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331 7th St 2014 Pool (2) JL C 0 Vj__j _R S 0 CODE SUMMARY 0 FLORIDA BUILDING CODE (2010) FLORIDA RESIDENTIAL CODE (2010) 0 IMPERVIOUS SURFACE CALCULATIONS . 1i SHOWING BOUNDARY SURVEY OF U N FLORIDA EXISTING BUILDING CODE (2010) LOT 12, BLOCK 9, PLAT No. 1 SUBDIVISION "A" ATLANTIC BEACH, AS RECORDED IN PLAT BOOK 5, TOTAL LOT AREA 50'x130' = 6500 &F. PAGE 9. OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA. - -q- NON-PERVIOUS AREA 66% = 4290 S.F. 0 FLORIDA PLUMBING CODE (2010) CERTIFIED TO: WILLIAM H. WULFING JAX FEDERAL CREDIT UNION GUARDIAN TITLE & TRUST� INC NATIONAL ELECTRIC CODE (2008) CHICAGO TITLE INSURANCE COMPANY EXISTING HOUSE 1317 S.F. z LOT 11 LOT 13 BLOCK 9 LOT 9 EXISTING COVERED ENTRY 259 S.F. BLOCK 9 50.00' (PLAT) BLOCK 9 EXISTING GARAGE 509 S.F. N 83*28'06" E SQUARE FOOTAGE INFORMATION 49.72- (MEASURED) oil EXISTING PAVERS 761 S.F. Y X 0 4 EXISTING COVERED PATIO/WALK 244 S.F. UNENCLOSED SPACE 1110 S. F. AN EXISTING A/C PAD 42 S.F. LOT 12 R.. EXISTING DRIVEWIAIV 1715 S.F. FRAME li, .' WO K 9 CARAGE ul TYPE OF CO 'f'h`lllllf`RUCT1O _fk�_r ER NEW ADDED PAVERS 76 S.F. 1!rx R Wid NEW EQUIPMENT PAD 28 S.F, fl GROUP R 3 RESIDENTIAL 20.2' (TYPICAL) NEW POOL & SPA (295 S.F.) TYPE V B V) TOTAL IMPERVIOUS AREA 4656 S.F. < NEW POOL UNSPRINKLED < LJJ 4 Lj < 72 12 a- LOT 10 < b * CLASSIFICATION OF WORK: ADDITION & ALTERATIONS LEVEL-2 cri lag BLOCK 9 USE TREMRON PERVIOUS PAVERS IN DRIVEWAY 0 d C5 C3 to TO REDUCE NON-PERVIOUS AREA. �2 4 li 15.91 - 0 C?MED PATIO _j MATERIALINFU" RMATION LOT 14 t 7.j� LIMITS OF DRAINFIELD AREA MINIMUM -DRAINFIELD AREA REQUIRED 732 S.F. BLOCK 9 PROPOSED DRAINFIELD AREA PROVIDED 949 Slf`� < - OF CHAPTER 15 0;, ROOFING MATERIAL SHALL MEET THE THE REQUIREMENTS\, TWO STORY (n Li FRAME 177"1 OF THE 2010 FLORIDA BUILDING CODE AND CHAPTER 9 OF THE 2010 POSTED #331 Co En to 0 o 9L 0 0 Sl.IL_UQNbDF ATIONS FOR CONSTRUCTION z FLORIDA RESIDENTIAL CODE. 40 Lj_j < Ld EWAY. > 1. DUMPSTER-z 0 BE LOCATED IN DRIV _j < < 20.27 COVERED 2. PORTABLE TOILET LOCATED IN DRIVEWAY. A ENTRY z > 56 LOAD INFORMATION cob V) C)6 3. MATERIAL STORAGE LOCATED IN DRIVEWAY. 0 :81 A 5; 14 0 z 4. CONSTRIJCTION WORKER PARKING IN DRIVEWAY. A LIVE LOADS AND CONCENTRATED LIVE LOADS PER FBC TABLE 1607.1 PAVERS EL Ll z < z 5. EXISTING STOCKADE FENCE AROUND PROPERTY. Lij 0 2501 li 249.9S A(MEASURED) 0.3 0.3, V BLOCK Th`ililM ZONE 1"k -rFOR-M-ATION Comm wi S 83'52*12" W 49.94- (MEASURED) LEGEND: 50.00' (PLAT) ( UNLESS SPECIFIED BY THE ENGINEER OF RECORD) 0 -WT 1/2-REBAR PC - POINT OF CURVATURE STAMPED PSM)l PT - POINT OF TANCENCY < 7th STREET 4) -FOVNII'll (40- RICHT OF WAY) NO" , 'A PRO - POINT OF REVERSE < (11i M OTi POTED) CURVATURE il exe CONCRETE MONUMENT PCC - POINT OF COMPOUND NOTE: THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITHI CURVATURE AJC - AIR CONDITIONER d: -X- FENCE 0 - CONCRETE A, AND MEETS THE REQUIREMENTS OF SECTION 1600 OF THE U) Ray Thompson GUARDIAN 2010 EDITION OF THE FLORIDA BUILDING CODE. 0 SURVEYING. inc. TME &TRUST,INC IGC*V Me D1$rAAl�?L Yq� IM Ill PAM 0 Li THIS BUILDING IS NOT LOCATED IN THE WIND BORNE DEBRIS REGION 4813 PhIpill ifthmAy,SLft 210 MCUUNV=FWWA,3= Lj Jadwon4kill Fkdde 3M (Phone)904,44"125 PHOM 904-M-1162 (Fox) Wt44ii FAX-904-992-1169 0 ol JOB # 2M1O DATE OF FIELD SURVEY: 2-18-2014 SCALE: 1" = 2 ' BASIC WIND SPEED (M.P.H. 3-SECOND GUST) 130 MPH CERTIFICATE NOTES: I., BEARINGS ARE BASED ON THE ASSUMED Bill OF I HEREBY CERTIFY THAT THIS SURVEY WAS MADE UNDER MY RESPONSIBLE CHARGE AND MEETS THE MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA ALONG THE EASTERLY BOUNDARY LINE OF Sill PARCEL. BOARD OF PROFESSIONAL SURVEYORS AND MAPPERS IN CHAPTER Ill FLORIDA sWIND EXPOSURE CATEGORY. B I. By GRAPM PLO"NG ONLY THE CAPTIONED LANDS LIE WITHIN FLOOD ZONE ADMINISTRATIVE CODE,PURSUANT TV SECTION 472-OM FLORIDA STATUTES. X ' .. . - AS SHOWN ON THE NATIONAL FLOOD INSURANCE MAP, 1UNE 3. 