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482 MAKO - PERMIT POOL18-0018 DWGS- 2 `t BENCH(E ® I®3 >C S 410 A IMP, Color L tf .'S 1 6tvf-keo SQP pf'h�/ 5 SOF H. [29 UNBRELLA SLEEVE(S) HEATER f i� 12V GAS HOOK-UP DECO -DRAIN CLEANING EQUIPMENT ME SRUS ST KIT LE TA UP CHEMICAL LIGHT SPILLOVER OTHER: 31 ADDITIONAL SPECIFICATIONS: LETTER OF ELEVATIONS TREE REMOVAL DIRT REMOVAL CEMENT REMOVAL ELECTRICAL HOOK-UP POOL SPECIFICATIONS` DESIGNED BY DATE f?it, tAi //.5/1-7 �1_ A SWIMMING POOL FOA "jc-fme5 wes4 1 av o / yep k141C0 l? r e'*'t %i'0B ' . -'e r* +ZA y a� '7j 0 ti Ca® Scale 1/8" = 1' k THE BATTS COMPANY General & Swimming Pool Contractors 1602 N. 3rd Street • Jacksonville Beach, FL 32250 (904) 246-2455 FAX (904) 249-0457 6163 CPC 037046 • GENERALNOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRAC"fOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2017 AND FLORIDA BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSIINSPI 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 AROU14D 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 13E REQUIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. L DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICA SPA CONSTRUCTION. LED IN ACCORDANCE WITH FBC 454.2.14, "WATER HEATING 9. ALL POOL AND SPA HEATERS SHALL BE INSTAL 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. FRC R4101.17 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE CORRECTED. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2017 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 POOI- DURING ANY PERIOD OF ANY GIVEN YEAR. MINIMUM REINFORCEMENT #3 TYPICAL POOL T TO 8'OEEP BARS SPACED 10" O.C. E.W. TYPICAL 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 FOOL SECTION NTS STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE 93 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 114 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" 0 CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 60" IN TOTAL DEPTH). NOTE APPLIES TO NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALEN " 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 8'0". 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 SHOTCRETIJGUNITE 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 SHOTC'RETE/GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A61540. 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 3". 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 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 RETAININCV WALL FOR SOIL, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DET AIL N. T. S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION STRUCTURAL NOTE 5 z N 8"-11" a ESCUTCHEON PLATE ANCHOR SOCKET NDISTURBED OIL (NO VOIDS) RUBBER BUMPER 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 1Y2" 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM 2Y2" 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) EQUALIZER FITTING N 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 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 LADDER DETAIL N.T.S. CROSS BRACE RECOMMENDED WATER LEVEL �- LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL FLOOR REINF, AS PER STANDARD PLANT I TO PUMP L 1 IIIII - 1 1/2" DIA. -) HYDROSTATIC RELIEF -_ PIPE BOTTOM 12" I I PERFORATED. (SEE GENERAL NOTE 13) 3/4" -1-1/2- DRAIN 1-1/2"DRAIN ROCK MAIN DRAIN DETAIL N.T.S. 24" SQ ORO 2 - #3 BARS BENT AS SHOWN EACH I_ WAY AND LAPPED J18" WITH FLOOR REINFORCEMENT. 1- MIN. 3" b CLEARANCE I.FROM EARTH PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: MARCH 19, 2019 I CIN OF ATLANTIC BEACH RESIDENTIAL %moto GENERAL NOTES AND Certificate of Authority No. 28177 DETAILS - 4337. ji9WAVYHEA, zfRT. SUITE 101 v a° °•, THE BATTS COMPANY a CPC037046 - CGC055163 No. 56714 1602 NORTH 3RD STREET z m JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 iii �q IIc�y e /' ° • '��.e • \�/��'l� DWG. BY: MAC '��i', ®®q•®®®®w 0•• °�\ �*' NOT TO SCALE SHEET 1 OF 5 APPROVED BY JEL L R 3. - i z ADJUSTABLE FLOOR INLET. AFTER FULL CLOSE, BACK OPEN FINISHED POOL 1/2 TURN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) SUPPLY HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DET AIL N. T. S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION STRUCTURAL NOTE 5 z N 8"-11" a ESCUTCHEON PLATE ANCHOR SOCKET NDISTURBED OIL (NO VOIDS) RUBBER BUMPER 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 1Y2" 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM 2Y2" 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) EQUALIZER FITTING N 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 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 LADDER DETAIL N.T.S. CROSS BRACE RECOMMENDED WATER LEVEL �- LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL FLOOR REINF, AS PER STANDARD PLANT I TO PUMP L 1 IIIII - 1 1/2" DIA. -) HYDROSTATIC RELIEF -_ PIPE BOTTOM 12" I I PERFORATED. (SEE GENERAL NOTE 13) 3/4" -1-1/2- DRAIN 1-1/2"DRAIN ROCK MAIN DRAIN DETAIL N.T.S. 24" SQ ORO 2 - #3 BARS BENT AS SHOWN EACH I_ WAY AND LAPPED J18" WITH FLOOR REINFORCEMENT. 