HomeMy WebLinkAboutAPPROVED,(FINAL)(EFILE) Updated PER SLC Request1PAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:DESIGNER POOLSAND ENCLOSURESGARFINKLE120 BLUE GROTTO DRFT PIERCE FL1DATECA CERT. #30782PROJECT NO. 2126426-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATE11/12/2021THESE PLANS WERE PREPARED AND SHALL COMPLY WITH THEa. FLORIDA STATE:b. FEDERAL GOVERNMENT: -2014 ANSI/ APSP/ ICC-3: AMERICAN NATIONAL STANDARD FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS SWIM SPAS R4501.6.1 -2011 ANSI/ APSP/ ICC-5: AMERICAN NATIONAL STANDARD FOR RESIDENTIAL INGROUND SWIMMING POOLS R4501.6.1 -2013 ANSI/ APSP-7: AMERICAN NATIONAL STANDARD FOR SUCTION ENTRAPMENT AVOIDANCE IN SWIMMING POOLS, WADING POOLS,SPAS, HOT TUBS AND CATCH BASINS R4501.6.1, R4501.6.3, R4501.6.6 -2012 ANSI/ APSP/ ICC 4-12 AMERICA NATIONAL STANDARD FOR ABOVE-GROUND/ ON-GROUND RESIDENTIALSWIMMING POOLS R4501.6.1. -2013-ANSI/ APSP/ ICC 6-13 AMERICA NATIONAL STANDARD FOR RESIDENTIAL PORTABLE SPAS AND SWIM SPASR4501.6.1POOL CONTRACTOR IS RESPONSIBLE FOR CONFORMING TO ALL ABOVE LISTED CODE REQUIREMENTAS WELL AS ANY ADDITIONAL REQUIREMENTS PER LOCAL MUNICIPALITY THAT MAY BE MORE STRINGENTTHAN THE ABOVE LISTED CODES REQUIREMENTTHE POOL CONTRACTOR IS RESPONSIBLE FOR FURNISHING ALL DETAIL DESIGN REQUIREMENTS FOR EACH INDIVIDUAL POOL INACCORDANCE WITH THE FLORIDA BUILDING CODE, AND ALL CONSTRUCTION SHALL MEET ALL APPLICABLE CODES INCLUDINGPLUMBING, ELECTRICAL AND GAS.SEE ANSI/ NSPI-5 FOR DIVING WATER ENVELOPS.SLIDERS SHALL ALSO MEET THE MANUFACTURER'S INSTALLATION REQUIREMENTS.LADDER OR STAIRS ARE TO BE PROVIDED. ENTRY/ EXIT REQUIRED AT THE SHALLOW END AND DEEP END IF OVER 5 FEET DEEPACCEPTABLE ARE STAIRS (10” MINIMUM TREAD WITH 240 SQUARE INCH MINIMUM AREA, 12” RISER WITHINTERMEDIATE TREADS AND RISERS UNIFORM). LADDERS, UNDERWATER SEATS, AND SWIM-OUTS (MAXIMUM 20” BELLOW WATERLINE-OUTDOOR SWIMMING POOLS ARE TO HAVE BARRIERS THAT COMPLY WITH THE FLORIDA BUILDING CODEALL WALL SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH THE FLORIDA BUILDING CODEFINAL ELECTRICAL, AND BARRIER CODE, INSPECTIONS SHALL BE COMPLETED PRIOR TO FILING THE POOL WITH WATER.-MAXIMUM WATER DEPTH 4', MAXIMUM SEAT DEPTH 28”-FLOOR SLOPE 1:12MIN. TREAD 10” X 12” MAX. RISER-RISER EXCEPT THE BOTTOM STEP MAY BE 14” IF IT IS THE SEAT-INTERMITTENTLY THE SPA SHALL HAVE A ONE HOUR TURNOVER, IF CONTINUOUS A SIX HOUR TURN OVER-MAXIMUM TEMPERATURE 104 DEGREESCONSTRUCTION CODE REQUIREMENTSIMPORTANT NOTE:-NO OUTLET OR OVERHEAD POWER WITHIN 10', IF WITHIN 15' PROJECT WITH GFI-BRASS FITINGS TO J-BOX OR TRANSFORMER WHICHEVER IS FIRST WHICHEVER IS FIRST, EXCEPT WHERE PVC IS APPROVEDOR(1) 8 AWS BARE SOLID COPPER BONDING CONDUCTOR(2) THE BONDING CONDUCTOR MUST FOLLOW THE CONTOUR OF THE PERIMETER SURFACE(4) BONDING CONDUCTOR MUST BE 18 TO 24 INC. FROM THE INSIDE WALLS OF THE POOLLIGHTS, LIGHT TRANSFORMERS, HANDRAIL AND LADDER DECK ANCHORS, WINDOW AND DORRR FRAMES WITHIN 5 FEET OR LESS OF THESEE SHEET 3 FOR DETAILSPUMPS:-HAIR AND LINT STRAINERS ARE TO BE USED WITH RECIRCULATION SYSTEMS.-FILTER COMPONENTS SHALL HAVE SUFFICIENT CAPACITY TP PROVIDE A COMPLETE TURNOVER OF POOL WATER IM TWELVE (12) HOUR ORLESS.PUMPS THAT ARE USED FOR CIRCULATION ONLY (WITHOUT FILTRATION). SPA THERAPY PUMPS OR WATER FEATURE PUMPS ARE "EXEMPT"FROM THIS REQUIREMENT.FILTER SIZE TO BE DETERMINED BASED ON CALCULATED FLOW RATE (GPM) DIVIDED BY THE FOLLWING FILTER CAPACITY:A. CARTRIDGE = 0.375B. SAND = 15C. D.E. = 2-FILTER BACKWASH VALVE (WHEN USED) MUST BE 2" (MIN.)OR DIAMETER OF THE RETURN PIPE, WHICHEVER IS GREATEREQUIPMENT FOUNDATIONS AND ENCLOSURES ALL POOL MOTORS AND EQUIPMENT SHALL BE INSTALLED IN COMPLIANCE WITH THEMANUFACTURER'S RECOMMENDATIONS.MAINTENANCE AND SERVICING.