2013. COMMUNITY NUMBER: 120077 PANEL 0409 H 1 THIS SURVEY REFLECTS ALL EASEMENTS & RIGHT OF WAY AS PER RECORDED PLA,r ft/OR TITLE COMMITMENT IF'SUPPLIED. UNLESS OTHERWISE STATED. NO OTHER TITLE VERIFICATION HAS BEEN PERFORMED BY THE UNDERSIGNED. RAYMOND THOMPSON * BUILDING CATEGORY: ENCLOSED THIS SURVEY IS NOT VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATI)RE REGISTERED SURVEYOR AND MAPPER # 6148 STATE OF FLORIDA AND AUTHENTICATED ELECTRONIC SEA- LICENSE BUSINESS No. 74B9 LAND SURVEYS 0 CONSTRUCTION SURVEYS 0 SUBDIVISIONS * BUILDING RISK CATEGORY- Il INTERNAL PRESSURE COEFFICIENT: ±.18 REVISIONS REVIEW 7-03-14 T 7 V PERMI -10-14 COMPONENT & CLADDING ( P". S. F. ) '�j SIZE END ZONE (5) INTERIOR ZONE (4) CONTRACTOR SHALL VERIFY ALL Vermey Architect CONDITIONS AND DIMENSIONS (S. F. POS. + NEG. POS. + 'NEG. AT THE JOB SITE AND NOTIFY THE 420 Third St. South ARCHITECT OF ANY DIMENSIONAL ERRORS, OMISSIONS OR DISCREPANCIES BEFORE 0-20 18. 3 24. 5 18. 3 19. 8 Jacksonville Beach, fl. BEGINNING OR FABRICATIING ANY WORK. 1:1 20- 50 17. 5 22. 8 17. 5 19. 1 THESE DRAWINGS ARE THE (904)246-1150 PROPRIETARY WORK PRODUCT AND PROPERTY OF VERMEY 50- 100 16. 4 20. 6 16. 4 18. 0 ARCHITECT, DEVELOPED FOR THE DATE 6-30-14 Drawn 5y: Rciviewed By: EXCLUSIVE USE OF VERMEY DRAWN BY SCH SCH ARCHITECT. USE OF THESE 100-200 15. 5 19. 1 15. 5 17. 1 DRAWINGS AND CONCEPTS CONTAINED THEREIN WITHOUT CHECKED BY Draw Date: Print Date: SHEETNO. OF THE WRITTEN PERMISSION OF 6/30/14 7/10/14 VERMEY ARCHITECT IS 200- 500 14. 7 17. 4 14. 7 16. 3 PROHIBITED AND MAY SUBJECT Page: YOU TO A CLAIM FOR DAMAGES Lic.Ni AR4630 FROM GERARD VERMEY. CS CS i POOL 8HAPt 2 SIZE 3 DEPTHS 4 CAPACITY 5 STEP S BENQH(ES,),( 6 SWIMOUT 71 SUNSHELF C-1-%- P D C S S S8 HANDRAIL(S) T'-1 C .9 _GRABRAIL(S) 10 LIGHT(S) 11 TILE_ 12 CONCRETE.DECKING SO FT. 13 PAVERDECKING 9-eorW-,c-- SO FT. 14' PUMP VA1Z,A,CLC. SX�Ev H.P. 15 FILTER PC14M"w- 15 CHLORINATOR 17 SKIMMER(S) 18 MAINDRAINS. (1) c-WA 19 RETURNINLETS/?�,' .20 FLOOR S�YSTEIIM 21 -AUTOMATIC CLEANEF1 22 RAISED DECK 23-WATER FEATURE(S) SeC 24 UNBRELLA SLEEVE(s) 25,. HEATE R 2 GAS HOQK-.UP Y 12 r7 6 27, QECO-,DRAIN -28, CLEANING iE6UIPMENT_ 29 LEAF SKIMMER WALL BRUSH TEST Kit HOSE A- POLE SfART-UP CHEMICALS IVACUUM 30,1,SPA INFORMATION(QONCREfE) ffe S?,P, & I eg' Sl;tE--7 (21 C' "Pz 9 JETS BOOSTER-PUMP CT HEAftA+---0'?ru "I- CQYER t Z' < P"3 LIGHt,,,(!? SPILLOVER(?-,�'N L _5�p HER 5p� -, - 'OT 31 ADDITIONAL SPECIFICATIONS: "t0t NO A" C. ACCESS �T`TEROF P'ERS, LE -1 a c ELEVATIONS TREE REMOVAL 1Z DIRT REMOVAL /+ CEMENT REMOVAL 0 C-4-f-t ods Scale4/01--t ELECTRICAL HOOK-UP THE BATTS COMPANY A SWIMMING POOL FOR General&�wirnrning Pool Contractors POOL SPECIFICATIONS tre' -Jacksonville Beach,FIL 32250 C:)IS'�_l A 1602 N.3rd S et the 1 _jR t -7-r�_k sv?'f_� �ff-' Vlbdft (904)246-2455 DESIGNED BY CGC055163 FA)�(904)249-0457 C PC 037046 DATE OFFICE J 'GENERAL NOTES 1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAIi S,SEE CONTRACTOR'S POOL PLAN 2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLOR DA BUILDING CODE 2010 AND FLORIDA BUILDING CODE LADDER RESIDENTIAL 201 f!TOGETHER WITH LATEST REVISIONE AND ANSUNSPI NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND ANSI/tISPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. 3. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING N$F APPROVAL UNLESS OTHERWISE NOTED. MINIMUM r,'EINFORCEMENT#3 TYPICAL POOL STO 8'DEEP SEE STRUCTURAL NOTE 5 z. CROSS 4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR BARS SPAOED 12"O.C.E.W. BRACE REQUIRED SETBACK AREAS. POOL CONTRACTOR AND OR OWNER SHALL VERIFY LAYOUT AND ALL TYPICAL RECOMMENDED DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. ;zr 5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND SHOTCRETE STEPS OR ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH I.00AL REGULATIONS AND ORDINANCES. F 6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARYFENCING AROUND CONSTRUCTION AREA TO BENCHES AS