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1500 W PARK TER - POOL DRAWINGSBOUNDARY & TOPOGRAPHIC SURVEY A PORTION OF LOT 3 AS SHOWN ON PLAT OF SELVA MARINA UNIT NO. 2 RECORDED IN PLAT BOOK 27, PAGES 6-6A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. GRAPHIC SCALE a 20 40 ( IN FEET ) 1 inch - 40 !t. LINE TABLE DENOTES FND 1/20 I.P. LME DIRECTION LERM Until) S11W5O'E 110.31 L2(1)XM) N11'S6$0'W 20.00 E•3(DXM) S11T16'SD'E 20.00 L4(P) 114720WE OLM L5(C)(M) N4351'26'E 50.10 L6(CXM) N5039'11'E 60.10 CURVE TABLE CURVE RADIILENGTH CH IS ARC ORD DIRECTION CHORD LENGTH DELTA CI(P)(M) 30.00 31AO Ntr44'40'E 20.72 5973'00' I DENOTES FND 1/20 I.P. v . � vs an. NO I.D. UNLESS OTHERWISE NOTED ® — DENOTES WATERMETER a — DENOTES SANITARY CLEAN OUT xi 0.11 DENOTES CONCRETE -� 1 0 r + — DENOTES SOFT ELEVATION SHOT off— DENOTES HARD ELEVATION SHOT + 69 0-00 —DENOTES CONTOUR LINE LS®t ---- — DENOTES TOP OF BANK W -- - — DENOTES TOE OF SLOPEw: 1� M i 1E IANOG ! 16TH STREET IMPERVIOUS COVERAGE Fraroga s1.s FL snlr COMMUNITY DEVEIOPMEN APPROVED W �.gp�EDi �c � 7.esr 0AI' Y yo � �niri�inms `4�• , •�� w..e-- y v . � vs an. a Ott � •' OEM" AT THE NORTHEAST Coon OF SAD IAT 3. THENCE ALONG WESTERLY 5.3 an \ xi 0.11 ..• `!-� a I►ea � ° � oa 1 J , eve i 69 w1 s CL INT. L3 DESS81Cllft (PARCEL '5.7 / a Ott � •' OEM" AT THE NORTHEAST Coon OF SAD IAT 3. THENCE ALONG WESTERLY RIGHT-OF-WAY LME OF PARK TERRACE HEST S1156'S0'E. A DISTANCE OF 110.31', THENCE DEPARTING SAID RMT -OF -WAY, N74'J'03'IM A DISTANCE OF 1911.93' TO A an \ CONTAINING 0.26 ACAM MORE OR LESS a I►ea � ° � oa 1 J 1 o w1 s NEWIM R 100AM Nerd" Q UPGAsi FAVM aACC® I IEwloN aADDED 1 ER INNa® ACC1 WOMEN 't Aram I PRZPAMM hssr Al OIC W"If e1N DID" ON sE RM asn !- file 011111" sees M MaAMsal Aids A M YAr AIO/41 / e eT O Nowa en INVAUR.• Mo ost eUO� Lam Leiser As W wo" MIK'4. WIMM AND / I e0{8Y Ipl sE es a 1E GWe�MIl�lO Q�l� W �� M a an ACBwmz OIML M 10 sE L MIIICU mo m OSSI HOMES Q�. azgrn=D T0:OSSI HOMES VIN B"TV" TRAIL SURVEYING, INC. LAID SOBYleym — PLS — LM DRYMPM 9' CONSULTANTS Meet 1501 COUNTY ROAD 316 SUITS NO. 104 (oOL 2154-888L Q�IC>� 'I�OOFF �UTSOSIZ�'PION LH {1884-74668 e COPYRICIIff ® 8018 A.� 1 HEREBY CERTIFY, that thisNOTATION: FF.I.R.M. ZONE Y groPhlY ►ePresenh The survey hereon was mads without benefit of abstract or the results of a field survey mads under my responsible search of title„ and tl»refors the undersigned and Bertram direction and compiles with the latest Minimum Technical Trail Surveying make no CertificaUansregarding information PANEL M. pp Standards for Surveys as promulgated by the Fiorkio State shown or not shown hereon pertainin to =nests, claims Board of Professional Surveyors and Mappers, Chapter of easements. Rights—of—way, setback line% overlaps. FB/PC: yO° 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Lim disputes, agreements, reservations or other statues, subject to all notes and notations shown hereon. similar matters which may appear In the abstract, or leach DATE: X ELEVATION: N/A 120077 0400H 6/03/13 MAY A 2012 MAY 15. 2012 This survey is prepared and certified for the exclusive use of 5/3/12 hAoerw FIELD WORK COMPLETED MAP ORIMALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the sipature and PRO,ECT NO.: FEIASION: rrer the original raised sed of a Florida licensed surveyor and 1199-12—M F RAYMOND PAUL SUTHERLAND, P.S.M. Imapper. STATE OF FLORIDA LICENSE NUMBER LS 6477 1 ORAWN BY: MEB CHECKED BY: RPS SHEET t OF DESS81Cllft (PARCEL '5.7 / A PORTION OF LOT 3 SELVA MARINA INT NO.A== PER PMT 6001( 27, PAGES G& DMAL COUNTY, ET.ORDA AND SENO MORE PAR1KIlLARLY OESCMBID AS FOLLOWSe OEM" AT THE NORTHEAST Coon OF SAD IAT 3. THENCE ALONG WESTERLY RIGHT-OF-WAY LME OF PARK TERRACE HEST S1156'S0'E. A DISTANCE OF 110.31', THENCE DEPARTING SAID RMT -OF -WAY, N74'J'03'IM A DISTANCE OF 1911.93' TO A POINT LNNO ON THE WESTERLY PROPERTY LINE OF SAID LOT 3. THENCE kll'IW 0'w. A DISTANCE OF 20.00' TO THE NQRI M M70 LY CORNER OF SAID LAT 3. THENCE AIaNG NORTHERLY PROPERTY UNE OF SAID LAT .1 117BUTIO'E. A DISTANCE OF 175.00' TO THE PONT OF BEGINNING OF PARCEL 'A' HERON DESCRBED. CONTAINING 0.26 ACAM MORE OR LESS SAD LAND SWAIM. LYING AND OEM N WV& COUNTY. FIARDA azgrn=D T0:OSSI HOMES VIN B"TV" TRAIL SURVEYING, INC. LAID SOBYleym — PLS — LM DRYMPM 9' CONSULTANTS Meet 1501 COUNTY ROAD 316 SUITS NO. 104 (oOL 2154-888L Q�IC>� 'I�OOFF �UTSOSIZ�'PION LH {1884-74668 e COPYRICIIff ® 8018 A.