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1739 LIVE OAK LN - PERMIT POOL18-0023 DWGSSpecifications: 12'x28' (336 sqft) 3'6"-5'6" depth,,,,, - 10,500 gals 4 wall returns 1) cleaner line 1) AVSC channe 1) Quikskim wat 3) 12v nicheless I main drain Orline skimmer LED lights Pentair Intelliflo Vs pump Pentair Clean & Clear 200 cartridge filter Pentair Easytouch pool automation w/ subp Pentair Intellichlor salt chlorination system A&A manufacturing Iri-floor c eaning sys er Speck Badu Stream Itswim jet system Pool to be protected by fencing and alarms Total addtional impervious surface (coping Prepared by: Michael A. Remeika CPC1457833 Site plan for: The Czerkawski residence 1739 Live Oak Lane Atlantic Be,, 54 ' per FBC 2017 rea) is 176 sqf, 0 I 5/21/2018 LO Pool Equipment Pad 65' Average distance to equipment Scale: 1/8" = 1 ft. Specifications: 12x28' (336 sgft) 3'6"-5'6" depth ;A= 10,500 gals 4 wall returns 1) cleaner line 1) AVEC channe 1) Quikskim wat, 3) 12v nicheless main drain Hine skimmer -ED lights Pentair Intelliflo Vs pump Pentair Clean & Char 200 cartridge filter Pentair Easytouchpool automation w/ subl Pentair Intellichlor salt chlorination system A&A manufacturing rn-floor cleaning sys ei Speck Badu Stream It.,,swim jet system Pool to be protected by fencing and alarms Total addtional impervious surface (coping Prepared by: Michael A. Remeika CPC1457833 Site plan for: The Czerkawski residence 1739 LIVP (Ink I nnrn Atlantic Be; nel 54 ' per FBC 2017 area) is 176 sgfi 5/21/2018 Pool Equipment Pad 65' Average distance to equipment Scale: 1/8" = 1 ft. ^y oz):,oz �} wZ. 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NO NUMBER s �T P.C. OF LOT 5 BLOCK 10 I 1 11 C-2 I '^ JOE CZERKAWSKI AND • • •.• •NER It. i 1 mom• /� ► / FND IRON ROD P 78 O, NO NUMBER MBERI■0 ■//\. FENCE CORNER 101.5' E. & 0.7' S. \ °3 FND IRON ROD Q A,'F • • Ii///ir//Li1C\r/rrr/V • .uru/osuruorr/► /1/rr///iioiii■ CO 1P1 c -�•--- .mai, / • P Qu 0.2' N. & 0.4' W. ry� W 407.951.3425 (Office),' 407.520.5453 (Fax), LB #7564 DRAWNDATE.• 04/06/15 I I i t I �UN1TY DEVELOPMENT •�'li PRO V ED LOT 5 BLOCK 10 S S 66-4s, 4• E 7�0 7�05go C-1 R=230. 0'(P) A--27'4(1'1 4"(P) L=111.0 '(P) C=110. 0'(P)110.23'(M) CB=N 6'52'31" E(P) N 6°49'22" E(M) C-2 R=230. 0'(P) - A=19 -59'l 6"(P) L=80.2 '(P) C=79. 3'(P)79.77'(M) CB=N 3`02'47" E(P) N 3'02'47" E(M) L-1 S 0310 '10" W S 03'1 '32" W L-2 S 72'5 '22" W S 72'4 '27" W .. t• -ASPHALT P = M = B.S.L. _ MH = C.L. _ N&D RAY = CLF = W.F. _ P.C.P. _ EC = P.T. /D1 R= L = v= C= C.D. - D.U.E _ CONC. - P.R.C. _ P.C.C. lYM P.R.M. OHO - CNA. FND = C/S = U.G.D. F .G.D.G = PUG. _ PP = PIE =BRICK = CONCRETE 65.00'(P) 64.74'(M) \� 4� `. yro 0. �J LOT 3 BLOCK 10 Jz'' 69.46'(P) 69.52'(M) FND IRON PIPE NO NUMBER FENCE CORNER 1.1'N. &0.3'E. LOT 18 ; LOT 17 BLOCK 10 1 BLOCK 10 I� t� IQ fl I i ! I ! FND IRON PIPE I NO NUMBER I FENCE CORNERI 0.5, S. & 0.5, W. I RMATIONAL PURPOSES ONLY) I '^ JOE CZERKAWSKI AND • • •.• •NER It. MEN mom• /� ► •ii MBERI■0 ■//\. .r/r//r FND IRON ROD (EXCLUSIVELY) • • Ii///ir//Li1C\r/rrr/V • .uru/osuruorr/► /1/rr///iioiii■ ./v -�•--- .mai, / • MAP NU 0.2' N. & 0.4' W. • 407.951.3425 (Office),' 407.520.5453 (Fax), LB #7564 DRAWNDATE.• 04/06/15 r/r�,�ru// direct supervision and meets _ /'Practice set forth by the Florida Board of Professional Sury d�i �� niouo/r Administrative Code, Pu u t o Chaptert . Florida Statutes. THELOCA F.&M.A.AGENTSHOULDBE 1 DATE REVISION DATE REVISION CONTACT FOR VERIFICATION. RECORDS OF THE COUNTY. C-1 R=230. 0'(P) A--27'4(1'1 4"(P) L=111.0 '(P) C=110. 0'(P)110.23'(M) CB=N 6'52'31" E(P) N 6°49'22" E(M) C-2 R=230. 0'(P) - A=19 -59'l 6"(P) L=80.2 '(P) C=79. 