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1741 Maritime Oak Dr - Permit POOL18-0020 dwgLOT 99 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUB UNIT 2 AS RECORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FL. 30 GRAr �IC SCALE 0 15 30 ( I FEET ) 1 ine = 30 ft, N OTE: PER ARB, FINISH FLOOR MUST BE 24" ABOVE GR/ TION ""SETBACKS"" FRONT — 20 FEET FROM FACE 15 FEET FROM BUILDING FACE EXCEPT CORNER /DOUBLE—FROt FRONT/SIDE MINIMUM YARD SH FACE TO BACK OF RIGHT OF V cT DENOTES CH DENOTES FU ''• DENOTES PR DENOTES DENOTES GARAGE TO BACK OF RIGHT OF WAY AND PORCH TO BACK OF RIGHT OF WAY; ;E LOTS, FOR WHICH THE NON—ADDRESS BE 10 FEET FROM GARAGE OR BUILDING ICAL TOILET IRE 4" LINE TABLE POSED LINE DIRECTION LENGTH _1(P) N38'23'04"W 70.00 L2(P) 538'23'04"E 70.00 L3(0) I,3S'23'04"W 312.15 ""SETBACKS"" FRONT — 20 FEET FROM FACE 15 FEET FROM BUILDING FACE EXCEPT CORNER /DOUBLE—FROt FRONT/SIDE MINIMUM YARD SH FACE TO BACK OF RIGHT OF V cT DENOTES CH DENOTES FU ''• DENOTES PR DENOTES DENOTES GARAGE TO BACK OF RIGHT OF WAY AND PORCH TO BACK OF RIGHT OF WAY; ;E LOTS, FOR WHICH THE NON—ADDRESS BE 10 FEET FROM GARAGE OR BUILDING ICAL TOILET IRE 4" TREE POSED CONCRETE POSED PAVERS POSED WOOD SOD BREAKDOWN EST AN R --E TOTAL LOT AREA 8,400 Sq. Ft. R/W TO CURB 945 Sq. Ft. GROSS SOD AREA 9,345 Sq. Ft. DEDUCTIONS FOUNDATION SLAB 3,473 Sq. Ft. DRIVEWAY 1,087 Sq. Ft. LEAD WALK & STEEPS 69 Sq. Ft. SIDEWALK AREA 0 Sq. Ft. A/C PAD(S) & GARAGE SERVICE DOOR SLAB 18 S Ft. q' WATER/CONSERVATION 0 Sq. Ft. TOTAL DEDUCTIONS 4,647 Sq. Pt. NET SOD AREA 4,698 Sq. Ft. GENERAL NOTES 1. BEARINGS ARE BASED ON THE ,.ENTERLINE OF MARITIME OAK DRIVE AS BEING N38'23'04'W. 2. DRAINAGE ELEVATIONS SHOWN HEREON ARE BASED ON NAVD 1988. 3. THE LANDS SHOWN HEREON LIE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP (F.I.R.M.) COMMUNITY NUMBER 120077, PANEL NUMBER 0406H, DATED, JUNE 3, 2013, THE FLOOD ZONES SHOWN ON THIS SITE PLAN ARE SCALED OFF OF THE F.E.M.A. F.I.R M. MAPS AND ARE FOR REFERENCE ONLY. THE F.I.R.M. INFORMATION AND DELINEATION'S ON THIS SITE PLAN ARE VALID. ONLY FOR DATES UP TO AND INCLUDING THE DATE OF THIS SITE PLAN. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE THAT WILL SUPERSEDE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE MANAGEMENT REPOSITORY, DEPARTMENT OF PUBLIC WORKS, CITY OF ATLANTIC. BEACH. 4. FLOOD MAPS REFERENCED HEREON ARE BASED ON NAVD 1988. 5. NO UNDERGROUND FOUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIONS AND/OR ANY WRITTEN INFORMATION. ADDED TO THIS MAP AND/OR REPORT IS PROH1131TED AND IS NOT AUTHORIZED BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTENDED TO BE MEWED AT A SCALE OF 1"=30' OR SMALLER. S. ENTRIES & PATIOS DEPICTED A' EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS ADJACENT TC WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE. AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. - 11. THIS SITE PLAN IS ONLY FOR E LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREEDOM OF ENCUMBRANCES. 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE AAY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABITATS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSION OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THS RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPARISON IS MADE, MEASURED BEARINGS AND DIST, NOES ARE IDENTICAL WITH PLAT VALUES. 14. THIS SITE PLAN IS BASED ON INFORMATION AS PROVIDED BY THE TIENT. 15. BUILDING AND IMPROVEMENTS, IF ANY, AS DEPICTED HEREON ARE I RPENDICULAR TO THE PARCEL PROPERTY LINES. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. THIS IS NOT A BOUNDARY SURVEY. 