� 1 HEREBY CERTIFY, that thisNOTATION: FF.I.R.M. ZONE Y groPhlY ►ePresenh The survey hereon was mads without benefit of abstract or the results of a field survey mads under my responsible search of title„ and tl»refors the undersigned and Bertram direction and compiles with the latest Minimum Technical Trail Surveying make no CertificaUansregarding information PANEL M. pp Standards for Surveys as promulgated by the Fiorkio State shown or not shown hereon pertainin to =nests, claims Board of Professional Surveyors and Mappers, Chapter of easements. Rights—of—way, setback line% overlaps. FB/PC: yO° 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Lim disputes, agreements, reservations or other statues, subject to all notes and notations shown hereon. similar matters which may appear In the abstract, or leach DATE: X ELEVATION: N/A 120077 0400H 6/03/13 MAY A 2012 MAY 15. 2012 This survey is prepared and certified for the exclusive use of 5/3/12 hAoerw FIELD WORK COMPLETED MAP ORIMALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the sipature and PRO,ECT NO.: FEIASION: rrer the original raised sed of a Florida licensed surveyor and 1199-12—M F RAYMOND PAUL SUTHERLAND, P.S.M. Imapper. STATE OF FLORIDA LICENSE NUMBER LS 6477 1 ORAWN BY: MEB CHECKED BY: RPS SHEET t OF jpecifications: 316 f -t2 Pool w/ Praised spa Deptk 8,3 8 6 gallons capacity com6ined 390 ft2 0f decking (includes coping) 4 wall returns 1 cleaner line 1 QQuikskim waterline skimmer 2 AVEC channel drain (Pool & spa) —Ste Flan~ Z/ For tine : M A Moran Reside 1 500 ParkTerrac Atlantic beack, F1 3 1 2v nickeless LED lights (pool/spa) 1 Pentair lntelliflo XF pump 1 Pentair Clean & Clear 200 cartridge filter I Pentair MasterTemp 4OOk gas heate Pentair Easytouch automation w/ 2Ok alt Pool to 6e protected 69 alarms and fenc ng per me 2017 P(eoared ickael A. Kemeika CPC1457833 2275 Atlantic E)Ivd Neptune F)eack, rL 32266 V 6/18/2018 coping 1 . vr-- rvvo --vir,11G111, Scale: 1/8" = 1 ft. 7 A w c II CD k TC ACT" P.A. W. ail swam PAD UAW NMI 7.7 i• fR.I u 9 TWO Sme 4 0.6 .' F*F* ELEVe 1 1.08 , LOT �f3 ELEVe '10.45 0" , maw 44. 1"SE #1 I D 0.71 A1. l �r. • cl- L Q • • ILU Q O Q �� +• 4 • • •,�� • • c ,� SL O41i 49.0 1, 64 PAD 41, 40- 42 ALI 00 41 t�,, C 94 41 % C ti c ICN 44 0 41 z � � BOUNDARY & TOPOGRAPHIC SURVEY A PORTION OF LOT 3 AS SHOWN ON PLAT OF SELVA MARINA UNIT NO. 2 AS RECO ED IN PLAT BOOK 27, PAGES 6-6A OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. IN FEET ;h - 40 !L LINE TABLE CURVE TABLE UNE DIRECTION LENO7H LI(P)(M) SI1'36'50'E 110.31 L2(DXM) N f1WBO'w 20.00 L3(0)OM) 311116 WE 20.00 L4(P) N4736'10'E SILOS L5(CXM) I N43a1'26'E 80.10 LG(CXM) Mau- sil'E I Be. 0 ® CURVE TABLE CUlr�RADIUSARC LENDTN CHORD DIiEC7NN CHORD LENs7N I DELTA C1(P ) 30.00 1 31.09 N17'44'40'E 20.72 5933'00' DENOTES FND 1/2* I.P. NO I.D. UNLESS OTHERWISE NOTED ®- DENOTE WATERMETER a - DEN0 ' SANITARY CLEAN OUT DENOTE CONCRETE +° - DENOTE SOFT ELEVATION SHOT DENOTE' HARD ELEVA71ON SHOT + 0.00 - DEN TES CONTOUR UNE --- - DEN TES TOP OF BANK --- - DEN ;TES TOE OF SLOPE 41, •y6 40.1 ti'�o4p >�'•� NtYOI R nPMW IOOeaN00 DATA NarO a N"701 MIL /N INVAM N EWWa AN® AL rN!R WMANIS S OMe N aA000 fYUNAM LOCAIM XONKI N a0- A0 0000 NrONO Dam 4010CM A: ADO® Nam NMON STAN EWA= FOR: ASS I / k0'& COMMUNn Y DEVELOPMENT PROVED It DOOR wIAN >N= us N NOAn = A 10 No INP MW O a By M 000.6 susvOla SOME 0.r P.W OR NA= Nw R[ PAWN ==Calm UNNR Nm AK TO NIN N NAANnA4 VNIMME, AND rr'ERMOUS C01kRAGE MI aa>. AM FL nLAe n ars LOT � 16TH STREET of (PARCEL "A) CL INT. A PORRON OF LOT 3 SELVA MARNA UNIT N0. 2 PER PLAT BOON 27. PAGE 6 -ft VAL DUCOUNTY. ROMA AID BEING MORE PAR17MARLY DESCRBED AS FOLLOWS BEGNLING AT TIE 0 EAST CORNER OF SAID LOT 3, (HENCE ALONG IIESOXY RIGHT -OF -Why LSE OF PARI( TERRACE WW 511156%ft A DISTANCE OF 110.31'. THENCE DEPARING SAD RIGHT-OF-WAY. N747BVft A DISTANCE OF 196.6S 70 A PONT L1IMi ON 7FE tIES1EILLY PROPERTY iNE OF SAIDLOT ; THENCE III &W'% A DISTANCE OF 20.07 70 7NE NORDRIENERLY COWER OF SAID LOT 3. 