3'(P)79.77'(M) CB=N 3`02'47" E(P) N 3'02'47" E(M) L-1 S 0310 '10" W S 03'1 '32" W L-2 S 72'5 '22" W S 72'4 '27" W .. t• -ASPHALT P = M = B.S.L. _ MH = C.L. _ N&D RAY = CLF = W.F. _ P.C.P. _ EC = P.T. /D1 R= L = v= C= C.D. - D.U.E _ CONC. - P.R.C. _ P.C.C. lYM P.R.M. OHO - CNA. FND = C/S = U.G.D. F .G.D.G = PUG. _ PP = PIE =BRICK = CONCRETE 65.00'(P) 64.74'(M) \� 4� `. yro 0. �J LOT 3 BLOCK 10 Jz'' 69.46'(P) 69.52'(M) FND IRON PIPE NO NUMBER FENCE CORNER 1.1'N. &0.3'E. LOT 18 ; LOT 17 BLOCK 10 1 BLOCK 10 I� t� IQ fl I i ! I ! FND IRON PIPE I NO NUMBER I FENCE CORNERI 0.5, S. & 0.5, W. I LOT 4 BLOCK 10 (! CO FND IRON PIPE\ 2LNO NUMBER FENCE CORNER 0.1' N. & 0.8' W. \ LOT 16 \\ BLOCK 10 OPERTYADDRESS: 1739 LIVE OAK LANE -ATLANTIC BEACH, FLORIDA 32233 'O LEGENDL I® t L 4 B% k 1 f EL VA OF WAY LINKFENCE FENCE POINT LENGTH METER VENTRF.FERENCE4 ,AD UTILITY LINH t NOTACCESSMER 4'YN_.YA1tj LIST OF ENCROACHMENTS: GRAPHIC SCALE: 1" — 40' I' '0' IO' 80' ego esL" 1P ion. of , oc 0, o S MARINA UNIT NO. 6, according to the Plat thereof as recorded in Plat Book 34, Page(s) 51, 51A and 51B, of the Public Records of Duval County, Florida. CERTIFIED TO: RMATIONAL PURPOSES ONLY) I '^ JOE CZERKAWSKI AND tU JOB NO: 16611 EVIE CZERKAWSKI CERTIFIED BY.- PSMNa 6513 DATED FIELDDATE: 04/05/15 TED INZONEX, AREA OUTSIDE QP FND IRON ROD (EXCLUSIVELY) NO NUMBER CHECKED BY.• AER FENCE CORNER MAP NU 0.2' N. & 0.4' W. LOT 4 BLOCK 10 (! CO FND IRON PIPE\ 2LNO NUMBER FENCE CORNER 0.1' N. & 0.8' W. \ LOT 16 \\ BLOCK 10 OPERTYADDRESS: 1739 LIVE OAK LANE -ATLANTIC BEACH, FLORIDA 32233 'O LEGENDL I® t L 4 B% k 1 f EL VA OF WAY LINKFENCE FENCE POINT LENGTH METER VENTRF.FERENCE4 ,AD UTILITY LINH t NOTACCESSMER 4'YN_.YA1tj LIST OF ENCROACHMENTS: GRAPHIC SCALE: 1" — 40' I' '0' IO' 80' ego esL" 1P ion. of , oc 0, o S MARINA UNIT NO. 6, according to the Plat thereof as recorded in Plat Book 34, Page(s) 51, 51A and 51B, of the Public Records of Duval County, Florida. CERTIFIED TO: RMATIONAL PURPOSES ONLY) CLIENT NO: N/A JOE CZERKAWSKI AND SUBIF.CTP JOB NO: 16611 EVIE CZERKAWSKI CERTIFIED BY.- PSMNa 6513 DATED FIELDDATE: 04/05/15 TED INZONEX, AREA OUTSIDE ANU/OR SUBSUXN:9CES7RUCI'URL'S WE'RENOl'LOCA7lUBY77ifSSURYEY. APPROVEDBY. AER (EXCLUSIVELY) AR FLOODPLAIN PER F.I. R. M. CHECKED BY.• AER P.O. BOX 47097$, LAKE MONROE, FL 32747 MAP NU DRAWNBY.TSS 4. THE PURPOSE OFTHISSURVEYISFORUSEINORTAININGT7TLEINSURANCF_ 407.951.3425 (Office),' 407.520.5453 (Fax), LB #7564 DRAWNDATE.• 04/06/15 I hereby certify that die survey of the hereon described property was prepared under my direct supervision and meets _ /'Practice set forth by the Florida Board of Professional Sury d�i Chapter SJ -0.050 tllru 5170 052, Florida Administrative Code, Pu u t o Chaptert . Florida Statutes. FOR INF RMATIONAL PURPOSES ONLY) LTHISsi ii4e PnePARFDWITHODTTHEBENF.FITOFACCAaHTngxr °:rs rt.ottton �" 04/06/20I5 SUBIF.CTP OPFRTYSHOWNHFRF.ONAPPEARS FOR T7TLEINSURANCE. LEGALDESCR[PTTONPROVIDEDBYOTHERS. 2. UNLGSSSHOWN,r/NDERGROIJND UITLITIES, fhII'ROi LM1IBMS,tnUNDATIONs CERTIFIED BY.- PSMNa 6513 DATED TO BE LO TED INZONEX, AREA OUTSIDE ANU/OR SUBSUXN:9CES7RUCI'URL'S WE'RENOl'LOCA7lUBY77ifSSURYEY. FIRSTC RVEYING LVC. THE, 100 TY AR FLOODPLAIN PER F.I. R. M. 3•BZiR'GSARBBAs-DONACDORDBE4RINGONnB:EASTRIGUTOFWAr I.INHOF/.fVF, OAY. LANG; ASBF.fNG, N 13°02 J7"$ PER PLAT, ASSUMED. P.O. BOX 47097$, LAKE MONROE, FL 32747 MAP NU ER I2031CO407H, DATED 06/03/2013 4. THE PURPOSE OFTHISSURVEYISFORUSEINORTAININGT7TLEINSURANCF_ 407.951.3425 (Office),' 407.520.5453 (Fax), LB #7564 THIS SUR YOR MAKES NO GUARANTEES AS AND FINANC7NGAND SHOULDNOTBE USED FOR CONSTRUCT7ONPORPO.SFS. NOTVAMWIRIETIM AI�II�IICATMELECIROMCSIGNAT RE AND SEAL OFA ROMA LIMNSED SUAVEYORV)�VAPP R. THE ACCU CY OF THEABOVEINFORMATION. S. FHxcE OWNF-7SHPNOTDE7ERMRVED. THELOCA F.&M.A.AGENTSHOULDBE c.�rEIER�RE°CbROESNCMB°Axff7TMIMMAYBE ODUPTi ANTHHEFWroR DATE REVISION DATE REVISION CONTACT FOR VERIFICATION. RECORDS OF THE COUNTY. 1/2" WHITE VINYL JOINT 8" • 11" STRIP (N/A FOR PAVER J WATER LIN TILE, DECKS) / GLAZED, MI .4" CONCRETE DECK (OPTIONAL) SCHEDULE WITH SLIP RESISTANT TOPPING _ CONCRETE ON COMPACTED GROUND WITH THICKNESS ALL ORGANIC MATERIAL INCHES REMOVED. 