1- MIN. 3" b CLEARANCE I.FROM EARTH PLANS EXPIRE: PLANS VALID FOR THIS BUILDING DEPT. ONLY: MARCH 19, 2019 I CIN OF ATLANTIC BEACH RESIDENTIAL %moto GENERAL NOTES AND Certificate of Authority No. 28177 DETAILS - 4337. ji9WAVYHEA, zfRT. SUITE 101 v a° °•, THE BATTS COMPANY a CPC037046 - CGC055163 No. 56714 1602 NORTH 3RD STREET z m JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 iii �q IIc�y e /' ° • '��.e • \�/��'l� DWG. BY: MAC '��i', ®®q•®®®®w 0•• °�\ �*' NOT TO SCALE SHEET 1 OF 5 APPROVED BY JEL L R 3. - i z 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. (� WATER LINE TILE, GLAZED, MIN. 4" TYPICAL WALL RETURN, OR VACUUM FITTING., WITH WATER STOP FLANGE LIGHT FIXTURE & NICHE L -"HENH=3'-0" NCREASES 6" FOR EACH 1'OF DEPTH < 5'-0" WHEN H = 5'-0" NCREASES VFOR EACH 1'OF DEPTH > 5'-0" ARTZ AGGREGATE PLASTER FINISH SHCTCRETEIGUNITE WAIL 6" MIN 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 SCH. 2 - #3 BARS I i (OR 1 - #4 BAR) HORIZ. REIN. #3 BARS 8" 1 O.C. FOR FREE STANDING k WALLS = VERT. REINF. SEE SPA WALL SCH. SPA DETAIL N.T.S. i0 SEE STRUCTURAL 6" NOTE 15 --s TYPICAL REINF. i 10.O.C. E.W. FLOOR REINF. CONT FROM SPA TO POOL MIN. 15" LAP EITHER DIRECTION 2 - #3 EACH WAY LIGHT NICHE DETAIL N. T. S. 10" MIN. DECK SLAB —\ — VINYL / 3- MIN. (TYP.) — SEE STRUCTURAL NOTE 15 J BOND BEAM REIN. 343 1 BARS (TYP. FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. #3 BAR BEND ASSHOWN WATER ALTERNATE TROUGH 12" PLUMBING LOCATION AT GRADE AT GRADE I WATER TROUGH OR ELEVATED I OR i2 I) SHEER DESCENT DETAIL N.T.S. EXPANSION JOINT SKIMMER DETAIL N.T.S. BEND DOWN BOND BEAM BARS EXPANSION JOINT DECK SLAB ---\ �0i , ALTERNATE LOCATION OF �jOF BOND BEAM BAR (TYP) 88=11 6" Il COPING DETAIL N.T.S. 6" DECK SLAB II 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: MARCH 19, 2019 CIN OF ATLANTIC BEACH RESIDENTIAL Certificate of Authority No. 28177 STRUCTURAL DETAILS 4337 PABLO OAKS COURT, SUITE 101 JACK(CJffq!I0 R!lft,j. 9,,%4' 31E73LF A9236 e3 G 4. '...........oe THE BATTS COMPANY CPC037046 - CGC055163 7�7� 4 y 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 -o (904)246-2455(904)249-0457 DWG. BY MAC ®®s0�°' •"®® RIO�:'� �<,,a' NOT TO SCALE SHEET 2 OF 5 APPROVED BY: lEl °s,.` FSBbNil EPo�I ; �8tf�_,d��xwrrl.'.e.[exex@2�tt�A�� ® 3'0" MIN. (EDGE OF OUTLET) SO- MIN. (EDGE OF OUTLET) UL VL OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO 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 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 TO" SEPARATION REQUIREMENT, LEONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WALLS. DUAL SUCTION OU 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL O SYMMETRIC PIPING E ARRANGEMENTS TO" MIN. (EDGE OF OUTLET) ETS IN PARALLEL NTRICALLY TAPPED PIPIN 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 3" 138 124 Cn7 4" 1 238 215 6" 540 488 SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE TO" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL LOOPED 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 8E 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 EE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. THREE-OR-MORI!;E 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 CONFORM" NG 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; I) 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 BUJCKED. 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 EKITING OUTLET. T 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 NOTE: SEE NOTE 1 BELOW LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA). 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23" WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2" TEE 12" Alft GAP (MIN.) _`�1 1 MAXIMUM UNDERWATERQr(Fr' LENGTH OF VENT PIPING: 30 FEET FROM TEE ON 2" VENT SUCTION PIPING TO AIR GAP PIPING 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" 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: PLANS VALID FOR THIS BUILDING DEPT. ONLY: MARCH 19, 2019 ( CIN OF ATLANTIC BEACH ft4imt RESIDENTIAL SUCTION OUTLET NOTES Certificate of Authority No. 28177 AND DETAILS 4337 PAB� n�1 nn;SS COURT, SUITE 101 .. _..w�13➢RnQOlilaeaa_. ,Eni °/T, -. THE BATTS COMPANY CPC037046 - CGC055163 J5714 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 °9a (904) 246-2455 (904) 249-0457 DWG BY: MAC NOT TO SCALE SHEET 3 OF 5 APPROVED BY: SEL L E m #3 BAR CONTINUOUS 4" CONCRETE DECK 1 #3 BAR VERTICALLY @ PAVER BRICK 36" ON CENTER Z COMPACTED p COMPACTED. MATERIAL 4 oR N z MATERIAL FFLATTER F a'. 