7HFNCE ALANO NORTHERLY PROPERTY LOW OF SAID LOT 3. N7BW40'E, A DISTANCE OF 175.00' TD THE PONT OF BEGINNING OF PARCEL 'A' HEREIN OMCRDED. CONTAINING 0.26 ACRES. MORE OR LESS SAD LAND WUAIED, LMNO AND BEING N DUVAL COCNTY, FLORIDA CUTRM TO.OSSI HOMES 6 BARTR" TRAIL SURVLYINGo INC. LM SURVZYORB - PLUCt - LM DSYSIAPI� CIZINUTAM IN1 COUNTY ROAD 915 sIA1'1'li NO. 106( ) EIK�-8884 -�- QRS CONK sass, FL 5804.9 FAX 204-22M 284- 0117MCAIR OF ADTSORI�TION LB 1 COPTRIGHr 0 2012 9 HEREBY (ER11FY, that this NOTATION: FJ.F M. the HEREBY of O field atthrnasN survey de un m graphically fists � survey baron was mads eNhout benefit of abstract or FLOOD ZOM the results and survey Y responsible search of this, and thanrefar the undersigned and Bertram compiles with the latest M(nkrwm Technical Trait 9xvsying make no Certifications, regarding information PANEL N.: pa Standards for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims -e. Board of ProfesskNwl Surveyors and Mappers. Chapter of Basements. Ri 1tZf=way, setbadt 11 e% overlaps, FB/PG: L 5J-17 F.A C.; Puruant to ssctlon 472027, Florida Boundary Line disputes agreements, roearvotkm 0.r other -puts statues, subject to all notes and notations shown hereon. s(miar matter wh1Cf1 may appear in tins abstract, 0.r MAY 3. 2012 MAY 15. 2012 This survey is Prepared and certified for the exclusive use of DATE- FIELD ATEFIELD WORK COMPLETED MAP ORIGNALLY SIGNED the dont named hereon and the survey map and report of -- th I thereof X ELEVATION: N/A 120077 0409H 6/03/13 677/63 77x/33 795/19 5/3/12 ' � 1'-40' e cop 0.e are not valid without the signator and PROJECT NO.: REVISION: the original robed sed of a Florida ikxnsed surveyor and 1199-12-008 F RAYMOND PAUL SUTHERLAND, P.S.M. Imapper. STATE OF FLORIDA LICENSE NUMBER LS 6477 1 DRANK BY: mm CHECM BY: RIPS SHEET 1 OF -_-L_ W ►uwsv Dors sBw wNOu uaou►rsaN w,oN A -►�N.. d u�.y, yprMu Leta r►L uNs UENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE SUILDIN3 2017 AND FLORIDA BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND ANSIM SPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSUNSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE - LATEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFYYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POO AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS ANDOFINANCES, 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTR CTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM T ATMOSPHERIC BREAP WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE REQUIRE O WATER LINE USED TO SUPPLY THE POOL. N THE POTABLE 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN SPA CONSTRUCTION. THESE DRA 'NGS ALSO RELATE TO 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCEWITH FSC 45 EQUIPMENT," 4.214, "WATER HEATING 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUS" BE ELIMINATED. HE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFTPRE SURE, CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERORAIN PUMPING SY TEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL Ot T OF THE GROUND.. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. /PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2017 FRC 109,1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS W ERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING ANY ERIOD OF ANY GIVEN YEAR. STRUCTURALNOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL', BE #3 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH. BETWEEN 6'0" AND 10'0", USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF HE POOL OVER VIN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH 20" LAP JO qT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 1(Y0", USE 04 BARS AT 6" ON CENTER VERT CALLY STARTING AT 3b" DEPTH IN THE AREA OF THE POOL OVER 8'0" IN TOTAL DEPTH), NOTE APPLIES TO NO F 4AL, SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 5 PCF DSUNIT WEIGHT OF 120 OVER HALL BE 3F WITHOUT. IF CONCRETE IS CAST AGAINST BARE EARTH ON WITH A BARR ER (STEELTEX) BETWEEN CONC ETE AND EARTH T N MUM BARRIER, MINIMUM 2". 