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1744 Atlantic Beach DR POOL23-0037 - Residnetial Pool Details - Updated EngineeringGENERALNOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2020 AND FLORIDA BUILDING CODE RESIDENTIAL 2020 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE - LATEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION 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" 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 INSTALLED IN ACCORDANCE WITH FBC 454.2.14, "WATER HEATING EQUIPMENT." 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING 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. BARRIERS SHALL COMPLY WITH FBC 454.2.17. 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2020 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. 14. RECIRCULATING PUMPS SHALL BE EQUIPPED ON THE INLET SIDE WITH AN APPROVED -TYPE HAIR AND LINE STRAINER WHEN USED WITH A PRESSURE FILTER. 15. ALL POOLS SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE WATER DEPTH EXCEEDS 24 INCHES. IN PRIVATE POOLS WHERE WATER DEPTH EXCEEDS 5 FEET THERE SHALL BE LADDERS, STAIRS OR UNDERWATER BENCHES/SWIM-OUTS IN THE DEEP END.WHERE MANUFACTURED DIVING EQUIPMENT IS TO BE USED, BENCHES OR SWIM -OUTS SHALL BE RECESSED OR LOCATED IN A CORNER. 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 67 AND 10'0", USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE: #4 BARS AT 12" ON CENTER EACH WAY WITH 20" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 60" AND 10'0", USE #4 BARS AT 6" ON CENTER VERTICALLY STARTING AT 37 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 FLUID PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SEPARATION 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 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 87. NOTE APPLIES TO "NORMAL" SOILS ONLY. 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, WHICH SHALL BE COMPACTED 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 ACCEPTABLE 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 HAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL, OR VICE VERSA. 6. SHOTCRETE/GUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLACED ACCORDING 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 IS LESS 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/GUNITE, 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 OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES SHALL BE AT LEAST 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 SHOTCRETE/GUNITE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS MINUS 311. 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE 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 CORNER OF THE BOND BEAM PROVIDED THE MINIMUM COVER REQUIREMENTS OF STRUCTURAL NOTE #1 ARE MET. 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNTERED. 17. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOR SOIL, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. MINIMUM REINFORCEMENT#3 BARS SPACED 10" O.C. E.W. TYPICAL POOL S TO 8' DEEP TYPICAL 177 SHOTCRETE/GUNITE STEPS OR BENCHES AS NEEDED / RADIUS I _ 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 ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE, BACK OPEN FINISHED POOL 1/2 TURN. (FLOOR INLETS SHALL FLOOR 1 BE FLUSH WITH POOL FLOOR.) 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 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 21/2 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 r' 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 8"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 B.- AND "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 NOTE: PREPARATION OF TOTAL DYNAMIC HEAD CALCULATIONS AND PROVISION OF THE CALCULATIONS TO THE BUILDING DEPARTMENT ARE THE RESPONSIBILITY OF THE AQUATICS CONTRACTOR OR HOMEOWNER. z N 'v ESCUTCHEON PLATE ANCHOR SOCKET RUBBER BUMPER LADDER DETAIL N.T.S. Di itall si ned James[: byJames E LePetrie LePetrie Date: 2023.12.29 18:43:45 -0 '00' CROSS BRACE RECOMMENDED 3"-6" WATER LEVEL 1 LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL 6" MIN. FLOOR REINF. AS PER STANDARD PLAN PUMP�4Tr5==-M- -TO 1 1/2" DIA. -1 I HYDROSTATIC RELIEF -I RI PE BOTTOM 12" PFORATED. SEE .11 I GENERAL NOTE 13) - 3/4" - 1 - 1/2"=I DRAIN ROCK ° ' -III II MAIN DRAIN DETAIL 24" SQ N.T.S. ORO PLANS EXPIRE: JANUARY 4, 2025 5%usiltr, Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FL 32224 904-223-9773 FAX: 866-832-9236 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES E. LEPETRIE, JR., ON 12/29/2023. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. '0\ <.• ..... o ';• No. 56714 ?