17. PUBLIC SIDEWALKS DEPICTED HEREON ARE BASED ON THE CONSTRUC TON PLANS. THEY ARE SHOWN FOR DEWA IN.ORMATIONAL PURPOSES ONLY AND ARE NOT TO BE RELIED UPON FOR CONSTRUCTION. FOR CORRECT LOCATION AND/OR DIMENSIONS REFER TO THE MOST CURRENT SE OF CONSTRUCTION PLANS. THERE IS .\ MAXIMUM 2% SLOPE ON ALL SIS. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT CITY OF ATLANTIC BEACH AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRA, SVERSES 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. 18. A/C PADS MUST MAINTAIN 3' AWAY FROM ANY PROPERTY LINE AND CAN NOT ENCROACH INTO A DRAINAGE'EASEMENT DUE TO DRAINAGE PURPOSES. 19. PLEASE REFER TO THE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFEC r THIS LOT. ISION A: REVISED SITE PLAN — ADJED NEW HOUSE'.(4/7/17) (DDM/LAS) - IEPARED FOR: RIVER "IDE HOMES CERTIFIED To: RIVERSIDE HOMES qRl _ pENGT6 RDR➢wD PESrInCligl W115 ¢cv. - DLNmEs ElEYAnGN ~G_�p -T F.F. - DpIDTE9 FlNL91 fLGpN M1P-DEN pOlE4 PADAlS�gNi ' EA -R -TRAM TRAIL SURVEYING. INC. D NG EG PgxT Dd . A DDPNA 4 1�Mr. - oENmFa _T UAE INrwgcnpw p.L - DENOiE9 Pdui OF W1Eq�CnpN _ ggVAnPE 6P T LAND SURVEYORS —PLANNERS —LAND DEVELOPMENT CONSULTANTS P% Y xgnpl NAL AN -,&9= 1501 COUNTY ROAD 315 SUITE NO. 108 (904 284-2224 �NTT�q'NDY �* A PALS - DW"Jw1al6 PPgE�WAL LA`A 41q xA�� GREEN COVE SPRINGS FL 32043 FAX 904 284-2258 r. - pwpres menrxwriqu x.rs - pv�Drrs Nm CERTIFICATE OF AUTHORIZATION LH #8991 GAR - pENp16 GPAGE AlA - �NDr6 NpT MPL'CAgI£/AV.V ao c a/c - owDrE9 AM caNanpN EE - pENpl6 FREmgIC EL•F]IQIT COPYRIGHT © 2015 ecu.w - pwmFs aav cauNn uTlurr wrx uF. - DENODTEs unun F.a„v�r F.aI am6 E,GRNv,T of -AGE DN NAq E� ar G.p.E - DEN01E9 pNCB UW Dp NAt glTr LplT � "I HEREB ' CERTIFY, that this survey graphically represents NOTATION: The surveyhereon was made without benefit of abstract or F.I.R.M. FLOOD ZONE W ELEVATION: X (N/A) / Ec- DENDrcv qwv ¢ecrnD coGP " I- - __ RtwgA PDIYFP .WD - the resul .s of ❑ field survey made under my responsible search of title, and therefore the undersigned and Bartram g PANEL NO.:120077 %�-Dwmss MINA- p Is.rTm q-N,w ANENDN aTmm,mdirection and complies with the latest Standards of Trail Surve ying make no Certifications regarding informationDW'MA4—ALwgExsaN(Flu) DlD NA OVAL c VAMN Practice 'c- Surveys as promulgated by the Florida State shown or not shown hereon ertainin to easements, claimsDa1piF9 P 9vsnny 0406H 6/3/13 YNTA crdCY Board of P-ofessional Surveyors and Mappers, Chapter of easements, Ri hts—of—wa setback lines, overlaps,EAq]iDY g Y. FB/PG: N/A §-IAT M SJ -17 F.A.G Pursuant to section 472.027, Florida Boundar Line dis utes, ❑ reements, reservations or other Y P 9PIAT Ja1 sstatues, gAgAlanIRaDATE: sub.pct to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. 11 5 15 / SCALE:NumPGPA 1'=30' Naa-DeNDTES NUNDw T.aamra G1 roF DAxN N/A N/A This survey is prepared and certified for the exclusive use of/ NmFIELD AS NO1FD WOF'K COMPLETED MAP ORIGINALLY SIGNEDIX]ipiElEgaNpGn(%! the client named hereon and the survey map and report of pLNGrEP a%o gwwErE NpxaeNT ui o = pw�mEs e�a' R m s<r ace. Dr61 G!1 NMID:q igJND gENnFlG Eue o ql Nmm N A / the copies thereof are not valid without the signature and 9 the original raised seal of a Florida licensed surveyor and PROJECT NO.: 1349-15-061 REVISION: A THOMAS F. HUGHES, P.L.S. sNas Nwem=o�o'siEvuim�q�pgawoDsrEPUN mapper. DRAWN BY: DBG CHECKED BY: RPS SHEET 1 OF 1 STATE OF FLORIDA LICENSE NUMBER LS 3507 GENERALNOTES L FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S P OL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILE ING 2014 AND FLORIDA BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANE I/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NA ZONAL 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 UNLE 3S OTHERWISE NOTED. 