2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN, 6" THICK AND SHALL E PNEUMATICALLY 4,0 PSI IN 28 DAYS. CONC ETE 2,500APPL1PSI SHALL BE CCONCRETE CONSTRUCTION WILL CONFORM TONCRETE WITH A COMPRESSIVE STRENGTHOO AC�1 STANDARD 318.. M NU IIMWALLETHIIC NESS MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NORMAL" SOILS NLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMP CTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTEREIN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTASL MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE POOL MUST BE REDESIGNED. 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 2000 PSF. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTi OLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUC TURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA. 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCORDIN TO UBC SECTION 1922 AND ACI 606. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS THAN FIVE TO ONE. 7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS LESS THAN 40F AND FALLING, OR IF N. 8. SUBSTRATE HOULDATURE IS GBEEFOGEM Y RA - PRAYED WI HEWAT R PRIOR TO SHOTCRETE/GUNITE AP kIIOATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENTS, EEL. 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNITE, THE LOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS, FOR SHOTCRETE/GUNITE FLOORS, kPPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING NALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF THE POO EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 4 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AS A GUID LINE. 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRECTION, N T SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRE E/GUNITE FACE TO REBAR SHOULD BEA MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS MINUS 3". 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATU E OF THE WALL, 1 - #4 BAR 15. UPT O 2YD AMETERIPIPING MAY BE PLACED IN BE SUSTTUTED FOR 2 - #3 BARS INOTHE LOWER OUTSIIDE COIR ER OF THE SO ID BEAM PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALL ,L REINFORCEMENT. 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. 17. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOR SOIL, THE: RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRE ksuacc MINIMUM REINFORCEMENT #3 BARS SPACED 10" O.C. E.W. TYPICAL POOL 3' TO V DEEP TYPICAL EXTRA TRANSVERSE -� REINFORCEMENT43 10' LENGTH SPACED ON 10" CENTERS BETWEEN MAIN BARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) onu i l;Kt I t/GUNITE STEPS OR BENCHES AS NEEDED 143 DIAGONAL, E.W. AT DRAIN SIMILAR TO LIGHT NICHE DETAIL LONGITUDINAL POOL SECTION NTS - ADJUSTABLE FLOOR INLET. FINISHED POOL AFTER FULL CLOSE, BACK OPEN FLOOR 1/2 TURN. (FLOOR INLETS SHALL BE FLUSH WITH POOL FLOOR.) SUPPLY HEADER mii� POOL FLOOR INLET DETAIL N. T. S. SPRING LOADED VERTICAL CHECK EQUALIZER VALVE TO PUMP SUCTION 9E, 61, STRUCTURAL NOTE 5 4DISTURSED )IL (NO VOIDS) TYPICAL SWIMOUT DETAIL N, 1.0. WATER LEVEL (CENTER LINE OF SKIMMER) _z EQUALIZER FITTING W/ VGB-COMPLIANT GRATE (IF INSTALLED) tf�� VACUUM FITTING - SEE NOTE 3 BELOW NOTES: 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN ENGINEEREE AN EQUALIZER LINE. 2. EQUALIZER LINES, WHEN USED, SHAVENT PIPE, OR LT LL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18" BELOW THE MAX. OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVER/GRATE. IF THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED, THE SKIMMER PORT MUST BE PLUGGED. 3. WHEN USED, VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" AND NO GREATER THAN 12" BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A SELF CLOSING, SELF LATCHING FITTING IN ACCORDANCE WITH APMO SPS 4. SKIMMER AND VACUUM FITTING DETAIL PLANS EXPIRE: MAY 16, 2019 Z CROSS i1] BRACE N RECOMMENDED ESCUTCHEON PLATE ANCHOR SOCKET -/ \ I I I LEVEL LADDER TREADS SHALL BE RUBBER BUMPER SLIP -RESISTANT POOL WALL 4 I- 6" MIN. LADDER DETAIL N.T.S. FLOOR REINF. AS PER STANDARD PLAN MAIN DRAIN DETAILI 24*SO N.T.S. OR R'0 AMYat RESIDENTIAL Certlflcate of thorlty No. 2817) - TO PUMP ' DETAILS _ L • I 2 - #3 BARS BENT CPC 1457833 AS SHOWN EACH 1 1/2" DIA. ..I ..' ..' - WAY AND LAPPED HYDROSTATIC RELIEF - 18"WITH IIORCEMENT, PIPE BOTTOM 12" SHEET 1 OF 4 „�NAIINIlayss67"r� PERFORATED. (SEE I- MIN. 3" GENERAL NOTE 13) -- `r - CLEARANCE FROM EARTH 3/4"- 1 - 1/2" DRAIN ROCK MAIN DRAIN DETAILI 24*SO N.T.S. OR R'0 AMYat RESIDENTIAL Certlflcate of thorlty No. 2817) GENERAL NOTES AND 13 ,�� UTE101 DETAILS ��°��'Q'•.