Loading...
1817 Atlantic Beach Dr - Permit POOL18-0022 dwgoI AS SITE PLAN LOT 44 AS SHOWN ON PLAT OF ATLANTIC BEACH COUNTRY CLUF3 UNIT 2 CORDED IN PLAT BOOK 67, PAGES 132-137 OF THE CURRENT PUBLI C RECORDS OF DUVAL COUNTY, FL. GJAPHIC SCALE 30 III 0 15 30 ( IN FEET ) inch = 30 ft. IMPERVIO S COVERAGE IMPERVIOUS Sq. Ft. LOT Sq. Ft. % 4,654 Sq. Ft. 9,316 Sq. Ft. 50.0% 4968 'sq ft 9316 sq ft 53 3°h BUILDIN COVERAGE COVERED Sq. Ft, LOT Sq. Ft. % 3,968 Sq. Ft. 19,316 Sq. Ft. COMMUNITY DEVELOPMENT APPROVED 5.00' a 10.9 �F \9\� ,, �Dc F 4.00' •'N$ D <� 10.3 9 'o �1 LG1/ oilo \ eqo mss ' �`�Lr 0. 18.54' 'Qsj oA \ 3.00' Opti mss. q, Doo 20 37' **SETBACKS** FRONT - 20 FEET FROM 15 FEET FROM BUILD EXC.PT CORNER/DO FRONT/SIDE MINIMUM FACE TO BACK OF R FACE OF GARAGE TO BACK OF RIGHT OF WAY AND�9 NG FACE TA PORCH TO BACK OF RIGHT OF WAY; BLE -FRONTAGE LOTS, FOR WHICH THE NON -ADDRESS YARD SHALL BE 10 FEET FROM GARAGE OR BUILDING GHT OF WAY. \ \ yEii - REAR - OPEN PORC (PER CLIENT)\�� QENERAL NOTES�-y ES ARE ALLOWED TO GO 4 FEET INTO REAR SETBACK DFNOlES FASENENT \ \ AGppIT D131RICr 1. BEARINGS ARE BASED 2. DRAINAGE ELEVATIO 3. THE LANDS SHOWN (F.I.R.M.) COMMUNITY # 14-04-0427P, DATED THAT WILL SUPERSEDE MANAGEMENT REPOSIT ON THE CENTERLINE OF ATLANTIC BEACH DRIVE AS BEING 532'41'16"E. S SHOWN HEREON ARE BASED ON NAVD 1988. HEREON LIE WITHIN FLOOD ZONE "X" AS DEPICTED ON THE FLOOD INSURANCE RATE MAP UMBER 120077, PANEL NUMBER 0406H, DATED, JUNE 3, 2013, SUBJECT TO LOMR-APP CASE DECEMBER 22, 2014. THERE MAY HAVE BEEN SUBSEQUENT REVISIONS AFTER THIS DATE SAID INFORMATION. INQUIRIES SHOULD BE MADE TO THE COMMUNITYS FLOOD PLANE RY, DEPARTMENT OF PUBLIC WORKS. IE9 FlJ]DO YiSUNANCE RATE Y INi\£ L - PLAT (D - \ 4. FLOOD MAPS REFER 5 NOD NCED HEREON ARE BASED ON NAVD 1988. =ElB 9GIX PG- - PAGEYB) DE11OtES 6 BNlN +B. - 'N4' GR1CPElE UN ERGROUND I OUNDATIONS OR UTILITIES & NO IMPROVEMENTS, OTHER THAN THOSE SHOWN WERE LOCATED UNDER THE SCOPE OF THIS SITE PLAN. 6. ADDITIONS, DELETIO S AND/OR ANY WRITTEN INFORMATION ADDED TO THIS MAP AND/OR REPORT IS PROHIBITED AND IS NOT AUTHORIZE D BY THE SIGNING SURVEYOR. 7. THIS MAP IS INTEND D TO BE VIEWED AT A SCALE OF 1"=30' OR SMALLER. B. ENTRIES & PATIOS DEPICTED AS EXTENDING INTO THE BUILDING RESTRICTION LIMITS MUST REMAIN UNCOVERED & NOT ENCLOSED. 9. UPLAND BUFFERS A JACENT TO WETLANDS ARE TO REMAIN NATURAL, VEGETATIVE, AND UNDISTURBED. 10. DIMENSIONS ARE IN FEET AND DECIMAL PARTS THEREOF. 11. THIS SITE PLAN ISNLY FOR THE LANDS AS DESCRIBED. IT IS NOT A CERTIFICATE OF TITLE, ZONING, EASEMENTS OR FREED M OF ENCUMBRANCES, 12. THIS SITE PLAN WAS NOT INTENDED TO DELINEATE OR DEFINE ANY WETLANDS, ENVIRONMENTALLY SENSITIVE AREAS, WILDLIFE HABIT TS OR JURISDICTIONAL LINES OF ANY FEDERAL, STATE, REGIONAL OR LOCAL AGENCY, BOARD, AND COMMISSI N OR OTHER ENTITY AND ANY LIABILITY RESULTING THEREFROM IS NOT THE RESPONSIBILITY OF THE UNDERSIGNED. 13. UNLESS A COMPAR SON IS MADE, MEASURED BEARINGS AND DISTANCES ARE IDENTICAL WITH PLAT VALUES; 14. THIS SITE PLAN IS 3ASED ON INFORMATION AS PROVIDED BY THE CLIENT. 15. BUILDING AND IMPR VEMENT TIES AS DEPICTED HEREON ARE PERPENDICULAR TO THE PARCEL PROPERTIES UNLESS OTHERWISE NO ED. ALL BUILDING TIES ARE SHOWN TO THE FOUNDATION. 16. PLEASE REFER TO HE PLAT FOR ADDITIONAL ITEMS THAT MAY AFFECT THIS LOT. 17. THIS IS NOT A BOUNIDARY SURVEY. 