1 #5 REBAR 1 #5 REBAR CONTINUOUS FINISHED CONTINUOUS.: ' GRADE 4" 0 PILASTER EVERY J L OLD GROUND S WITH 1 #3 REBAR CONCRETE DECK TURNDOWN Cel40ft. _ wilrilli 1. DETAIL IS BASED ON NO SURCF 1 #3 BAR 1). TURNDOWN MAY ABUT RIBE 2. TURNDOWN SHALL BEAR ON R( 8" 36" ON CENTER COMPACTED TO PROVIDE OPTI 3. ALL REINFORCING STEEL IS TO 4. CONCRETE SHALL CONTAIN FIE 5. ALL CONSTRUCTION TO CONFC ® 2017 TOGETHER WITH LATEST F 6. REFER TO CONTRACTOR'S PLA' 7. IF THE TURNDOWN DOES NOT E u m WILL BE EITHER 2 FEET INTO TE TIED INTO THE #5 REBAR IN THE BASE OF THE VERTICAL POUR PILASTER WILL HAVE A #3 REB/ 4"0 PILASTER EVERY 5' WITH 1 #3 REBAR 93 BAR CONTINUOUS 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL D\DIMENSION 1 #3 BAR FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OR 33" (FOR AN VERTICALLY @ N 8" 36" ON CENTER GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN SHOULD NOT BE USED. "v ® N 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR R MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. 0. 4'TT FLATTER Q M TO FLORIDA BUILDING CODE, BUILDING 2017, FLORIDA BUILDING CODE, RESIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN ® B=9"- 18" (V TEND INTO THE OLD GROUND, A 4"0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT FINISHED u m TIED INTO THE #5 REBAR IN THE BASE OF THE VERTICAL POUR GRADE NOTE: tV n B q" X A OLD GROUND PAVER DECK TURNDOWN PAVER BRICK 4 e4 • COMPACTED e < MATERIAL e' SWALE FOR 1 #3 BAR DRAINAGE 8" VERTICALLY @ 36" ON CENTER ALTERNATE PAVERS ON TURNDOWN a ALTERNATE PAVER LOCATION ,RGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (>4 TO 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL D\DIMENSION v FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OR 33" (FOR AN a N UM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN SHOULD NOT BE USED. ONFORM TO ASTM 615 GRADE 40. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR R MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. A 12" TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN M TO FLORIDA BUILDING CODE, BUILDING 2017, FLORIDA BUILDING CODE, RESIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN :VISIONS. SHOULD NOT BE USED. ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. (V TEND INTO THE OLD GROUND, A 4"0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT ® u m ALTERNATE PAVER LOCATION ,RGE BEHIND THE TURNDOWN AND GROUND AWAY FROM TURNDOWN IS LEVEL (>4 TO 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAINING WALL. IF THE VERTICAL D\DIMENSION N FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE, WITH #3 REBAR. FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5" (FOR A 12" TURNDOWN) OR 33" (FOR AN ;K, CLEAN SAND OR STRUCTURALLY SOUND SOIL (> 1,500 PSF) THAT SHALL BE 18" TURNDOWN) OR 43.5" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN LENGTH OR THE FINISHED UM BEARING CAPACITY AND PREVENT SETTLING OR SHIFTING. GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN SHOULD NOT BE USED. ONFORM TO ASTM 615 GRADE 40. 9. FOR A PAVER DECK, IF THE VERTICAL DIMENSION FROM THE TOP OF THE DECK TO THE OLD GROUND REACHES 30" (FOR R MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI. A 12" TURNDOWN) 36" (FOR AN 18" TURNDOWN) OR 42" (FOR A 24" TURNDOWN) FOR MORE THAN 20% OF THE TURNDOWN M TO FLORIDA BUILDING CODE, BUILDING 2017, FLORIDA BUILDING CODE, RESIDENTIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY, A TURNDOWN :VISIONS. SHOULD NOT BE USED. ON FILE WITH THE BUILDING DEPARTMENT FOR DETAILS ON TURNDOWN LOCATION. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO OF THE TURNDOWN, THE SWIMMING POOL CONTRACTOR MUST TEND INTO THE OLD GROUND, A 4"0 PILASTER WILL BE REQUIRED EVERY 5 FEET THAT COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDOWN WITH THE SCREEN CONTRACTOR. GROUND OR TO 6" INTO THE INDIGENOUS MATERIAL, WHICHEVER IS DEEPER. THE TIED INTO THE #5 REBAR IN THE BASE OF THE VERTICAL POUR DECK TURNDOWNS (NOM. 4") TYP. GRADE GRADE GRADE ® PLANS EXPIRE: 1 #5'3AR 2 #5 BAR _4 CONTINUOUS CONTINUOUS NO FOOTER 8" x 8" FOOTER 8" x 12" FOOTER MARCH 19, 2019 FOOTER NOTES: GRADE 1. FOOTER SHALL BEAR ON ROCK, CLEAN SAND OR STRUCTURALLY SOUND SOIL (>1,500 PSI) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM EIEARING lilrAllim Certificate of Authority No. 28177 4337L4t9WAVYom)Rj' SUITE 101 CAPACITY TO PREVENT SETTLING. ® ...at?0 IL ,a,F, 2. CONCRETE SHALL HAVE A 28 DAY STRENGTH OF 2,500 PSI WITH FIBER MESH 9?6 OR 6x6-10x1OWW MESH. 2 #5 BAR ���` ��`(i ...... ®' 3. 3 #3 BARS IS EQUIVALENT TO 1 #5 BAR. CONTINUOUS �`' i e.• \,\G E /V "d 4. AN ALTERNATIVE TO A CONCRETE DECK IS BRICK PAVERS PLACED EITHER • g° OVER THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. 