4" THK, WITH FIBER 6 MESH, 6" WITH #3 REBAR TYPICAL WALL RETURN, OR p VACUUM FITTING WITH 3 EA #3 REBAR CONTINUOUS 18" I WATER STOP F NGE LAP SPLICES AS NECESSARY 10 LIGHT FIXTURE & REINFORCEMENT #3 - 3" NICHE NOTE: GREATER WALL MIN - "EN H = '-0" y;NCREA ES 6" FOR EACH 1'OF DEPTH < 5'-0" HEN 11 5'-0" NCREA ES VFOR EACH V OF DEPTH >5'-0"STD, REINFARTZ A LR GREGATE PLASTER FINISH #3 REBAR @ 10" O.C. B,W. MIN. SHO CRETE/GUNITE COVER 3" (EARTH SIDE), 2" tWAL (POOL SIDE). REFER TO 6" MIN SHELL STRUCTURAL NOTE 91 FOR VERT. REINF. SEE SPA ALTERNATE SCHEDULE. TYPICAL POOL WALL SECTION SCALE; N. T. S. SPA WALL SCHEDULE DEPTH OF CONCRETE WATER FT THICKNESS INCHES 3A 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 2 • #3 EACH WAY LIGHT NICHE DETAIL N. T. S. 10" MIN. g 6" MAX. -1 WATER ALTERNATE N TROUGH 72" PLUMBING LOCATION ,,-ATG RADE AT GRADE I - WATER I OR ELEVATED TROUGH I i SHEER DESCENT DETAIL N.T.S. DECK SLAB Iz- VINYL /' 3" MIN. (TYP.) —'� zo I)ip SEE STRUCTURAL NOTE 15 BOND BEAM REIN. 3-#3 I o BARS (TYP. FOR ALL BOND BEAMS) CANTILEVER DECK DETAIL N.T.S. EXPANSION JOINT 2'#3 --,,BEND • } DOWN 1 BOND BEAM BARS #3 BAR BEND AS SHOWN eIC z•.' SEE SPA WALL SCH. SEE STRUCTURAL 2 • #3 BARS I 6 NOTE 15 t (OR 1 - #4 BAR) ISI - 1 HORIZ. REIN. #3 BARS 8" O.C. FOR FREE STANDING k WALLS VERT. REINF. SEE SPA I TYPICAL REINF. 10 , 0. C. E.W. WALL SCH. SPA DETAIL N.T.S. FLOOR REINF, CONT. FROM SPA TO POOL MIN, 15" LAP EITHER DIRECTION SKIMMER DETAIL N.T.S. PLANS EXPIRE. MAY 16, 2419 Certificate of Authority No. 28177 4337 PABhQfi rmfiQURT. SUITE 101 n° � j', {� '' jBh 4 pn EXPANSION JOINT DECK SLAB --\ @ol I, 1 - ALTERNATE LOCATION OF BOND BEAM BAR (TYP) 11 COPING DETAIL N.T.S. 6" DECK SLAB LED 3-#3 + `� MINIMAL BOND BEAM N.T,S. 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 ryry I— �t UWj; IiY MAC 4 NOT TO SCALE SHEET C+1 "�1 AI'19¢OVP.l11fY.. GENERALNOTES 1. FOR POOL PLAN, SIZE, DECK EXTENTS, SPECIAL DETAILS, SEE CONTRACTOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUI DING 2017 AND FLORIDA BUILDING CODE RESIDENTIAL 2017 TOGETHER WITH LATEST REVISIONS AND A 4SI/NSPI NATIONAL STANDARD -5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/NSPI t ATIONAL STANDARD -3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC C DE - 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 CONSTRUCT ON IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNER SHALL VERT =Y LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. S. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AIN D ORDINANCES. 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CO ISTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC B REAK WILL BE PROVIDED. IF AN AUTOFILL ASSEMBLY IS INSTALLED, A BACKFLOW PREVENTER WILL BE REC UIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. 8. ALL STRUCTURAL, FILTRATION, AND ELECTRICAL DETAILS OUTLINED IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. 9. ALL POOL AND SPA HEATERS SHALL BE INSTALLED IN ACCORDANCE WITH FBC 454.2.14, "WATER HEATING EQUIPMENT." 10. TO EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT PRESSURE MUST- BE ELIMINATED. THE OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIF1 PRESSURE. CONTRACTOR SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAIN PUMPING SYSTEM IN AREAS WHERE GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD FLOAT PC OL OUT OF THE GROUND.. 11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY C OMPONENTS 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 AR S WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE POOL DURIN ANY PERIOD OF ANY GIVEN YEAR, STRUCTURAL NOTES 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCINC SHALL BE #3 BARS AT 10" ON CENTER EACH WAY WITH 15" LAP JOINT IN WALLS AND FLOORS UP TO 6 FEET I EPTH. BETWEEN 6'0" AND 10'0", USE #3 BARS AT 5" ON CENTER VERTICALLY STARTING AT 3'0" DEPTH IN THE AF EA OF THE POOL OVER 6' IN TOTAL DEPTH. (ALTERNATE-: #4 BARS AT 12" ON CENTER EACH WAY WITH 20" AP JOINT IN WALLS AND FLOORS UP TO 6 FEET IN DEPTH; BETWEEN 6'0" AND 10'0", USE #4 BARS AT 6" ON CENTE R VERTICALLY STARTING AT 3'0" DEPTH IN THE AREA OF THE POOL OVER 6'0" IN TOTAL DEPTH), NOTE APPLIES 10 NORMAL, NON -EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMED TO POSSESS EQUIVALENT FLUID P ESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE IS CAST AGAINST BARE EARTH WITHOUT SE PARATION BARRIER, MINIMUM COVER SHALL BE 3"; WITH A BARRIER (STEELTEX) BETWEEN CONCRETE AND E RTH, MINIMUM COVER SHALL BE 2". 