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTIO IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIF LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TOP OL 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" ATMOSPHERIC BR K WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE REQU RED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE D RAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLEON-OFF SWITCH MOUNTED OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RE -LIGHTING THE PILOT LIGHT. FFICIENCY RATINGS MUST COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE IV UST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT F RESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT POO OUT OF THE GROUND - 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY CC MPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECT D. 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 DURING 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 THE ARE 41 OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH 20"U,P JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 10'0", USE #4 BARS AT 6" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE APPLIES TO NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID PR SSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SE ARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EARTH, MINIMUM COVER SHALL BE 2" 2. POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALL BE MIN. 6" THICK AND HALL 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. IV INIMUM WALL THICKNESS MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO "NORMAL" SOILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE OMPACTED TO PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEI TABLE 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 ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES H WE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA. 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACC RDING TO UBC SECTION 1922 AND ACI 506. 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 ISL SS THAN 40F AND FALLING, OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GUNITE IN HEAVY RAIN. 8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRETE/GU ITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCE ENT STEEL. 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE/GUNII E, THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GUNITE FLOORS, APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLL DWING WALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF TI iE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNIT . 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 USED As A GUIDELINE. 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRECTION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDE SH OTCRETE/GUNITE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS M NUS 3". 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TOCURVATURE 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 CORNER 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 WALL FOR OIL, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. MINIMUM REINFORCEMENT#3 BARS SPACED 10" O.C. E.W. TYPICAL POOL S TO 8' DEEP TYPICAL 77 SHOTCRETE/GUNITE STEPS OR '-BENCHES AS NEEDED EXTRA TRANSVERSE - � REINFORCEMENT43 10' LENGTH SPACED ON 10" CENTERS BETWEEN MAIN BARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) 143 DIAGONAL, E.W. AT DRAIN SIMILAR TO LIGHT NICHE DETAIL - LONGITUDINAL POOL SECTION NTS FINISHED POOL FLOOR ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE, BACK OPEN 1/2 TURN. (FLOOR INLETS SHALL BE FLUSH WITH POOL FLOOR.) 