5. IF A SCREEN ENCLOSURE IS TO BE INSTALLED, THE SWIMMING POOL 12" x 12" FOOTER O. 7 4 a CONTRACTOR MUST COORDINATE CONSTRUCTION OF ANY REQLIRED FOOTER WITH THE SCREEN CONTRACTOR. e � TT� TYPICAL FOOTER DETAILS '� ®'• R1°A°.<�' NOTE: 8=%"xA PLANS VALID FOR THIS BUILDING DEPT, ONLY: CITY OF ATLANTIC BEACH RESIDENTIAL FOOTER DETAILS THE BATTS COMPANY CPC037046 - CGC055163 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 (904)246-2455(904)249-0457 DWG. BY: MAC NOT TO SCALE SHEET 4 OF 5 APPROVED BY: JEL� 0 TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY ...... _.e._._._.— . .t t I i REFER TO NOTE R T i I I I 1 1 I 1 � BONDING GRID. REFER TO NOTE #6 PUMP MOTOR ENERGY EFFICIENCY NOTES: 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND PUMPt 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 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 4' MIN. TYPICAL SWIMMING POOL BONDING GRID PLAN JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT 300 WATT #8 AWG COPPER WIRE T MIN. FROM INSIDE WALL UNDERWATER — LIGHT co15; BRASS OR NON METALLIC TIMECLOCK BONDING CONDUCTOR. CONDUIT OR APPROVED REFER TO NOTE #7 EQUIVALENT t I i REFER TO NOTE R T i I I I 1 1 I 1 � BONDING GRID. REFER TO NOTE #6 PUMP MOTOR ENERGY EFFICIENCY NOTES: 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND PUMPt 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 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 4' MIN. TYPICAL SWIMMING POOL BONDING GRID PLAN JUNCTION BOX RIGID, IMC OR NON METALLIC CONDUIT #8 AWG COPPER WIRE co15; BRASS OR NON METALLIC TIMECLOCK V_ CONDUIT OR APPROVED EQUIVALENT =RVICE PANEL JUNCTION SPST Z SOX TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BJOF li SWITCH APPROVED AND SHALL FEATURE STAINLE 4' MIN. FORMING SHELL WITH BRASS MOUNTING DISCONNECT SHELL SHALL HAVE A 1" NPT CONDUIT WITG PACKING GLAND. LIGHT SHALL BE HOUSE m STAINLESS STEEL ENCAPSULATION BOLT PUMP CHROME PLATED FACE RING FOR COMPRFA 360` DOUBLE WALL SYNTHETIC GASKET. DOL DECK NOTES: 12 V TRANS.1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 3 #12 IN y" COND. LATEST SS LIGHT FIXTURE & NICHE W/ COMPRESS&300W,12V LAMP OR 120 VAC W/ GFCC 12V/ 300W WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC #8 BOND TO STRUCTURAL STEEL ELECTRICAL DIAG SERVICE PANEL 3 2. D ALL SHEATHED CABLES, RACEWAYS, METAL PIPING ALL FIXED METAL PARTS NOT SEPARATED BY viANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM ER. 12 FT VERTICALLY OF MAX WATER LEVEL. INCC MING POWER SUPPLY POOL LIGHT NEUTRAL BAR gv TO GROUND GROUNDBAR BAR TRANSFORMER -\ FLEXIBLE CORD CTOR IIGROUNDING TERMINAL I H-N-G GROUND BAR #8 BOND IN CONTROL PANEL PVC CONDUIT TYPICAL GROUNDING #8 BOND TO STRUCTURAL STEEL EMATIC LADDER, HAND RAIL, DIVING BOARD, ETC... POOL METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL ELECTRICAL NOTES: 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING #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 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 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 6INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C) OF THE NEC (2017), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. #8 AWG PRESSURE GROUND J v PLANS VALID FOR THIS CONNECTOR TO COMMON PLANS EXPIRE. BONDINSTEELORPLUMBING BUILDING DEPT. ONLY. STEEL OR PLUMBING POOL LIGHT DETAIL MARCH 19, 2019 Z4NORMER- JUNCTIOFUSED) CITY OF ATLANTIC BEACH SFER- POOL LIGHT HEATER CASE RESIDENTIAL CONTROL ELECTRICAL NOTES PANEL Certificate of Authority No. 28177 1110-0111 9 C7PLOA�QR�, SUITE 101 AND DETAILS CP �•°°®®C�•° ®°'�/�¢!`� THE BATTS COMPANY PUMP MOTOR :° ®°®teCPC037046 - CGC055163 0 5 14 = 1602 NORTH 3RD STREET JACKSONVILLE BEACH, FL 32250 4 (904)246-2455(904)249-0457 ° T *F TYPICAL BONDING SCHEMATIC - •��: DWG. BY: MAC ®i (� s (� C L -e --.,e •O•®. R t ✓ °°! \�/ey.R� NOT TO SCALE SHEET 5 OF 5 JEL !'! S tER'TiTN° APPROVED BY: WVAL * Required clearance to remove fitter elements CAREFREE BY DESIGN Like all Pentair cartridge fitters, the Clean & Clear fitter features an easily -cleaned cartridge for the ultimate in carefree pool filtration. The fiberglass -reinforced tank halves are secured with a clamp ring—just Loosen the ring and remove the top half for easy cartridge access and rinsing. Filter maintenance doesn't get any easier. AVAILABLE FROM: 0= • 11/2" drain and washout for quick and convenient maintenance and winterization. • Lock -ring requires only half of a revolution for a leak -proof seal. • 2" plumbing for maximum flow. • Single -p ece base and body designed for maximum durability. 