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1775 ATLANTIC BEACH DR - POOL DRAWINGSSIrPL7 PLAN -E LOT 37 AS SHOWN ON PLAN', OF ATLANTIC BEACH COUNTRY CLUB",UNIT 2 AS REC RDED IN PLAT BOOK 67, PAGES 132=137 OF THE CURRENT PUBLIC R RDS OF DUVAL COUNTY, FL. GENERAL NOTES: I 1. BEARINGS ARE BASED ON THE CENTERLINE OF , TIC BEACH DRIVE AS BEING 532.41'16"E. - 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BAS NAVD 1988. D ZONE F: A.M.) �COMMUNDS H TY NUMBEROWN N1P00SURANCE RATE MAP 77TMPANEIN � NUMBER 04 OD ZONE 5. DE JUNE 3, 2013D ON THE . THE OD NFLOOD ZONES SHOWN ON 3 THE DA GRAPHIC 30 SCALE 0 15 30 LINE TABLE LINE DIRECTION LENGTH Lt(C) 532'41'16"E 10.92 THIS SITE PLAN ARE SCALED OFF OF THE SITE A. F.LH.M. MA DARE FOR REFERENCE ONLY. IftLUD r. THE INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VALID OR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISION THISDATE THAT HALL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE THE COMMUNIIYS fL00 ,MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS, DUVAL COUNTY. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. - "�.,. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN SE SHOWN WERE LOCATED 30 ft. NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. C1(P) 40 L2(P) 532'41'16"E 0.59 L3(P) S32'41'16"E 60.00 UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP ANDY PROHIBITED AND IS NOT AUTHORIZED BY 111E SIGNING SURVEYOR. OF 1"-30' OR SMALLER 1 536.57'31"E 59.58 8.32'31" DA IN FRET IN 7. THIS MAP IS INTENDED TO BE VIEWED AT A SCALE - -- ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE. BUILDING RESTRICTION LIMITS MUST REM RED & RA IUS 30 ft. NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. C1(P) 40 I inch = 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. PLAN IS ONLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, 1 536.57'31"E 59.58 8.32'31" 33 Sq. Ft. SIDEWALK AREA 11. THIS SITE EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN -WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE OR LOCAL AGENCY, A/C PAD(S) & GARAGE 9 Sq. Ft. SERVICE DOOR SLAB 014 ENOTES PROPOSED CONCRETE AREAS, WLDLIFEHABITATS OR JURISDICTIONAL ONES OF ANY FEDERAL, STATE, REGIONAL OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY tk ® )ENOTES PROPOSED PAVERS BOARD, AND COMMISSION of THE uND CCOMPARISON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES: OF UNLESS E AOMPA 7.50 CT CHEMICAL TOILET 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPROVEMENTS, IF ANY, AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTY X (N/A) ccuw - ux - oexmcs u DENOTES LINES. ALL BUILDING TIES ARE SHOWN THE FOUNDATION. ,�cl / PV£(E)- O,E. - OlE9 uDc-oEno E, FAPF1ExT All - EASEMENT NOSSTRGC OGINAOE EAE -' coow+ATnE 16. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. GEA - o Nuns Fn -oEn 5p,yp - WA'- Y FumR¢ FAP OA PORE,wOUCNT ,T - RINEP ,Ann MwAGEMENT pI,iPoCT OF MAP AMENDMENT, DENOTES FUTURE 4" TREE 17. THIS IS NOT A BOUNDARY SURVEY. 18. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR OFNOTM teen R V.G. -1-1GEN :.� DENOTES TREE TO BE REMOVED INFORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SET OF CONSTRUCTION PLANS. THERE IS A MAXIMUM 2% ELA.VD. - OFNO F.EM.A.-DEN OEN NOR9N .0- VERT GTI,I 4 FtDF1. ENERM. MwACEJ/ENT AE£NCV R- 1-MGE "TE MIP 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other which may appear in the abstract, or search. SLOPE ON ALL SIDEWALKS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT DUVAL COUNTY STANDARDS CROSS SLOPES SHALL BE NO MORE THAN 2X THE PORTION OF THE SIDEWALK WHICH FJ.RM. - c-DeGma AND A TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. A/C PADS MUST MAINTAIN 3' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 11.7 ofF10 /' p�F o° !