-CIRCULATION SYSTEMS, COMPONENTS AND EQUIPMENT SHALL COMPLY WITH NSF 50.ALL FILTERS SHALL HAVE AN AIR RELEASE AND PRESSURE GAUGE.SURFACE SKIMMERS SHALL MEET NSF 50 AND THERE SHALL BE ONE FOR EVERY 800 SQUARE FEEL OR SURFACE AREA ANDA 25 GPMMINIMUM EACH.RETURN INLETS SHALL BE A MINIMUM OF ONE FOR EVERY 300 SQUARE FEET, RETURN VELOCITY 10FT/S, SPACING OF 10 FEET MINIMUMHYDROSTATIC RELIEF DEVICE, IN AREAS OF ANTICIPATED WATER TABLE AN APPROVED HYDROSTATIC REFIEF DEVICE SHALL BE INSTALLED.DISINFECTANT EQUIPMENT SHALL COMPLY WITH NSF-50 ANSI/NSPI-4-12 AND ANSI/NSPI-5 2011 BYPASS ON HEATERS.A112.12.8M AND ANSI/APSP-7.-ALL RETURN INLETS MUST BE DIRECTIONAL INLET FITTINGS.PIPEVALVESENTRAPMENT PROTECTION FOR SUCTION INLETSFILTERSEQUIPMENT/PIPING REQUIREMENTS-RECIRCULATION PUMPS LESS THAN ONE HORSEPOWER (1 HP) SHALL BE TWO OR MORE PUMPS WITH ADEQUATE CONTROLLER. THETHE MAXIMUM TURNOVER RATE IS 12 HOURS.PUMP(S) OFF SWITCHELECTRICAL REQUIREMENTS:GENERAL POOL / SPA REQUIREMENTSSPECIAL SPA REQUIREMENTS -2020 FLORIDA BUILDING CODE 7th EDITION, RESIDENTIAL, CHAPTER NO. 45, SECTION: E4501 -2020 FLORIDA BUILDING CODE 7th EDITION, ENERGY CONSERVATION, CHAPTER NO. 4 SECTION: R403.12 RESIDENTIAL POOL AND PERMANENT SPA SECTION: R403.11 PORTABLE SPA (MANDATORY) SECTION: R403.10 POOLS AND PERMANENT SPA ENERGY CONSUMPTION (MANDATORY)- ALL POOL PUMP MOTOR'(S) TO HAVE GFCI PROTECTION (NEC 680.22 (B), FBC SECTION 27), AND FRC 4101.16 (EXCEPTION FOR SINGLE- ALL CONTROL ENCLOSURES (INCLUDING ACCESSORY ELECTRONIC EQUIPMENT WITH METAL ENCLOSURES), PUMP MOTORS, HEATERS,(3) LISTED SPLICING DEVICES- ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH REQUIREMENTS OF ANSI/PPS-7-13-FILTRATION PUMPS TO BE SIZED (BASED ON CALCULATED FLOW RATE IN GPM) TO TURNOVER POOL VOLUME IN SIX (6) HOUR MINIMUM OR36 GPM (MIN.) WHICHEVER IS GREATER.DEFAULT CIRCULATION MUST BE THE RESIDENTIAL FILTRATION (SLOWER) SPEED. THE SIMPLIFIED TOTAL DYNAMIC HEAD SHEET TO BECALCULATED AND PLUMBING SIZE DETERMINED BASED ON (HIGHER) SPEED. THE HIGHER SPEED OVERRIDEIS NOT TO EXCEED ONE NORMAL DAY'S CYCLE OR 24 HOURS, WHICHEVER IS LESS I.E.: CONTROLLER RESETS PUMP TOSLOWER SPEED AT THE START OF THE NEXT CIRCULATIONS CYCLE.-POOL FILTRATION PUMPS SUCTION LINE (BEFORE PUMP) SHALL HAVE A STRAIGHT LENGHT OF PIPE (4 PIPE DIAMETERS MIN.) I.E.: 2" SUCTIONLINE SHOULD HAVE (4 X 2" DIA.) 8" OF STRAIGHT PIPE FOM SUCTION INLET TO THE FIRST PVC FITTING.-THE MAXIMUM SYSTEM FLOW RATE "SEE TDH CALCULATIONS FOR NOTES".-ACCESSIBILITY AND CLEARANCE, EQUIPMENT SHALL BE SO INSTALLED AS TO PROVIDE READY ACCESSIBILITY FOR CLEANING, OPERATING,APART, EXCEPT THERAPY JETS AND SWIM JETS.-VALVES SHALL BE APROVED BY THE FLORIDA BUILDING CODE.-HEATER SHALL MEET ANSE-Z21.56 OR UL 1261 OU UL 559 AND ANSI/APSP.-PRIMER AND GLUE ON EXPOSED ABOVE-GROUND ARE PIPING NOT REQUIRED TO BE COLORED.-PIPING SHALL BE SCHEDULE 40 PVC, NSF-PW, MAXIMUM PRESSURE VELOCITY 10 FT/S, AND SUCTION 8 FT/S.-MAIN DRAINS ARE OPTIONS "SEE TDH CALCULATIONS" OF THIS SET FOR DETAILS AND SPECIFICATIONS.VACCUM CLEANER SUCTION FITTINGS SHALL BE PROTECTED BY A PERMANENTLY SELF-CLOSING FLAPPER VALVE MEETING ANSI/ASMETHE FOLLOWING SHALL BE LABELED AT THE CIRCULATION EQUIPMENT LOCATION:4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com -2020 FLORIDA STATUTES, CHAPTER NO. 515 RESIDENTIAL SWIMMING POOL SAFETY ACT -2017 NATIONAL ELECTRICAL CODE (NEC)ARTICLE NO. 680-WIRING AND BONDING AND ALL ELECTRICAL SHALL CONFORM TO NEC ARTICLE 680 (2017)-BONDING GRID PER NEC 2017 680, 26-NEC 2017, 680, 26 (B) (2) (b) ALTERNATE MEANS EQUIPOTENT BONDING CONDUCTOR MUST FOLLOWING REQUIREMENTS:WATER'S EDGE ARE TO BE GROUNDED IN ACCORDANCE WITH ARTICLE 680 OF THE 2017 NEC(5) BONDING CONDUCTOR MUST BE WITHIN OR UNDER THE PERIMETER SURFACE 4 TO 6 IN.BELOW THE SUBGRADEWHERE REQUIRED MEET FBC 2020 GAS AND MECHANICAL CODES (OR CODES CURRENTLY ENFORCER WITH MUNICIPALITY)FAMILY DWELLING IS REMOVED FROM THE 2020 FBC). -2013 ANSI/ASHRAE-15: SAFETY STANDARDS FOR REFRIGERATION SYSTEMS.