NEEIIED---__________, PREVENT UNAUTHORIZED ENTRY INTO POOL AREA. 7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOSPHERIC BREAK WILL BE PROVIDED. IF ESCUTCHEON PLATE -3%6" \-WATER -4ATE3'. AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFILOW PIREVENTER WILL BE REQUIRED ON THE POTABLE WATER LINE USED TO SUPPLY THE POOL. LEVEL 8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETA LS OUTLINED IN THESE DRAWINGS ALSO RELATE TO RADIUS ANCHOR SOCKET SPA CONSTRUCTION. EXTRA TRANSVERSE UNDISTURBED 9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED REINFORCEMENT43 UY LENGI 11 SOIL(NO VOIDS) OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE S-iUT OFF WITHOUT ADJUSTING THE THERMOSTAT SPACED ON 12"CENTERS LADDER TREADS SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST BETWEEN MAIN BARS, 14"-19' SHALLBE COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. CENTERED ON TRANSITION(MAY RUBBER BUMPER SLIP-RESISTANT 10, TO EMPTY THE POOL FOR ANY REASON,THE HYDROS TIC UPLIFT PRESSURE MUST BE ELIMINATED. THE BE ELIMINATED IF NO 143 DIAGONAL,E W.AT DRAIN POOL WALL OWNER MUST CONSULT A CONTRACTOR EXPERIENCE[i IN ELIMINATING UPLIFT PRESSURE. CONTRACTOR TRANSITION EXISTS) SIMILAR TO LIGH NICHE DETAII SHOULD CONSIDER INSTALLATION OF GRAVEL BED Wil H 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 11 S COMPLIANT SAFETY COMPONENTS SHALL BE IN LONGITUDINAL POOL SECTION TYPICAL SWiMOUT DETAIL LADDER DETAIL PLACE PRIOR TO FILLING OF THE POOL. NTS N.T.S. N.T.S. 12. CODE VIOLATIONS FOUND DURING INSPECTION ARE RE QUIRED TO BE CORRECTED. PLANIPERMIT ISSUANCE DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND WATER TABLE OR POTENTIAL PERCHED WATER INTER'iECTS THE POOL DURING ANY PERIOD OF ANY GIVEN YEAR. STRUCTURAL NOTES FLOOR REINF.AS PER ADJUSTABLE FLOOR INLET. STANDARD PLAN 1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REINFORCING SHALL BE#3 BARS AT 12"ON AFTER FULL CLOSE,BACK OPEN THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND :LOORS UP TO 6 FEET DEPTH. BETWEEN 6'AND 10'. FINISHED POOL 1/2 TURN.(FLOOR INLETS SHALL THROUGH SCH40 PVC PIPE WITHOUT EXCEEDING THE USE#3 BARS AT 6"ON CENTER VERTICALLY IN THE AR OVER 61N DEPTH. (ALTERNATE: #4 BARS AT 16" L FLOOR BE FLUSH WIT H POOL FLOOR.) MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) ON CENTER EACH WAY WITH 20"LAP JOINT IN WALLS A qD FLOORS UP TO 6 FEET IN DEPTH;BETWEEN 6' AND 10',USE#4 BARS AT 8"ON CENTER VERTICALLY IN THE AREA OVER 6'IN DEPTH). NOTE APPLIES TO PIPE SIZE 6 FT/S 8 FT/S 10 FT/S I-TOPUMPI I NORMAL,NON-EXPANSIVE SOILS ONLY. NORMAL SOILc ARE ASSUMED TO POSSESS EQUIVALENT FLUID PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. If CONCRETE IS CAST AGAINST BARE EARTH V 16 GPM 21GPM 26 GPM WITHOUT SEPARATION BARRIER,MINIMUM COVER SHA_L BE 3";WITH A BARRIER(STEELTEX)BETWEEN ly2` 37 GPM 50 GPM 62 GPM 2-#3 BARS BENT CONCRETE AND EARTH,MINIMUM COVER SHALL 8 E2". SUPPLY HEADER 2" 62 GPM 82 GPM 103 GPM AS SHOWN EACH 2. REINFORCING STEEL SCHEDULE IN NOTE#1 ABOVE API'LIES TO POOL WALLS Wl 5-1/2"THICKNESS AND HEAD WAY AND LAPPED FLOORS WITH 5-1/2"THICKNESS. STEEL SCHEDULE MU 3T BE REVISED FOR WALLS OR FLOORS THICKER 1 1/2"DIA. 18"WITH FLOOR ZV2 88GPM 117 GPM 146GPM HYDROSTATIC RELIEF THAN5-1/2". FLOORS AND WALLS SHALL BE CONSTRUCTED OF PNEUMATICALLY APPLIED CONCRETE WITH REINFORCEMENT. A COMPRESSIVE STRENGTH OF 4,000 PSI IN 28 DAYS. C ONCRETE DECK SHALL BE 2,500 PSI. CONCRETE E 3" 138GPM 181 GPM 227 GPM PIPE BOTTOM 12" MIN.a' C PERFORATED.(SEE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318 MINIMUM WALL THICKNESS MUST BE INCREASED ONCREfE ENCASEMENT OCCURS 313 GPM 392 GPM GENERAL NOTE 13) CLEARANCE 0 LY Tj T THE RETURN FITTING. 