1620 HAWKINS AVE, SANFORD, NC 27330 800.831.7133 WWW.PENTAIRPOOL.COM All Pentair trademarks and logos are owned by Pentair or one of its global affiliates. Clean & Clear", and High -Flow" are trademarks and/or registered trademarks of Pentair Water Pool and Spa, Inc. and/or its affiliated companies in the United Slates and/or other countries. Because we are continuously improving our products and services, Pentair reserves the right to change specifications without prior notice. Pentair is an equal opportunity employer, pumps • filters • heaters • heat pumps • automation • lighting • cleaners • sanitizers • water features • maintenance products 9/14 Part # P1-121 ©2014 Pentair Water Pool and Spa, Inc. At[ rights reserved. 0 D CRYSTAL CLARITY WITH CARTRIDGE CONVENIENCE The Clean & Clear filter combines top -end fitter performance with low maintenance. This dependable design uses special filter elements to strip tiny particles from your pool water... particles as small as 20 microns. (An average grain of beach sand is 1,000 microns!) Plus, cleaning is a breeze. Open the top, remove the cartridge, hose it off and the Clean & Clear fitter is ready to go again. We've maximized cartridge surface consistency to block and trap the maximum amount of solids. Plus, we use the most durable materials to extend cartridge life. The Clean & Clear filter will keep your pool sparkling day in and day out. • Cartridge is easy to remove and rinse. • Clamp ring allows easy access to cartridge and internal parts. • Single -piece base and tank are constructed of fiberglass - reinforced polypropylene for strength and chemical resistance. • High -Flow'" Manual Air Relief Valve and continuous internal air relief work together to maintain optimum filtration efficiency at all times. pentaorpooLcom Standard tight shows SAW Mode: Cycles through the color spectrum of the SAm Light It Party Mode: Rapid color changing builds energy and excitement Romance Mode: Slow transition for a mesmerizing and calming routine California Sunset Mode: Dramatic transitions of orange, red and magenta tones American Mode: Patriotic red, white and blue transition Caribbean Mode: Transitions between a variety of blues and greens Royal Mode: Cycle that selects only rich, deep tones of color BETTER LIGHT DISPERSION The innovative lens geometry and reflector design of the IntelliBrite 5g lights provide a choice in positioning based on a pool's shape and layout. The default wide mode is used for lights in the side of pools, while the narrow mode is used for lighting under diving boards and can illuminate the length of the pool. Plus, IntelliBrite 5g's light beam distribution eliminates "hot spots" and glare. O Reflector LED lights O Eight beam O distnbution SYNCHRONIZES SEAMLESSLY WITH CONTROL SYSTEMS. IntelliBrite 5g lights easily pair with IntelliTouch° or EasyTouchO Control Systems for superior pool, spa and poolscape equipment automation. In addition, the IntelliBrite Controller offers pool and spa owners without an automation system fast and easy switching to their favorite color modes. The SuperFlo° high performance pump meets all the criteria for a superior pool, spa or water feature pump. It's super energy-efficient, super quiet and super easy to maintain. Plus, it's designed with innovative materials that will stand up to the most demanding installations and conditions. Whether you're choosing your first pump or replacing older technology, SuperFlo is definitely a super choice. * Self -priming for quick, easy start-up. * 115 -volt or 230 -volt models available. Performance and pressure tested to ensure superior quality. a UUCUUNSF certified. * One-year limited warranty. See warranty for details. Performance Curves IIO 3450 RPM 35 2'h HP High Speed ® 2 HP High Speed 30 1 I'h HP High Speed I HP High Speed 3/4 HP High Speed 01 25 aeo h HP High Speed , _ 6 20 a 60 ,0 t 15 ]40 10 Low Speed 1750 RPM 20 5 0 20 40 60 80 100 120 140 160 U.S. Gallons per minute 5 10 IS 20 25 30 35 Cubic Meters per hour Available from: Pentair poo, Products' Because reliability matters most ° www.pentairpool.com Phone: 800-831-7133 pumps / filters / heaters / heat pumps / automation / lighting / cleaners / s.anitizers / water features / maintenance products s The SuperFlo pump is a product of more than 40 years of innovative hydraulic engineering. The result is an ability to move more water more efficiently for lower operating cost and super -quiet operation. Plus, by performing with less effort, there's simply less wear and tear—and that means longer life for a higher return on your pump investment. a, With % HP – 2% HP and single- and two -speed options, there's a perfect match to your application and assurance of minimum energy consumption, Cam and Ramp' lid locks in place with a quarter -turn. Heavy-duty, high service factor 56 square flange motor for long life.. commercial grade at a consumer price. Quiet operation due to superior internal flow design that reduces hydraulic noise. See-through lid permits easy inspection of strainer basket. SuperFlo is a direct ... and superior. , . replacement for the Hayward' Super Pump°. 