PAGE :DESIGN DATE:SCALE: NTSREVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:DESIGNER POOLSAND ENCLOSURESGARFINKLE120 BLUE GROTTO DRFT PIERCE FLDATECA CERT. #30782PROJECT NO. 2126426-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATE11/12/202122- EXTEND HORIZONTAL #3 REBAR 18" MIN. INTO THE ADJACENT POOLWALL OR BASIN SIDE WALL, AT EACH END.3- HOOK VERTICAL REBAR 18" MIN. INTO POOL FLOOR AND BASIN FLOOR/ WALLIN ALTERNATING DIRECTIONS.1- PROVIDE AUTOMATIC WATER REFILL TO THE BASIN, WATER CONNECTION TO THE HOUSE IS TOHAVE A VACUUM BREAKER IN THE LINE AND IS TO BE DONE BY A LICENSED PLUMBER.THE BASIN IS TO BE SIZED TO HAVE SUFFICIENT VOLUME TO CATCH AND STORE DISPLACEDWATER DURING POOL USE. FACTORS TO BE INCLUDED IN THE BASIN SIZING:1. THE VOLUME OF WATER NEEDED TO FILL THE SUPPLY, RETURN PIPES, AND BASIN TO THE DEPTH SHOWN IN DETAIL.2. THE VOLUME FOR BATHER SURGE, WHICH IS THE WATER EACH BATHER DISPLACES WITH MOVEMENT.3. THE VOLUME OF WATER THAT IS NEEDED TO RAISE THE LEVEL OF WATER IN THE POOL ABOVE THE EDGE AND OVERCOMEVARIANCES IN EDGE TOLERANCE.1. MASONRY SHALL BE ASTM C-90 BLOCK WITH LADDER TYPE HORIZONTAL JOINTREINFORCING AT 16" O.C.2.GROUT SHALL BE 3000 PSI MIN.3. USE TYPE "M" OR "S" MORTAR.4. CONCRETE SHALL BE 3000 PSI MIN.5. REINFORCING SHALL BE ASTM A615 GRADE 60.6. VERIFY ALL ELEVATIONS AND LOCATIONS WITH ARCHITECTURAL ELEVATIONS.7. ALL CELLS ARE TO BE FILL WITH CONCRETE.8. CONCRETE DECKS ARE TO HAVE 1" DEEP CONTROL JOINTS PERPENDICULAR TOPOOL CUT OR TOOLED INTO DECK AT 10' ON CENTER WITH 24 HRS OF PLACEMENT.1. TILE MINIMUM CONCRETE COVER FOR #3 REBAR IS TO BE 2".2. CONTINUOUS #3 REBAR SPLICES SHALL BE 18" (40 BAR DIAMETERS) MINIMUM LAP,STEEL TO BE BENT, LAPPED, AND PLACED IN CONFORMANCE WITH A.C.J. STANDARDSAND SPECS.3. CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF NOT LESS THAN3000 PSI AT 28 DAYS.IF THE NEGATIVE EDGE TOLERANCE IS HELD TO 1/16" FROM HIGH TO LOW POINTS,FOR A GREATER EDGE TOLERANCE.- NO OUTLET OR OVERHEAD POWER WITHIN 10', IF WITH IN 15' PROTECT BY GFI- BRASS FITTINGS TO J-BOX OR TRANSFORMER WHICH EVER IS FIRST, EXCEPTWHERE PVC IS APPROVED.THIS SWIMMING POOL NEGATIVE EDGE PLAN HAS BEEN DESIGN TO COMPLY WITHSTANDARD FOR RESIDENTIAL SWIMMING POOLS.USE.- WATER VELOCITY IN FIELD-FABRICATED PIPING IS BASED ON THE MAXIMUM SYSTEM FLOWRATE. MAXIMUM WATER VELOCITY IN BRANCH SUCTION PIPING (SHOWN IN FIGURE 1) SHALL BELIMITED TO 6 FEET PER SECOND (FPS) WHEN ONE OF A PAIR IS BLOCKED. IN NORMAL OPERATION THEN,THE BRANCH SUCTION PIPING VELOCITY IS 3 FEET PER SECOND. ALL OTHER SUCTION PIPING VELOCITIESSHALL BE 8 FPS FOR RESIDENTIAL POOLS (SHOWN IN FIGURE 1).- THE MAXIMUM SYSTEM FLOW RATE SHALL BE DETERMINED BY ONE OF THE FOLLOWING:SYSTEM NOW RATE USING THE SHORTEST DISTANCE BETWEEN THE POOL AND THE PUMP. OMITTING THE CALCULATIONS FOR FITLINGS/ VALVES, AND USING THE BEST PERFORMANCE RATINGS FOR FILTERS AND HEATERS: OROPENINGS IN THE LID, OR THROUGH A SEPARATE VENT PIPE, DESIGNED IN ACCORDANCE WITH ANSI-APSP-7 7.2, OR INCORPORATE ANWITH THE CENTER NO MORE THAN 18 INCHES (457 MM) BELOW THE MAXIMUM OPERATING LEVEL. IT SHALL BE PROTECTED BY A LISTEDSUCTION OUTLET COVER/ GRATE WITH A HOW RATING EQUAL TO THE MAXIMUM SYSTEM SLOW DIVIDED BE THE NUMBER OF SKIMMERSFIGURE 3).FITTING SHALL COMPLY WITH IAPMO SPS.CLEANERS). IN ADDITION, THE VACUUM PIPING SHALL BE EQUIPPED WITH A VALVE TO REMAIN IN THE CLOSED POSITION WHEN NOT ISBETWEEN THE OUTLETS WITH NOW OUT OF THE BRANCH OF THE TEE. SEE FIGURES 4, 5, 6 AND 7. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEMS MAXIMUM FLOW RATE.DUAL OUTLETS SHALL BE SEPARATED BY A MINIMUM OF 3 FEET (914 MM) MEASURED FROM CENTER TO CENTER OF THE SUCTION PIPES(SEE FIGURES 4, 5 AND 6) OR LOCATED ON TWO (2) DIFFERENT PLANES, I.E. ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICALWALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS. (SEE FIGURE 7).- THREE OR MORE LISTED SUCTION OUTLETS ARE PIPED IN PARALLEL TWO OF THE OUTLETS SHALL BE PIPED WITH THE TEE FEEDINGTHE SUCTION LINE TO THE PUMP(S) LOCATED APPROXIMATELY MIDWAY BETWEEN THE TWO OUTLETS. THE ADDITIONAL OUTLET (S)SHALL BE PERMITTED WHEN PIPED ACCORDING TO FIGURES 8, 9 AND 10.- A SINGLE LISTED CHANNEL OUTLET SHALL BE CONSIDERED ACCEPTABLE IF THE SIZE OF THE PERFORATED AREA IS 3" OR GREATER INWIDTH AND 31" OR GREATER IN LENGTH.- SINGLE OUTLET SWIM-JET SYSTEMS CONSIST OF A COMBINATION FITTING THAT INCORPORATES A SUCTION OUTLET AND INLET IN ASINGLE HOUSING THAT IS DESIGNED TO MOVE A LARGE VOLUME OF WATER AT HIGH VELOCITY IN A SINGLE DIRECTION. SUCH SYSTEMSSHALL BE TESTED AND LISTED BY A NATIONALLY RECOGNIZED TESTING LABORATORY AS CONFORMING TO THE MOST RECENT EDITIONOF ASME/ ANSI 112.19.8 AND INCLUDE A PERMANENTLY MARKED FLOW RATING TESTED TO PREVENT HAIR ENTRAPMENT. THEY ARE NOTGOVERNED BY THE VELOCITY LIMITATIONS OF ANSIFAPSP-7-4.4.CONSTRUCTION CODE REQUIREMENTSNEGATIVE EDGE WALL STRUCTURAL NOTES:BASIN AUTOMATIC WATER REFILL NOTES:BASIN SIZING NOTE:MAIN DRAIN NOTES:RETAINING WALL STRUCTURAL NOTES:GENERAL STRUCTURAL NOTES:PUMP SIZING NOTE:ELECTRICAL REQUIREMENTS:ENGINEERS COMPLIANCE STATEMENT:VELOCITY AND FLOW RATE NOTES:SUCTION TYPE - SKIMMER / VACUUM NOTES:SUCTION TYPE - MAIN DRAIN / SUCTION OUTLET NOTES:1- ONE ROW OF #3 REBAR AT 6" O.C. EACH WAY, STAGGERED (MINIMUM).PROVIDE A MIN. FLOW OF 3 GPM PER LINEAR FOOT OF EDGE. MORE FLOW IS REQUIREDTDH CALCULATION FOR THE CIRCULATION SYSTEM OF EACH PUMP, OR A SIMPLIFIED TDH CALCULATION. DETERMINES THE MAXIMUMTHE MAXIMUM FLOW CAPACITY OF THE PUMP, WHICH SHALL BE LIMITED BY THE CRITERIA OF ANSI/ APSP-7-4.4 (NOTE ABOVE).MAIN DRAINS ARE NOT REQUIRED. WHEN MAIN DRAINS ARE NOT INCLUDED THE SKIMMER OR SURFACE OVERFLOW MUST BEHYDRAULICALLY DESIGNED TO THE MAXIMUM FLOW RATE OF THE POOL. SKIMMERS SHALL BE VENTED TO ATMOSPHERE THROUGHEQUALIZER LINE. (SEE FIGURE 3). SKIMMER EQUALIZER LINES, WHEN USED SHALL BE LOCATED ON THE WALL.WHEN PIPED THROUGH A COMMON SUCTION LINE, OR THE MAXIMUM FLOW RATING OF THE SKIMMER, WHICHEVER IS GREATER (SEEWALL VACUUM FITTING (S). WHEN USED, VACUUM CLEANER FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION(S) AT LEAST6 INCHES (152 MM) AND NO GREATER THAN 18 INCHES (457 MM) BELOW THE WATER LEVEL AND THE SELF-CLOSING, SELF-LATCHINGSPECIAL USE SUCTION FITTING FOR SWIMMING POOLS, SPAS AND HOT TUBS (FOR SUCTION SIDE AUTOMATIC SWIMMING POOLDUAL OUTLETS, I.E., TWO LISTED SUCTION OUTLETS, ARE PIPED TO A SINGLE, COMMON SUCTION LINE TO THE PUMPS(S). THE TEEFEEDING FROM THE COMMON LINE BETWEEN THE SUCTION OUTLETS, TO THE PUMPS(S) SHALL BE LOCATED APPROXIMATELY MIDWAY.4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com- BONDING GRID PER NEC 2017 680, 26 (C).WIRING AND BONDING AND ALL ELECTRICAL SHALL CONFORM TO NEC ARTICLE 680 (2017).ALL APPLICABLE PROVISIONS OF THE 2020 FLORIDA BUILDING CODE, NSPI-5 AND ANSI/ APSP-7,