� n0 \ 7.50' ,3 ; ea \ \\ 12.3 \ \ 7.50' 1 A� 0. X49 % �J CURVE TABLE CURVE RA IUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1(P) 40 .00 1 59.63 1 536.57'31"E 59.58 8.32'31" AND A TRANSVERSES THROUGH THE DRIVEWAY APRON SHALL ALSO MEET THIS REQUIREMENT. ALSO, PLEASE NOTE THAT UTILITIES (METER BOXES, VALVES, ETC.) SHALL NOT BE INSTALLED WITHIN THE SIDEWALK. 19. DRAINAGE STRUCTURES DEPICTED MAY VARY IN SIZE. REFER TO ENGINEERING PLANS FOR CORRECT DIMENSIONS. 20. A/C PADS MUST MAINTAIN 3' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE EASEMENT DUE TO DRAINAGE PURPOSES. 11.7 ofF10 /' p�F o° !� n0 \ 7.50' ,3 ; ea \ \\ 12.3 \ \ 7.50' 1 A� 0. X49 % �J TOTAL LOT AREA m * No. 625 Sq. Ft. GROSS, S00 AREA 1.66' ��,r�x** 2,893 Sq. Ft. DRIVEWAY 691 Sq. Ft. LEAD WALK 33 Sq. Ft. SIDEWALK AREA 0 Sq. Ft. A/C PAD(S) & GARAGE 9 Sq. Ft. SERVICE DOOR SLAB 014 > 3,626 Sq. Ft. tk 4,111 Sq. Ft. 20.50' F9 ,,� 7.50 N/A - Oe1olE8 N OI1L - OFNOIEB A/C - OFNO1Fa EE -oma 6, NOTATION: F.LR.M. FLOOD ZONE X (N/A) ccuw - ux - oexmcs u aAv =NW uwx wTNaXx lux FwaWnr "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or w/ ELEVATION ''. ,�cl / PV£(E)- O,E. - OlE9 uDc-oEno E, FAPF1ExT All - EASEMENT NOSSTRGC OGINAOE EAE -' coow+ATnE r,5\ tig/ / 's. 10.7 **SETBACKS** \ \ FRONT - 20 FEET FR M FACE OF GARAGE TO BACK OF RIGHT OF WAY AND 15 FEET FROM SUILDI G FACE OR PORCH TO BACK OF RIGHT OF WAY; EXCEPT CORNER/DOUBLE-FRONTAGE LOTS, FOR WHICH .THE NON -ADDRESS FRONT/SIDE MINIMUM YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING. FACE TO BACK OF R13 HT OF WAY. NOTE: PER ARB, FINISH FLOOR ELEVATION 1 MUST BE 24" A OVE GRADE REVISION B: REVISE 'ITE PLAN - FLIP HOUSE (5/22/17) (TJ/MEB) REVISION. A: REVISE SITE PLAN - ADD NEW HOME (2/28/17) (TJ/DBG) PREPARED FOR: RIVERSIDE HOMES ay6 yOR -7 50' \ IMPERVIOUS COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. % 3,354 Sq. Ft. 1 7,112 Sq. Ft. 1 47.2% BUILDING COVERAGE COVERED Sq. Ft. LOT Sq. Ft. % 2,893 Sq. Ft. 7.112 Sq. Ft. 41.1% CERTIFIED TO: RIVERSIDE HOMES SOD BREAKDOWN EST MA a „EIdMM TOTAL LOT AREA 7,112 Sq. Ft. R/W TO CURB 625 Sq. Ft. GROSS, S00 AREA 7,737 Sq. Ft. DEDUCTIONS FOUNDATION SLAB 2,893 Sq. Ft. DRIVEWAY 691 Sq. Ft. LEAD WALK 33 Sq. Ft. SIDEWALK AREA 0 Sq. Ft. A/C PAD(S) & GARAGE 9 Sq. Ft. SERVICE DOOR SLAB WATER/CONSERVATION 0 Sq. Ft. TOTAL DEDUCTIONS 3,626 Sq. Ft. NET SOD AREA 4,111 Sq. Ft. am 6RL _ CFNO FS MD - OENOR6 RDNG RFsmx nax uX , RlO BARTRAM TRAIL SURVEYING, INC. FIEY. - OFNOiFE FF. - OFNGTEY FlN p/, - GeIGIEE RP. - Po+,7Es P.FC - OEixIIE, 1VATIGN P11 FLDOR OF MY PWR r aF c01Palxa alrvATula LAND SURVEYORS -PLANNERS -LAND DEVELOPMENT CONSULTANTS .t• P. IXT. - OENOIi P•` 0Q1O i; Pq of _S IT IF ✓E X17FRECnaM 17 °` " _S aF olmAnRa 1501 COUNTY ROAD 315 SUITE N0. 108 904 284-2224 P.c - P.RC. - OENGRS P IF „twlf CIRXAlUl1E iA� M "A` GREEN COVE SPRINGS, FL 32043 FAX 904 284-2258 PSL - pF d 6 'RT` "` a "� ""° ""'P'" IANo SIIRYEYOR CERTIFICATE OF AUTHORIZATION LB #6991 P.LS - GENOIE, '. 1mr. - GENOTEs N.Ts - NGi6 „.FFSIPNAL ,xnFlcxnox NR 10 ,GLE COPYRIGHT © 2016 N/A - Oe1olE8 N OI1L - OFNOIEB A/C - OFNO1Fa EE -oma IT APPUCANF,/AVNIA9IE WAGE CO Wm - EIS .T NOTATION: F.LR.M. FLOOD ZONE X (N/A) ccuw - ux - oexmcs u aAv =NW uwx wTNaXx lux FwaWnr "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstract or w/ ELEVATION ''. PV£(E)- O,E. - OlE9 uDc-oEno E, FAPF1ExT All - EASEMENT NOSSTRGC OGINAOE EAE -' coow+ATnE the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram PANEL NO.: regarding 120077 0406H 6/3/13 Certifications re seas information GEA - o Nuns Fn -oEn 5p,yp - WA'- Y FumR¢ FAP OA PORE,wOUCNT ,T - RINEP ,Ann MwAGEMENT pI,iPoCT OF MAP AMENDMENT, P direction and complies with the latest Standards of Trail Surveying make he Practice for Surveys as promulgated by the Florida State shown or not shown hereon pertaining to easements, claims OFNOTM teen R V.G. -1-1GEN ZVM (LTgnONALCEII FMAPRE15oN(Flw NAiMV L C YEATCAL DANM - Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, FB PG: N/A ELA.VD. - OFNO F.EM.A.