•''�L\CE%jjs;•.,•%��c. • SUNRIS E POOLS OF JACKSONVILLE LLC 5714 CPC 1457833 1822 KINGS WAY �0 NEPTUNE BEACH, FL 32266 (904) 329-2906 �:' . (904) 551-7281 • ,� .,,, �+/ •ss..,..• NOT TO SCALE MAC SHEET 1 OF 4 „�NAIINIlayss67"r� APPROVED BY: SEL b 1/2" WHITE VINYL JOINT 8" • 11' STRIP (N/A FOR PAVER CONCRETE DECKS) THICKNESS CONCRETE DECK (OPTIONAL) INCHES WITH SLIP RESISTANT TOPPING 6 ON COMPACTED GROUND WITH 6 ALL ORGANIC MATERIAL 8 REMOVED. 4" THK. WITH FIBER 10 MESH, 6' WITH #3 REBAR 10 3 EA #3 REBAR CONTINUOUS 18" REINFORCEMENT #3 - LAP SPLICES AS NECESSARY �� 3" DOUBLE CURTAIN WATER LINE TILE, GLAZED, MIN. 4" TYP CAL WALL RETURN, OR VACUUM FITTING, WITH WAI ER STOP FLANGE LIG T FIXTURE & NICHE R= "WHENH=3'-0" RADIUS INCREASES 6" FOR EACH 1' OF DEPTH a 5'-0" F R = 2'-0" WHEN H = V-0" RADIUS INCREASES V FOR EACH 1' OF DEPTH 16 -0 - STD. 5'-0"STD. REINF.: QUARTZ AGGREGATE PLASTER FINISH #3 REBAR Q 10" O.C. B.W. MIN. SHOTCRETE/GUNITE COVER 3" (EARTH SIDE), 2" WALL (POOL SIDE). REFER TO 6" MIN SHELL STRUCTURAL NOTE 91 FOR . ALTERNATE SCHEDULE. TYPICAL POOL WALL Sg-CTION SCALE: N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS I• INCHES 3.D 6 3.5 6 4.0 8 4.5 10 5.0 10 VERTICAL REINFORCEMENT #3 - 10 INCH CENTERS. NOTE: GREATER WALL THICKNESS (T) OR DOUBLE CURTAIN REINFORCEMENT MAY BE USED IF REQUIRED FOR AESTHETICS OR PLUMBING SPA WALL SCH. 6 I rSEE STRUCTURAL NOTE 15 2 • #3 BARS (OR 1 - #4 BAR) HORIZ. REIN. #3 BARS 8" I I I CATION O.C. FOR FREE STANDING I• _ WALLS PLANS EXPIRE: = VERT. REINF. SEE SPA 1 MAY 16, 2019 WALL SCH. SPA DETAIL N.T.S. 6 I1-- TYPICAL REINF. 1MO.C. E.W. — FLOOR REINF, CONT FROM SPA TO POOL — MIN. 15" LAP EITHER DIRECTION 2 - #3 EACH WAY LIGHT NICHE DETAIL N. T. S. 10" MIN. 6" MAX. _� AT GRADE IIS Z WATER N TROUGH r OR SHEER DESCENT DETAIL N.T.S. DECK SLAB--\ ;7- VINYL % 3" MIN. (TYP.) -- SEE STRUCTURAL NOTE 15 -J I BOND BEAM REIN. 343 a� BARS (TYP, FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. EXPANSION JOINT 2 • #3 BEND DOWN 1 l BOND BEAM BARS #3 BAR BEND AS SHOWN SKIMMER DETAIL N.T.S. TERNATE JMBING CATION AT GRADE _ PLANS EXPIRE: OR ELEVATED MAY 16, 2019 Certificate of Authority No. 28177 4337 P (rjfj, (tT, SUITE 101 l ? .9 ; NI s" _.• . �CEN.a F r sF X714 1 " 00 '''�. Fes'••.._ RI P••'_.�C�'.�`'' EXPANSIO*LOCATIONOF DECK SLAiALTERNATBOND o COPING DETAIL N.T.S. 6" DECK SLAB io 3-#3 ( E' MINIMAL BOND BEAM N.T.S. NOTE: MAY BE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. RESIDENTIAL STRUCTURAL DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 . (904) 551-7281 UWu PY MAC NOT TO SCALE SHEET 2 OF 4APPROV11111YJEI. OUTLETS IN PARALLEL TO ONE PUMP PUMPS 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) PARALLEL OUTLETS TO TWO PUMPS NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM UTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL E UB LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE, 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST AL TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0" SEPARATION REQUIREMENT, LEONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS. DUAL SUCTION OUTLET ARRANGEMENTS OUTLETS IN PARALLEL OUTLETS IN PARALLEL SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING VELOCITY = 6 FT / S SCH 40 SCH 80 SUCTION PIPE MAX FLOW MAX Flow DIAMETER (GPM) (GPM) SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP 2" 63 55 21/2" 90 79 3" 138 124 MM7 4" 238 215 6" 540 488 SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE OUTLETS IN PARALLEL LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMU 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET, 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SH L BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES S ALL BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE-OR-MRE SUCTION OUTLET ARRANGEMENTS NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12. 