2, POOL WALLS SHALL BE MIN. 6" THICK AND FLOORS SHALT. 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" OILS 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 ACC EPTABLE 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 EXISTINGSTRUCTURES, 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 AC ORDING TO UBC SECTION 1922 AND ACI 506. CEMENT TO AGGREGATE, IN DRY WEIGHT, SHALL NOT BE LESS TF AN FIVE TO ONE. 7. SHOTCRETE/GUNITE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE IS ESS THAN 40F AND FALLING, OR IF TEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE/GUNITE 111 HEAVY RAIN, 8. SUBSTRATE SHOULD BE FOG -SPRAYED WITH WATER PRIOR TO SHOTCRETEIGL KITE APPLICATION TO ALLOW HYDRATION AND LIMIT RAPID DRYING OF CONCRETE, AND TO COOL REINFORCE MENT STEEL, 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETEIGUNI TE, THE FLOOR SHALL BE POURED PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE/GUNITE FLOORS, APPLICATION SHOULD COMMENCE IN CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOL OWING WALL CONSTRUCTION. 10. IF EXPANSIVE SOILS (CLAYS) ARE ENCOUNTERED, THE SIDES AND BOTTOM OF HE POOL EXCAVATION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE/GUNI E. 11, REINFORCEMENT STEEL SHALL MEET ASTM A615.40. LAP SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. ALL BENDS MUST BE SHARP. UBC SECTIONS 1907, 1912, AND 1924 SHALL BE USED A 3 A GUIDELINE, 12, LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE/GUNITE SPRAY DIRE TION, NOT SIDE-BY-SIDE PERPENDICULAR TO SPRAY. 13, REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM THE INSIDES OTCRETE/GUNITE FACE TO REBAR SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE/GUNITE THICKNESS 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 15 INCH SPACING. 15, UP TO 2" DIAMETER PIPING MAYBE PLACED IN THE LOWER OUTSIDE CORNER O THE BOND BEAM PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND AN PARALLEL REINFORCEMENT. 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS ARE ENCOUNT RED. 17. IF A RAISED BOND BEAM EXCEEDS 2'0" AND SERVES AS A RETAINING WALL FOR 301L, THE RAISED PORTION SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP OF HYDROST TIC PRESSURES. MINIMUM REINFORCEMENT #3 BARS SPACED 10" O.C. E.W. TYPICAL STRUCTURALNOTE5 TYPICAL POOL T TO 8' DEEP SHOTCRETE/GUNITE STEPS OR BENCHES AS NEEDED ' EXTRA TRANSVERSE--" z�`' 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 1/2 TURN. (FLOOR INLETS SHALL FLOOR BE FLUSH WITH POOL FLOOR.) i �I SUPPLY HEADER NOTE; CONCRETE ENCASEMENT OCCURS ONLY AT THE RETURN FITTING, POOL FLOOR INLET DETAIL N. T. S SPRING LOADED VERTICAL CHECK EQUALIZER VALVE - TO PUMP SUCTION z N tESCUTCHEON PLATE ANCHOR SOCKET NDISTURBED DIL (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 V. 16 GPM 21 GPM 26 GPM 1y" 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. CL m to WATER LEVEL (CENTER LINE OF SKIMMER) Z EQUALIZER FITTING r W/ VGB-COMPLIANT GRATE (IF INSTALLED) VACUUM FITTING -SEE NOTE 3 BELOW NOTES: --v -- 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 SMALL 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 PLANS EXPIRE: MAY 16, 2019 LADDER DETAIL N.T.S. CROSS BRACE RECOMMENDED �( '-'-WATER I LEVEL LADDER TREADS SHALL BE SLIP -RESISTANT POOL WALL ---�FLOOR REINF. AS PER STANDARD PLAN � r - TO PUMPI- TI; L i1I- 1 1/2" DIA. HYDROSTATIC RELIEF PIPE BOTTOM 12" PERFORATED. (SEE GENERAL NOTE 13) 314"-1-1/2" DRAIN ROCK MAIN DRAIN DETAIL N.T.S. Certificate of luthority No. 28177 4331 flAdtlabI �pMiIFj" SUITE 101 NO ° p n 04g i YY9 06 = 2 - #3 BARS BENT AS SHOWN EACH I� WAY AND LAPPED TH FLOOR REINFORCEMENT. I (I CLEARANCE .I . FROM EARTH 24" SQ ORO RESIDENTIAL GENERAL NOTES AND DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 0 (904) 551-7281 DWG. RY: MAC NOTTOSCALE SHEET 1 OF 4JEL ApPROVEO BY: 0 3-0- MIN. (EDGE OF OUTLET) 3*0" MIN. (EDGE OF OUTLET) OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PUMPS IN P NOTES 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 LOC NTED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. 