4" 234 GPM FOR DEPTHS GREATER THAN 60". NOTE APPLIES TO"N)RIVAL"SOILS ONLY. �O ON L fYA I - L FROM EARTH 61, 534 GPM 712 GPM 900 GPM t 3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE COMPACTED TO PROVIDE A I -R., STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION 3/4"-1-1/2" SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL POOL FLOOR INLET DETAIL PUMP SIZE WILL VARLY DEPENDING ON THE PUMP DRAIN ROCK AND PROPERLY COMPACTED. WHERE UNSUITABLE MArERIAL CANNOT 13E REMOVED,THE POOL MUST BE N.T.S. SPECIFICATION AND THE TOTAL DYNAMIC HEAD FOR THE REDESIGNED. SPECIFIC POOL NEEDS. -z:I 4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 F SF,1500 PSF FOR FREESTANDING WALL. F 5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR"'HE SAFETY OF EXISTING STRUCTURES. 24"SQ CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITNG STRUCTURES HAVE THE POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL OR VICE VERSA. N DRAIN DETAIL 6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED i kND PLACED ACCORDING TO UBC SECTION 1922 AND N.T.S. 0) 7. SHOTCRETE SHALL NOT BE APPLIED IFAMBIENT AIR TEMPERATURE IS LESSTHAN 40FAND FALLING,ORIF -4. ACt506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SH)d-L NOT BE LESS THAN FIVE TOONE. TEMPERATURE IS GREATER THAN 100F. NEVER APPLY 3HOTCRETE IN HEAVY RAIN. WATER LEVEL(CENTER 8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER P IOR TO SHOTCRETE APPLICATION TO ALLOW LINE OF SKIMMER) HYDRATION AND LIMIT RAPID DRYING OF CONCRETE,A14D TO COOL REINFORCEMENT STEEL. 9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOTCRETE,THE FLOOR SHALL BE POURED PLAN EVIRES ONE YEAR FROM THE PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTC IETE FLOORS,APPLICATION SHOULD COMMENCE IN PLUGGED SIGNATURE DATE OR THE UMCTrVE RESIDENTIAL SWIMMING POOL EQUALIZER PORT DATE OF A MAJOR FLORIDA BUILDING CORNERS AND WORK TOWARDS THE CENTER OF THE F OOL FOLLOWING WALL CONSTRUCTION. CODE CHANGE WHICHEVER IS SOONER 10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THESIDES AND BOTTOM OF THE POOL EXCAVATION TO PUMP SUCTION MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT OF SHOTCRETE, GENERAL NOTES AND 11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. U P SPLICES SHALL BE AT LEAST 40 BAR DIAMETERS. VACUUM FITTING-SEE NOTE 3 BELOW UBC SECTIONS 1907,1912,AND 1924 SHALL BE USED AS A GUIDELINE. DETAILS 12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DIRECTION,NOT SIDE-BY-SIDE NOTES: PERPENDICULAR TO SPRAY. 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS IN THE LID,THROUGH AN 110 0 6v-lai 13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTA14CE FROM THE INSIDE SHOTCRETE FACE TO REBAR ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. i ONVILLE, L 3 224 THE BATTS COMPANY SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MINUS 3". 2. EQUALIZER PORT SHALL BE PLUGGED. /90�-223-9 X: 8 6 6�83f9 2*3&.C�- 14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL,1 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" 4-1 CPC037046 - CGC055163 -#4 BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORD R TO MAINTAIN A MINIMUM 2.5 INCH SPACING. AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A 1602 NORTH 3rd STREET 15, UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOV ER OUTSIDE CORNER OF THE BOND BEAM SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. PROVIDED A MINIMUM OF 1.5"CLEARANCE IS MAINTAINED BETWEEN THE PIPES AND ANY PARALLEL JACKSONVILLE BEACH, FL 32250 REINFORCEMENT. (904) 246-2455 (904) 249-0457 16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL COI IDITIONS ARE ENCOUNTERED. X, 17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION SKIMMER AND VACUUM FITTING DETAIL ;1_1 DWG,By: RR]W SHOULD HAVE WALL DRAJNAGE INSTALLED TO PREVEN-'BUILD-UP OF HYDROSTATIC PRESSURES. E NOT TO SCALE SHEET 1 OF 5 APPROVEDBY: JEL/ 3"MIN.(TYP.) EXPANSION JOINT B"Al" IL DECK SLAB 6.. '7� —1 2! VINYL DECK SLAB 1/2'.WHITE VINYL JOINT WATER LINE TILE, STRIP(N/A FOR PAVER GLAZED,MIN.4" DECKS) -.