-DEN OEN NOR9N .0- VERT GTI,I 4 FtDF1. ENERM. MwACEJ/ENT AE£NCV R- 1-MGE "TE MIP 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other which may appear in the abstract, or search. FJ.RM. - c-DeGma -oENOESUK statues, subject to all notes and notations shown hereon. similar matters 1 SCALE: ({(gyp - OET101E8 : GMIGIFS M c DEr.O AT (01 - ov�mFs o® REO fP) - GENGIFS RwIAL TE, PE,M-oENDTESIRa„Rm DATE:. , This surve is prepared and certified for the exclusive use of 3/5/16 N /A Y P P 1"=30 LP _ OENO E, ppE D. - DFNO E4 ONN IM n,ou PG-IExo FS PAs1 N/A . the client named hereon and the survey map and report of F,-oExo Ese Nn - DeEmF.s x M,EN T.o.R - oQEOTE, IF EW. -i--oE.,mES PPEW u„e -FIELD WORK COMPLETED MAP ORIGINALLY SIGN the copies thereof are not valid without the signature and. PROJECT NO.: REVISION: MH-owOlE4M - PFNOlE9 N«e %4' O@EWETE MR,RkTET W A GTMMI A, NOTFL NSA the original raised seal of a Florida licensed surveyor and 1349-16-004 B e �� - REwE SE nPP ON YARNpi Ftl1N0 EN]ETFlGndI AP NOTE, mapper. RAYMOND PAUL SUTHERLAND, P.S.M. SHEET 1 OF 1 _ ra cP-ml� CENSE�NMW OT CRAVING PIAN STATE OF FLORIDA LICENSE NUMBER LS 6477 DRAWN BY: ANO CHECKED BY: DBG GENERAL NOTES t FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACT R'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2014 AND FLORIDA BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS A D ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/N PI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTR C 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 CONSTR JCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL I tERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATIO TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHEF IC BREAK WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE REQUIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCEl BIBLE ON-OFF SWITCH MOUNTED OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT kDJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RE -LIGHTING THE PILOT L GHT. EFFICIENCY RATINGS MUST COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESE URE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING U LIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PU APING SYSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POOL OUT 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. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.1 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DI JRING ANY PERIOD OF ANY GIVEN YEAR. STRUCTURAL NOTES 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 TF E AREA OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WIT 20" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 60" AND 10'0", USE #4 BARS AT 6 ON ClNTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 60" IN TOTAL DEPTH). NOTE APPLIES TO NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FU AD PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF, 1F CONCRETE IS CAST AGAINST BARE EARTH WITHO JT SEPARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE A qD EARTH, MINIMUM COVER SHALL BE 2„ 2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. G"THICP AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NOR AL" SOILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SH LL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL Ei 4COUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WIT ACCEPTABLE MATERIAL AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REL OVED, THE POOL MUST BE REDESIGNED. 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF, 1500 PSF FOR FREESTANDING WALL. 