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1639 SEA OATSS DR - POOL DRAWINGS7, far r: T6cCollier family r. Froposed pool q 1659 Sea OatsI 'Drive All Altanticbeack, 'FL 32235 Fool specificationis: 13 1 15 s9ft pool (7'x20'x75') 206 Inft coping decking 69 otkers 7' spa (+ 12") +33 173 (+2,675pooll 500 spa) Depth 6) wall returns +) floor returns 3) Quikskim vent I uri waterline skimmers 8) spa therapy jets 2) AV,5Cchannel of,-ains (I pool/ I spa) 6)12vLF—D llgk,,ts (5 pool/ I spa) 1) intelliflo V5r,XF pump 0 Clean & Clear Flus 520 cartridge filter 0 MasterTemp +ooL gas kea-'t e' 1) (AltraTemp 1 +0 beat pum Fool to 6eprotected 69 alarms ai, fin per F5C 2017 0 8 Pre A r' -'f ^ -V 'y AMITY DEVELOPMENT ,ti-3ROVED �� C Proposed pool equipment 10/ 1 /201 8 OFFICE Y Approved BY PdrMit Desk Building Department antic n.tc Beach FL Af, Ar +81Average jista L)epth break 10 - Scale: 1/8" 1 ft 1/2" WHITE VINYL JOINTrRIP (N/A FOR PAVER WATE�� LINE TILE, s GLAZ D, MIN, 4" DECKS)----,\ 11 CONCRETE DECK (OPTIONAL) WITH SLIP RESISTANT TOPPING - I I —4--� Ll ON COMPACTED GROUND WITH WATER FT THICKNESS ALL ORGANIC MATERIAL INCHES 3.0 REMOVED. 4"THK. WITH FIBER MESH, 6' WITH #3 REBAR 3.5 6 TYPICAL W��Ll RETURN, OR 4.5 10 5.0 VACUUM RI I'TING, WITH 3 EA #3 REBAR CONTINUOUS 18" 10 INCH CENTERS. NOTE: GREATER WALL WATER STOP FLANGE LAP SPLICES AS NECESSARY BE USED IF REQUIRED FOR AESTHETICS OR 3' LIGHT FIXTURE & ��ICHE MIN. R -_ 6' WHE�N H = T-0" FROM SPA TO POOL RADIUS IN REASES 6" FOR EACH 1' OF DEPTH < 6-0" MIN, 15" LAP EITHER R = 2'-0" W EN H = 51.01, DIRECTION RADIUS IN REASES 1' FOR EACH VOF DEPTH > 6-0" N.T.S. STD. REINF #3 REBAR @ 10- O.C. B.W. MIN. SHOTCRETEIGUNITE COVER 3' (EARTH SIDE), 2' WALL (POOL SIDE), REFER TO 6" MIN SHELL STRUCTURAL NOTE 41 FOR ALTERNATE SCHEDULE. TYPICAL POOL WALL SECT16N SCALE: N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS 2 - #3 BARS 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 Mil 2 - #3 EACH WAY LIGHT NICHE DETAIL N. T. S, 3- MIN. (TYP.) DECK SLAB —VINYL . /, TILE SEE STRUCTURAL NOTE 15 BOND BEAM REIN. 3-93 BARS (TYP, FOR ALL I BOND BEAMS) CANTILEVER DECK DETAIL N,T,S. EXPANSION JOINT I BEND DOWN 2 - #3 BOND BEAM BARS #3 BAR BEND AS SHOWN 10" MIN. WATER ALTERNATE 12 &'"'"OL,, TROUGH PLUMBING L AT GRADE LOCATION AT GRADE HIP E0_ WATER TROUGH OR ELEVATED OR II SHEER DESCENT DETAIL N.T.S. SKIMMER DETAIL N.T.S. PLANS EXPIRE: MAY 16, 2019 ft -LI Not Certificate of Authority No, 28177 4337 AP41��jp"$jfi;RT, W SUITE JA LEI FL3 401�e' 4 13L9 6 9 Me \G EAAI/, 0. 14 & *11, dl 'q'kjw SSI'D* L t ir'll A L EXPANSION JOINT--\ 8"_ III DECK SLAB --N 1 1 6' ALTERNATE LOCATION OF R (TYP) BOND BEAM BAR COPING DETAIL N.T.S. 6' DECK SLAB 343 MINIMAL BOND BEAM N.T.& NOTE: MAYBE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. RESIDENTIAL STRUCTURAL DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 * (904) 551-7281 OWL', by MAC NOT TO SCALE SHEET 2 OF 4 A T ANNOWDBY SEE SPA WALL SCH. SEE STRUCTURAL 6" NOTE 15 2 - #3 BARS _ff— (OR I - #4 BAR) V l 9 1 1 IF— HORIZ. REIN. 43 BARS 8" L O.C. FOR FREE STANDING WALLS =TYPICAL REINR VERT. REINF, SEE SPA 10' D.C. E.W. WALL SCH. _71 FLOOR REINF. CONT. FROM SPA TO POOL MIN, 15" LAP EITHER DIRECTION SPA DETAIL N.T.S. Mil 2 - #3 EACH WAY LIGHT NICHE DETAIL N. T. S, 3- MIN. (TYP.) DECK SLAB —VINYL . /, TILE SEE STRUCTURAL NOTE 15 BOND BEAM REIN. 3-93 BARS (TYP, FOR ALL I BOND BEAMS) CANTILEVER DECK DETAIL N,T,S. EXPANSION JOINT I BEND DOWN 2 - #3 BOND BEAM BARS #3 BAR BEND AS SHOWN 10" MIN. WATER ALTERNATE 12 &'"'"OL,, TROUGH PLUMBING L AT GRADE LOCATION AT GRADE HIP E0_ WATER TROUGH OR ELEVATED OR II SHEER DESCENT DETAIL N.T.S. SKIMMER DETAIL N.T.S. PLANS EXPIRE: MAY 16, 2019 ft -LI Not Certificate of Authority No, 28177 4337 AP41��jp"$jfi;RT, W SUITE JA LEI FL3 401�e' 4 13L9 6 9 Me \G EAAI/, 0. 