*--TILE 1-7 CONCRETE DECK(OPTIONAL) SEE STRUCTURAL NOTE 15 ALTERNATE LOCATION OF WITH SLIP RESISTANT TOPPING BOND BEAM REIN.343 BOND BEAM BAR(T4P) ON COMPACTED GROUND WITH BARS(TYP.FOR ALL ALL ORGANIC MATERIAL BOND BEAMS) REMOVED.4"THK.WITH FIBER MESH.6"WITH#3 REBAR TYPICAL WALL RETURN.OR VACUUM FITTING,WITH z z 0 3 3 EA#3 REBAR CONTINUOUS 18" V ATER STOP FLANGE L)0 CANTILEVER DECK DETAIL COPING DETAIL LAP SPLICES AS NECESSARY L GHT FIXTURE& MA— 2 N.T.S. N.T.S. 3.1 NICHE MIN.. F -6"WHEN H-3'-0" RADIUS INCREASES 6"FOR EACH l'OF DEPTH<6.0" 2-#3 EACH WAY F z 2'-0"WHEN H-5'-0" F ADIUS INCREASES VFOR EACH VOF DEPTH 5'-0" 5-1/2" STD.REINF,� Q ARTZ AGGREGATE PLASTER FINISH SHOTCRETE WALL EXPANSION JOINT DECK SLAB #3 REBAR(9 12"O,C.B.W.MI 14— COVER 3"(EARTH SIDE),2" 5-1/2"SHELL THICKNESS (POOLSIDE). REFERTO F STRUCTURAL NOTE#1 FOR LIGHT NICHE DETAIL BEND DOWN co -L NOTE 15 BEAM REIN. S'TYP F. ALL ON S)t r F F F ALTERNATE SCHEDULE. 2-#3 t BOND BEAM BARS N.T.S. TYPICAL POOL WALL SiECTION #3 BAR BEND SCALE;N.T.S. ASSHOWN 343 MINIMAL BOND BEAM SKIMMER DETAIL N.T.S. SPA WALL N.T.S. SCHEDULE NOTE" MAYBE USED WITH SAND,GRAVEL,OR ROCK CONCRETE SOIL CONDITIONS ONLY. DEPTH OF THICKNESS WATER FT INCHES 0"MIN. z WATER ALTERNATE 3.0 5-1/2" 6"MAX. TROUGH 12" PLUMBING 3.5 5-1/2" SEE SPA WALL SCH. AT GRADE LOCATION SEE STRUCTURAL AT GRADE 4.0 8 61, NOTE15 4.5 10 2-#3 BARS 5.0 10 (OR I-#4 BAR) WATER TROUGH OR ELEVATED HORIZ.REIN.#3 BARS 6 bE—I Mr VERTICAL REINFORCEMENT#3-12 O.C.FOR FREE STANDING INCH CENTERS AT 5-1/2"WALL THK. WALLS TYPICAL REINF. OR VERT.REINF.SEE SPA 12"D.C.E.W. CONSULT ENGINEER FOR REINFORCEMENT AT GREATER THK. WALL SCH. NOTE:GREATER WALL THICKNESS PIAN EXPIRES ONE YEAR FROM THE SIGNATURE DATE OR THE IMCTffB (T)OR DOUBLE CURTAIN DATE OF A MAJOR FLORWA BIJUDING REINFORCEMENT MAY BE USED IF RESI MMING POOL REQUIRED FOR AESTHETICS OR — — — SHEER DESCENT DETAIL CODE CHANGE WHICHEVER 18 SOONER DE!NTIAL SWI PLUMBING N.T.S. FLOOR REINF.CONT. STRUCTURAL DETAILS FROM SPA TO POOL MIN.15"LAP EITHER 0'� DIRECTION vc&A&tpwj SPA DETAIL 7. N.T.S. S N LE,FL32 THE BATTS COMPANY V4-2 3-9773 FAX: 866- 3 % CPC037046 - CGC055163 16021 NORTH 3rd STREET JACKSONVILLE BEACH, FL 32250 4,6 245 (904) 2 5 (904) 249-0457 02 DVVG.BY: RRW NOT TO SUALL SHEET 2 OF 5 APPROVED BY: JE qNA Tf MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) 3-0"MIN.(EDGE OF OUTLET) N- SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP -E OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL PARALLEL OUTLETS TO TWO PUMPS NOTES: PUMPS IN PARALLEL 1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET:ROM 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. SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS 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,I.E.ONE(1)ON THE BOTTOM AND ONE(1)ON THE VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS. ANY SHAPE DUAL SUCTION OUTLET ARRANGEMENTS 4mli;i TO"MIN.(EDGE OF OUTLET) 3-0"MIN.(EDGE OF OUTLET) TO"MIN.(EDGE OF OUTLET) 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"VATH CORNERS OF RADIUS 4". L--C= SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS 2"90-BEND(TYP. VELOCITY 6 FT 5 2"TEE OF 2) SCH 40 SCH 80 12"AIR GAP(MIN.)SEE SUCTION PIPE MAX FLOW MAX FLOW OUTLETS IN PARALLEL OUTLETS IN PARALLEL OUTLETS IN PARALLEL NOTE 8 DIAMETER (GPM) (GPM) SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING 2" 63 55 2 112" 90 79 NOTES; MAXIMUM UNDERWATER 3" 138 124 1 1* THE OUTERMOST OUTLETS SHALL BE SEPARATED BY A IINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. 4" 238 215 2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLE1 S SHALL BE LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS VATH FLOW OUT OF THE BRANCH OF THE TEE. LENGTH OF VENT PIPING:30 61� 1 —�40 3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRAI-ES SHALL BEAT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. FEET FROM TEE ON SUCTION PIPING TO AIR GAP SCREEN VENT TO PROHIBIT I INSECT ENTRY OR CLOGGING. THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET I LABEL VENT AS FOLLOWS:"POOL SAFETY DEVICE-00 NOT HANDLE" NOTES: TO SUCTION PIPING 2"VENT PIPING DEBRIS OUTLET MOUNTED I. ALL COVERSIGRATES SHALL COMPLY WITH ANSUASME Al�2.19.8-LATEST "SUCTION FITTINGS FOR USE IN IN POOL FLOOR SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS. RECOMMENC=D: GRATES SHOULD BE INSTALLED VENT LINE DETAIL WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 F T/S THROUGH THE GRATE(S). 