PAGE :DESIGN DATE:SCALE:REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:NTSDATECA CERT. #30782PROJECT NO. 2126426-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DATE11/12/2021GARFINKLE120 BLUE GROTTO DRFT PIERCE FL34161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comDESIGNER POOLSAND ENCLOSURES21'‐0"7'‐0"3'‐0"4'‐0"2'‐0"4'‐0"11'‐0"SLIDING GLASS DOORDOOR GUARDIANDG01‐WHOUSECOVERED PORCHPAVER DECK5'‐9"DEEP3'‐11"DEEPPOOL LAYOUT PLANPOOL BARRIERFENCE PER 2020FBC R4501.17LADDERPER 2020FBC R4501.18Offset ledges Shallow end depths 1. Calculate Pool Volume: Surface areaA≔7ft⋅21ft=147ft2Average depthd≔4.83ftV≔A⋅d=5311.243gal2. Determine preferred turnover time in hours ::Q1≔ =―Vtt≔8hr=480min11.065gpm3. Determine Max. Flow Rate4. Spa jets: N/AQ2≔0gpm(For single pump pool / spa combo, use the higher of No. 3 or No. 4 in the following calculations for the pool and spa.Q≔Round⎛⎝max⎛⎝Q1,Q2,⎞⎠1gpm⎞⎠+1gpm=12gpm⎞⎠Calculated flow rateAllowable flow rateActual flow rateActual turnover timeVQQmin≔36gpmQ≔max⎛⎝Q,Qmin=36gpmt≔―=2.459hrREVISION R.2REVISION R.3REVISION R.4REVISION R.5REVISION R.6
PAGE :DESIGN DATE:SCALE:REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:NTSDATECA CERT. #30782PROJECT NO. 2126426-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DESIGNER POOLSAND ENCLOSURESDATE11/12/2021GARFINKLE120 BLUE GROTTO DRFT PIERCE FLTP104120V/10120V/10120V/10120V/10120V/10120V/10 NOTE: POOL AND SPA EQUIPMENT TO BE MOUNTED ON A SUBSTANTIAL BASE IN A MANNERTHAT ELIMINATES PIPE STRAIN, AND MAY NEED RATED STRAPPING IN ACCORDANCEWITH LOCAL HURRICANE CODES.(3) #10 THHN CUIN 3/4" PVCCONDUIT(3) #10 THHN CUIN 3/4" PVCCONDUITLIGHT CORDIN 1" PVC CONDUIT100 OR 300 WATTPOOL LIGHTJUNCTION BOX100 WATTTRANSFORMERELECTRICAL SUB PANEL ORDISCONNECTTIME CLOCKSPA MAIN DRAINBLOWERPOOL MAIN DRAIN (OPTIONAL)POOL SKIMMERPOOL VACUUMAIR LINE TO SPA JETS4 x PIPEDIAMETERFILTRATIONPUMPHEAT PUMP/ HEATERFILTERSPA THERAPY JETSSPA RETURNPOOL RETURNSPAOPTIONALOPTIONAL 12V LIGHTW/ TRANS. 3/4" BRASSOR PVC, SEE NOTES18" +/-LADDER OR SWINOUT WITHOPTIONAL FIGURE "4" HANDRAILSKIMMEROPTIONALFLOW THRU SPANO SKIMMEROPTIONAL1 1/2" VACUUMFIGURE "4" HANDRAILDECK MOUNTEDOPTIONALOPTIONAL DECKPITCH: 1 1/2" IN 10'AWAY FROM POOLENTRY REQUIREDSEE NOTESTYPICAL OR FOR #3 REBAR2' OUT WITH #8 cu TO PUMP2" AIR LINES2" THERAPY RETURN1 1/2"1 1/2"MAIN DRAINS OPTIONALSEE NOTES SHEET 3OPTIONAL VACUUM1 1/2" SPA SPILLOVERRETURN2 1/2" MAIN DRAIN2" MAIN DRAIN1 1/2" VACUUM1 1/2" SKIMMER1 1/2" RETURN(TRUNKPLUMBING)2" 40 G.P.M.MDMD1'-6"MIN.3'-0"LOWEST POINT OF POOL,CLOSEST TO STRUCTUREA: THE POOL'S CLOSEST POINT TO THE STRUCTURELOWEST POINTOF STRUCTURECLOSEST TO POOLB°ARAILING ANCHOR SETIN CONCRETE#8 GROUNDWIRE AND CLAMP10" - 12" TYP.COMPACTED FILLWATERLINE28"1'-0"1'-0"1'-0"1'-0" NOTE:1. ALL SUBMERGED SUCTIONS OUTLET FITTINGS AND COVERS MUST COMPLY WITH VIRGINIA GRAHAMBAKER ACT AND ANSI/ APSP-7-13.2. ENTRAPMENT PROTECTION FOR SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITHREQUIREMENTS OF ANSI/ APSO-7-2006. SEE SHEET 3 FOR DETAILS.3. AIR BREAK-SAFETY VENT-VACUUM RELEASE SYSTEMSARE ONLY REQUIRED FOR RETROFIT ON EXISTING DUAL SUCTION POOLS/ SPAS PER ANSI/ APSP-7-13.NO LIMITS TO SHAPESEE NOTES FOR DEPTHSUCTIONSUCTIONSKIMMERDRAINS OPTIONALSEE NOTES SHEET 34POOL PLAN EXAMPLEPOOL PLAN EXAMPLEPOOL EQUIPMENT SCHEMATIC EXAMPLEANGLE OF REPOSESPA PLANSTEP DETAILB: ANGLE OF REPOSE (NOT TO EXCEED 45 DEGREES)4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.comCHLORINATORPOOL SUCTION40081640081681.3183.112" X 12"18" X 18"MLD-SG-1212MLD-SG-18186410028019810410018035628910411.8314.3462.439.99.028"10"12" X 12"9" X 9"5" ROUND640-231XY640-311XV640-472XV640-470XV640-358XV7096207207361361882062072073613618.811.244.244.285.285.28" ROUND10" ROUND9" X 9"9" X 9"12" X 12"12" X 12"8AV-XXX10AV-XXXWAV9XXXRWAV9XXXWAV12XXXRWAV12XXX72841125601251122565608.117.8132.3771.258" ROUND9" X 9"12" X 12"18" X 