14 & *11, dl 'q'kjw SSI'D* L t ir'll A L EXPANSION JOINT--\ 8"_ III DECK SLAB --N 1 1 6' ALTERNATE LOCATION OF R (TYP) BOND BEAM BAR COPING DETAIL N.T.S. 6' DECK SLAB 343 MINIMAL BOND BEAM N.T.& NOTE: MAYBE USED WITH SAND, GRAVEL, OR ROCK SOIL CONDITIONS ONLY. RESIDENTIAL STRUCTURAL DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 * (904) 551-7281 OWL', by MAC NOT TO SCALE SHEET 2 OF 4 A T ANNOWDBY IIS GENERAL NOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACITOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING COI E BUILDING 2017 AND FLORIDA BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS IND ANSNNSPI NATIONAL STANDARD -5 FOR RESIDENTIAL WGROUND SWIMMING POOLS AND ANSI! SPI NATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELEC��RIC CODE - LATEST, 3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPROV L UNLESS OTHERWISE NOTED. 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSIRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHAD VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATII�N TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATI �NS AND ORDINANCES. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROU D CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7, IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPH RIC BREAK WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL E REQUIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN HESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9, ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WI�H FBC 454.2,14, "WATER HEATING EQUIPMENT." 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRE�I $SURE MUST BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING��PLIFT PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN LIMPING SYSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLC;AT POOL OUT OF THE GROUND.. 11, THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAI ETY COMPONENTS SHALL BE IN PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17 I 12. CODE: VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TO BE C�bRRECTED. PLAN/PERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2017 FRC 109.1 I 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 �URING ANY PERIOD OF ANY GIVEN YEAR, STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE #3 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET DEPTH, BETWEEN 6'0" AND 10'0", USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN fHE 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 6'0" AND 10'0", USE #4 BARS AT 6" ON OENTER VERTICALLY STARTING AT 30" DEPTH IN THE AREA OF THE POOL OVER 6'0" IN TOTAL DEPTH). NOTE AP .LIES 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 ND 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 2 DAYS, CONCRETE DECK SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDAR 318. MINIMUM WALL THICKNESS MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0", NOTE APPLIES TO "NO MAL" 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-NCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED Wll�l 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 FAILU E BY ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF E ISTING 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. SHOTCRETEIGUNITE (WET OR DRY) SHALL BE PROPORTIONED AND PLA�ED ACCORDING TO UBC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE L�SS THAN FIVE TO ONE. 7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERAI URE IS LESS THAN 40F AND FALLING, OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/G NITE IN HEAVY RAIN. 8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCR TEIGUNITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REIN ORCEMENT STEEL, 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRE11 /GUNITE, THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/G NITE FLOORS, APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE PO L FOLLOWING WALL CONSTRUCTION. 10, IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTT M OF THE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRET GUNITE. 11. REINFORCEMENT STEEL SHALL MEET ASTM A61540, LAP SPLICES SHAL BE AT LEAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE I SED 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 IN�IDE SHOTCRETE/GUNITE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKI ESS 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 EN,OUNTERED. 17. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WA L FOR SOIL, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROSTATIC PRESSURES. L MINIMUM REINFORCEMENT I/3 TYPICAL POOL T TO 8' DEER BARS SPACED 10" O.C, E.W. TYPICAL -SHOTCRETE/GUNITE STEPS OR BENCHES AS NEEDED EXTRA TRANSVERSE ✓ u REINFORCEMENT43 10' LENGTH SPACED ON 10" CENTERS BETWEEN MAIN BARS, CENTERED ON TRANSITION (MAY BE ELIMINATED IF NO TRANSITION EXISTS) 143 DIAGONAL, E.W. AT DRAIN SIMILAR TO LIGHT NICHE DETAIL - LONGITUDINAL POOL SECTION NTS - ADJUSTABLE FLOOR INLET, AFTER FULL CLOSE, BACK OPEN FINISHED POOL 112 TURN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) - SUPPLY HEADER NOTE: CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING. POOL FLOOR INLET DETAIL N. T. S. SEE 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 1Yz" 37 GPM 50 GPM 62 GPM 2" 62 GPM 82 GPM 103 GPM 2,Y2" 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, a m� WATER LEVEL (CENTER LINE OF SKIMMER) Z EQUALIZER FITTING SPRING LOADED VERTICAL Wl VGB-COMPLIANT CHECK EQUALIZER VALVE GRATE (IF INSTALLED) TO PUMP SUCTION VACUUM FITTING - SEE NOTE 3 BELOW NOTES: 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS 1N 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 z M N W-11" v ESCUTCHEON PLATE ANCHOR SOCKET RUBBER BUMPER / ---i I--- 6" MIN. LADDER DETAIL N.T.S. CROSS BRACE RECOMMENDED 3"•-6" WATER ' LEVEL �- LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL FLOOR REINF. AS PER STANDARD PLAN -- TO PUMP I^ (i �`� - J ,II��' 1 1/2" DIA. -III- HYDROSTATIC 1II HYDROSTATIC RELIEF PIPE BOTTOM 12" PERFORATED. (SEE GENERAL NOTE 13) - 314"- 1 - 1/2" DRAIN ROCK MAIN DRAIN DETAIL I 24"SQ N.T.S. ORO PLANS EXPIRE: MAY 16, 2019 mm t Certificate of�uthority No. 28177 433I�fIV��L �(70Ay4'eV6*T,5U1TE 101 ®j ig714 rp .✓ r jf A\ 41 a j/�% �s o.41 Irr��JVVVS gaii�rea+r r2 - #3 BARS BENT AS SHOWN EACH WAY AND LAPPED 18" WITH FLOOR REINFORCEMENT. MIN. 3" .� CLEARANCE . FROM EARTH RESIDENTIAL GENERAL NOTES AND DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 • (904) 551-7281 DWG, BY MAC NOT TO SCALE SHEET 1 OF 4 APPROVED BY: JEL /O 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO ONE PUMP NOTES: 3'0" MIN. (EDGE OF OUTLET) OUTS' ETS IN PARALLEL TO DUAL PUM S IN PARALLEL 3'0" MIN, (EDGE OF OUTLET) PARALLEL OUTLETS TO TWO PUMPS NOTES: 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 6ET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTL �TS 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 B AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES I I LIEU OF THE 3'0" 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 OUTLET ARRANGEMENTS 3'0" MIN. (EDGE OF OUTLETS IN PARALLI SYMMETRIC PIPING 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL ECCENTRICALLY TAPPED PIPING 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL LOOPED PIPING NOTES: 11 1, THE OUTERMOST OUTLETS SHALL BE SEPARATE? 