2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSI/APlP-7,LATEST. THE FOLLOWING METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSF-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 Ut BLOCKABLE SUCTION OUTLET PIAN EXPIRES ONE YEAH FROM THE SIGNATURE DATE OR THE EMCTIVE SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONFORMING TO ASME/ANSI SEE NOTE I BELOW DATE OF A MAJOR FLIDREDA BUELDING RESIDENTIAL SWIMMING POOL Al 12.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSUASME Al 12.19.8-LATEST CODE CHANGE WHICHEVER IS SOONER AND ASTM F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLET SUMPS IN SERIES;1)OR /,j OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/Al ISP-7 AND IS APPROVED BY THE AUTHORITY HAVING JURISDICTION. CIRCULATION LINE TO LEAF SUCTION OUTLET NOTES 3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTIO NI OUTLETS)SHALL BE SIZED TO CANISTER/RECIRCULATION ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF PAIR IS BLOCKED. ALL OTHER PUMP -+T AND DETAILS SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGF T(8)FEET PER SECOND. MINIMUM PIPE LENGTH 18" 4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING,BROKEN,OR LOOSE. NOTE: C ViAwiftharitw. .PeB o 5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY SONV LE,FL 32 'THROUGH A COMMON LINE TO THE PUMP. 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) / .. I THE BATTS COMPANY 6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUC TION PIPE EXITING OUTLET. ONE(1)ADDITIONAL SUCTION OUTLE r WITH A LISTED COVERiGRATE LOCATED A MINIMUM OF 181,FROM THE 223-9773 FAX: 866- SUCTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S);B)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED 7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE CPC037046 - CGC055163 CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF TH COVER/GRATE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM. 1602 NORTH 3rd STREET SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTUR=-R TO CONTROL FLOW THROUGH THE OPEN AREA OF THE COVER/GRATE. JACKSONVILLE BEACH, FL 32250 (904) 246-2455 (904) 249-0457 OUTLET SUMPS IN SERIES DVVG.BY: RRW NOT TO SCALE SHEET 3 OF 5 JEL 2TtIA vi — — APPROVED BY: #3 BAR CONTINUOUS #3 BAR CON fINUOUS SWALE FOR 1#3 BAR 1#3 BAR PAVER BRICK DRAINAGE VERTICALLY 1#3 BAR VERTICALLY @ 36"ON CENTER 4"CONCRETE DECK VERTICALL f @ PAVER BRICK 36"ON CENTER 36"ON CE�TER !4 .,4 ER BRICK V 3 E 6- R E T 'AR CALLY @ #3 BAR VE TICALL N ENTER :ECD( 36. 0 N CE� C Mp 4.OR 4'OR 11 COMPACTED CO' MPAC TED 'T < COMPACTED M T FLATTER MATERIAL z MATERIAL 4'QR MATERIAL FLATTER d...'. D B 4. 1#5 REBAR INiSHED .'. . A ., 11 FNOTI FINISHED CONTINUOUS.' 0 B= 1#5 REB,��'��`:' . )U4A 1#5 REBAR CONTINUOUS.: GRADE FINISHED CONTINUOUS GRADE ALTERNATE PAVERS ON TURNDOWN ALTERNATE PAVER LOCATION 07LD GR DUND 4"0 PILASTER EVERY OLD GROUND 4"01 7PILASTER EVERY &WITH 1#3 REBAR 5'WITH 1#3 REBAR CONCRETE DECK TURNDOWN PAVER DECK TURNDOWN GENER4,L NOTES OWN AND GROUND AWAY FROM TURNDOWN IS LEVEL(>4 TO 8. A DECK TURNDOWN IS NOT INTENDED TO BE A SUBSTITUTE FOR A RETAdNING WALL. IF THE VERTICAL D\DIMENSION 1. DETAIL IS BASED ON NO SURCHARGE BEHIND THE TURND FROM THE TOP OF THE CONCRETE DECK TO THE OLD GROUND REACHES 22.5"(FOR A 12"TURNDOWN)OR 33!'(FOR AN 1) TURNDOWN MAY ABUT RIBBON FOOTER AND BE TIED INTO FOOTER IF APPROPRIATE,WITH#3 REBAR. 