18. PUBLIC SIDEWALKS EPICTED HEREON ARE BASED ON THE CONSTRUCTION PLANS. THEY ARE SHOWN FOR 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% SLOPE ON ALL SIDEWA S. ALL SIDEWALK AND FLATWORK SHALL, AT A MINIMUM, MEET CURRENT COUNTY AND ADA STANDARDS. CROSS SLOPES SHALL BE NO MORE THAN 2%. THE PORTION OF THE SIDEWALK WHICH TRANSVERSES THROUGH THE DRIVEWA 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 DRA NAGE PURPOSES. 2EVISION D: REVISED SITE PLAN - UPDATE DRIVEWAY & MOVE HOUSE (11/9/17) (DBG/MEB) 2EVISION C: REVISED SITE PLAN - UPDATE HOUSE (10/30/17) (RR/MEB) iEVISION B: REVISED SITE PLAN - UPDATE HOUSE (9/18/17) (TJ/MEB) iEVISION A: REVISED SITE PLAN - CHANGED EAVES (7/24/17) (DDM/MEB) ?REPARED FOR: RIVERSIDE HOMES FAO - DE P.CN - LL INi. - P.I. -DEN P.G - DD P.0.G-D PK NAY. - P.SLL - G P.LS - D m_ - D OAR. - DE U.L U,E D.E -DEA D GEC - D F.P.YL - sYaYD - BULDING RESDDCIIQI UYI EDIT - DEHDTE9 EDLE DF MTFA FF, 1 axEDE]lOF CF a.Ne F1EY. - CEll01E9 ElEVAnON B)GEF PAYEYENT - G1ES FlNI91 FlJ]OR NIGHT Qi WAY GNB - GFf%YAL REC11N BIXM NADIUS PANT - DEiI tUNRAL QlalO/fAADE PDDR GF CGYPWND C11NY' RE L -E - OTES JFA EASEMENT 3 CENIENUNE NnAEELTGx MRI - GENDIF.S Nd -RADIAL DIES PAPo(FA MRttIW NNL P 6 PRRESSIWAL 91RA£Ypi 5 PROE455Ip1AL lµ0 SV T. - Ofl1O1E5 PANT CP TANGENCY C YAPPER NDT N SCAIF N/A - CERT. - DENOTES CEAnFIGSi OTFS NGE NRIICA&E/A SYNLA&f S GANAGET CDENOTES ETECINC ENGU Ga M - -M CLAY CWNtt UMItt I UTY1tt EASEMENT EASE(E) DRAYiACE EAEflENT 3 UHDB9IPoICNB DRNN/� DFNOlES FASENENT 3 CLAY FIECRNC cowFRAn nS FIDPoDA POgi AAp UUR E1F5 sr Jwxs ltlYfA YATEn 3 LEinA 6 YAP NN]]nlENr AGppIT D131RICr EHOTE9 CCNq LETIEA lE9 NA fE YEAn D6 HDRTN ALENCµ VFJNI f1E5 FIDfRK EMERGENCY YAN YAP REMSIIXi (Flw ANY OANY T AGfAlCY IE9 FlJ]DO YiSUNANCE RATE Y INi\£ L - PLAT (D - L1HE OTES DEID YFABAiED (N - CALCULAiFD IEeM - INgI PIPE LD. - OlE9 PADIAL DDIGIf9 PCN RGO GlE9 IDF111FlGn0H =ElB 9GIX PG- - PAGEYB) DE11OtES 6 BNlN +B. - 'N4' GR1CPElE OTES BREAK LPff FlGnW AS NDTEO ..u.- 1'zY CgiCREIE YIXIUYEM 5/B' RERAN gT l8 ,BYY1 ANXI YAIMFA FDllEB) IDFNn LICENSE Yll41E¢ xul@l'A NIN AS MOIEB 4 - OENOIFS q DENOTE lYDCHBUGIOGO 91E TP-IT S IJIT 4SAdN0 PLAN ETP - Es wTw EJGsnxD mADE D1ES�iOE P,�:ES'1'�DJECIN - � � o 6.73' 'M WOOD) 6.23' (TO SAYE) U Pool ods. 5 - 6.23' O O�T (TO EAVE) `v16 Sa Q 1 O°��oea\a • CIO RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH G� � � o 6.73' 'M WOOD) 6.23' (TO SAYE) 6.09' © DENOTES PROPOSED WOOD DENOTES PROPOSED CONCRETE ® DENOTES PROPOSED PAVERS cT DENOTES CHEMICAL TOILET DENOTES FUTURE 4" TREE NOTE: PER ARB, FINISH FLOOR ELEVATION MUST BE 24" ABOVE GRADE U Pool ods. 5 Pool pad ya�a�Fea n� of y `v16 Sa Q 1 O°��oea\a • E�5 ���'� rpg RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1 (P) oa 743'14" 10.5 400.00 26.58 N39'51'10"W 26.57 3'48'26" 6.09' -0) 6.09' © DENOTES PROPOSED WOOD DENOTES PROPOSED CONCRETE ® DENOTES PROPOSED PAVERS cT DENOTES CHEMICAL TOILET DENOTES FUTURE 4" TREE NOTE: PER ARB, FINISH FLOOR ELEVATION MUST BE 24" ABOVE GRADE CERTIFIED TO: RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS t 1501 COUNTY ROAD 315 SUITE NO. 106 (904 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904) 284-2258 CERTIFICATE OF AUTHORIZATION LB #699999991 COPYRIGHT © 2017 NOTATION: F.I.R.M. FLOOD ZONE "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstractor W/ ELEVATON: X (N/A) the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: 120077 0406H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or notshown hereon pertaining to easements, claims LOMR-APP# 14-04-0427P 12/22/14 Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other FB/PG: N/A statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. N/A 1. SEPTEMBER 18, 2017 This survey is prepared and certified for the exclusive use of DAZE" 5/9/17 SCAT FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1349-17-031 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DOM CHECKED BY: MES SHEET 1 OF 1 1"=30' 0 U Pool 299 sq ft Pool pad *TABLELINEENGTHL1(P)33.71L2(C)72.79L3(P)0.00 CURVE TABLE CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1 (P) CERTIFIED TO: RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS t 1501 COUNTY ROAD 315 SUITE NO. 106 (904 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904) 284-2258 CERTIFICATE OF AUTHORIZATION LB #699999991 COPYRIGHT © 2017 NOTATION: F.I.R.M. FLOOD ZONE "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstractor W/ ELEVATON: X (N/A) the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: 120077 0406H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or notshown hereon pertaining to easements, claims LOMR-APP# 14-04-0427P 12/22/14 Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other FB/PG: N/A statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. N/A 1. SEPTEMBER 18, 2017 This survey is prepared and certified for the exclusive use of DAZE" 5/9/17 SCAT FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1349-17-031 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DOM CHECKED BY: MES SHEET 1 OF 1 1"=30' 0 U Pool 299 sq ft Pool pad 15 sq ft CURVE TABLE CURVE RADIUS ARC LENGTH CHORD DIRECTION CHORD LENGTH DELTA C1 (P) 400.00 53.91 537'53'46"E 53.87 743'14" C2(P) 400.00 26.58 N39'51'10"W 26.57 3'48'26" CERTIFIED TO: RIVERSIDE HOMES BARTRAM TRAIL SURVEYING, INC. LAND SURVEYORS - PLANNERS - LAND DEVELOPMENT CONSULTANTS t 1501 COUNTY ROAD 315 SUITE NO. 106 (904 284-2224 GREEN COVE SPRINGS, FL 32043 FAX (904) 284-2258 CERTIFICATE OF AUTHORIZATION LB #699999991 COPYRIGHT © 2017 NOTATION: F.I.R.M. FLOOD ZONE "I HEREBY CERTIFY, that this survey graphically represents The survey hereon was made without benefit of abstractor W/ ELEVATON: X (N/A) the results of a field survey made under my responsible search of title, and therefore the undersigned and Bartram direction and complies with the latest Standards of Trail Surveying make no Certifications regarding information PANEL NO.: 120077 0406H 6/3/13 Practice for Surveys as promulgated by the Florida State shown or notshown hereon pertaining to easements, claims LOMR-APP# 14-04-0427P 12/22/14 Board of Professional Surveyors and Mappers, Chapter of easements, Rights-of-way, setback lines, overlaps, 5J-17 F.A.C.; Pursuant to section 472.027, Florida Boundary Line disputes, agreements, reservations or other FB/PG: N/A statues, subject to all notes and notations shown hereon. similar matters which may appear in the abstract, or search. N/A 1. SEPTEMBER 18, 2017 This survey is prepared and certified for the exclusive use of DAZE" 5/9/17 SCAT FIELD WORK COMPLETED MAP ORIGINALLY SIGNED the client named hereon and the survey map and report of the copies thereof are not valid without the signature and PROJECT