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 SEE STRUCTURAL NOTE 5 LADDER z - 2 - #3 BARS BENT �_I ip AS SHOWN EACH N � ESCUTCHEON PLATE 1 1/2" DIA._III I ANCHOR SOCKET I NDISTURBED OIL (NO VOIDS) PIPE BOTTOM 12" III RUBBER BUMPER - MIN. 3" II PERF )RATED. (SEE & --i I- GENERAL NOTE 13) 6" MIN. TYPICAL SWIMOUT DETAIL N.T.S. THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE 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. WATER LEVEL (CENTER LINE OF SKIMMER) z_ EQUALIZER FITTING W/ VGB-COMPLIANT GRATE (IF INSTALLED) VACUUM FITTING - SEE NOTE 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 FITTED WITH A SELF CLOSING. SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. SKIMMER AND VACUUM FITTING DETAIL LADDER DETAIL N.T.S. CROSS BRACE RECOMMENDED -WATER r LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL - FLOOR REINF. AS PER STANDARD PLANT - TO PUMP f I -I II � „III- MAIN DRAIN DETAIL 24" SQ N.T.S. ORO PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: NOVEMBER 6, 2018 ", -- Certificate of Authority No. 28177 4332.1001 1BM'F&H.IRT. SUITE 101 n®. • .rfF o•• ® N .56 14 • m E F 6 • e a o l \�•• 7�� " CITY OF JACKSONVILLE, FL RESIDENTIAL GENERAL 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 1 OF 4 APPROVED BY. JEL� - 2 - #3 BARS BENT �_I AS SHOWN EACH _ I I WAY AND LAPPED 1 1/2" DIA._III 18" WITH FLOOR HYDROSTATIC RELIEF -I I REINFORCEMENT. PIPE BOTTOM 12" III - MIN. 3" II PERF )RATED. (SEE & CLEARANCE GENERAL NOTE 13) I FROM EARTH 3/4"- 1 - 1/2" I I I I I 1( - DRAIN ROCK----.-., _ MAIN DRAIN DETAIL 24" SQ N.T.S. ORO PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: NOVEMBER 6, 2018 ", -- Certificate of Authority No. 28177 4332.1001 1BM'F&H.IRT. SUITE 101 n®. • .rfF o•• ® N .56 14 • m E F 6 • e a o l \�•• 7�� " CITY OF JACKSONVILLE, FL RESIDENTIAL GENERAL 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 1 OF 4 APPROVED BY. JEL� 1/2" WHITE VINYL JOINT STRIP (N/A FOR PAVER DECKS) CONCRETE DECK (OPTIONAL) WITH SLIP RESISTANT TOPPING ON COMPACTED GROUND WITH ALL ORGANIC MATERIAL REMOVED. 4" THK. WITH FIBER MESH, 6" WITH #3 REBAR 3 EA #3 REBAR CONTINUOUS 18" LAP SPLICES AS NECESSARY 3" \ STD. REINF: #3 REBAR @ 10" O.C. B.W. MIN. COVER 3" (EARTH SIDE), 2" (POOL SIDE). REFERTO STRUCTURAL NOTE#1 FOR ALTERNATE SCHEDULE. 8"-11" WATER LINE IL GLAZED, MIN 4" I I TYPICAL WALL RE URN, OR fl (� VACUUM FITTING, NITH WATER STOP FLAI IGE LIGHT FIXTURE & NICHE R=6"WHENH=30" .0 RADIUS INCREASES 6" FOR EACH 1' OF DEPTH 5'-0" R = 2'-0" WHEN = 5'-0" RADIUS INCREASES V FOR EACH 1' OF DEPTH > 5'-0" QUARTZ AC GREGATE PLASTER FINISH SHO CRETE/GUNITE WALL 6" MIN SHELL TYPICAL POOL WALL SECTION SCALE: N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS 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 2 - #3 BARS (OR 1 - #4 BAR) HORIZ. REIN. #3 BARS 8" O.C. FOR FREESTANDING Y WALLS = VERT. REINF. SEE SPA WALL SCH. r SPA DETAIL N.T.S. ifl SEE STRUCTURAL 61 NOTE 15 TYPICAL REINF. I 10",O.C. E.W. FLOOR REINF. CONT FROM SPA TO POOL MIN. 15" LAP EITHER DIRECTION 2 - #3 EACH WAY z N LIGHT NICHE DETAIL N. T. S. 10" MIN. 3" MIN. (TYP.) DECK SLAB VINYL - io SEE STRUCTURAL NOTE 15 BOND BEAM REIN. 343 I o BARS (TYP. FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. EXPANSION JOINT 2 ' #3 t — — BEND DOWN BOND BEAM BARS #3 BAR BEND AS SHOWN — F 01— WATER &12'0,TERNATE TROUGH MBING CATION _ AT GRADE AT GRADE WATER I OR ELEVATED TROUGH I� I I I I CL II OR II SHEER DESCENT DETAIL N.T.S. SKIMMER DETAIL N.T.S. EXPANSION JOINT DECK SLAB--\ �0 ALTERNATE LOCATION OF BOND BEAM BAR (TYP) 8"-11 . 