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILUR BY ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EX STING STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTL RES HAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA. 6. SHOTCRETE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCC RIDING TO UBC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS THAN FIVE TO ONE- 7- SHOTCRETE SHALL NOT BE APPLIED 1F AMBIENT AIR TEMPERATURE IS LE 3S THAN 40F AND FALLING, OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE IN HE Y RAIN. 8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRE FE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT 3TEEL. 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE., THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOORS, APPLICAT ON SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOWING WALL CONE TRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTO A OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE U 3ED AS A GUIDELINE. 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECI ION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SHOTCRETE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DL E TO CURVATURE OF THE WALL, 1 - #4 BAR MAY BE SUBSTITUTED FOR 2 - #3 BARS IN ORDER TO MAINTAIN A MINIMUM 2.5 INCH SPACING. 15. UP TO 2" DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE COR ER OF THE BOND BEAM PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL 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 WAL FOR SOIL, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HY ROSTATIC PRESSURES. MINIMUM REINFORCEMENT 93 BARS SPACED 10" O.C. E.W. TYPICAL EXTRA TRANSVERSE - REINFORCEMENT43 10' LENGTH SPACED ON 10" CENTERS BETWEEN MAIN BARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) NTS TYPICAL POOL S TO 8VEEP f1 SHOTCRETE STEPS OR BENCHES AS NEEDED RADIUS. �llE311�� , u 1-#3 DIAGONAL, EA V. AT DRAIN SIMILAR TO LIGHT ICHE DETAIL ITUDINAL POOL SECTION NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL N. T. S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION STRUCTURAL NOTE 5 NDISTURBED OIL (NO VOIDS) TYPICAL SWIMOUT DETAIL N.T.S. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING YHE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) PIPE SIZE 6 FT/S 8 FT/S 10 FT/S 1" 16 GPM 21 GPM 26 GPM 1Y" 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM 2y" 88 GPM 117 GPM 146 GPM 3" 138 GPM 181 GPM 227 GPM 4" 234 GPM 313 GPM 392 GPM 6" 534 GPM 712 GPM 900 GPM PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS, z N ESCUTCHEON PLATE -j ANCHOR SOCKET RUBBER BUMPER CROSS BRACE RECOMMENDED" WATER LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL ---4' 1- 6" 6" MIN. LADDERDETAIL N.T.S. FLOOR REINF. AS PER STANDARD PLAN TO PUMP 1 1/2" DIA. HYDROSTATIC RELIEF PIPE BOTTOM 12" PERFORATED. (SEE GENERAL NOTE 13) - 3/4" - 1 - 1/2" DRAIN ROCK 2 - #3 BARS BENT AS SHOWN EACH I- WAY AND LAPPED FLOOR18" WITH REINFORCEMENT, I- MIN. 3" ICLEARANCE . FROM EARTH MAIN DRAIN DETAIL 24" SQ N.T.S. ORO. PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: OCTOBER 24, WATER LEVEL (CENTER 2017 CITY OF JACKSONVILLE, FL LINE OF SKIMMER) z_ EQUALIZER FITTING v W/VGB-COMPLIANT' RESIDENTIAL GRATE (IF INSTALLED) %GENERAL NOTES AND Certificate rity No. 28177 VACUUM FITTING -SEE 43 gq�P0t0pAK i �� ,QUITE 101 DETAILS '44NOTE 3 BELOW ®,� NOTES: 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN ENGINEERED VENT PIPE, OR INCORPORATE AN EQUALIZER LINE. 2. EQUALIZER LINES, WHEN USED, SHALL 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 COVERIGRATE. 