� o ,t • STATE OF �_ AS SHOWN EACH I- WAY AND LAPPED 18" WITH FLOOR REINFORCEMENT. MIN. 3" 0 CLEARANCE FROM EARTH PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL MASTER PLAN GENERAL NOTES AND DETAILS KEN HUNTER 541039 U.S. HWY 1 CALLAHAN, FL 32011 DWG. BY: MAC NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL EXPANSION JOINT 1/2" WHITE VINYL JOINT STRIP (N/A FOR PAVER WATER LINE TILE, I I o DECKS) GLAZED, MIN. 4" 6„ DECK SLAB 2 - #3 BEND DOWN I BOND BEAM BARS NW ACCEPTABLE ALTERNATE = BEAM CONSTRUCTION Z z POOL DECK I #3 BAR BEND I I 3" I OU O o I AS SHOWN — — � � MIN. � I J TYPICALWALL RETURN, OR I Q r VACUUM FITTING, WITH I 2-#3 EACH WAY 3 EA #3 REBAR CONTINUOUS 18" WATER STOP FLANGE b LAP SPLICES AS NECESSARY '� 343 I I I q LIGHT FIXTURE &NICHE • 3., R = 6" WHEN H = 3'-0" NOTE: DETAIL APPLIES TO POOL CONSTRUCTION WHERE SKIMMER IS ENCASED MIN. — RADIUS INCREASES 6" FOR EACH 1' OF DEPTH < 5-0" IN POOL BEAM. R = 2'-0" WHEN H = 5'-0" NOTE: MAYBE USED WITH ACCEPTABLE ALTERNATE METHOD WHERE SKIMMER IS INSTALLED SEPARATELY F RADIUS INCREASES V FOR EACH 1' OF DEPTH > 5'-0" SAND, GRAVEL, OR ROCK FROM SHELL: NOTCH BEAM TO ACCEPT SKIMMER THROAT. INSTALL SKIMMER NOTE: DETAIL APPLIES TO POOL CONSTRUCTION SOIL CONDITIONS ONLY. ADJACENT TO POOL SHELL AND ENSURE PROPER STABILIZATION OF SKIMMER WHERE LICHT NICHES ARE USED. DOES NOT APPLY TO STD. REINF.: QUARTZ AGGREGATE PLASTER FINISH BODY WITH CONCRETE FOLLOWING COMPLETION OF SKIMMER PIPING. NICHELESS LIGHTS OR LIGHTS WITH MINIMAL NICHE. #3 REBAR @ 10" O.C. B.W. MIN. SHOTCRETE/GUNITE WALL MINIMAL BOND BEAM COVER 3" (EARTH SIDE), 2" 6" MIN SHELL THICKNESS N.T.S. (POOL STRUCTTURAL SIDE). REFER TO r LIGHT NICHE DETAIL NOTE FOR SKIMMER DETAIL ALTERNATE SCHEDULE. �— — — N.T.S. N. T. S. SPA WALL SCHEDULE 10" MIN. CONCRETE DEPTH OF z WATER FT THICKNESS 6 NOTE 15 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 TYPICAL POOL WALL SECTION SCALE: N. T. S. SEE ADJACENT NOTE DECK SLAB 3" MIN. (TYP.) � � EXPANSION JOINT—\8 . " - 11- 11" DECK SLABS I6" I\ � — TILE — � I —I NOTE: "7" BAR NOT REQUIRED IF POOL °� I IS CONSTRUCTED PER THE MINIMAL SEE STRUCTURAL NOTE 15 I BOND BEAM DETAIL SHOWN o ELSEWHERE ON THIS SHEET. SEE ADJACENT NOTE BOND BEAM REIN. 3-#3 BARS (TYP. FOR ALL ALTERNATE LOCATION OF— BOND BEAMS) BOND BEAM BAR (TYP) CANTILEVER DECK DETAIL N.T.S. 2 - #3 BARS (OR 1 - #4 BAR) HORIZ. REIN. #3 BARS 8" O.C. FOR FREE STANDING WALLS VERT. REINF. SEE SPA WALL SCH. SEE SPA WALL SCH. L—J—� SPA DETAIL N.T.S. COPING DETAIL N.T.S. 0 co SEE TYPICAL WALL SECTION FOR BEAM STEELS. #4 @ 12" O.C. TYPICAL OR FLOOR STEELY #3 @ 10" O.C. E.W. (TYP.)— NOTES: 1. REFER TO TYPICAL WALL SECTION FOR INFORMATION NOT INCLUDED WITH THIS DETAIL 6" TYPICAL SUN SHELF SECTION N. T. S. 10" MIN. PLANS VALID FOR THIS SEE STRUCTURAL z g4 Certificate of Authority No. 28177 6 NOTE 15 - 6" MAX. WATER ALTERNATE 12 RESIDENTIAL MASTER PLAN STRUCTURAL DETAILS THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES E. LEPETRIE, JR., ON 12/29/2023. TROUGH PLUMBING N LOCATION 'III_ GRADE AT GRADE III— IAT I III; I I z_ TYPICAL REINF. WATER I OR ELEVATED O.C. E.W. N TROUGH I I I I Z" I J/ J a i OR II FLOOR REINF. CONT. FROM SPA TO POOL SHEER DESCENT DETAIL MIN. 15" LAP EITHER DIRECTION N.T.S. co SEE TYPICAL WALL SECTION FOR BEAM STEELS. #4 @ 12" O.C. TYPICAL OR FLOOR STEELY #3 @ 10" O.C. E.W. (TYP.)— NOTES: 1. REFER TO TYPICAL WALL SECTION FOR INFORMATION NOT INCLUDED WITH THIS DETAIL 6" TYPICAL SUN SHELF SECTION N. T. S. PLANS EXPIRE: PLANS VALID FOR THIS JANUARY 4, 2025 BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL g4 Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FL 32224 904-223-9773 FAX: 866-832-9236 RESIDENTIAL MASTER PLAN STRUCTURAL DETAILS THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES E. LEPETRIE, JR., ON 12/29/2023. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. LePETR�%,/% ;����; ��GENSF•;` �% KEN HUNTER No. 56714 541039 U.S. HWY 1 CALLAHAN, FL 32011 STATE OF �� DWG. By 1�56\JR NOT TO SCALE SHEET 2 OF 4 APPROVED BY: MEL 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PUMPS IN PARALLEL PARALLEL OUTLETS TO TWO PUMPS NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BE LOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0" 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 WALLS. DUAL SUCTION OUTLET ARRANGEMENTS 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF OUTLET) 3'0" MIN. (EDGE OF 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/" OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL LENGTH OF VENT PIPING: 30 FEET FROM TEE ON 2" VENT SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING SUCTION PIPING TO AIR GAP PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS 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 BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE -OR -MORE SUCTION OUTLET ARRANGEMENTS NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION FITTINGS 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 THROUGH 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) SURFACE 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 CONFORMING TO ASME/ANSI Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI/ASME Al 12.19.8 -LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUMPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. 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, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP I01[9SI:11I SEE NOTE 1 BELOW SUCTION OUTLET 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: JANUARY 4, 2025 zw%am moto Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FL 32224 904-223-9773 FAX: 866-832-9236 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES E. LEPETRIE, JR., ON 12/29/2023. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 01111 i I I I I llll/��2 .� LePETR��',% co �ENSF No. 56714 STATE OF �''%FSc� � ORIDP ��G\`•``� PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL MASTER PLAN SUCTION OUTLET NOTES AND DETAILS KEN HUNTER 541039 U.S. HWY 1 CALLAHAN, FL 32011 DWG. BY. MAC NOT TO SCALE SHEET 3 OF 4 APPROVED BY: JEL VELOCITY = 6 FT / S SCH 40 SCH 80 SUCTION PIPE DIAMETER MAX FLOW (GPM) MAX FLOW (GPM) 2" 63 55 21/2" 90 79 3" 138 124 4" 1 238 1 215 6" 1 540 1 488 3'0" MIN. (EDGE OF 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/" OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL LENGTH OF VENT PIPING: 30 FEET FROM TEE ON 2" VENT SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING SUCTION PIPING TO AIR GAP PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS 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 BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE -OR -MORE SUCTION OUTLET ARRANGEMENTS NOTES: 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION FITTINGS 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 THROUGH 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) SURFACE 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 CONFORMING TO ASME/ANSI Al 12.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSI/ASME Al 12.19.8 -LATEST AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET SUMPS IN SERIES; 1) OR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BLOCKED. 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, BROKEN, OR LOOSE. 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE EXITING OUTLET. 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GRATE OR SUCH THAT THE SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP I01[9SI:11I SEE NOTE 1 BELOW SUCTION OUTLET 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: JANUARY 4, 2025 zw%am moto Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FL 32224 904-223-9773 FAX: 866-832-9236 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES E. LEPETRIE, JR., ON 12/29/2023. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 01111 i I I I I llll/��2 .� LePETR��',% co �ENSF No. 56714 STATE OF �''%FSc� � ORIDP ��G\`•``� PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL MASTER PLAN SUCTION OUTLET NOTES AND DETAILS KEN HUNTER 541039 U.S. HWY 1 CALLAHAN, FL 32011 DWG. BY. MAC NOT TO SCALE SHEET 3 OF 4 APPROVED BY: JEL I I I I I I \ TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY ---------------------------------- \ REFER TO NOTE #6 TYPICAL SWIMMING POOL BONDING GRID PLAN JUNCTION BOX 4' MIN. POOL DECK 1 1 I I REFER TO NOTE 4 \ R \ � T I I I I I I I i i J \- 12 V TRANS. NOTES: 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 3 #12 IN y" COND. LATEST 2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING 12V/ 30OW WITH LOW WATER AND ALL FIXED METAL PARTS NOT SEPARATED BY CUT-OFF OR 120 VAC W/ GFCI PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM PER NEC WATER, 12 FT VERTICALLY OF MAX WATER LEVEL. PUMP MOTOR #8 BOND TO STRUCTURALSTEEL ELECTRICAL DIAGRAM IN161618AIIil =A1 SERVICE PANEL NEUTRAL BAR TO GROUND GROUND BAR NEUTRALBAR TRANSFORMER 3CONDUCTOR H -N -G GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDUIT POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL TYPICAL GROUNDING SCHEMATIC LADDER, HAND RAIL, DIVING BOARD, ETC... 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 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 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN # OF THE MOTOR'S MAXIMUM ROTATION RATE. 