3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE. 4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0",' EPARATION REQUIREMENT, I.E.ONE (1) ON THE BOTTOM AND ONE (1) ON THE VERTICAL WALL, OR ONE (1) EACH ON TWO (2) SEPARATE VERTICAL WA L I -S. DUAL SUCTION OUTLET ARRANGEMENTS OUTLETS IN PARALLEL SYMMETRIC PIPING 3-0" MIN. (EDGE OF OUTLET) IN PA Y TAPPED PIPING SUCTION f DIAMETER 2" 3-0- MIN. (EDGE OF OUTLET) VELOCITY = 6 FT / S SCH 40 SCH 80 MAX FLOW MAX FLOW (GPM) (GPM) 1/2" 90 3" 138 4- F238 5 0 6- 540 OUTLETS IN PARALLEL LOOPED PIPING NOTES: 1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 F.�ET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 2. TEE ON TIME I -IE SUCTION MANIFOLD SERVING THE OUTLETS SW 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 S E AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE, THREE -OR -MO 1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME Al 12.19.8 -LATEST, "SUCTION I SWIMMING POOLS, WADING POOLS, SPAS AND HOT TUBS." RECOMMENDED: GRATE! WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROW 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APSP-7, LATEST METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A) SURF OVERFLOW SYSTEMS THAT PROVIDE 100% OF THE REQUIRED SYSTEM FLOW; B) DUA SYSTEMS; C) THREE -OR -MORE SUCTION OUTLET SYSTEMS; D) SINGLE UNSLOCKABLE SYSTEMS; E) SINGLE OUTLET SWIM JET SYSTEMS (TESTED AND LISTED AS CONFORM Al 12,19.8); F) SINGLE OUTLET - ALTERNATIVE SYSTEMS (IN ACCORDANCE WITH ANSII AND ASTM F2387-04); G) GRAVITY FLOW TO A VENTED COLLECTOR TANK; H) OUTLET! OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSIIAPSP-7 AND IE AUTHORITY HAVING JURISDICTION. 3, BRANCH SUCTION PIPING (DEFINED AS THE PIPING SERVING THE SUCTION OUTLETS) ALLOW MAXIMUM VELOCITY OF SIX (6) FEET PER SECOND WHEN ONE OF A PAIR IS BL SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT (8) FEET F 4, POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING, 81 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM THROUGH A COMMON LINE TO THE PUMP. 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE E 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUC CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GF SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CONI THE OPEN AREA OF THE COVER/GRATE, SUCTION OUTLET ARRANGEMENTS TTINGS FOR USE IN SHOULD BE INSTALLED H THE GRATE(S). THE FOLLOWING ICE SKIMMING OR SUCTION OUTLET SUCTION OUTLET NG TO ASME/ANSI SME Al 12.19.8 -LATEST LIMPS IN SERIES: 1) OR APPROVED BY THE NLL BE SIZED TO <ED. ALL OTHER SECOND. :EN, OR LOOSE. ULTANEOUSLY IG OUTLET, PIPE WILL BE NO OR SUCH THAT THE FLOW THROUGH SUCTION OUTLET 55 79 ]24 215 488 SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS ANYSHAPE 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" AIR GAP (MIN.) t DEBRIS OUTLET MOUNTED IN POOL FLOOR TO SUCTION PIPING 2" 90- SEND MP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING, LABEL VENT AS FOLLOWS: 'POOL SAFETY DEVICE - 00 NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: MAY 16, 2019 1 FLORIDA SEE NOTE 1 BELOW RESIDENTIAL aumt GWV-�- %2_11 SUCTION OUTLET NOTES Certificate of Authority No. 28177 CIRCULATION LINE TO LEAF 43 ffil I SUITE 101 CANISTER / RECIRCULATION 0 IL E AND DETAILS PUMP 3 17 NOTE: MINIMUM PIPE LENGTH 18" A1� 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A)~,, c° V J `d �'\0SUNRISE POOLS OF JACKSONVILLE LLC ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE o 0 TEE IN THE SUCTION LINE TO THE PUMP(S); 6) AN ENGINEERED•CPC 1457833 VENT SYSTEM; C) A LISTED MANUFACTURED 14 SAFETY VACUUM RELEASE SYSTEM. of 1822 KINGS WAY NEPTUNE BEACH, FL 32266 dF(904)329 -2906 (904) 551-7281 OUTLET SUMPS IN SERIES ..ORI DWG, UY: MAC All NOT 