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 F TTED WITH A SELF CLOSING, SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. SKIMMER AND VACUUM FITTING DETAIL POOLS BY JOHN GARNER a 6 CPC 049389, 1456631, 1457486 o 10221 BEACH BLVD. JACKSONVILLE, FL 32246 '� `• �` /, E --J 904-743-2060 Al �p¢4 ®Ol ° a®a• ®®ew`®� DWG. BY. MAC AL NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL ° " - dd®ddddd�d!§§§a§Eixii • /�- ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE, BACK OPEN FINISHED POOL 1/2 TURN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) I�_II I SUPPLY HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL N. T. S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION STRUCTURAL NOTE 5 NDISTURBED OIL (NO VOIDS) TYPICAL SWIMOUT DETAIL N.T.S. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING YHE MAXIMUM STANDARDS FOR VELOCITY (FT/SEC) PIPE SIZE 6 FT/S 8 FT/S 10 FT/S 1" 16 GPM 21 GPM 26 GPM 1Y" 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM 2y" 88 GPM 117 GPM 146 GPM 3" 138 GPM 181 GPM 227 GPM 4" 234 GPM 313 GPM 392 GPM 6" 534 GPM 712 GPM 900 GPM PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS, z N ESCUTCHEON PLATE -j ANCHOR SOCKET RUBBER BUMPER CROSS BRACE RECOMMENDED" WATER LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL ---4' 1- 6" 6" MIN. LADDERDETAIL N.T.S. FLOOR REINF. AS PER STANDARD PLAN TO PUMP 1 1/2" DIA. HYDROSTATIC RELIEF PIPE BOTTOM 12" PERFORATED. (SEE GENERAL NOTE 13) - 3/4" - 1 - 1/2" DRAIN ROCK 2 - #3 BARS BENT AS SHOWN EACH I- WAY AND LAPPED FLOOR18" WITH REINFORCEMENT, I- MIN. 3" ICLEARANCE . FROM EARTH MAIN DRAIN DETAIL 24" SQ N.T.S. ORO. PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: OCTOBER 24, WATER LEVEL (CENTER 2017 CITY OF JACKSONVILLE, FL LINE OF SKIMMER) z_ EQUALIZER FITTING v W/VGB-COMPLIANT' RESIDENTIAL GRATE (IF INSTALLED) %GENERAL NOTES AND Certificate rity No. 28177 VACUUM FITTING -SEE 43 gq�P0t0pAK i �� ,QUITE 101 DETAILS '44NOTE 3 BELOW ®,� NOTES: 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID, THROUGH AN ENGINEERED VENT PIPE, OR INCORPORATE AN EQUALIZER LINE. 2. EQUALIZER LINES, WHEN USED, SHALL 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 COVERIGRATE. 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 F TTED WITH A SELF CLOSING, SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. SKIMMER AND VACUUM FITTING DETAIL POOLS BY JOHN GARNER a 6 CPC 049389, 1456631, 1457486 o 10221 BEACH BLVD. JACKSONVILLE, FL 32246 '� `• �` /, E --J 904-743-2060 Al �p¢4 ®Ol ° a®a• ®®ew`®� DWG. BY. MAC AL NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL ° " - dd®ddddd�d!§§§a§Eixii • /�- 112" WHITE VINYL JOINT 8' - 11 WATER LI E TILE, STRIP (N/A FOR PAVER GLAZED, IN: 4" DECKS) CONCRETE DECK (OPTIONAL) SCHEDULE WITH SLIP RESISTANT TOPPING CONCRETE ON COMPACTED GROUND WITH THICKNESS ALL ORGANIC MATERIAL o INCHES REMOVED. 4" THK. WITH FIBER MESH, 6" WITH #3 REBAR TYPICAL WALL ETURN, OR VACUUM FITTI G, WITH 3 EA #3 REBAR CONTINUOUS 18" WATER STOP F NGE LAP SPLICES AS NECESSARY 10 LIGHT FIXTURE & 3" NIC E MIN. — R = 6" WHEN H 3'-0" < RADIUS INCRE SES 6" FOR EACH 1' OF DEPTH < 5'-0" R = 2'-0" WHEN H = 5'-0" RADIUS INCRE SES 1' FOR EACH 1' OF DEPTH > 6 -0 - QUARTZ AGGREGATE PLASTER FINISH STD. REINF.: #3 REBAR @ 10" O.C. B.W. MIN. S OTCRETE WALL COVER 3" (EARTH SIDE), 2" 6" MIN SHELL (POOL SIDE). REFER TO THICKNESS STRUCTURAL NOTE #1 FOR ALTERNATE SCHEDULE. — — TYPICAL POOL WALL SECTIO. SCALE: N. T. S. SPA WALL SCHEDULE 2 - #3 BARS CONCRETE DEPTH OF THICKNESS WATER FT W INCHES 3.0 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 SEE SPA WALL SCH. SPA DETAIL N.T.S. cc F SEE STRUCTURAL 6 1 NOTE 15 TYPICAL REINF. 10" O.C. E.W. z — FLOOR REINF. CONT. FROM SPA TO POOL — MIN. 15" LAP EITHER DIRECTION 2 - #3 BARS E EXPANSION JOINT (OR 1 - #4 BAR) DECK SLAB VINYL HORIZ. REIN. #3 BARS 8" O.C. FOR FREE STANDING in WALLS —1 TILE _ VERT. REINF. SEE SPA WALL SCH. 1 - -L--. SPA DETAIL N.T.S. cc F SEE STRUCTURAL 6 1 NOTE 15 TYPICAL REINF. 