8/09 Part # P 1-232 NSF 9 c. ©2009 Pentair Water Pool and Spa, Inc. All rights reserved. Hayward° and Super Pump6 are registered trademarks of H -Tech, Inc. ANSI/ASP-7 2006 SPECIFIES THREE METHODS FOR DETERMINING THE MAXIMUM SYSTEM FLOW RATE. THE FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35 GPM PER SKIMMER 1. CALCULATE POOL VOLUME: X 3. 7 J' X 7.48 (SURF. AREA) (AVG. DEPTH) 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: s 3. DETERMINE MAX FLOW RATE: � `// ,c / • 7. G (VOL, IN GAL.) (TURNOVER h 4. SPA JETS: �� X GPM PER JET = (NO. OF JETS) (JET FLOW) (TOTAL JET FL (FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF NO.3 kL./CUBIC FOOT)_ / (VOL. IN GAL.) ®X 60 (MIN./HR.) _ 36C (TURNOVER IN MIN.) + 0 = Zy (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) FLOW RATE NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA) DETERMINE PIPE SIZES BRANCH PIPING TO BE 3 INCH TO KEEP VELOCITY @ 6 FPS MAX. AT /.3p GPM MAXIMUM SYSTEM FLOW RATE, TRUNK PIPING TO BE 2 INCH TO KEEP VELOCITY @ 8 FPS. MAX. AT �_ GPM MAXIMUM SYSTEM FLOW RATE TDH CALCULATION OPTIONS: FOR EACH PUMP CHECK ONE ('7f SIMPLIFIED TOTAL DYNAMIC HEAD (STDH) COMPLETE STDH WORKSHEET - FILL IN ALL BLANKS TOTAL DYNAMIC HEAD (TDH) El COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED BLANKS ON WORKSHEET & ATTACH CALCULATIONS 7-1 MAXIMUM FLOW CAPACITY I OF THE NEW OR REPLACEMENT PUMP RETURN PIPING TO BE 2 INCH TO KEEP VELOCITY @ 10 FP1MAX. AT /0 3 GPM MAXIMUM SYSTEM FLOW RATE DETERMINE SIMPLIFIED TDH: 1. DISTANCE FROM POOL TO PUMP IN FEET: 4/0_ 2. FRICTION LOSS (IN SUCTION PIPE) IN -3 INCH PIPE PEjR 1 FT. @ / .3,F GPM = - Oy (FROM PIPE FLOW/ FRICTION LOSS CHART) 3. FRICTION LOSS (IN RETURN PIPE) IN �_ INCH PIPE 4. 410 X .64/ _ -4.4 (LENGTH OF SUCT. PIPE) (FT OF HEAD / 1 FT OF PIPE) (TDM SUCT. P 5. qo X /6 - G , y (LENGTH OF RETURN PIPE) (FT OF HEAD / 1 FT OF PIPE) (TDH RETURN PUMP SELECTION MAIN DRAIN COVER (PUMP MODEL & SIZE IN HP) (MAKE & MODEL) MUST 1 FT. @ /g -? GPM = . 4 (FROM PIPE FLOW/ FRICTION LOSS CHART) TDH IN PIPING: R, 'o7 FILTER LOSS IN TDH (FROM FILTER DATA SHEET): -I,- HEATER LOSS IN TDH (FROM HEATER DATA SHEET): „ S NOTES: 1. IF A VARIABLE SPEED PUMP IS USED, USE THE MAX. PUMP FLOW IN CALCULATIONS. 2. FOR SIDE WALL DRAINS, USE APPROPRIATE SIDE WALL DRAIN FLOW AS PUBLISHED BY MANUFACTURER. 3. IN -FLOOR SUCTION OUTLET COVER/GRATE MUST CONFORM TO MOST RECENT EDITION OF ASME/ANSI Al 12.19.8 AND BE EMBOSSED WITH THAT EDITION APPROVAL. 4. PUMP & FILTER MAKE, MODEL AND LOCATION CAN NOT CHANGE WITHOUT SUBMITTING REVISED PLANS AND TDH WORKSHEET. TOTAL ALL OTHER LOSS: 7 /G TOTAL SIMPLIFIED TDH: 2� USING PUMP CURVE FOR SIMPLIFIED TDH & SYSTEM FLOW RATE (SYSTEM FLOW RATE EXCEED APPROVED COVER FLOW RATE) NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMMER OF 35 GPM. DETERMINE THE NUMBER AND TYPE OF REQUIRED IN -FLOOR SUCTION OUTLETS TYPE OF COVER O O DUAL MAIN DRAIN SUCTION OUTLETS @ f--- 3' 10 O O O MULTI DRAINS SUCTION OUTLETS @ I� CHANNEL DRAIN O CHANNEL DRAIN @ G G GPM MAX. FLOW GPM MAX. FLOW FLOW AND FRICTION LOSS PER FOOT SCHEDULE 40 PVC PIPE VT PIPE SIZE 6 FPS 8 FPS 10 FPS 1" 16 GPM 0.14' 21 GPM 0.23' 26 GPM 0.35' 1.5" 37 GPM 0.08' 50 GPM 0.14' 62 GPM 0.21' 2" 62 GPM 0.06' 82 GPM 0.10' 103 GPM 0.16' 88 GPM 0.05' 117 GPM 0.09' 146 GPM 0.13' 3"138 GPM 0.04' 181 GPM 0.07' 227 GPM 0.10' 4" 234 GPM 0.03' 313 GPM 0.05' 392 GPM 0.07' 6" 534 GPM 0.02' 712 GPM 0.03' GPM W/ PORTS CHART 1 M,4 k D 11 -- TOTAL HEAD IN FEET CONVERSION CHART INCHES MERCURY (VACUUM GAUGE) 0 1 2 1 4 1 6 1 8 110 112 114 116 118 0 10.0 12.314,516-819-0111.3113.6115.8118.1120.3 1 2.3 14.6 6.8 19.1111.4113.6115.9118.1120,4122.7 214.6 6.919-1111.4113.715.9118.2120.4122.725.0 3 16.9 9.2111-5113.7116.0 18.2 20.5 22.8 25.0 27.3 4 9.2 1-15130 16.0 18.3 20.5 22. 25.1 27.3 29.6 5 11.5 13. 16.118.3 20.6 22.8M.1 27.4 29.6 31.9 13.9 16.1 18.4 20.6 22. 25.2 27.4 29.7 31.9 34.2- 7 16.2 18.4 20.7 23.0 25.2 27.512 .732.034.336.5 8 18.5 20.7 3.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 9 0.8 23.1 5. 27.6 29.8 32.1 34.3 W.6313.Y 41.1 10 23.125.4 27. 29.9 32.134.4 36.7 38.9 41.2 43.4 11 25.4 27.7 29.9 32.2 34.5 36.7 39.0 41.2 43.5 45.8 12 27.7 30.0 32.2 34.5 35.8 39.0 41.3 43.5 45.8 48.1 13 30.0 32.3 34.5 36.8 39.141.3 43.6 45.9 48.1 50.4 14 32.3 34.6 36.9 39.1 41.4 43.6 45.9 48.2 50.4 52.7 15 34.6 36.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 37.0 39.2 41.5 43146.0 48.3 50.5 52.8 55.47 .3 17 39.3 41.5 AM 46.148.3 50.6 52.8 55.157. 59.6 1841.64 3. 461 48.4 50. 2.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50. 52.9 5. 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 3,0 55.2 7, 69.8 2. 64.3 66.5 21 48.5 50.8 3.0 55. 57.6 9.8 21 66.6 68.9 22 50. 53.5.3 1 5 7.6 59. 