10 SCALE SHEET -3- OF 4. AIVROVE.110Y, Jet MAXIMUM UNDERWATER —\ LENGTH OF VENT PIPING: 30 FEET FROM 2 " T SUCTION PIPING TO PIPING DEBRIS OUTLET MOUNTED IN POOL FLOOR TO SUCTION PIPING 2" 90- SEND MP. OF 2) SCREEN VENT TO PROHIBIT INSECT ENTRY OR CLOGGING, LABEL VENT AS FOLLOWS: 'POOL SAFETY DEVICE - 00 NOT HANDLE" VENT LINE DETAIL PLANS EXPIRE: MAY 16, 2019 1 FLORIDA SEE NOTE 1 BELOW RESIDENTIAL aumt GWV-�- %2_11 SUCTION OUTLET NOTES Certificate of Authority No. 28177 CIRCULATION LINE TO LEAF 43 ffil I SUITE 101 CANISTER / RECIRCULATION 0 IL E AND DETAILS PUMP 3 17 NOTE: MINIMUM PIPE LENGTH 18" A1� 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A)~,, c° V J `d �'\0SUNRISE POOLS OF JACKSONVILLE LLC ONE (1) ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18" FROM THE o 0 TEE IN THE SUCTION LINE TO THE PUMP(S); 6) AN ENGINEERED•CPC 1457833 VENT SYSTEM; C) A LISTED MANUFACTURED 14 SAFETY VACUUM RELEASE SYSTEM. of 1822 KINGS WAY NEPTUNE BEACH, FL 32266 dF(904)329 -2906 (904) 551-7281 OUTLET SUMPS IN SERIES ..ORI DWG, UY: MAC All NOT 10 SCALE SHEET -3- OF 4. AIVROVE.110Y, Jet TRANSFORMER REQUIRED FOR LOW -VOLTAGE INSTALLATIONS ONLY fiii4000rA %/si�i :• - • REFER TO NOTE PUMP MOTOR JUNCTION BOX 4' I 1 i REFER TO NOTE R T I V/ 4444444Z - 1 i i i I I f 4G POOL BONDING GRID R WIRE 11 TIMECLOC SPST TOGGLE SWITCH DISCONNECT PUMP 12 V TRANS, 3 #12 IN y" COND. 12W 30OW WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC #8 BOND TO STRUCTURAL STEEL NOTES: 1. AL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING AN ALL FIXED METAL PARTS NOT SEPARATED BY PE MANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM W TER, 12 FT VERTICALLY OF MAX WATER LEVEL, ELECTRICAL DIAGRA --- -51NC( SERVICE PANEL 300 WATT NEUTRAL BAR T MIN. FROM INSIDE WALL UNDERWATER LIGHT /- TO GROI BONDING CONDUCTOR, GROUND BAR REFER TO NOTE #7 fiii4000rA %/si�i :• - • REFER TO NOTE PUMP MOTOR JUNCTION BOX 4' I 1 i REFER TO NOTE R T I V/ 4444444Z - 1 i i i I I f 4G POOL BONDING GRID R WIRE 11 TIMECLOC SPST TOGGLE SWITCH DISCONNECT PUMP 12 V TRANS, 3 #12 IN y" COND. 12W 30OW WITH LOW WATER CUT-OFF OR 120 VAC W/ GFCI PER NEC #8 BOND TO STRUCTURAL STEEL NOTES: 1. AL ELECTRICAL SHALL CONFORM WITH ART 680 NEC - 2. BOND ALL SHEATHED CABLES, RACEWAYS, METAL PIPING AN ALL FIXED METAL PARTS NOT SEPARATED BY PE MANENT BARRIER, IF WITHIN 5 FT HORIZONTALLY FROM W TER, 12 FT VERTICALLY OF MAX WATER LEVEL, ELECTRICAL DIAGRA POWER SUPPLY POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL 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: i.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 300 WATT UNDERWATER LIGHTS SHALL BE NEC. i APPROVED AND SHALL FEATURE STAINLESS STEEL FORMING SHELL WITH BRASS MOUNTING RING, SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING PACKING GLAND, LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATED FACE RING FOR COMPRESSING OF A 360° DOUBLE WALL SYNTHETIC GASKET, SS LIGHT FIXTURE & NICHE W1 COMPRESSION HUB & 30OW,12V LAMP OR 120 VAC W1 GFCI PER NEC JUNCTION BOX (IF LADDER. HAND RAIL, TRANSFORMER DIVING BOARD, ETC... POOL I' METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL PUMP MOTOR #8 AWG PRESSURE GROUND —� r CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING POOL LIGHT DETAIL ISED) POOL LIGHT HEATER CASE CONTROL PANEL III d III • TYPICAL BONDING SCHEMATIC ELECTRICAL NOTES: 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN SOF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE, GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780, IF REINFORCING BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE PROCEEDING. 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED, MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL, 3. IF APPLICABLE, PROVIDE #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN & 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 #G 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. 61N. 