10" O.C. E.W. z — FLOOR REINF. CONT. FROM SPA TO POOL — MIN. 15" LAP EITHER DIRECTION 10" MIN WATERALTERNATE TROUGH 12" PLUMBING LOCATION 'AT GRADE AT GRADE 111; WATER TROUGH° I � OR ELEVATED _ F' II I I- J II OR I II SHEER DESCENT DETAIL N.T.S. PLANS EXPIRE: OCTOBER 24, 2017 =t ZzFzovoCe rtifi ca%tjj"llw'I Wjnp-628177 433&T 01;j # 7 1�sE 101 �`O Enl�'®'A®��'��P m . No 56.714 go T PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF JACKSONVILLE, FL RESIDENTIAL STRUCTURAL DETAILS POOLS BY JOHN GARNER CPC 049389, 1456631, 1457486 10221 BEACH BLVD. JACKSONVILLE, FL 32246 904-743-2060 DWG, BY: MAC NOT TO SCALE SHEET 2 OF 4 APPROVED BY. jEL - 0 3" MIN. (TYP-) E EXPANSION JOINT DECK SLAB VINYL DECK SLAB 6" z z in —1 TILE _ b SEE STRUCTURAL NOTE 15 I ALTERNATE LOCATION OF , BOND BEAM REIN. 3 #3 I BOND BEAM BAR (TYP) I BARS (TYP. FOR ALL BOND BEAMS) 3" IC) 0 CANTILEVER DECK DETAIL COPING DETAIL MIN. I z_ Q N.T.S. N.T.S. �J _Q m I 2 - #3 EACH WAY I Ii •II � 6., EXPANSION JOINT DECK SLAB LIGHT NICHE DETAIL BEND DOWN N. T. S. 2 - #3 t BOND BEAM BARS io #3 BAR BEND I I I AS SHOWN — _ Fo I 3 #3 MINIMAL BOND BEAM SKIMMER DETAIL N.T-S. N.T.S. NOTE: MAYBE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. 10" MIN WATERALTERNATE TROUGH 12" PLUMBING LOCATION 'AT GRADE AT GRADE 111; WATER TROUGH° I � OR ELEVATED _ F' II I I- J II OR I II SHEER DESCENT DETAIL N.T.S. PLANS EXPIRE: OCTOBER 24, 2017 =t ZzFzovoCe rtifi ca%tjj"llw'I Wjnp-628177 433&T 01;j # 7 1�sE 101 �`O Enl�'®'A®��'��P m . No 56.714 go T PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF JACKSONVILLE, FL RESIDENTIAL STRUCTURAL DETAILS POOLS BY JOHN GARNER CPC 049389, 1456631, 1457486 10221 BEACH BLVD. JACKSONVILLE, FL 32246 904-743-2060 DWG, BY: MAC NOT TO SCALE SHEET 2 OF 4 APPROVED BY. jEL - 0 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PUMPS IN P, OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) DUAL PARALLEL OUTLETS TO TWO PUMPS NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OU SIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BEL CATED 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 EQU L TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3")" SEPARATION REQUIREMENT, i.E.ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL V IALLS. DUAL SUCTION 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL SYMMETRIC PIPING ET ARRANGEMENTS 3'0" MIN. (EDGE OF OUTLET) IN PARALLEL ICALLY TAPPED PIP VELOCITY = 6 FT / S SCH 40 SCH 80 SUCTION PIPE MAX FLOW MAX FLOW SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP DIAMETER (GPM) (GPM) 2" 63 55 2 1/2" 90 79 3" 138 124 4" 238 215 6" 540 488 SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE am, OUTLETS IN PARALLEL LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2: TEE ON THE SUCTION MANIFOLD SERVING THE OUT SHAL 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 SH L BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. REE -OR -MORE SUCTION OUTLET ARRANGEMENTS NOTES: 1. ALL COVERSIGRATES SHALL COMPLY WITH ANSI/ASME Al12.19.8-LATEST, "SUCTI N FITTINGS FOR USE 1N SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: G TES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THR DUGH THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LAI EST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) S JRFACE SKIMMING OR OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) UAL SUCTION OUTLET SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCK) BLE 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 ANSUASME Al 12.19.8 -LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUMPS IN SERIES; I) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 At ID IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTL TS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR I BLOCKED. ALL OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FE T PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSIN 3, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH Tf IEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PI E 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 COVE GRATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVERIGRATE MANUFACTURER TO. ONTROL 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 ARECTANGLE 18"X 23" WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2" 90° BEND (TYP. 2"T£E OF 2) 12" AIR GAP (MIN.) } MAXIMUM UNDERWATER` " LENGTH OF VENT PIPING: 30 FEET FROM TEE ON\2"NTSUCTION PIPING TO AIR GAPNG SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL TO SUCTION PIPING SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL SUCTION OUTLET DEBRIS OUTLET MOUNTED IN POOL FLOOR SEE NOTE 1. BELOW CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP MINIMUM PIPE LENGTH 18" NOTE: 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE TEE IN THE SUCTION LINE TO THE PUMP(S); B) AN ENGINEERED VENT SYSTEM; C) A LISTED MANUFACTURED SAFETY VACUUM RELEASE SYSTEM. OUTLET SUMPS IN SERIES PLANS EXPIRE: OCTOBER 24, 2017 Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 l°,/ PWo614 a o PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF JACKSONVILLE, FL RESIDENTIAL SUCTION OUTLET NOTES AND DETAILS POOLS BY JOHN GARNER CPC 049389, 1456631, 1457486 10221 BEACH BLVD. JACKSONVILLE, FL 32246 904-743-2060 DWG BY: MAC NOT TO SCALE SHEET 3 OF 4 APPROVED BV:SEL TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY --------------------------------- PUMP MOTOR i 1 REFER TO NOTE4 R ` T t 1 i I I I I — _._ — '------- - T ------------------------------------------ BONDING --•— •—'--------- .__.— — — — -.- BONDING GRID. REFER TO NOTE #6 TYPICAL SWIMMING POOL BONDING GRID PLAN JUNCTION BOX 4' MIN. SPST — TOGGLE SWITCH DISCONNECT PUMP 12 V TRANS. NO 3 #12 IN Y" COND. 12V/ 30OW WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC #8 BOND TO STRUCTURAL STEEL ELECTRICAL DIAG SERVICE PANEL 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 2. BjpND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING A D ALL FIXED METAL PARTS NOT SEPARATED BY P MANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM ATER, 12 FT VERTICALLY OF MAX WATER LEVEL. NEUTRALBAR /- TO GROI '— GROUND BAR BAR TRANSFORMER 3 CONDUCTOR H -N -G GROUNDBAR CONTROLPANEL TYPICAL GROUN ING POWER SUPPLY POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO #B BOND IN STRUCTURAL PVC CONDUIT STEEL NG SCHEMATIC LADDER, HAND RAIL, DIVING BOARD, ETC... ENERGY EFFICIENCY NOTES: I 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 1.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 i 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 AHIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER 1S 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' MIN. JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT z_ 300 WATT UNDERWATER LIGHTS SHALL BE NEC. APPROVED AND SHALL FEATURE STAINLESS STEEL ° FORMING SHELL WITH BRASS MOUNTING RING. SHELL SHALL HAVE A V NPT CONDUIT WITH OPENING PACKING GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATER FACE RING FOR COMPRESSING OF A 360` DOUBLE WALL SYNTHETIC GASKET SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB & 30OW,12V LAMP OR 120 VAC W/ GFCI PER NEC #8 AWG PRESSURE GROUND CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING POOL LIGHT DETP JUNCTION BOX (IF USED), 4 POOL METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL PUMP MOTOR POOL LIGHT HEATER CASE CONTROL PANEL S 9 _s a. ^ TYPICAL BONDING SCHEMATIC ELECTRICAL NOTES: L 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 #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOORFRAMES AND METAL PARTS WITHIN 5' 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 #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN 8'IN LENGTH. FOR 12V CIRCUITS S 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 #6 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 #8 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 (2014), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: OCTOBER 24, 2017 1 CITY OF JACKSONVILLE, FL RESIDENTIAL 300 WATT ELECTRICAL NOTES CertificWgv#aAMu0tj,, o. 28177 44 W�,PB O KkCp T`, ITE 101 x7�F3�.c. 3' MIN. FROM INSIDE WALL UNDERWATER LIGHT ,%% 'r RA�Xg 24� ° �\aa E l�lE Ae BONDING CONDUCTOR. POOLS BY JOHN GARNER CPC 049389, 1456631, 1457486 ���o�®°"° REFER TO NOTE #7 10221 BEACH BLVD. T y PUMP MOTOR i 1 REFER TO NOTE4 R ` T t 1 i I I I I — _._ — '------- - T ------------------------------------------ BONDING --•— •—'--------- .__.— — — — -.- BONDING GRID. REFER TO NOTE #6 TYPICAL SWIMMING POOL BONDING GRID PLAN JUNCTION BOX 4' MIN. SPST — TOGGLE SWITCH DISCONNECT PUMP 12 V TRANS. NO 3 #12 IN Y" COND. 12V/ 30OW WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC #8 BOND TO STRUCTURAL STEEL ELECTRICAL DIAG SERVICE PANEL 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 2. BjpND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING A D ALL FIXED METAL PARTS NOT SEPARATED BY P MANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM ATER, 12 FT VERTICALLY OF MAX WATER LEVEL. NEUTRALBAR /- TO GROI '— GROUND BAR BAR TRANSFORMER 3 CONDUCTOR H -N -G GROUNDBAR CONTROLPANEL TYPICAL GROUN ING POWER SUPPLY POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO #B BOND IN STRUCTURAL PVC CONDUIT STEEL NG SCHEMATIC LADDER, HAND RAIL, DIVING BOARD, ETC... ENERGY EFFICIENCY NOTES: I 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 1.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 i 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 AHIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER 1S 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' MIN. JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT z_ 300 WATT UNDERWATER LIGHTS SHALL BE NEC. APPROVED AND SHALL FEATURE STAINLESS STEEL ° FORMING SHELL WITH BRASS MOUNTING RING. SHELL SHALL HAVE A V NPT CONDUIT WITH OPENING PACKING GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATER FACE RING FOR COMPRESSING OF A 360` DOUBLE WALL SYNTHETIC GASKET SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB & 30OW,12V LAMP OR 120 VAC W/ GFCI PER NEC #8 AWG PRESSURE GROUND CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING POOL LIGHT DETP JUNCTION BOX (IF USED), 4 POOL METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL PUMP MOTOR POOL LIGHT HEATER CASE CONTROL PANEL S 9 _s a. ^ TYPICAL BONDING SCHEMATIC ELECTRICAL NOTES: L 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 #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOORFRAMES AND METAL PARTS WITHIN 5' 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 #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN 8'IN LENGTH. FOR 12V CIRCUITS S 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 #6 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 #8 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 (2014), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: OCTOBER 24, 2017 1 CITY OF JACKSONVILLE, FL RESIDENTIAL ELECTRICAL NOTES CertificWgv#aAMu0tj,, o. 28177 44 W�,PB O KkCp T`, ITE 101 x7�F3�.c. AND DETAILS ,%% 'r RA�Xg 24� ° �\aa E l�lE Ae POOLS BY JOHN GARNER CPC 049389, 1456631, 1457486 ���o�®°"° OP6714 QA F 10221 BEACH BLVD. T y JACKSONVILLE, FL 32246 904-743-2060 n.;) g®®®✓s '�B. kT ...tZ4. X111 �� It NEER ,1<B U�-'- DWG. BY: MAC NOT TO SCALE SHEET 4 OF 4 APPROVED BY: JEL 0