NO.: REVISION: the original raised seal of a Florida licensed surveyor and 1349-17-031 THOMAS P. HUGHES, P.L.S. mapper. STATE OF FLORIDA LICENSE NUMBER LS 3507 DRAWN BY: DOM CHECKED BY: MES SHEET 1 OF 1 1"=30' 0 GENERALNOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S POOL 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 AN I/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NA IONAL 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 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 ACCESSIBLEON-OFF SWITCH MOUNTED OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITHOUT ADJUS TING THE THERMOSTAT SETTING AND TO ALLOW RESTARTING WITHOUT RE -LIGHTING THE PILOT LIGHT. EFFICIENCY 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 ARE S WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURING NY PERIOD OF ANY GIVEN YEAR. STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING HALL BE #3 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DE TH. BETWEEN 6'0" AND 1010" USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE ARE 81 OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH 20" 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 ESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEF ARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND EAf 1,TH, 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" S ILS 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 A CEPTABLE 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 DRDING TO UBC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS TH N 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/GUNITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCEMENT 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 FOLLOWING WALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OFT E POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITz. 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT EAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED AE 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 INSIDES 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 TOC JRVATURE OF THE WALL, 1 - #4 BAR MAY BE SUBSTITUTED FOR 2 - #3 BARS IN ORDER TO MAINTAIN A MINIMUM 2 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 HYDROST TIC PRESSURES. MINIMUM REINFORCEMENT#3 BARS SPACED 10" O.C. E.W. TYPICAL TYPICAL POOL 3' TO 8' DEEP SHOTCRETE/GUNITE STEPS OR BENCHES AS NEEDED EXTRA TRANSVERSE - _� REINFORCEMENT -#3 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 RAD ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE, BACK OPEN 1/2 TURN. (FLOOR INLETS SHALL BE FLUSH WITH POOL FLOOR.) / F1 SUPPLY HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL STRUCTURALNOTE5 z N 8"- I-- 0 ESCUTCHEON PLATE ANCHOR SOCKET NDISTURBED OIL (NO VOIDS) RUBBER BUMPER 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 1Yz" 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 7' GPM 900 GPM PUMP SIZE WILL VARY DEPENDING ON THE PUMP SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS. N. T. S. �a Y 2f m WATER LEVEL (CENTER LINE OF SKIMMER) z EQUALIZER FITTING SPRING LOADED VERTICAL v W/ VGB-COMPLIANT CHECK EQUALIZER VALVE GRATE (IF INSTALLED) TO PUMP SUCTION 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 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 IAPMO SPS 4. SKIMMER AND VACUUM FITTING