6" le COPING DETAIL N.T.S. 6" DECK SLAB I I io 3-#3 I o MINIMAL BOND BEAM N.T.S. NOTE: MAY BE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. PLANS EXPIRE: PANS VALID FOR THIS BUILDING DEPT. ONLY: NOVEMBER 6, 2018 CITY OF JACKSONVILLE, FL Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 JACKSONV��II�4 ,�4 224 90FA : 'Zt"e32-9236 !`p R �6e 1 IAF q*?FEfi� e"' a• 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 O 3'0" MIN. (EDGE OF OUTLET) q: OUTLETS IN PARALLEL TO ONE PUMP NOTES - 3'0" MIN. (EDGE'OF OUTLET) OUTLETS IN PARALLEL TO DUAL PUMPS IN PARALLEL 3'0" MIN. (EDGE OF OUTLET) PARALLEL OUTLETS TO TWO PUMPS NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIE E EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOC TED 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 EQUALO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAYBE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0"S PARATION REQUIREMENT, I.E.ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALI S. DUAL SUCTION OUTLET ARRANGEMENTS 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL SYMMETRIC PIPING 3'0" MIN. (EDGE OF OUTLET) LETS IN PARALLEL ENTRICALLY TAPPED PIPING 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 F ET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUT SHALL 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 SHALL E AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE -OR -MORE SUCTION OUTLET ARRANGEMENTS 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION I SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATE WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUi 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATES' METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURF OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DUI SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCKABLI SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORM Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI, AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND I: AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BI SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET I 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, B 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE 1 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUC CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/G' SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CON THE OPEN AREA OF THE COVER/GRATE. TTINGS FOR USE IN SHOULD BE INSTALLED -I THE GRATE(S). THE FOLLOWING ,CE SKIMMING OR SUCTION OUTLET SUCTION OUTLET NG TO ASME/ANSI ,SME Al 12.19.8 -LATEST LIMPS IN SERIES; 1) OR APPROVED BY THE 4LL BE SIZED TO <ED. ALL OTHER SECOND. CEN, OR LOOSE. ULTANEOUSLY IG OUTLET. PIPE WILL BE NO OR SUCH THAT THE FLOW THROUGH CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP NOTE: SEE NOTE 1 BELOW SUCTION OUTLET SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE 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 12" AIR GAP (MIN.) MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM TEE ON2" VENT SUCTION PIPING TO AIR GAP PIPING DEBRIS OUTLET MOUNTED IN POOL FLOOR MINIMUM PIPE LENGTH 18" 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 TO SUCTION PIPING 2" TEE 2" 90` BEND (TYP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: NOVEMBER 6, 2018 AKEto Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 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 BY: TEL / °w VELOCITY = 6 FT / S SCH 40 1 SCH 80 SUCTION PIPE DIAMETER MAX FLOW (GPM) MAX FLOW (GPM) 2" 63 55 2 1/2" 90 79 3" 138 124 4" 238 215 6" 540 488 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 F ET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUT SHALL 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 SHALL E AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE -OR -MORE SUCTION OUTLET