ANSI/APSP-7 2013 FOR SUCTION ENTRAPMENT AVOIDANCE TOP OF PILINGMATCH DEPTH OF POOL SHELLCOORDINATE WITHPILING CONTRACTOR14" DIA. ACP DESIGN BY OTHERSPOOL SHELL #4-12" ON CENTER EACH WAY TOP AND BOTTOM10" FLOOR#4-12" ON CENTER ON 6" WALLS TOTAL PILING COUNT:10 TOTAL 3'x3' CAP 6" THICK DESIGN BY OTHERSCLEAN SOIL 98% MAX SPTPILE CONNECTION TO POOL5CScale: NTSPILE LOCATION AND DESIGN BY OTHERS