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 ANWOR 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 ANDIOR #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) Wl 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), NFPA20, ADOPTED BY REFERENCE WITHIN FBC. PLANS EXPIRE: MAY 16, 2019 Certificate of Authority No. 28177 4337 PADA010090,0198T,sU1TE 101 Gid A ° e a P 000 t��• 4 '��i. Si'lia0pnumOs sO..l\4` q��, RESIDENTIAL ELECTRICAL NOTES AND DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 • (904) 551 7281 IRV 111 M151.,, NOT TO SCALE SHEET 4 OF 4 __. _, --- -51NC( SERVICE PANEL NEUTRAL BAR /- TO GROI GROUND BAR NEUTRALBAR TRANSFORMER -� F3CONDUCTORY H-N-G GROUND BAR v� #8 BOND IN PVC CONDUIT CONTROL PANEL POWER SUPPLY POOL LIGHT FLEXIBLE CORD GROUNDING TERMINAL #8 BOND TO STRUCTURAL 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: i.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 300 WATT UNDERWATER LIGHTS SHALL BE NEC. i APPROVED AND SHALL FEATURE STAINLESS STEEL FORMING SHELL WITH BRASS MOUNTING RING, SHELL SHALL HAVE A 1" NPT CONDUIT WITH OPENING PACKING GLAND, LIGHT SHALL BE HOUSED IN A STAINLESS STEEL ENCAPSULATION BOLTED TO A CHROME PLATED FACE RING FOR COMPRESSING OF A 360° DOUBLE WALL SYNTHETIC GASKET, SS LIGHT FIXTURE & NICHE W1 COMPRESSION HUB & 30OW,12V LAMP OR 120 VAC W1 GFCI PER NEC JUNCTION BOX (IF LADDER. HAND RAIL, TRANSFORMER DIVING BOARD, ETC... POOL I' METAL CONDUITS REINFORCING OR PIPING SYSTEM STEEL PUMP MOTOR #8 AWG PRESSURE GROUND —� r CONNECTOR TO COMMON BONDING WITH REINFORCING STEEL OR PLUMBING POOL LIGHT DETAIL ISED) POOL LIGHT HEATER CASE CONTROL PANEL III d III • TYPICAL BONDING SCHEMATIC ELECTRICAL NOTES: 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH NEC ARTICLES 250 AND 680, ELECTRICAL CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE, INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS INCLUDE, BUT ARE NOT LIMITED TO LADDERS, RAILINGS, PIPING, CONDUIT, METAL DOOR FRAMES AND METAL PARTS WITHIN SOF INSIDE WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD, LISTED PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE, GROUND STEEL COLUMNS (I.E. FOR TOWERS OR SLIDES) PER NEC ARTICLE 250 AND 680 AND NFPA 780, IF REINFORCING BARS ARE ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND, CONTACT ENGINEER BEFORE PROCEEDING. 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS, UNDERGROUND WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 5' HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10' FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20' OF THE POOL SHALL HAVE GFCI PROTECTION. ADDITIONALLY, ALL UNDERWATER LIGHTING SHALL BE GFCI PROTECTED, MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED OVER POOLS SHALL BE NOT LESS THAN 12' ABOVE MAXIMUM WATER LEVEL, 3. IF APPLICABLE, PROVIDE #12 AWG CONDUCTORS AND GROUND FOR 12V UNDERWATER LIGHTING CIRCUITS LESS THAN & 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 #G 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. 61N. 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 ANWOR 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 ANDIOR #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) Wl 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), NFPA20, ADOPTED BY REFERENCE WITHIN FBC. PLANS EXPIRE: MAY 16, 2019 Certificate of Authority No. 28177 4337 PADA010090,0198T,sU1TE 101 Gid A ° e a P 000 t��• 4 '��i. Si'lia0pnumOs sO..l\4` q��, RESIDENTIAL ELECTRICAL NOTES AND DETAILS SUNRISE POOLS OF JACKSONVILLE LLC CPC 1457833 1822 KINGS WAY NEPTUNE BEACH, FL 32266 (904) 329-2906 • (904) 551 7281 IRV 111 M151.,, NOT TO SCALE SHEET 4 OF 4 __. _, ANSI/ASP-7 201 IPECIFIES THREE METHODS FOR DETERMINING HE MAXIMUM SYSTEM FLOW RATE, THE FOLLOWING SIMPLIFIED TDH CALCULATION IS ONE OF THE METH DS SPECIFIED. SIMPLIFIED MAXIMUM SYSTEM FLOW RATE: MINIMUM FLOW RATE REQUIRED: 35 GPM PER SKIMM R 1. CALCULATE POOL VOLUME: -334EX X 7.48 (GAL./CUBIC FOOT) = _83/0 (SURF. AREA) (AVG. DEPTH) (VOL. IN GAL.) 2. DETERMINE PREFERRED TURNOVER TIME IN HOURS: X 60 (MIN./HR.) = 3c�d (HOURS) (TURNOVER IN MIN.) , 3, DETERMINE