1 9.8 -LATEST, "SUCI ION FITTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GF LATES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S TH OUGH THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSUAPSP-7, Lj TEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSUAPSP-7: A) URFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B DUAL SUCTION OUTLET SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCI ABLE SUCTION OUTLET SYSTEMS: E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORMING TO ASME/ANSI Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH kNSIIASME Al 12.19.8 -LATEST AND ASTM F2387.04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUMPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 DIS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUT ETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIF IS BLOCKED. ALL OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) ET PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISS[ JG, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION F IPE EXITING OUTLET, 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO OONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE, LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA). 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23" WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2" TEE 12" AIR GAP (MIN.) 1 MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 2" VENT FEET FROM TEE ON SUCTION PIPING TO AIR GAP PIPING SUCTION OUTLET DEBRIS OUTLET MOUNTED IN POOL FLOOR TO SUCTION PIPING 2" 90• BEND (TYP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - 00 NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: MAY 16, 2019 FLORIDA SEE NOTE 1 BELOW t RESIDENTIAL SUCTION OUTLET NOTES Certificate off�(j�thob No. SUITE AND DETAILS CIRCULATION LINE TO LEAF i CANISTER /RECIRCULATION 43 rIN�Id D�ilj�, UITE 101 PUMP ��,�3 NOTE: MINIMUM PIPE LENGTH 18" `,��.••�;^ C AIn •� .�" —'•°VG/Yv •° 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) SUNRISE POOLS OF JACKSONVILLE LLC ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVERIGRATE LOCATED A MINIMUM OF 18" FROM THE CPC 1457833 TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED 14SAFETY VACUUM RELEASE SYSTEM. 1822 KINGS WAY .� f� ., ✓ _ NEPTUNE BEACH, FL 32266 :+ AlF OUTLET SUMPS IN SERIES ��Q,' (904) 329-2906 • (904) 551-7281 r.O R'�••• NOT TO UWG. OY. MAC SHEET 3 OF 4 AN'ROW11BY.SEL / TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY .1 1 I I 300 WATT ( REFER TO j 3' MIN. FROM INSIDE WALL UNDERWATER NOTE LIGHT R T I I I 1 BONDING CONDUCTOR. 1 REFER TO NOTE #7 j I I I I 1 1 BONDING GRID. REFER TO NOTE #6 SWIMMING POOL BONDING GRID PLAN 4WG COPPER WIRE TIMECLOCI� :RVICE PANEL JUNCTION SPST BOX TOGGLE SWITCH 4' MIN. DISCONNECT PUMP 12 V TRANS. 3 0121N j2" COND. 12V/ 30OW WITH LOW WATER CUT-OFF OR 120 VAC W GFCI PER NEC PUMP MOTOR #B BOND TO STRUCTURAL STEEL NOTES: 1. ALI. ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING AN ALL FIXED METAL PARTS NOT SEPARATED BY PE MANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM W TER, 12 FT VERTICALLY OF MAX WATER LEVEL. ELECTRICAL DIAGRA SERVICE PANEL —S INCON ING POWER SUPPLY POOL LIGHT NEUTRAL BAR /- TO GROU GROUNDBAR NEUTRALBAR TRANSFORMER 3 CONDUCTOR H•N-G GROUND BAR 118 BOND IN CONTROL PANEL PVC CONDUIT LADDER, HAND RAIL, DIVING BOARD, ETC... METAL 0 OR PIPING FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL TYPICAL GROUNDING SCHEMATIC ENERGY EFFICIENCY NOTES: 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: 1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION 1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE -HEAT RECOVERY POOL SYSTEMS I.C. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE EQUIPPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: OUTDOOR POOLS DERIVING OVER 70% OF THE ENERGY FOR HEATING FROM A SITE -RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN OPERATING SEASON. 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR START INDUCTION RUN TYPES 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN } OF THE MOTOR'S MAXIMUM ROTATION RATE. 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN. 