DETAIL CROSS BRACE RECOMMENDED `WATER LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL -.i ' I- 6" MIN. LADDER DETAIL N.T.S. FLOOR REINIF. AS PER STANDARD PLAN -TO PUMP =III L III- 2 - #3 BARS BENT -I AS SHOWN EACH I I WAY AND LAPPED 1/2" DIA. 1 -III 18" WITH FLOOR HYDROSTATIC RELIEF -I I REINFORCEMENT, PIPE BOTTOM 12" III - MIN. 3" II PERFORATED. (SEE CLEARANCE GENERAL NOTE 13) El FROM EARTH 3/4" - 1- 1/2" ( III DRAIN ROCK-, MAIN DRAIN DETAIL 24" SQ N.T.S. I ORO PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: NOVEMBER 6, 2018 N a", -- Certificate of Authority No. 28177 4333.RWtlj'6`BKWl0W,BT, SUITE 101 ENSU ® N .561 14 66 � F Q1 s� /may 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� 0 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). REFER TO STRUCTURAL NOTE #1 FOR ALTERNATE SCHEDULE. 8"-11" WATER LINE TILE, GLAZED, MIN. 4 - TYPICAL WALL Rl TURN, OR VACUUM FITTING WITH WATER STOP FU NGE LIGHT FIXTURE & NICHE LR2'UO' "EN H = '-0" I NCREA ES 6" FOR EACH 1' OF DEPTH < 5'-0" HEN H 5'-0" NCREA ES VFOR EACH 1'OF DEPTH > 5'-0" ARTZ A 3GREGATE PLASTER FINISH SHO CRETE/GUNITE WAL 6" M N SHELL TYPICAL POOL WALL SECTION SCALE: N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS HORIZ. REIN. #3 BARS 8" 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) I I 6" Z HORIZ. REIN. #3 BARS 8" L O.C. FOR FREE STANDING IIm ALTERNATE LOCATION OF WALLS = BOND BEAM BAR (TYP) VERT. REINF. SEE SPA I o WALL SCH. N.T.S. DECK SLAB � I I SPA DETAIL N.T.S. SCH. mml SEE STRUCTURAL 6 NOTE 15 i TYPICAL REINF. 10" O.C. E.W. z FLOOR REINF. CONT. FROM SPA TO POOL MIN. 15" LAP EITHER DIRECTION II o U z OD 3" 00 MIN. I Z Q I� J 0 Q 2 - #3 EACH WAY I _ II o LIGHT NICHE DETAIL N. T. S. DECK SLAB 3" MIN. (TYR) VINYL —I TILE io SEE STRUCTURAL NOTE 15 BOND BEAM REIN. 3-43 I o BARS (TYP. FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. EXPANSION JOINT -I- — — BEND DOWN 2 #3 BOND BEAM BARS #3 BAR BEND AS SHOWN — — SKIMMER DETAIL 10" MIN. 6" MAX. WATER 12„ ALTERNATE TROUGH PLUMBING LOCATION _ AT GRADE AT GRADE z_ WATER I OR ELEVATED cu TROUGH III J) 7 OR ¢ II SHEER DESCENT DETAIL N.T.S. N.T.S. EXPANSION JOINT a DECK SLAB 6" Z in IIm ALTERNATE LOCATION OF BOND BEAM BAR (TYP) I o COPING DETAIL N.T.S. DECK SLAB � I I 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 CIN OF JACKSONVILLE, FL OrGplmmmllm Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 JACKSONVI 1 04'224 90``1.9-1 t FA : PFPs,$9236 P 14 = c P. ssss'Bf6 Ap 8/0 A �',,oi. 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: SEL- 3'0" MIN. (EDGE OF OUTLET) q] OUTLETS IN PARALLEL TO ONE PUMP 3'0" MIN. (EDGE qpF OUTLET) OUTLETS IN PARALLEL TO DUAL PUMPS IN PARALL L 3'0" MIN. (EDGE OF OUTLET) PARALLEL OUTLETS TO TWO PUMPS NOTES: 1_ DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDI EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCA ED 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 EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 37 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 WALL 3. DUAL SUCTION OUTLET ARRANGEMENTS 11 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL O SYMMETRIC PIPING EI 3'0" MIN. (EDGE OF OUTLET) -LETS IN PARALLEL CENTRICALLY 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 2 1/2" 90 79 mm"7 3" 138 124 4" 238 215 6" 540 488 SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FE T FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE OCATED 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 B AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE -OR -MO SUCTION OUTLET ARRANGEMENTS NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME AT 12.19.8 -LATEST, "SUCTION FI rTINGS FOR USE IN SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUG i THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURFI CE 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 UNBLOCKABLE SUCTION OUTLET SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORM[ G TO ASME/ANSI Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI/A SME Al 12 -19.8 -LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLETS JMPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) 3HALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BL CKED. ALL OTHER SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET PER SECOND. 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, BF OKEN, 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 PIPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUC1 ION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/G TE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONT OL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP NOTE: 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 ON 2" VENT SUCTION PIPING TO AIR GAP PIPING 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 2"90- BEND (TYP. 2" TEE OF 2) I—SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING. TO SUCTION PIPIN I LABEL VENT AS FOLLOWS: "POOL SAFETY DEVICE - DO NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: NOVEMBER 6, 2018 "at 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 r CPC 049389, 1456631, 1457486 714 A 10221 BEACH BLVD. m JACKSONVILLE, FL 32246 904-743-2060 Ts a[ ®•a e� ` (jjqF•e° DWG. BY: MAC �% �e °o ��i,�' c• \``.;r' N NOT TO SCALE SHEET 3 OF 4 APPROVED BY: JEL 0��9SI4/Np�N{pL{>Tj�'I�` �e TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY I i REFER TO 1 NOTE R \ T I I I I I 1 1 I i --------------------- — — — ——.—'—'—.—.— .—.—.-------- --------- .—­-------_--- BONDING .—.—.---BONDING GRID. REFER TO NOTE #6 TYPICAL SWIMMING POOL BONDIN GRID PLAN 11 PANEL JUNCTION I SPST BOX TOGGLE SWITCH 4' MIN. � DISCONNECT I PUMP 'OOL DECK NO 12 V TRANS. 1. 3 #12 IN Y" COND. 2. 12V/ 30OW WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC PUMP MOTOR #8 BOND TO STRUCTURAL STEEL ELECTRICAL DIAGR, m SERVICE PANEL NEUTRAL B/ . ILTO GF GROUNDBAR NEUTRAL BAR TRANSFORMER 3CONDUCTOR H -N -G GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDI TYPICAL GROUNDING S L ELECTRICAL SHALL CONFORM WITH ART 680 NEC - TEST ND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING D ALL FIXED METAL PARTS NOT SEPARATED BY PMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM ,TER, 12 FT VERTICALLY OF MAX WATER LEVEL. ING POWER SUPPLY POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL EMATIC ENERGY EF ACIENCY NOTES: 1. TIME 'TWITCHES 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 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 E TH SHALL B RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE E 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' MIN. JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT z_ 300 WATT UNDERWATER LIGHTS SHALL BAOF NEC_ APPROVED