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN. 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH APSP-15, "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY." TO GROUND FAULT CIRCUIT INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4' MIN. JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT Soo 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 1" NPT CONDUIT WITH OPENING PACKING GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A _ CHROME PLATED FACE RING FOR COMPRESSING OF A 360° DOUBLE WALL SYNTHETIC GASKET. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB &-/ 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC #8 AWG PRESSURE GROUND CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING JUNCTION BOX (IF POOL METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL PUMP POOL LIGHT DETAIL POOL LIGHT HEATER CASE CONTROL PANEL 2o0 III TYPICAL BONDING SCHEMATIC 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 V TO 15' IN 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 261N 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 (2020), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. PLANS EXPIRE: JANUARY 4, 2025 5%mEt Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FL 32224 904-223-9773 FAX: 866-832-9236 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES E. LEPETRIE, JR., ON 12/29/2023. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 051 ';• No. 56714 ?� ,t �:• STATE OF PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL MASTER PLAN ELECTRICAL NOTES AND DETAILS KEN HUNTER 541039 U.S. HWY 1 CALLAHAN, FL 32011 DWG. BY: MAC NOT TO SCALE SHEET 4 OF 4 APPROVED BY: JEL TIMECLOCK SPST - TOGGLE / SWITCH J DISCONNECT PUMP 1 1 I I REFER TO NOTE 4 \ R \ � T I I I I I I I i i J \- 12 V TRANS. NOTES: 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 3 #12 IN y" COND. LATEST 2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING 12V/ 30OW WITH LOW WATER AND ALL FIXED METAL PARTS NOT SEPARATED BY CUT-OFF OR 120 VAC W/ GFCI PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM PER NEC WATER, 12 FT VERTICALLY OF MAX WATER LEVEL. PUMP MOTOR #8 BOND TO STRUCTURALSTEEL ELECTRICAL DIAGRAM IN161618AIIil =A1 SERVICE PANEL NEUTRAL BAR TO GROUND GROUND BAR NEUTRALBAR TRANSFORMER 3CONDUCTOR H -N -G GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDUIT POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL STEEL TYPICAL GROUNDING SCHEMATIC LADDER, HAND RAIL, DIVING BOARD, ETC... 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 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 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN # OF THE MOTOR'S MAXIMUM ROTATION RATE. 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR 24 HOURS, WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE SOLAR HEAT GAIN. 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH APSP-15, "AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND SPA ENERGY EFFICIENCY." TO GROUND FAULT CIRCUIT INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4' MIN. JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT Soo 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 1" NPT CONDUIT WITH OPENING PACKING GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A _ CHROME PLATED FACE RING FOR COMPRESSING OF A 360° DOUBLE WALL SYNTHETIC GASKET. SS LIGHT FIXTURE & NICHE W/ COMPRESSION HUB &-/ 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC #8 AWG PRESSURE GROUND CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING JUNCTION BOX (IF POOL METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL PUMP POOL LIGHT DETAIL POOL LIGHT HEATER CASE CONTROL PANEL 2o0 III TYPICAL BONDING SCHEMATIC 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 V TO 15' IN 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 261N 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 (2020), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. PLANS EXPIRE: JANUARY 4, 2025 5%mEt Certificate of Authority No. 28177 4337 PABLO OAKS COURT, SUITE 101 JACKSONVILLE, FL 32224 904-223-9773 FAX: 866-832-9236 THIS ITEM HAS BEEN DIGITALLY SIGNED AND SEALED BY JAMES E. LEPETRIE, JR., ON 12/29/2023. PRINTED COPIES OF THIS DOCUMENT ARE NOT CONSIDERED SIGNED AND SEALED AND THE SIGNATURE MUST BE VERIFIED ON ANY ELECTRONIC COPIES. 051 ';• No. 56714 ?� ,t �:• STATE OF PLANS VALID FOR THIS BUILDING DEPT. ONLY: CITY OF ATLANTIC BEACH, FL RESIDENTIAL MASTER PLAN ELECTRICAL NOTES AND DETAILS KEN HUNTER 541039 U.S. HWY 1 CALLAHAN, FL 32011 DWG. BY: MAC NOT TO SCALE SHEET 4 OF 4 APPROVED BY: JEL