18"WG1048EWG1031BWG1032BWG1033BREPLACE COVER AND SCREWS 10 YEARS AFTER CERTIFIED MANUFACTURER DATEREPLACE COVER AND SCREWS 7 YEARS AFTER CERTIFIED MANUFACTURER DATEREPLACE COVER AND SCREWS 5 YEARS AFTER CERTIFIED MANUFACTURER DATEREPLACE COVER AND SCREWS 7 YEARS AFTER CERTIFIED MANUFACTURER DATELAWSONAQUATIC INC.WATERWAYPLASTICSAQUASTARHAYWARDINDUSTRIESINC.WALLFLOORFLOW RATE (GPM)OPEN AREA(SQ. IN.)SIZEMODEL #MANUFACTURERASME/ ANSI A 112.19.8 - 2007APPROVED MAIN DRAIN COVERSPIPE RUNS EXCEEDING 40 FT. AND ELEVATION DIFFERENTIALS OF 5FT. NEED TO ACCOUNT FOR HEAD LOSS IN PIPE SIZING.SCH. 40 PVC PIPEMAXIMUM VOLUMETRIC FLOW RATE (GPM)39623014910463317.4184.2119.483.750.72381388962384"3"2"2 1/2"1 1/2"VELOCITY 10 FT/SSUCTION-BRANCHVELOCITY 8 FT/SSUCTION-BRANCHVELOCITY 6 FT/SSUCTION-BRANCHNOMINALPIPE SIZE
PAGE :DESIGN DATE:SCALE:REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:NTSDATECA CERT. #30782PROJECT NO. 2126426-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DESIGNER POOLSAND ENCLOSURESDATE11/12/2021GARFINKLE120 BLUE GROTTO DRFT PIERCE FL6X6-10/10 W.W.M. OR FIBERCRETE IN CONCRETE4" 3000 PSI CONCRETE AT 28 DAYS1/4" W x 1/2" D TOOLED JOINT AROUNDPERIMETER OF BRICK6" NOMINAL WATERLINE TILE3/8" EXPOSED AGGREGATE OR MARSITE FINISH3000 PSI CONCRETE AT 28 DAYS(2) #5 REBARSCONTINUOUSWITH 24" SPLICE2% MIN./4% MAXDECK SLOPE6"10"1'-0"SCREEN ENCLOSURESCREEN ENCLOSURETHIN SET3000 PSI (MIN.)CONCRETE AT 28 DAYS(2) #5 REBARSCONTINUOUSWITH 24" SPLICESAND IN JOINT 1/16"PAVERS, POOL DECK PERIMETER ROWPAVERS1-1/2" COMPACTED SAND BED IN ACCORDANCE W/MANUFACTURER'S INSTALATION SPECIFICATIONS3/8" EXPOSED AGGREGATE OR MARSITE FINISH3000 PSI CONCRETE AT 28 DAYS2% MIN./4% MAXDECK SLOPE6"12"1'-0"2" MINIMUM COVEREXCEPTION: ROPE AND FLOATS INSTALLEDIF LESS THAN 4'-6" DEEPR 6"2'-9" EXCEPT FOR SLOPING ENTRIES 4'-0"3000 PSI CONCRETE AT 28 DAYS38" EXPOSED AGGREGATE OR MERSITE FINISHWATERLINE6" NOMINAL WATERLINE TILESEE NSPI 5RE: HANDHOLDS4'-0"6"MIN. TO SLOP CHANGE6'-0"4'-6"FINISH 3/8" MARSITE OREXPOSED AGGREGATE6" NOMINAL WATERLINE TILE1" MIN. CANTILEVER1" TOOLED JOINT AROUNDPERIMETER OF POOLWITH TIES AT EVERY INTERSECTIONFOR EQUIPOTENT ENDING GRID6X6 10/10 W.W.M.OR FIBERCRETE IN CONCRETEMIN. SPLICE1'-6"312"3'-0" MIN.1/4" W x 1/2" D TOOLED JOINT AROUNDPERIMETER OF BRICK6X6-10/10 W.W.M. OR FIBERCRETE IN CONCRETE4" 3000 PSI CONCRETE AT 28 DAYS6" NOMINAL WATERLINE TILE3/8" EXPOSED AGGREGATE OR MARSITE FINISH3000 PSI CONCRETE AT 28 DAYS(2) #5 REBARSCONTINUOUSWITH 24" SPLICESCREEN ENCLOSURE2% MIN./4% MAXDECK SLOPE6"10"1'-0"NOTE: ALL JOINTS SHALL BECONTRACTELESS THAN1/16" WIDE.NOTE: THIS TYPE OF DECK FINISH (LAST ROW OF PAVERS)TO BE USE ONLY IF NO ADDITIONAL LOADS WILL BE APPLIEDON DECK (REEN, FENCE, ETC.)COMPACTFILL,12" MIN. OR THEPAVERS EDSODTROWEL CONCRETE (FRESH CONCRETE)2% MIN./4% MAXDECK SLOPEPAVERS, POOL DECK PERIMETERPAVERS1-1/2" COMPACTED SAND BED IN ACCORDANCE W/MANUFACTURER'S INSTALATION SPECIFICATIONS3/8" EXPOSED AGGREGATE OR MARSITE FINISH3000 PSI CONCRETE AT 28 DAYS6"6"6"5COPING POOL/ SPA, DECK AND BEAM DETAILBRICK POOL/ SPA, DECK AND BEAM DETAILTYPICAL POOL/ SPA WALL AND FLOOR DETAILCANTILEVER POOL/ SPA DECK, BEAM AND WALLINTERLOCKING PAVERS, FOOTING AND TYP. DECK DETAILINTERLOCKING PAVERS, FOOTING AND TYP. DECK DETAIL4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com#3 REBARS AT 10" O.C. EACH WAY 18" MIN. SPLICE#3 BAR AT 10" O.C. EACH WAY#3 REBARS AT 10" O.C. EACH WAY 18" MIN. SPLICE#3 REBARS AT 10" O.C. EACH WAY 18" MIN. SPLICE#3 REBARS AT 10" O.C. EACH WAY 18" MIN. SPLICE#3 REBARS AT 10" O.C. EACH WAY 18" MIN. SPLICE