AND SHALL FEATURE STAINLE°r FORMING SHELL WITH BRASS MOUNTING SHELL SHALL HAVE A 1" NPT CONDUIT WIT PACKING GLAND. LIGHT SHALL BE HOUSE STAINLESS STEEL ENCAPSULATION BOLT CHROME PLATED FACE RING FOR COMPRA 360° DOUBLE WALL SYNTHETIC GASKET 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 JUNCTION BOX (IF USED) LADDER, HAND RAIL, TRANSFORMER DIVING BOARD, ETC... POOL METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL 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 5HORIZONTALLY 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 161N 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 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: POOL LIGHT DETAIL I NOVEMBER 6, 2018 POOL LIGHT HEATER CASE CONTROL PANEL O • TYPICAL BONDING SCHEMATIC Nmtv .rtificate06j4j jjW No. 28177 31J0 M OAKS CAIRN?IIJITE 101 . a O 56,714 �® e m e c O� -d ✓s •aee.o r s �. 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� 300 WATT 3' MIN. FROM INSIDE WALL UNDERWATER LIGHT BONDING CONDUCTOR. REFER TO NOTE #7 I i REFER TO 1 NOTE R \ T I I I I I 1 1 I i --------------------- — — — ——.—'—'—.—.— .—.—.-------- --------- .—­-------_--- BONDING .—.—.---BONDING GRID. REFER TO NOTE #6 TYPICAL SWIMMING POOL BONDIN GRID PLAN 11 PANEL JUNCTION I SPST BOX TOGGLE SWITCH 4' MIN. � DISCONNECT I PUMP 'OOL DECK NO 12 V TRANS. 1. 3 #12 IN Y" COND. 2. 12V/ 30OW WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC PUMP MOTOR #8 BOND TO STRUCTURAL STEEL ELECTRICAL DIAGR, m SERVICE PANEL NEUTRAL B/ . ILTO GF GROUNDBAR NEUTRAL BAR TRANSFORMER 3CONDUCTOR H -N -G GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDI TYPICAL GROUNDING S L ELECTRICAL SHALL CONFORM WITH ART 680 NEC - TEST ND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING D ALL FIXED METAL PARTS NOT SEPARATED BY PMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM ,TER, 12 FT VERTICALLY OF MAX WATER LEVEL. ING POWER SUPPLY POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL EMATIC ENERGY EF ACIENCY NOTES: 1. TIME 'TWITCHES 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 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 E TH SHALL B RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE E 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' MIN. JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT BRASS OR NON METALLIC CONDUIT OR APPROVED EQUIVALENT z_ 300 WATT UNDERWATER LIGHTS SHALL BAOF NEC_ APPROVED AND SHALL FEATURE STAINLE°r FORMING SHELL WITH BRASS MOUNTING SHELL SHALL HAVE A 1" NPT CONDUIT WIT PACKING GLAND. LIGHT SHALL BE HOUSE STAINLESS STEEL ENCAPSULATION BOLT CHROME PLATED FACE RING FOR COMPRA 360° DOUBLE WALL SYNTHETIC GASKET 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 JUNCTION BOX (IF USED) LADDER, HAND RAIL, TRANSFORMER DIVING BOARD, ETC... POOL METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL 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 5HORIZONTALLY 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 161N 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 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: POOL LIGHT DETAIL I NOVEMBER 6, 2018 POOL LIGHT HEATER CASE CONTROL PANEL O • TYPICAL BONDING SCHEMATIC Nmtv .rtificate06j4j jjW No. 28177 31J0 M OAKS CAIRN?IIJITE 101 . a O 56,714 �® e m e c O� -d ✓s •aee.o r s �. 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