18"TURNDOWN)OR 43.5"(FOR A 24-TURNDOWN)FOR MORE THAN 20%OF THE TURNDOWN LENGTH OR THE FINISHED LICTURALLY SOUND SOIL(>1,500 PSF)THAT SHALL BE CEEDS 4 FEET HORIZONTALLY TO I FOOT VERTICALLY,A TURNDOWN SHOULD NOT BE USED. 2. TORNDOWN SHALL BEAR ON ROCK,CLEAN SAND OR STR TT I GRADE SLOPE EX M THE TOP OF THE DECK TO THE OLD GROUND REACHES 30�(FOR COMPACTED TO PROVIDE OPTIMUM BEARING CAPACITY AND PREVENT SE LINGORSHFTiNG 9. FOR A PAVER DECK,IF THE VERTICAL DIMENSION FRO 3. All REINFORCING STEEL IS TO CONFORM TO ASTM 615 GRADE 40. A 12"TURNDOWN)36"(FOR AN 18"TURNDOWN)OR 42"(FOR A 24"TURNDOWN)FOR MORE THAN 20%.OF THE TURNDOWN 4. CONCRETE SHALL CONTAIN FIBER MESH AND HAVE A 28 DAY STRENGTH OF 2,500 PSI, TIAL LENGTH OR IF THE FINISHED GRADE SLOPE EXCEEDS 4 FEET HORIZONTALLY TO 1 FOOT VERTICALLY,A TURNDOWN 5. ALL CONSTRUCTION TO CONFORM TO FLORIDA BUILDING CODE,BUILDING 2007,FLORIDA BUILDING CODE,RESIDEN SHOULD NOT BE USED. F THE TURNDOWN,THE SWIMMING POOL CONTRACTOR MUST 2 07 TOGETHER WITH LATEST REVISIONS. FOR DETAILS ON TURNDOWN LOCATION. 10. IF A SCREEN ENCLOSURE IS TO BE INSTALLED ON TO 0 WN WITH THE SCREEN CONTRACTOR, 6. R FER TO CONTRACTOR'S PLAN ON FILE WITH THE BUILDING DEPARTMENT EVERY 5 FEET THAT COORDINATE ATTACHMENT OF THE SCREEN ENCLOSURE TO THE TURNDO 7. IF THE TURNDOWN DOES NOT EXTEND INTO THE OLD GROUND,A 4"0 PILASTER WILL BE REQUIRED V ILL BE EITHER 2 FEET INTO THE GROUND OR TO 6"INTO THE INDIGENOUS MATERIAL,WHICHEVER IS DEEPER. THE PILASTER WILL HAVE A#3 REBAR TIED INTO THE#5 REBAR IN THE BASE OF THE VERTICAL POUR DECK TURNDOWNS (NOM.4") TYP. GRADE GRADE 811 GRADE 12" co 2#5BAR 1#5 BAR CONTINUOUS CONTINUOUS -g- ;EffL NO FOOTER 8"x 8" FOOTER 8"x 12"FOOTER PLO Upws on YEAR FROM nm SIGNATURN DATE OR="FEC'M RESIDENTIAL SWIMMING POOL DATE OF A MAJOR FLDRIDA BUMDING FOOTER NOTES: GRADE 12" CODE CWGII WIUCMM IS SOONER DECK AND FOOTER t: 1. FOOTER SHALL BEAR ON ROCK, -LEAN SAND OR STRUCTURALLY SOUND SOIL DETAILS (>1,500 PSI)THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM BEARING a Of CAPACITY TO PREVENT SETTLIN& 7 2. CONCRETE SHALL HAVE A 28 DA(STRENGTH OF 2,500 PSI WITH FIBER MESH 2#5 BAR T OUS s THE BATTS COMPANY xloWWMESH. CONTINUOUS 'llu p OR 6x6-1 0 04-2 .9773 F 9236 3. 3#3 BARS IS EQUIVALENT TO 1#5 BAR. CPC037046 — CGC055163 4. AN ALTERNATIVE TO A CONCRE E DECK IS BRICK PAVERS PLACED EITHER OVER THE TOP OF THE FOOTER OR ABUTTING THE FOOTER. 12"x 12" FOOTER z 1602 NORTH 3rd STREET 714 JACKSONVILLE BEACH, FL 32250 5. IF A SCREEN ENCLOSURE IS TO 3E INSTALLED,THE SWIMMING POOL INAE CONSTRUCTION OF ANY REQUIRED CONTRACTOR MUST COORD —2455 (904) 249-0457 (904) 246 FOOTER WITH THE SCREEN CON TRACTOR. OVVG.BY: RRW OR TYPICAL FOOTER DETAILS NOT TO SCALE SHEET 4 OF 5 APPROVEO BY: JEL V4 TRANSFORMER REQUIRED FOR ENERGY EFFICIENCY NOTES. NOTES: LOW-VOLTAGE INSTALLATIONS ONLY I. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND I. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON ACCORDANCE WITH NEC ARTICLES 250 AND 680. ELECTRICAL ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: CONTRACTOR SHALL COORDINATE WITH GENERAL CONTRACTOR TO ------------------------------------- l.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION ENSURE THAT ALL METALLIC PARTS OF THE POOL STRUCTURE,INCLUDING 1 b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY THE POOL SHELL AND DECK REINFORCING BARS AND ALL OTHER METAL POOL SYSTEMS PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND TOGETHER 7Z/// l.c. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ON-SITE RENEWABLE REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS TO //I///-Ile, GENERATION POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL /T/7 7111111111_1.11L!!Ll� ///////-/-Z/// 2. HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE PARTS INCLUDE,BUT ARE NOT LIMITED TO LADDERS,RAILINGS,PIPING, EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A CONDUIT,METAL DOOR FRAMES AND METAL PARTS WITHIN 5'OF INSIDE LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: WALL OF POOL. CONNECTION SHALL BE EXOTHERMIC WELD,LISTED 300 Wi kTT REFERTO PRESSURE CONNECTORS OR CLAMPS AS APPLICABLE. GROUND STEEL �UNDERWATER NOTE 4 OUTDOOR POOL$DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN COLUMNS(I.E.FOR TOWERS OR SLIDES)PER NEC ARTICLE 250 AND 680 Z/ 31 MIN.FROM INSIDE WALL LIGHT AND NFPA 780. IF REINFORCING BARS ARE ENCAPSULATED WITH A NON OPERATING SEASON. 