PAGE :DESIGN DATE:SCALE:REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:NTSDATECA CERT. #30782PROJECT NO. 2126426-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DESIGNER POOLSAND ENCLOSURESDATE11/12/2021GARFINKLE120 BLUE GROTTO DRFT PIERCE FL64161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com680-21 NEC (A) JUNCTION BOXES ANDENCLOSURES FOR TRANSFORMERS OR GROUND-FAULT CIRCUIT INTERRUPTERS.:5. LOCATED NOT LESS THAN 4 IN. (102 MM),MEASURED FROM THE INSIDE OF THE BOTTOM OFTHE BOX, ABOVE THE GROUND LEVEL, OR POOLDECK, OR NOT LESS THAN 8 IN. (203 MM) ABOVETHE MAXIMUM POOL WATER LEVEL, WHICHEVERPROVIDES THE GREATER ELEVATIONNOTE:PLACE (1) #8 SOLID COPPER GROUND WIRE WITHIN 6" OF THE POOL BEAM AROUND THEPERIMETER OF POOL BELOW DECK AND GROUNDED TO THE POOL STEEL.100W OR 300W LIGHT 12VUNDERWATERMINIMUM DISTANCE FROM 4' FROMWATER'S EDGE TO JUNCTION BOX,TO BE PROVIDED BY SWIM SPACONTRACTOR AND INSTALLED BY GENERAL CONTRACTOR5' IS MINIMUM DISTANCE FROMWATER'S EDGE TO TRANSFORMER,TO BE PROVIDED AND INSTALLEDBY GENERAL CONTRACTORJUNCTION BOX#8 COPPER BOND WIRECONTINUOUS AROUNDPOOLLIGHT NICHE#8 COPPER BOND WIRE, BONDED TO EXTERNALLUG ON LIGHT NICHE, CONTINUOUS FROM NICHETO SWIM SPA EQUIPMENTTRANSFORMERTO EQUIPMENT3/4" CONDUIT FROM JUNCTION BOXTO PANEL, BY GENERAL CONTRACTOR3/4" CONDUIT & WIRE FROM TRANSFORMERTO PANEL, BY GENERAL CONTRACTOR#8 GREEN COATED COPPER BOND& 1" CONDUIT WIRE, BONDEDTO INTERNAL LUG ON LIGHTNICHE, COATED WITH 3MCOMPOUND CONTINUOUS FROMNICHE TO JUNCTION BOX8"5'-0"4'-0"1'-0"SKIMMER WITHOUT SUCTION OUTLET (NO MAIN DRAIN)PIPE SIZED TO MAXIMUMFLOW RATE OF SKIMMEROR SYSTEM. ADD SKIMMERSFOR ADDITIONAL FLOW, ASSKIMMER FLOW RATESWILL VARYVENT THROUGH LID#5 @16" O.C. HORIZONTALCLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTMD1557 12" LIFT MAX.LONGTRANS2000 PSFBEARINGCAPACITYCLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTMD1557 12" LIFT MAX.1-1/2" SAND#3 @16" O.C.CONC. PAVER(1) #5 CONT.ALL CELLS TO BE FILLEDW/ 3000 PSI @ 28 DAYSSTUCCO AND PAINT BYGENERAL CONTRACTOR (TYP)8" CMU WALL (TYP)OPTIONAL SHOT-CRETEOR GUNITE3" CPP PERF. W/ SOCK W/ FDOT#57 & FILTER FABRIC#4 @24" O.C. VERTICAL2" SCH-40 PVC @10' O.C.8"WALL HEIGHT5'-0" MAX.8"FOOTER WIDTH1'-0" 8"1'-0"1'-0"SEE WALL IF APPLICABLECOMPACTED FILL#3 BAR @6"O.C. EACH WAYEQUALIZERSP1019W/ GRATESEE SHEET 3 FORSUCTION OUTLETPLUMBINGDISTANCE NOT TO ENCROACHGOVERNING BUILDING CODESETBACK OE EASEMENT3"VARIESGRAVELEACH WAYEXPOSEDAGGREGATE5 1/4"ONE ROW OF#3 BAR @6"O.C. EACH WAY6X6 WATERLINETILESCREEN ENCLOSUREBY OTHERS3'-4"WATERLINEMAX WALL HEIGHTNOT TO EXCEED 6'-0"4"8"4"4"PUMP (TYP)SUCTION OUTLET(TYP)PVC TEE SIZED TOMATCH LARGERPIPE8 FEET PERSECOND MAXIMUM (TYP)3 FEET PER SECOND WITHBOTH SUCTION OUTLETSFLOWING (TYP)MINIMUM DISTANCE 3 FEET APART(PIPE CENTERLINES)DUAL OUTLETS ONDIFFERENT PLANES(ELEVATION OR PLANVIEW)THREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMPMINIMUM DISTANCE 3 FEET BETWEEN OUTERMOSTOUTLETS (PIPE CENTERLINES)A SINGLE LISTED CHANNEL OUTLET SHALL BECONSIDERED ACCEPTABLE IF THE SIZE OF THEPERFORATED AREA IS 3" OR GREATER IN WIDTHAND 31" OR GREATER IN LENGTH.POOL LIGHT & EQUIPOTENT BONDINGCHANNEL OUTLET TO SINGLE PUMPRETAINING WALL SECTION - BCHANNEL OUTLET TO TWO PUMPIN PARALLEL SYMMETRIC PIPINGTYPICAL NEGATIVE EDGE DETAILPIPE VELOCITYPARALLEL DUAL OUTLETS TO TWO PUMPSKIMMER VENT THROUGH LIDDUAL OUTLETS ON DIFFERENT PLANESSINGLE UN-BLOCKABLETHREE OR MORE OUTLETSSINGLE UN-BLOCKABLE#3 BAR @10" O.C.