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 COVER/GRATES SHALL BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. Irltm 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME A112.19,8-1� SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS," RECON WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY 01 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH AIS METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANE OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYS SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SIN SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LI A112.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORI AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF / AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE S ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN O SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY C 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GF 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWI THROUGH A COMMON LINE TO THE PUMP. 6, SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER TH 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPE CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUF THE OPEN AREA OF THE COVER/GRATE. R -MORE SUCTION OUTLET ARRANGEMENTS NEST, "SUCTION FITTINGS FOR USE IN MENDED: GRATES SHOULD BE INSTALLED F 1.5 FTIS THROUGH THE GRATE(S). SI/APSP-7, LATEST. THE FOLLOWING I/APSP-7: A) SURFACE SKIMMING OR FEM FLOW; B) DUAL SUCTION OUTLET 'LE UNBLOCKABLE SUCTION OUTLET TED AS CONFORMING TO ASME/ANSI )ANCE WITH ANSI/ASME Al 12.19.8 -LATEST TANK; H) OUTLET SUMPS IN SERIES; 1) OR ,NSI/APSP-7 AND IS APPROVED BY THE CTION OUTLETS) SHALL BE SIZED TO E OF A PAIR IS BLOCKED, ALL OTHER EIGHT (8) FEET PER SECOND. ,TE IS MISSING, BROKEN, OR LOOSE. THROUGH THEM SIMULTANEOUSLY SUCTION PIPE EXITING OUTLET. ING OF THE SUCTION PIPE WILL BE NO F THE COVERIGRATE OR SUCH THAT THE :TURER TO CONTROL FLOW THROUGH CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP NOTE: SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA), 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23" WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 12" AIR GAP (MIN.) MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM TEE ON SUCTION PIPING TO AIR GAP 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 COVERIGRATE 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 SERIF 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: MAY 16, 2019 FLORIDA RESIDENTIAL SUCTION OUTLET NOTES 43rdficate Of uth�ority NO, 21.8ITE 177 SUITE AND DETAILS i 101 °'++GENA°'' �� '�?` •° �'� S4 '%-v SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 14 fit1822 KINGS WAY .c T NEPTUNE BEACH, FL 32266 -t� AF :° (904) 329-2906 s (904) 551-7281 4(t4''� /�4" °° O R V °•° �,,^ DWG. BY: MAC 4 '��''✓�/ by+°O+eie+•+°+° ` ,�y��4�, NOT TO SCALE SHEET 3 OF JEL ��d0 `+•\K'' AL44 Af 1 i2C>VfD BY. _ �IlfdlrNer aH4l�l6L�its' ° 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" 238 215 6" 540 488 3'0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL LOOPED PIPING NOTES: 11 1, THE OUTERMOST OUTLETS SHALL BE SEPARATE? 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 COVER/GRATES SHALL BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. Irltm 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME A112.19,8-1� SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS," RECON WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY 01 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH AIS METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANE OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYS SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SIN SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LI A112.19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORI AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF / AUTHORITY HAVING JURISDICTION. 3. BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE S ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN O SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY C 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GF 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWI THROUGH A COMMON LINE TO THE PUMP. 6, SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER TH 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPE CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUF THE OPEN AREA OF THE COVER/GRATE. R -MORE SUCTION OUTLET ARRANGEMENTS NEST, "SUCTION FITTINGS FOR USE IN MENDED: GRATES SHOULD BE INSTALLED F 1.5 FTIS THROUGH THE GRATE(S). SI/APSP-7, LATEST. THE FOLLOWING I/APSP-7: A) SURFACE SKIMMING OR FEM FLOW; B) DUAL SUCTION OUTLET 'LE UNBLOCKABLE SUCTION OUTLET TED AS CONFORMING TO ASME/ANSI )ANCE WITH ANSI/ASME Al 12.19.8 -LATEST TANK; H) OUTLET SUMPS IN SERIES; 1) OR ,NSI/APSP-7 AND IS APPROVED BY THE CTION OUTLETS) SHALL BE SIZED TO E OF A PAIR IS BLOCKED, ALL OTHER EIGHT (8) FEET PER SECOND. ,TE IS MISSING, BROKEN, OR LOOSE. THROUGH THEM SIMULTANEOUSLY SUCTION PIPE EXITING OUTLET. ING OF THE SUCTION PIPE WILL BE NO F THE COVERIGRATE OR SUCH THAT THE :TURER TO CONTROL FLOW THROUGH CIRCULATION LINE TO LEAF CANISTER / RECIRCULATION PUMP NOTE: SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANY SHAPE LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP NOTES: 1. SINGLE CHANNEL OUTLET: 3" OR GREATER IN WIDTH AND 31" OR GREATER IN LENGTH (APPLIES TO PERFORATED AREA), 2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE 99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23" WITH CORNERS OF RADIUS 4". SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 12" AIR GAP (MIN.) MAXIMUM UNDERWATER LENGTH OF VENT PIPING: 30 FEET FROM TEE ON SUCTION PIPING TO AIR GAP 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 COVERIGRATE 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 SERIF 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: MAY 16, 2019 FLORIDA RESIDENTIAL SUCTION OUTLET NOTES 43rdficate Of uth�ority NO, 21.8ITE 177 SUITE AND DETAILS i 101 °'++GENA°'' �� '�?` •° �'� S4 '%-v SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 14 fit1822 KINGS WAY .c T NEPTUNE BEACH, FL 32266 -t� AF :° (904) 329-2906 s (904) 551-7281 4(t4''� /�4" °° O R V °•° �,,^ DWG. BY: MAC 4 '��''✓�/ by+°O+eie+•+°+° ` ,�y��4�, NOT TO SCALE SHEET 3 OF JEL ��d0 `+•\K'' AL44 Af 1 i2C>VfD BY. _ �IlfdlrNer aH4l�l6L�its' ° TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY 300 W T MIN, FROM INSIDE WALL UNDEI LIGHT ■o BONDING CONDUCTOR. REFER TO NOTE #7 I l 1 \ ——---- - ._ _. BONDING GRID. REFER TO NOTE #6 TYPICAL SWIMMING POOL BO #8 AWG COPPER WIRE JUNCTION BOX 4' MIN. 4 POOL DECK PANEL —�- SPST TOGGLE SWITCH DISCONNECT 12 V TRANS, 3 #12 IN y" COND. `- 12V/ 30OW WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC ELECTRICAL DIAD SERVICE PANEL NEUTRA /- TC PUMP *MOTOR " GROUND BAR 17. NEUTRALBAR TRANSFORM& 3 CONDUCTOR -N -G F t 1 1 1 REFER TO ATER NOTE 4 .t R 1 ------------------ r f 1 4 { NG GRID PLAN 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - LATEST 2, BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING AND ALL FIXED METAL PARTS NOT SEPARATED BY PERMANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM WATER, 12 FT VERTICALLY OF MAX WATER LEVEL. S INCOMING POWER SUPPLY POOL LIGHT BAR GROUND FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO ` #8 BOND TO STRUCTURAL STEEL GROUND BAR 48 BON IN STRUCTURAL vNTROL PANEL IIIIPVC COt(IDIT STEEL TYPICAL GROUNDING ,SCHEMATIC 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: t,a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION 1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR- AND WASTE -HEAT RECOVERY POOL SYSTEMS I.C. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE GENERATION 2, HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE EQUIPPED WITH A VAPOR -RETARDANT COVER ON OR AT THE WATER SURFACE OR A LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: OUTDOOR POOLS DERIVING OVER 70% OF THE ENERGY FOR HEATING FROM A SITE -RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN OPERATING SEASON, 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT -PHASE, SHADED POLE OR CAPACITOR START INDUCTION RUN TYPES 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER (HP) OF GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE, 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED 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 �! 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, 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 (LE, 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 S 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 B' 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 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 (2017), NFPA 20, ADOPTED BY REFERENCE WITHIN FBC. $S LIGHT FIXTURE & NICHE W/ COMPRESSION HUB & --� 300W,12V LAMP OR 120 VAC W/ GFCI PER NEC #8 AWG PRESSURE GROUND CONNECTOR TO COMMON PLANS EXPIRE. BONDING WITH REINFORCING STEEL OR PLUMBING JUNCTION BOX (IF USED) POOL LIGHT DETAIL MAY 16 , 2019 LADDER, HAND RAIL, TRANSFORMER DIVING BOARD, ETC._ POOL LIGHT HEATER CASE A- RESIDENTIAL POOL CONTROL ELECTRICAL NOTES METAL CONDUITS REINFORCING PANEL Certificate of Authority No. 28177 OR PIPING SYSTEM STEEL III III J 337 P( IVA 1bXk9gt0U4Tj4'UITE 101 AND DETAILS AS, N� LE, FV� Mk. 4 9><}3 ***Nana, 3 2 r o•°L•r�o Am�`'•1�� r'rr��✓ v NS '''� SUNRISE POOLS OF JACKSONVILLE LLC PUMP MOTOR • f" ,�� r �. CPC 1457833 1822 KINGS WAY a NEPTUNE BEACH, FI. 32266 (904) 329-2906 • (904) 551-7281 � ae TYPICAL BONDING SCHEMATIC C,J 1/ °°•♦ � ; RP*,,•° C(� �w•` ee p��. Ow';14Y o ,��f�✓r,(�_(1�� e#1u6v ��.y`� NOT TO SCALE SHEET 4 OF 4 flI E I Z 1%0 - _. AI'i•lt M 1) 11Y /�jjpfJOdN�lleFltll l61 1QV o ANSI/ASP-7 201a, ►PECIFIES THREE METHODS FOR DETERMINING TOE MAXIMUM SYSTEM FLOW RATE, THE FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METHODS SPECIFIED. MINIMUM FLOW RATE REQUIRED: 35 GPM P R SKIMMER 1, CALCULATE POOL VOLUME: X X 7.48 (SURF. AREA) (AVG. DEPTH) 2, DETERMINE PREFERRED TURNOVER TIME IN HOURS: {HOUR 3. DETERMINE MAX FLOW RATE: � 173 / (VOL. IN GAL.) (TURNOVER MI 4. SPA JETS: X /- GPM PER JET eLo (NO. OF JETS) (JET FLOW) (TOTAL JET FLO (FOR SINGLE PUMP POOL/SPA COMBO, USE THE HIGHER OF NO, 3 ( DETERMINE PIPE SIZES: BRANCH PIPING TO BE 3 INCH TO KEEP VELOCITY @ 6 F TRUNK PIPING TO BE INCH TO KEEP VELOCITY @ 8 FPS. RETURN PIPING TO BE _ INCH TO KEEP VELOCITY @ 10 F DETERMINE SIMPLIFIED TDH: 1. DISTANCE FROM POOL TO PUMP IN FEET: 2. FRICTION LOSS (IN SUCTION PIPE) IN °- INCH PIPE PI 3. FRICTION LOSS (IN RETURN PIPE) IN INCH PIPE PE '' X ,64 (LENGTH OF UCT. PIPE) , X (FT OF HEAD / 1F T OF PIPE) (TDH SUCT. 5, t-� `1? (LENGTH OF RETURN PIPE) (FT OF HEAD J 1 FT OF PIPE) (TDH RETUR SELECTED PUMP AND MAIN DRAM! PUMP SELECTION ^ i" -� ` . , T ejlj•f l �'o (PUMP MODEL & SIZE IN HP) AL./CUBIC FOOT) = ?"I (VOL. IN GAL.) X 60 (MIN./HR.) = (TURNOVER IN MIN.) �' .. 