ARRANGEMENTS 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION I SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATE WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUi 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATES' METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURF OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DUI SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNBLOCKABLI SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORM Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI, AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND I: AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BI SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET I 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, B 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE 1 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUC CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/G' SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CON THE OPEN AREA OF THE COVER/GRATE. TTINGS FOR USE IN SHOULD BE INSTALLED -I THE GRATE(S). THE FOLLOWING ,CE SKIMMING OR SUCTION OUTLET SUCTION OUTLET NG TO ASME/ANSI ,SME Al 12.19.8 -LATEST LIMPS IN SERIES; 1) OR APPROVED BY THE 4LL BE SIZED TO <ED. ALL OTHER SECOND. CEN, OR LOOSE. ULTANEOUSLY IG OUTLET. PIPE WILL BE NO OR SUCH THAT THE FLOW THROUGH CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP NOTE: SEE NOTE 1 BELOW SUCTION OUTLET SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE 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 12" AIR GAP (MIN.) MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM TEE ON2" VENT SUCTION PIPING TO AIR GAP PIPING DEBRIS OUTLET MOUNTED IN POOL FLOOR MINIMUM PIPE LENGTH 18" 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 TO SUCTION PIPING 2" TEE 2" 90` BEND (TYP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: NOVEMBER 6, 2018 AKEto Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 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 BY: TEL / °w PUMP MOTOR TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY T .. f I I ( REFER TO NOTE R T I I I I I I I BONDING GRID. REFER TO NOTE #6 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 t.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE EQUIPPED WITH AVAPOR-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 j 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 JUNCTION BOX TYPICAL SWIMMING POOL BONDING GRD PLAN RIGID, IMC OR NON METALLIC #8 AWG COPPER WIRE CONDUIT TIMECLOCK BRASS OR NON METALLIC CONDUIT OR APPROVED ILO EQUIVALENT SERVICE PANEL JUNCTION SPST BOX TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BE NEC. SWITCH APPROVED AND SHALL FEATURE STAINLESS STEEL 4' MIN. FORMING SHELL WITH BRASS MOUNTING RING. DISCONNECT SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING PACKING GLAND, LIGHT SHALL HOUSED IN A � PUMP STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATED FACE RING FOR COMPRESSING OF POOL DECK A 360° DOUBLE WALL SYNTHETIC GASKET. 12 V TRANS. NOTES: 1. ALL EI 300 WATT 3 #12 IN Y" COND. LATEf T MIN. FROM INSIDE WALL UNDERWATER LIGHT 2. BOND 12V/ 30OW WITH LOW WATER AND F BONDING CONDUCTOR. PERM PER NEC REFER TO NOTE #7 ELECTRICAL DIAGRAM I I ( REFER TO NOTE R T I I I I I I I BONDING GRID. REFER TO NOTE #6 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 t.