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH APSP-15, "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY." TO GROUND FAULT CIRCUIT INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4' JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT o 2: BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT Z 300 WATT UNDERWATER LIGHTS SHALL BE NEC. APPROVED AND SHALL FEATURE STAINLESS STEEL ;o FORMING SHELL WITH BRASS MOUNTING RING. SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING PACKING GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATED FACE RING FOR COMPRESSING OF A 360' DOUBLE WALL SYNTHETIC GASKET. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB & 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC ' POOL REINFORCING STEEL ELECTRICAL NOTES: 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING 98 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN S OF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE PROCEEDING. 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED, MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL. 3, IF APPLICABLE, PROVIDE 012 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN 8' IN LENGTH. FOR 12V CIRCUITS V TO 15' IN LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 16, BUT LESS THAN 25' IN LENGTH, PROVIDE #6 AWG CONDUCTORS AND 06 GROUND. NO 12V CIRCUIT SHALL BE MORE THAN 25' IN LENGTH. 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125 -VOLT 15 - OR 20 -AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT. FROM AND NOT MORE THAN 20 FT. FROM THE INSIDE WALL OF THE POOL. THE RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT. 6 IN. ABOVE THE FLOOR, PLATFORM, OR GRADE LEVEL SERVING THE POOL. 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL EQUIPMENT, IF APPLICABLE. 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER. THE BONDING GRID MAY BE COMPOSED OF STEEL REINFORCING RODS (REBAR), OR #B BARE, SOLID COPPER CONDUCTORS, 6 X 6 X 10 WELDED WIRE FABRIC (MESH) IS ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES AND/OR #8 SOLID COPPER JUMPERS. THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER, THE INSTALLATION MUST BE IN ACCORDANCE WITH 680.26(C), NATIONAL ELECTRIC CODE (NEC - LATEST VERSION) AND FLORIDA BUILDING CODE (FBC - LATEST VERSION) W/ LATEST AMENDMENTS. 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED IN NOTE #6, ABOVE: AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE #8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. #8 AWG PRESSURE GROUND —/ y CONNECTOR COMMON PLANS EXPIRE. BONGING WITH REINFORCING STEEL OR PLUMBING JUNCTION BOX (IF USED) POOL LIGHT DETAIL MAY 16 2019 � ZANSFORMER POOL LIGHT HEATER CASE ftulat RESIDENTIAL wmmpm CONTROL ELECTRICAL NOTES PANEL �I pop lu 3a�fF ft. 28177 101 AND DETAILS J N LE F I� p ++,�'•••�'�GENS••°SUNRISE POOLS OF JACKSONVILLE LLC PUMP MOTOR • s • •° � .�, � , � � ,•� CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 ° T •�,'� ,r (904) 329-2906 • (904) 551-7281 TYPICAL BONDING SCHEMATIC jjW.. MAI '• •••^••••• O+ NOT TO SCALE ... .._ ''��. � .�.•+ SHEET 4_UF 4 FA ANSI/ASP-7 2019LIPECIFIES THREE METHODS FOR DETERMINI G THE MAXIMUM SYSTEM FLOW RATE, THE FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE ME HODS SPECIFIED. SIMPLIFIED MAXIMUM SYSTEM rLOW RATE: MINIMUM FLOW RATE REQUIRED: 35 GPM PER SKIMMER 1. CALCULATE POOL VOLUME: , X X (SURF. AREA) (AVG. DEPTH) 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: 3. DETERMINE MAX FLOW RATE: (VOL. IN GAL.) (TURN 4. SPA JETS: X_ GPM PER JET = _ (NO.O JETS) (JET FLOW) (TOTAL (FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF 48 (GAL./CUBIC FOOT) = 9 .3 Sop (VOL. IN GAL.) X 80 (MIN./HR.) = _3 6,o 7 S) (TURNOVER IN MIN.) o = .23 = 02 3 R MINS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) U FLOW RATE FLOW RATE) 3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA) DETERMINE PIPE SIZES: BRANCH PIPING TO BE c.