421 (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) FLOW RATE RATE) 2 NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL & SPA) MAX. AT GPM MAXIMUM SYSTEM FLOW RATE, 1AX, AT Z,?) GPM MAXIMUM SYSTEM FLOW RATE MAX. AT /0 GPM MAXIMUM SYSTEM FLOW RATE FOR EACH PUMP i CHECK ONE SIMPLIFIED TOTAL DYNAMIC HEAD (STDH) COMPLETE STDH WORKSHEET - FILL IN ALL BLANKS TOTAL DYNAMIC HEAD (TDH COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED BLANKS ON WORKSHEET & ATTACH CALCULATIONS MAXIMUM FLOW CAPACITY OF THE NEW OR REPLACEMENT PUMP R 1 FT. @ 13 00 GPM = . d (FROM PIPE FLOW / FRICTION LOSS CHART) 11 FT. @ GPM = 4--1&. (FROM PIPE FLOW/ FRICTION LOSS CHART) `IPE) TDH IN PIPING: PIPE) FILTER LOSS IN TDH (FROM FILTER DATA SHEET): HEATER LOSS IN TDH (FROM HEATER DATA SHEET):^ TOTAL ALL OTHER LOSS: COVE IR: .. TOTAL SIMPLIFIED TDH; -� - USING PUMP CURVE FOR SIMPLIFIED TDH & SYSTEM FLOW RATE MAIN DRAIN COVER6 a'.oa e' 1' I (SYSTEM FLOW RATE .(MAKE & MODEL) MUST NOT EXCEED APPROVED COVER FLOW RATE) NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER SKIMME OF 35 GPM. DETERMINE THE NUMBER AND TYPE OF REQUIRED IN -FLOOR SUCTI�N OUTLETS TYPE OF COVER Q O DUAL MAIN DRAIN SUCTION OUTLETS C •f---- 31 0. n Q Q Q MULTI DRAINS SUCTION OUTLETS Cc �r CHANNEL DRAIN CHANNEL DRAIN @ E� GPM MAX. FLOW GPM MAX, FLOW GPM W/� PORTS 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. FLOW AND FRICTION LOSS PER FOOT SCHEDULE 40 PVC PIPE _VE QCITY - F1 COND PIPE SIZE 6 FPS 1 8 FPS 10F S 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' 2.5" 88 GPM 0.05' 117 GPM 0.09' 146 GPM 0.13' 311138 GPM 0.04' 181 GPM0.07' 227 GPM 0.10' 4" 234 GPM 0.03' 313 GPM 1 5' 392 GPM 0.07' 6" 534 GPM 0.02' 712 GPM CHS MwAc� TOTAL HEAD IN FEET CONVERSION CHART INCHES MERCURY (VACUUM GAUGE) 0 2 4 1 6 1 81 10 1 12 114 16 118 0 0.0 2.3 4.5 6.8 9.0 11.313.615.8 18.1 20.3 1 2.3 4.6 6.8 9.1 11.4 13.6 15.9 18.1 20.4 22.7 2 4.6 6,9 9.1 11.4 13.7 15.9 18.2 20.4 22.7 25.0 3 6.9 9.2 11.5 13.7 16.0' 18.2 20.5 22.8 25.0 27.3 4 9.2 91.5 13.$ 16.0 18.3 20.5 22.8 25.1 27.3 29.6 5 11.5 13.8 16.1 18.3 20.6 22.8 25.1 27.4 29.6 31.9 6 13.9 16.1 18.4 20,6 22.9 25.2 127.4 29.7 31.9 34.2 7 16.2 18.4 20.7 23.0 25.2 27.5 29.732.0 34.3 36.5 8 18.5 20.7 23.0 25.3 27.5 29.8 32.0 34.3 36.6 38.8 9 20.8 23.1 25.3 27.6 29.8 32.1 34.3 36,6 38.9 41.1 10 23.1 25.4 27.6 29.9 32.1 34.4 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 39.1 41.3 43.6 45.9 48.1 50.4 14 132.3 34.6 36.9 39141.4 43.6 45.9 48.2 50.4 52.7 1-9--3,"14.636.9 39.2 41.4 43.7 45.9 48.2 50.5 52.7 55.0 16 3 41.5 43.7 46.0 48.3 50.5 52.8 55.0 57.3 17 3 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 4 46.1 48.4 50.6 52.9 55.1 57.4 59.7 61.9 19 43.9 46.2 48.4 50,7 52.9 55.2 57.4 59.7 62.0 64.2 20 46.2 48.5 50.7 53.0 55.2 57.5 %W2.0 64.3 66.5 21 48.5 50.8 53.0 55.3 57.6 59.8 62.1 64.3 66.6 68:9 22 50.8 53.1553 57.6 59.9 62.1 64.4 66,6 68.9 71.2 2353.1 55.4 57.7 59.9 62.2 64.4 66.7 69.0 71.2 73.5 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 ,6 66.8 69.1 71.4 73.6 75.9 78.1 80.4 27 62.4 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.$ 76.0 78.3 80.5 82.8 85.1 87.3 30 693 71.6 73.8 76.1 78.3 80.6 82.9 '85.187.4 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 89.8.9g2.0 94.3 96.6 34 78.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 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 CMTRACTOR SIGNATURE et CONTRACTORS PRINTED NAME 0-06 ) 45771FS3 CONTRACTORS CERT. NO.. D � �2-940 el CONTRACTORS TEL, NO. CHART 2 THE FOLLOWING CUT SHEETS ARE INCLUDED PUMP HEATER FILTER [_j HERAPY JETS MAIN DRAIN Q WATER FALLS '-OTHER SWIMMING POOL SPECIFICATION /FOR ,302,23