2.1 64.4 68. 68.9 71.2 23 53.1 55.4 7.7 59.9 62.2 64.4 66.7 69. 71-2173.5 24 55.4 57.7 60.0 62.2 64.5 66.7 69.0 71.3 73.5 75.8 25 57.8 60.0 62.3 64.5 66.8 69.1 71.3 73.6 75.8 78.1 26 60.1 62.3 64.6 66,8 69.1 71.4 73.6 75.9 78.1 80.4 27 62A 64,6 66.9 69.2 71.4 73.7 75.9 78.2 80.5 82.7 28 64.7 66.9 69.2 71.5 73.7 76.0 78.2 80.5 82.8 85.0 29 67.0 69.3 71.5 73.8 76.0 78.3 80.5 82.8 85.187.3 30 69.3 71.6 73.8 76.1 Lk.3 80.6 82.9 85.1 87.4 89.6 31 71.6 73.9 76.1 78.4 80.7 82.9 85.2 87.4 89.7 92.0 32 73.9 76.2 78.4 80.7 83.0 85.2 87.5 89,7 92.0 94.3 33 76.2 78.5 80,7 83.0 85.3 87.5 89.8 92.0 94.3 96.8 34 78.5 80.8 83.1 85.3 87. 89.8 '92-194.4 96.6 98.9 35 80.9 83.1 85.4 87.6 89.9 92.2 94.4 96.7 98.9 01.2 NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE CALCULATED TDH CHART 2 RMAEWED FOR CODE COIN71PLIM,4CE N T Y C F AT'INT 1 C AC OFF1SEE P Mi a S FOR ADDITIONAL REQUREA,,Al_7NTS AND CONDITIONS REVIE IE:D Y- DATE: S 30 2-d szo.i� DATE 136NtRACTOR SIGNATURE THE FOLLOWING CUT SHEETS ARE INCLUDED Q PUMP Q FILTER (MAIN DRAIN Q OTHER _ 0 HEATER Q THERAPY JETS Q WATER FALLS iR,7�J 1?A»s = SWIMMING POOL SPECIFICATION FOR CONTRACTORS PRINTED NAME ,_.J'9 .n eS GJe r' CONTRACTORS CERT. NO. if 41�/.2 yr -r` CONTRACTORS TEL. NO. L 0 T 16 2 LOT 11. BLOCK IJ, REPLAT OF PART OF ROYAL PALMS UNIT TWO A, A S RECORDED ION PLA T BOOK 31, PA GES 16, 16A - THROUGH 16D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. 412 V MET fj_ 7 t L 0 T N07M- 1. THIS IS A TOPOGRAPHIC SURVEY 2. BEARINGS ARE BASED ON THE KE7S7ERLy RIGHT OF WAY LINE OF MAKO DRIVE A 60' RIGHT OF WAY BEING SOUTH 0776'02" EAST AS PER PLA r J- BUILDING RESTRIC77ON LINE AS PER PLAT 4. EASEMENT AS PER PLAT 5. BENCHMARK IS A MAG NAIL SET IN THE EAST EDGI�.- OF PAVEMENT OF MAKO DRIVE. ELEVA nON= 9.74 (N.A.VD. 1988) THE PROP ZONE "X" ANNUAL � CAN BE L INSURANC REVISED FLORIDA. "NOT VALID WIP THE ORIGINAL F LICENSED SURV CHECKED BY DRAW BY. - FILE: 201 REP: 2004-1 ?TY SHOWN HEREON LIES IN FLOOD AREA OUTSIDE OF THE 0.2% fAAICE FLOODPLAIN) AS WELL AS TERYINED FROM THE FLOOD RATE MAP No. 12031CO408H, NE J, 2013 FOR DUVAL COUNTY, Le.5-5 ;�"' C�' re cv "o 51 THE SIGNATURE AND I SEAL OF A FLORIDA AND MAPPER." TOPOGRAPHIC SURVEY— MARCH 8, 2018 20 40 1 SCALE: 1" 20' WCHMAW. MAG Ma SET IN THE Wr OW OF PAwwwr or Awo mw. Y.io.()O ELEVAIM-9.74 (MAUL 19m) THIS SURVEY WAS MADE FOR THE BENEF7 T OF JAMES WEST. STEPHEN W. CREWS, P.S.M. FLORIDA UC. SURVEYOR and MAPPER Na LS 599e FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 C BOATWRIGHT LAND SURVEYORS, INC. —3L95 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JULY 21, 2004 SHEET- 1 OF S C>l. O vs. .5 VI THIS SURVEY WAS MADE FOR THE BENEF7 T OF JAMES WEST. STEPHEN W. CREWS, P.S.M. FLORIDA UC. SURVEYOR and MAPPER Na LS 599e FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 C BOATWRIGHT LAND SURVEYORS, INC. —3L95 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JULY 21, 2004 SHEET- 1 OF S L O T 16 PLOT PLAN OF LOT 11. BLOCK 13, REPLA T OF PART OF ROYAL PALMS UNIT TWO A, AS RECORDED ION PLAT BOOK 31, PAGES 16, 16A THROUGH16D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. TV Mti� L 0 T °v B P DATE Z o SIGNED LOT 12 1� �82,41,'0 ",41 .9693LDO ��1 j �� 112 ' IRON x 11.4 CAP x 11.7 wnnD FENCE �- 20.0' o AS r b 7.0' Ao 11.3 0 1, • M w v co 6' WOOfi FENS 31.4' WELL PROPOSED ADDITION 19.5' PROPOSED DECK 1113 xtt' 11 �, 11.1 x � 1 1 1 G x11.3 WOOD 1 SHED Z 1 x 1 N000 FE;,:® 1 _.0, »w IN CAP I 1 L 0 T 1 I '�'` IR I FOUND 1/Z . LINK FENCE W 111 2i 10.7 PROPOSp DRIVE v CONCRETE X0.9 ,+A 110.8 [silk 'Nowa n 1� .0 NOMS. 1. THIS IS A MAP ONLY. 2. BEARINGS ARE BASED ON THE WESTERLY RIGHT OF WAY UNE OF MAKO DRIVE A 60' RIGHT OF WAYBEING SOUTH 07'16'02" EAST AS PER PLA T J. BUILDING RESTRICTION LINE AS PER PLA T. 4. EASEMENT AS PER PLAT. 5. x11'4 DENOTES EXISTING SPOT ELEVATION. 6. BENCHMARK IS A MAG NAIL SET IN THE EAST EDGE OF PAVEMENT OF MAKO DRIVE. ELEVA TION= 9.7 (N. A. V.D. 1988) THE PROPERTY ,'hHOWN HEREON LIES IN FLOOD ZONE "X" (AREA OUTSIDE OF THE 0.29 ANNUAL CHANCE FLOODPLAIN) AS WELL AS CAN BE DETERMINED FROM THE FLOOD INSURANCE RATE MAP No. 12031 C0408H, REVISED JUNE 2013 FOR DUVAL COUNTY, FLORIDA. Q 10 2,0 40 SCALE: 1" = 20' 9,65 ,85 118.i'}ctL3 ,1.5 gJ,��08 25.1' 10.8 WOOD FENCE 0 Y N\6Y\ pad. ,t -?A CU , "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA PLOT PLAN- MARCH 28, 2018 LICENSED SURVEYOR AND MAPPER." TOPOGRAPHIC SURVEY- MARCH 8, 2018 0.6 0.7 ROAR 10.5 NO CAP BENCHMARK. MAG NAIL x j 0 p0 SET IN THE EAST EDGE OF PAVEMENT OF MAKO DRIW.. ELEVA7ION-9.74 (N.A.V.D. 1988) 0 81 G7 n O o 'tel D o a - 9.40 x 9.82 THIS MAP WAS MADE FOR THE BENEFIT OF JAMES WEST. 2,6- - _c_� STEPHEN W. CREWS, P.S.M. FLORIDA LIC. SURVEYOR and MAPPER No. LS 5996 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT C FILE: 2018-4421 HECKED BY* D SURVEYORS, INC. JULY 21, 2004 1 DRAWN BY: CL iJACKSONVILLE�• �- 1 �a }.. PLOT PLAN OF LOT 11. BLOCK Q, RE -PLAT OF PART OF ROYAL PALMS UNIT TWO A, AS RECORDED ;ON PLAT BOOS` .31, PAGES 16, 16A THROUGH16D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. R At0� t1.tSL7 ��}}2*'yj 0587W .0' F' S [)� L 17 i x A �xtr ca i! 10 3 Aft. MAG MA#8 xsis, Z PA4t t aKo pmw. sem} N1 M ¢1j 9 m ot V cs g 5 940 r. #.53 i # $ L0 !2 RIGHT Of` WAY LINE OF MAKQ DRIB` A 60' 1 .96F� 0 r i 'A IP { a i �w♦ i iYT �a •• •. uw Fvow 4 t ,rt y to vETi' dH . i yds ( n Q VA ,. } �' � � to 7.w WELL A d . A MAC NAIL SET IN THE EAST EOGE Qf PAtrEMENT OF MAKO DRIVE. � fosm � fad }4b .Q iaa. ast ,.3AZ ,,}j a '=a 12.1 Tv i sQi% R At0� t1.tSL7 ��}}2*'yj 0587W .0' F' S [)� L 17 i x A �xtr ca i! 10 3 Aft. MAG MA#8 xsis, Z PA4t t aKo pmw. sem} N1 M ¢1j 9 m ot V cs g 5 940 r. #.53 THE PROPERTY SHOWN HEREON LIES IN F"Loot7 ZONE "X" (AREA OUTSIDE OF THE 0,2% ANNUAL CHANCE F`L(3OOPLAIN) AS WE`t,L AS THIS MAP WAS MADE FOR NO i S. t. THIS IS A MAF ONLY 2. HEARINGS ARE BASED ON THE MESTERLY # � RIGHT Of` WAY LINE OF MAKQ DRIB` A 60' RIGHT (.7f WAY BEING SOUTH 07-16'02- CAST AS PER PLA is ,3< 8111LDING RESMIC)ION LINA' As PER f't.AT; `` . . 4. EASEMENT AS PER PLAT ,5 . -" t DENO ES EXISTING SI�E}T EL EVA77QN, E. BENCHMARK IS } �' � � to A MAC NAIL SET IN THE EAST EOGE Qf PAtrEMENT OF MAKO DRIVE. � ELEVA 770AI 9, 74 (N.A. V D, 7988) i. is ,,}j a '=a THE PROPERTY SHOWN HEREON LIES IN F"Loot7 ZONE "X" (AREA OUTSIDE OF THE 0,2% ANNUAL CHANCE F`L(3OOPLAIN) AS WE`t,L AS THIS MAP WAS MADE FOR L 0 T rI SHOWING SURVEY OF L 0 T 11. BLOCK 13, REPLA T OF PART OF ROYAL PALMS UNIT TWO A, AS RECORDED ION PLAT BOOK 31, PAGES 16, 16A THROUGH 16D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY FLORIDA. Q to 20 40 SCALE: 1" 20' 4 L 0 T 12 5,6 93-00 of P IRONN82,� • 82 x 11.4 �. FENCE 6' WOOD FENCE 3 WELL O ia . IRON 4' CHAIN LINK PENCE X 10.7 � �,��E•7E ORi�' i f) 1! � j A e MNOYMARK.• MAG NAIL SET IN THF EAST EDW OF PA WREN OF MAKO DRNW. g,65 X10'00 19988) TICJN@9 74 (N.A.VD. 10.9 g.8l�� i.1'lictl.3 �Xt0.9 g,16 �j 5-21 ti X10.a 10.$ 2'5.1 WOOD FENCE !N X 10.5 4 enc, _ ¢ � _ • .� _..__ ._,. _{ , c � � _ S. C?±A _ ? F,. '-11..r -1 W t FENCE 4 a t*t SND I12 NO R 10.5 93,00 *3 llw o CAP '�� t G I Ise I LOT 10 1� t r� 1 NOTE - 1. THIS ISA TOPOGRAPHIC SURVEY. 2. BEARINGS ARE BASED ON THE WESTERLY RIGHT OF WAY LINE OF MAYO DRIVE A 60' RIGHT OF WAY BEING SOUTH 0776'02" EAST AS PER PLA T. 3. BUILDING RESTRICTION LINE AS PER PLAT. 4. EASEMENT AS PER PLAT. 5. BENCHMARK IS A MAG NAIL SET IN THE EAST EDGE OF PAVEMENT OF MAKO DRIVE. ELEVA TION= -9.74 (N. A. V.D. 1988) THE PROPER ZONE "X" (, ANNUAL CH CAN BE DE: INSURANCE REVISED Jul FLORIDA. "NOT VAUD WI THE ORIGINAL LICENSED SUf CHECKED BY.- DRAM Y:DRAM BY: _ FILE: 2011 Y SHOWN HEREON LIES IN FLOOD ?EA OUTSIDE OF THE 0.2% YCE FLOODPLAIN) AS WELL AS RMINED FROM THE FLOOD ATE MAP No. 12031 C0408H, 3, 2013 FOR DUVAL COUNTY, THE SIGNATURE AND I SEAS, OF A FLORIDA AND MAPPER." TOPOGRAPHIC SURVEY— MARCH 8, 2016 THIS SURVEY WAS MADE FOR THE BENEFI T OF JAMES WEST - STEPHEN W. CREWS, P.S.M. - FI..ORIDA LIC. SURVEYOR and MAPPER Na LS 5996 FLORIDA LIC. SURVEYING do MAPPING BUSINESS No. LB 3672 CL BOATWRIGHT LAND SURVEYORS, INC. 395 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE: JULY 21, 2004 SHEET 1 OF 1 t, Qr',,, — -11144 L O T 16 L 0 MAP SH OWING SURVEY OF L 0 T 11. BLOCK 13, REPLA T OF PART OF ROYAL PALMS UNIT TWO A, A S RECORDED ION PLA T BOOK 31, PA GES 16, 16A . THROUGH 16D OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. oma» zo 40 SCALE: 1" ; 20' N07€ - 1. THIS IS A TOPOGRAPHIC SURVEY. 2. BEARINGS ARE BASED ON THE WES7ERL Y RIGHT OF WAY LINE OF MAKO DRIVE A 60' RIGHT OF WAY BEING SOUTH 07'16'02" EAST AS PER PLAT. J. BUILDING RESTRICTION LINE AS PER PLAT. 4. EASEMENT AS PER PLAT. 5. BENCHMARK IS A MAG NAIL SET IN THE EAST EDGE OF PA DEMENT OF MA KO DRIVE. ELEVA TION= 9.7,j (N. A. W.D. 1988) THE PROPERTY ZONE "X" (ARES ANNUAL CHANC CAN BE DETERh INSURANCE RA 7 REWISED JUNE ; FLORIDA. TOWN HEREON LIES IN FLOOD OUTSIDE OF THE 0.2X FLOODPLAIN) AS WELL AS fED FROM THE FLOOD MAP No. 12031 C0408H, 2013 FOR DUVAL COUNTY, "NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA LICENSED SURVEYOR AND MAPPER." TOPOGRAPHIC SURVEY- MARCH 8, 2018 CHECKED BY: DRAWN BY: CL FILE: 2018-31 WCHMARK MAG MAI. SET IN IW EAST EDGE OF PAd MANT OF NAM AWW ,,fo.00 , A17 W-974 (NAVA ,%9.s2 THIS SURVEY WAS MADE FOR ;THE BENEFIT OF JAMES WEST. STEPHEN W. CREWS, P.S.M. - FLORIDA UC. SURVEYOR and MAPPER Na LS 5996 FLORIDA LIC. SURVEYING & MAPPING BUSINESS No. LB 3672 BOATWRIGHT LAND SURVEYORS! INC. 1500 ROBERTS DRIVE, JACKSONVILLE BEACH, FLORIDA 241-8550 DATE:- JULY ATE:JULY 21, 2004 SHEET 1 OF 1 0, Q r.i l,, ? — 121144