MAX FLOW RATE: 11310-1 131 + � (VOL. IN GAL.) (TURNOVER INS.) (POOL FLOW RATE) (FEATURE FLOW RATE) (SYSTEM FLOW RATE) 4, SPA JETS: © X _ O GPM PER JET = cd FLOW RATE (NO. OF JETS) (JET FLOW) (TOTAL JET FLOW RATE) (FOR SINGLE PUMP POOUSPA COMBO, USE THE HIGHER OF NO. 3 OR NO.4 IN THE FOLLOWING CALCULATIONS FOR THE POOL &SPA) DETERMINE PIPE SIZES: BRANCH PIPING TO BE INCH TO KEEP VELOCITY @ 61 TRUNK PIPING TO BE c3 a INCH TO KEEP VELOCITY @ 8 FF RETURN PIPING TO BE _ INCH TO KEEP VELOCITY @ 10 DETERMINE SIMPLIFIED TDH: 1. DISTANCE FROM POOL TO PUMP IN FEET: 6-6 MAX. AT GPM MAXIMUM SYSTEM FLOW RATE. MAX. AT GPM MAXIMUM SYSTEM FLOW RATE S MAX. AT /D 3 GPM MAXIMUM SYSTEM FLOW RATE FOR EACH PUMP CHECK ONE SIMPLIFIED TOTAL DYNAMIC HEAD (STDH) COMPLETE STDH WORKSHEET - FILL IN ALL BLANKS TOTAL DYNAMIC HEAD (TDH) O COMPLETE PROGRAM OR OTHER CALCS. FILL IN REQUIRED BLANKS ON WORKSHEET & ATTACH CALCULATIONS EMAXIMUM FLOW CAPACITY OF THE NEW OR REPLACEMENT PUMP 2. FRICTION LOSS (IN SUCTION PIPE) IN _ 3 INCH PIPE PER 1 FT. @ IN GPM = C-4'1 (FROM PIPE FLOW/ FRICTION LOSS CHART) 3, FRICTION LOSS (IN RETURN PIPE) IN INCH PIPE ER 1 FT. @ _Za_ GPM = Q . / (FROM PIPE FLOW/ FRICTION LOSS CHART) 4. �SQ-- X O (LENGTH OF SUCT. PIPE), (FT OF HEAD / 1 FT OF PIPE) (TDH SU T. PIPE) TDH IN PIPING: �3 5. 105 X ©, /4__ /O Al0 (LENGTH OF RETURN PIPE) (FT OF HEAD / 1 FT OF PIPE) (TDH RETURN PIPE) FILTER LOSS IN TDH (FROM FILTER DATA SHEET): R6_1vrn Zeye5� SELECTED PUMP AND MAIN DRAT PUMP SELECTION (PUMP MODEL & SIZE IN HP) MAIN DRAIN COVER f7 V /7 � + vs c (MAKE & MODEL) NOTES: MINIMUM SYSTEM FLOW BASED ON MIN. FLOW PER S DETERMINE THE NUMBER AND TYPE OF REQUIRED IN -FLOOR S HEATER LOSS IN TDH (FROM HEATER DATA SHEET): TOTAL ALL OTHER LOSS: Ao COVER. TOTAL SIMPLIFIED TDH: 3&.A6_ USING PUMP CURVE SIMPLIFIED TDH & SYSTEM FLOW RATE (SYSTEM FLOW RATE MUST -NOT EXCEED APPROVED COVER FLOW RATE) TYPE OF COVER Q U DUAL MAIN DRAIN = SUCTION OUTLET 4--- 3' 111, �� Q Q O MULTI DRAINS =SUCTION OUTLET E �/ CHANNEL DRAIN = CHANNEL DRAIN ER OF 35 GPM. N OUTLETS @ GPM MAX. FLOW @ GPM MAX. FLOW 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 A112.19.8 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 VELOCITY - FEET PER SECOND HEATER PIPE SIZE 6 FPS 8 FPS 1 10 FPS 1" 16 GPM 0.14' 21 GPM 0.23' 1 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' 3" 1138 GPM 0.04' 1181 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' 1712 GPM 0.03' GPM W/ © PORTS CHART 1 TOTAL HEAD IN FEET CONVERSION CHART INCHES MERCURY (VACUUM GAUGE) 0 2 1 4 11 6 1 8 1 10 112 114 1 16 1 18 0 0.0 2.314.516.8 9.0 11.313.615.8 18.1 20.3 1 2.3 4.6 6.81 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 11.513.716.0'18.220.522.825.027.3 4 9.2 11.5 13.8 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 18.420.622.925.227.429.731.934.2 7 16.2 18.4 203 23.0 25.2 27.5 29.7 32.0 34.3136.5 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 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 43.7 46.0 48.3 50.5 52.8 55.0 57.3 17 39.3 41.5 43.8 46.1 48.3 50.6 52.8 55.1 57.4 59.6 18 41.6 43.8 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 59.8 62.0 64.3 66`.5 21 T8_5'50_8 53.0 55.3 57.6 59.8 62.1 64.3 66.6.68.-9 22 50.8 53.1 55.3 57.6 59.9 62.1 64.4 66.6 68.9 71.2 23 53.1 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 64.6 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 73.8 76.0 78.3 80.5 82.8 85.1 87.3 30 69.3 71.6 73.8 76.1 78.3 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 E76.2 75 8. 80.7 83.0 85.3 87.5 89.8 92.0 94.3 96.6 78.580.15 8.5 80.8 83.1 85.3 87.6 89.8 92.1 94.4 96.6 98.9 35 80.9 83.185.4187 A 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 RACTOR SIGNATURE CATRACTORS PRINTED NAME C)DC 15-7933 CONTRACTORS CERT. NO. 9n# -3a9 -d 9olo CONTRACTORS TEL. NO, CHART 2 THE FOLLOWING CUT SHEETS ARE INCLUDED EZI PUMP HEATER EZ FILTER Q HERAPY JETS MAIN DRAIN Q WATERFALLS OTHER -5k;r l� ler SWIMMING POOL SPECIFICATION FOR 7�'e Czer-kalvs��e5i�%r / 73 9 Live Oak ,Lane- 4ilan�;e_, aA P -L J923.3