PAGE :DESIGN DATE:SCALE:REVISION 2:CONTRACTOR:PROJECT ADDRESS:FLORIDA ENGINEERING LLCREVISION 1:NTSDATECA CERT. #30782PROJECT NO. 2126426-RThis item has been electronicallysigned and sealed by Craig E.Gunderson, P.E. on date belowusing a Digital Signature. Printedcopies of this document are notconsidered signed and sealed andthe signture must be verified on anyelectronic copies.DESIGNER POOLSAND ENCLOSURESDATE11/12/2021GARFINKLE120 BLUE GROTTO DRFT PIERCE FLWATERLINESCREEN ENCLOSUREIF SCREEN COLUMN USED IS TOBE PLACED ON POOL/ SPAWALL, THE BEAM THICKNESSIS TO BE A MIN. OF 10"6"1'-0" 3"10"MIN.3"HORIZ.WALL REINF.VERT.WALLTRANS.LONG.FOOTERWIDTHWALLHEIGHT#4 @16" O.C.#4 @24" O.C.#4 @24" O.C.NOT REQUIR.#4 @16" O.C.#4 @24" O.C.#4 @24" O.C.#4 @32" O.C.#4 @16" O.C.#4 @24" O.C.#4 @24" O.C.#4 @32" O.C.4 # 53 # 52 # 52 # 53'-4"2'-10"2'-4"2'-0"RETAINING WALL SECTIONS A & B5'-0"4'-4"3'-8"3'-2"MUD SET PAVER(1) #5 CONT.ALL CELLS TO BE FILLEDW/ 3000 PSI @ 28 DAYSSTUCCO AND PAINT BYGENERAL CONTRACTOR(TYP)8" CMU WALL (TYP)OPTIONAL SHOT-CRETEOR GUNITE3" CPP PERF. W/ SOCKW/ FDOT #57 & FILTERFABRICWALL REINF.2" SCH-40 PVC @10' O.C.CLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTM D1557LONGTRANS2000 PSFBEARINGCAPACITYCLEAN FILLCOMPACTEDTO 98% OFMODIFIEDPROCTOR PERASTM D155712" LIFT MAX.1-1/2" SANDWALL HEIGHT5'-0" MAX.CONC. PAVER8"FOOTER WIDTH1'-0" 8"8"1'-0"1'-0"(2) #5 LONG#4 @32" O.C. TRANSMUD SET PAVERCONC. PAVER1-1/2" SAND#4 @24" O.C. VERTICALW/ FILLED CELLS8" CMU WALL (TYP)STUCCO AND PAINT BYGENERAL CONTRACTOR (TYP)(1) #5 CONT.CLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTMD1557 12" LIFT MAX.MIN. 2000 PSFBEARINGCAPACITYCLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTMD1557148"10"1'-8"10" 3'-0" MAX.8"CONCRETE DECK W/ 6X6 - 10/10WWFOR FIBROMESH W/ 1" DEEP EXPANSIONJOINT CUT 8" IN FROM OUTSIDE OFRETAINING WALL PARALLELWITHIN 24HRS OF PLACEMENT#3 @16" O.C.(2) #5 LONG#4 @32" O.C. TRANS#4 @24" O.C. VERTICALW/ FILLED CELLS8" CMU WALL (TYP)(1) #5 CONT.STUCCO AND PAINT BYGENERAL CONTRACTOR (TYP)CLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTMD1557 12" LIFT MAX.MIN. 2000 PSFBEARINGCAPACITYCLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTMD1557141'-8"10" 3'-0" MAX.8"10"8"CLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTMD1557 12" LIFT MAX.MIN. 3000 PSFSHOT CONC. W/ GUNITESMONOSHOOTCLEAN FILL COMPACTEDTO 98% OF MODIFIEDPROCTOR PER ASTMD1557(2) #5 LONG#3 @12" O.C.#4 @32" O.C. VERTICALW/ FILLED CELLS8" CMU WALL (TYP)(1) #5 CONT.MUD SET PAVERCONC. PAVER1-1/2" SANDSTUCCO AND PAINT BYGENERAL CONTRACTOR (TYP)10" 3'-0" MAX.1'-8"8"10"148"SKIMMER WITH EQUALIZER AND NO SUCTION OUTLET(NO MAIN DRAIN)LISTEN SUCTION OUTLETREQUIRED (DRAIN POT& GRATE)VENT THROUGH LID18"MAXMINIMUM DISTANCE 3 FEET APART(PIPE CENTERLINES)SUCTION OUTLET(TYP)SUCTION OUTLET(TYP)MINIMUM DISTANCE 3 FEET APART(PIPE CENTERLINES)LISTED SUCTION OUTLET(GRATE & FRAME)LISTED SUCTION SUMP(MAIN DRAIN POT)HYDROSTATICRELIEF VALVE(WHEN NEEDED)SUCTION LINECOLLECTION TUBEGUNITE OR SHOTCRETE(CONCRETE)PLASTER POOL SURFACED MIN.DMIN.1.5 *DMIN.DD MIN.DMIN.1.5 *DMIN.D1.5 *DMIN.DMIN.DMIN.DDMIN.1.5 *DMIN.DGENERAL NOTES:(a) D= INSIDE DIAMETER OF PIPE(b) ALL DIMENSIONS SHOWN ARE MINIMUMS(c) A BROKEN LINE (- - -) INDICATES SUGGESTED STP CONFIGURATIONTHREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMPTHREE OR MORE OUTLETS IN PARALLEL TO SINGLE PUMPMINIMUM DISTANCE 3 FEET BETWEEN OUTERMOSTOUTLETS (PIPE CENTERLINES)MINIMUM DISTANCE 3 FEET BETWEEN OUTERMOSTOUTLETS (PIPE CENTERLINES)7SCREEN ENCLOSUREON POOL BEAM DETAILRETAINING WALL SECTION - ARETAINING WALL SECTION - DRETAINING WALL SECTION - CPARALLEL TO ONE PUMPRETAINING WALL SECTION - EIN PARALLEL ECCENTRICALLY TEPPED PIPINGPARALLEL TO DUAL PUMPS IN PARALLELTYPICAL SUCTION OUTLET MAIN DRAIN- FRAME, GRATE & POT DETAILIN PARALLEL LOOPED PIPINGOPTION COPTION A OPTION BOPTION DSKIMMER WITH EQUALIZERDUAL OUTLETS INDUAL OUTLETS INTHREE OR MORE OUTLETSTHREE OR MORE OUTLETS4161 TAMIAMI TRAIL, UNIT 101PORT CHARLOTTE, FLORIDA 33952(941) 391-5980www.flengineeringllc.com