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE EQUIPPED WITH AVAPOR-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 j 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 JUNCTION BOX TYPICAL SWIMMING POOL BONDING GRD PLAN RIGID, IMC OR NON METALLIC #8 AWG COPPER WIRE CONDUIT TIMECLOCK BRASS OR NON METALLIC CONDUIT OR APPROVED ILO EQUIVALENT SERVICE PANEL JUNCTION SPST BOX TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BE NEC. SWITCH APPROVED AND SHALL FEATURE STAINLESS STEEL 4' MIN. FORMING SHELL WITH BRASS MOUNTING RING. DISCONNECT SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING PACKING GLAND, LIGHT SHALL HOUSED IN A � PUMP STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATED FACE RING FOR COMPRESSING OF POOL DECK A 360° DOUBLE WALL SYNTHETIC GASKET. 12 V TRANS. NOTES: #8 BOND TO STRUCTURALSTEEL SERVICE PANEL � INCOMING NEUTRALBAR � TO GROUND — GROUND BAR NEUTRALBAR TRANSFORMER 3CONDUCTOR H -N -G GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDUIT CAL SHALL CONFORM WITH ART 680 NEC - .L SHEATHED CABLES, RACEWAYS, METAL PIPING FIXED METAL PARTS NOT SEPARATED BY ENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM 12 FT VERTICALLY OF MAX WATER LEVEL. 4' MIN. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB &- 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC #8 AWG PRESSURE GROUND CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING SUPPLY JUNCTION BOX (IF USED) LADDER, HAND RAIL,TRANSFORMER DIVING BOARD, ETC... POOL LIGHT POOL METAL CONDUITS REINFORCING M OR PIPING SYSTESTEEL FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL TYPICAL GROUNDING SCHEMATIC PUMP 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 #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES 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 8' TO 151N LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 15', 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 61NCHES 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: POOL LIGHT DETAIL I NOVEMBER 6, 2018 POOL LIGHT HEATER CASE CONTROL PANEL v • TYPICAL BONDING SCHEMATIC AKstv rtificatetiVt aHrjMfk� fNo. 28177 3a.Rag OAKS CQU Wff., /ITE 101 PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF JACKSONVILLE, FL RESIDENTIAL ELECTRICAL 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 4 OF 4 APPROVED BY: JEL/ 1. ALL EI 3 #12 IN Y" COND. LATEf 2. BOND 12V/ 30OW WITH LOW WATER AND F CUT-OFF OR 120 VAC W/ GFCI PERM PER NEC WATE ELECTRICAL DIAGRAM #8 BOND TO STRUCTURALSTEEL SERVICE PANEL � INCOMING NEUTRALBAR � TO GROUND — GROUND BAR NEUTRALBAR TRANSFORMER 3CONDUCTOR H -N -G GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDUIT CAL SHALL CONFORM WITH ART 680 NEC - .L SHEATHED CABLES, RACEWAYS, METAL PIPING FIXED METAL PARTS NOT SEPARATED BY ENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM 12 FT VERTICALLY OF MAX WATER LEVEL. 4' MIN. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB &- 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC #8 AWG PRESSURE GROUND CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING SUPPLY JUNCTION BOX (IF USED) LADDER, HAND RAIL,TRANSFORMER DIVING BOARD, ETC... POOL LIGHT POOL METAL CONDUITS REINFORCING M OR PIPING SYSTESTEEL FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL TYPICAL GROUNDING SCHEMATIC PUMP 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 #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES 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 8' TO 151N LENGTH, PROVIDE #8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS GREATER THAN 15', 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 61NCHES 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: POOL LIGHT DETAIL I NOVEMBER 6, 2018 POOL LIGHT HEATER CASE CONTROL PANEL v • TYPICAL BONDING SCHEMATIC AKstv rtificatetiVt aHrjMfk� fNo. 28177 3a.Rag OAKS CQU Wff., /ITE 101 PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF JACKSONVILLE, FL RESIDENTIAL ELECTRICAL 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 4 OF 4 APPROVED BY: JEL/