� INCH TO KEEP VELOCITY @ FPS MAX. AT 139 GPM MAXIMUM SYSTEM FLOW RATE. TRUNK PIPING TO BE �INCH TO KEEP VELOCITY @ 8 PS.MAX. AT /3k GPM MAXIMUM SYSTEM FLOW RATE RETURN PIPING TO BE =- INCH TO KEEP VELOCITY @ 0 FPS MAX. AT _ fo 3 GPM MAXIMUM SYSTEM FLOW RATE TDH CALCULATION OPTIONS: FOR EACH PUMP CHECK ONE lJ SIMPLIFIED TOTAL DYNAMIC HEAD (STDH) I I COMPLETE STDH WORKSHEET - FILL IN ALL BLANKS TOTAL DYNAMIC HEAD (TDH) ❑ COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED BLANKS ON WORKSHEET & ATTACH CALCULATIONS MAXIMUM FLOW CAPACITY OF THE NEW OR REPLACEMENT PUMP DETERMINE SIMPLIFIED TDH: 1. DISTANCE FROM POOL TO PUMP IN FEET: &0 2. FRICTION LOSS (IN SUCTION PIPE) IN 3 INCH I -It PER 1 FT. @ GPM = (FROM PIPE FLOW/ FRICTION LOSS CHART) 3. FRICTION LOSS (IN RETURN PIPE) IN 1 INCH PIP PER 1 FT. @ /0 33 GPM =� (FROM PIPE FLOW/ FRICTION LOSS CHART) 4. &6 , X 0. a - (LENGTH OF SUCT. PIPE), (FT OF HEAD / 1 FT OF PIPE) (TDH IUCT. PIPE) TDH IN PIPING: 41, 5. 40, X_ D. /Co = (LENGTH OF RETURN PIPE) �(FT OF/HEAD / 1 FT OF PIPE) (TDH TURN PIPE) T 1/Q! 1%GS FILTER LOSS IN TDH (FROM FILTER DATA SHEET): --3 • zs eyes, ,E5 oiD �O %" ead HEATER LOSS IN TDH (FROM HEATER DATA SHEET): TOTAL ALL OTHER LOSS: CIO SELECTED PUMP AND MAIN DR IN COVER: TOTAL SIMPLIFIED TDH: PUMP SELECTION .� /�T C' ! I i C �� YA USING PUMP CURVE (PUMP MODEL & SIZE IN HP) FOR SIMPLIFIED TDH & SYSTEM FLOW RATE MAIN DRAIN COVER 14ye A Vse- (?Aa c,Z (SYSTEM FLOW RATE (MAKE & MODEL) MUST NOT EXCEED APPROVED COVER FLOW RATE) NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMER OF 35 GPM. DETERMINE THE NUMBER AND TYPE OF REQUIRED IN -FLOOR S CTION OUTLETS TYPE OF COVER E7 O O DUAL MAIN DRAIN ❑ SUCTION OU 111-3'-► ❑ O O O MULTI DRAINS ❑ SUCTION OU CHANNEL DRAIN ❑ CHANNEL D GPM MAX. FLOW > @ GPM MAX. FLOW NOTES: 1. IF A VARIABLE SPEED PUMP IS USED, USE THE MAX. PUMP FLOW IN CALCULATIONS. 2. FOR SIDE WALL DRAINS, USE APPROPRIATE SIDE WALL DRAIN FLOW AS PUBLISHED BY MANUFACTURER. 3. IN -FLOOR SUCTION OUTLET COVER/GRATE MUST CONFORM TO MOST RECENT EDITION OF ASME/ANSI Al 12.19.8 AND BE EMBOSSED NTH THAT EDITION APPROVAL. 4. PUMP & FILTER MAKE, MODEL AND LOCATION CAN NOT CHANGE WITHOUT SUBMITTING REVISED PLANS AND TDH WORKSHEET. FLOW AND FRICTION LOSS PER FOOT SCHEDULE 40 PVC PIPE PIPE SIZE 6 FPS I 8FPS 10 FP 1" 16 GPM 0.14' 21 GPM .23' 26 GPM 10.36 1.5" 37 GPM 10.08' 50 GPM 0.14' 62 GPM 1 0.21' 2" 62 GPM 10.06 82 GPM 0.10' 103 GPM 0.16' 2.5" 8 PM 0.05' 117 GPMRpm 3" 138 GPM .04'1 1 GPM'4" 234 GPM 0. 3' 313 GPM6" 534 GPM 0.02' 712 PM @ GPM W/ PORTS CHART TOTAL HEAD IN FEET CONVERSION CHART INCHES MERCURY (VACUUM GAUGE) 0 2 1 4 1 6 1 8 1 10 1 12 14 1 16 1 18 0 0.0 2.314.516.8 9.0 11.313.615.8 18.1 20.3 1 2.3 4.6'6.81 9.1 11.4 13.6 15.9 18.1 20.4 22.7 4.6.9 .1 11.4 3.715.918.2 0.422.725.0 3 6.9 9.2 11.5 13.7 16.0 18.2 20.5 22.8 25.0 27.3 4 9.2 11.5 13-8 16.0 18.3 20.5 22.8 25.1 27.3 29. 5 11.5 13.8 16.1 18.3 20.6 22.8 25127.4 29.6 31.9 6 13.9 16.1 18.4 20.6 22.9 25.2 27.4 29.7 31.9 34.2 7 16.2 1 20.7 23.0 25.2 7.5 29.7 32.0 34.3 36.5 8 18.5 20.7 23.0 25.3 27.5 29.8 2 0 34.3 36.6138.8 9 20.8 23.125.3 27.6 29.8 2.1 34.3 36.6 38.9 41.1 10 23.125.4 7. 2.134.436.73.941.243.4 11 .4 7.7 2 .9 2. 4. 36.7 . 41.2 43.5 45.8 12 27.7 30.0 2.2 34.5 35.8 39.0 41.3 43.5145.8148.1 13 0.032.334.5 .8 39.1 41.3 43. 45. 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 1534. 36.9 39.2 41.4 43.7 45.9 48.2 60--.5'52.7 55.0 16 37.0 39.2 41.5 43. 46.0 48.3 0.5 52.8 55.0 57.3 17 3R.3 41.5 43. 46.1 48. . 2.55.157 .4 5 .6 18 41. 43.8146.148.4 50.8 2. 55.1 57.4 9.7 61.9 19 43.9 46.2148.4 50.7152.9 55.2 57.4 59.7 62.0 64.2 M 46.2 48.5150.7 53.Q 55.2 57.5 59.8 62.0 64.3166.5 21 48.5 50.8153-0155.3 7.59.8 62.164.3 66. 68.9 22 50.8 53.1155.3157. 5 62.164.4 66.6 68.9171.2 23 53.155.4157.7159.9 2.2 64.466.769.0 71.2173.5 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 28 0.1 2.3 64.6 66. 69.1 71.4 73.6 75.9 78.1 80.4 7 2.4 .686.9 9.271.47 .775.978.280.582.7 2634-. 8 .766.9 9.2 71.5 73.7 76.0 Z8_2 8 .5828 5.0 29 67.0,69.371.573.876.07 .380.582.885.187.3 30 69.3 71.6 73.8 76.1 78.3 80.6 82.9 16.187.4 89.6 31 71.6 73W76.1 7 4 .7 .2 7.4 9.7 92.32 739 83.0 85. 75 8 .7 2.0 94.3 33 76.2 5.3 7. 89.8 92.0 94.3 96.34 2.1 96.8 98.935 0.989.9 92.2 .4 9 .7 98.9 01.2 NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH TURE CONTRACTORS PRINTED NAME CPP, 1457933 CONTRACTORS CERT. NO. CONTRACTORS TEL. NO. CHART 2 THE FOLLOWING CUT SHEETS ARE INCLUDED PUMP M HEATER FILTER f� HERAPY JETS JN DRAIN ❑ WATER FALLS OTHER J��1MME� SWIMMING POOL SPECIFyCATION FOR Tx>✓ Moran ke6ldenm 15 0o ti le_& f Mask. Terrace. P -L ,333