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS: CONDUCTIVE COMPOUND,CONTACT ENGINEER BEFORE PROCEEDING. R 3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC START INDUCTION RUN TYPES 3.b. POOL PUMPS AND POOL PUMP MOTORS WITH A TOTAL HORSEPOWER(HP)OF ARTICLES 250 AND 680. IN ACCORDANCE WITH THIS,UNDERGROUND T WIRING SHALL NOT BE PERMITTED UNDER THE POOL OR WITHIN 6 GREATER THAN OR EQUAL TO I HP SHALL HAVE THE CAPABILITY OF OPERATING AT HORIZONTALLY FROM THE INSIDE WALL OF THE POOL UNLESS THIS WRING TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE. IS NECESSARY TO SUPPLY POOL EQUIPMENT PERMITTED BY NEC ARTICLE 3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST 10'FROM THE INSIDE POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED WALL OF POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL SHALL HAVE BONDING CONDUCTOR. SHALL BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE GFCI PROTECTION. ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL BE REFER TO NOTE#7 GFCl PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR SUSPENDED OVER POOLS SHALL BE NOT LESS THAN IZABOVE MAXIMUM 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE WATER LEVEL, :zz/ SOLAR HEAT GAIN. 3. IF APPLICABLE,PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V ,Z1 ,Z11 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH APSP-115,"AMERICAN NATIONAL ST UNDERWATER LIGHTING CIRCUITS LESS THAN VIN LENGTH. FOR 12V SPA ENERGY EFFICIENCY." ANDARD FOR RESIDENTIAL SWIMMING POOL AND CIRCUITS VTO IVIN LENGTH,PROVIDE#8 AWG CONDUCTORS AND --------------------- . ............n ----------– ------ GROUND. FOR 12V CIRCUITS GREATER THAN 15',BUT LESS THAN 26 IN LENGTH,PROVIDE#6 AWG CONDUCTORS AND#6 GROUND. NO 12V BONDING GRID. TO GROUND FAULT CIRCUIT CIRCUIT SHALL BE MORE THAN 25'IN LENGTH. REFER TO NOTE#6 INTERRUPTER THEN TO POWER SOURCE WITH TRANSFORMER 4'MIN. 4. ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE 125-VOLT TYPICAL SWIMMING POOL BONDING GRID PLAN 15-OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH JUNCTION BOX 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 RIGID,IMC OR NON METALLIC RECEPTACLE SHALL BE LOCATED NOT MORE THAN 6 FT.8 IN,ABOVE THE #8 AWG COPPER WIRE CONDUIT FLOOR,PLATFORM,OR GRADE LEVEL SERVING THE POOL(NOT 11MECLOCK APPLICABLE TO INDOOR POOLS WHERE COMPLIANT RECEPTACLES ARE BRASS OR NON METALLIC AVAILABLE). NVVL TO SERVICE PANEL CONDUIT OR APPROVED EQUIVALENT 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH S SPST PST TOGGLE To L JUNCTION WITCH CHEMICAL EQUIPMENT,IF APPLICABLE. BOX SWITCH UNDERWATER LIGHTS SHALL BE NEC.APPROVED 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED 4'MIN. DISCONNECT AND SHALL FEATURE STAINLESS STEEL FORMING WALKING SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE SHELL WITH 81;VkGS MOUNTING RING. SHELL SHALL POOL AND/OR SPA FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID HAVE A 1"NPT CONDUIT WITH OPENING PACKING MAY BE COMPOSED OF STEEL REINFORCING RODS(REBAR),OR#8 BARE, 8T FUMP GLAND. LIGHT SHALL BE HOUSED IN A STAINLESS SOLID COPPER CONDUCTORS.a X 8 X 10 WELDED WIRE FABRIC(MESH)IS STEEL ENCAPSULATION BOLTED TO A CHROME ACCEPTABLE WHEN PROPERLY INSTALLED ON CHAIRS AND EACH SECTION POOL DECK NOTES: PLATED FACE RING FOR COMPRESSING OF A 36G' IS CLAMPED NTH APPROPRIATE LISTED DEVICES AND/OR#8 SOLID 12 V TRANS. DOUBLE WALL SYNTHETIC GASKET. COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION 1. ALL ELECTRICAL SHALL CONFORM WITH ART 680 NEC LATEST. MUST BE IN ACCORDANCE WITH 680-,26(C),NATIONAL ELECTRIC CODE(NEC) 43#12 IN Y2"COND. 2. BOND ALL SHEATHED CABLES,RACEWAYS,METAL PIPING AND ALL SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB& -LATEST AND FLORIDA BUILDING CODE 2010 Wt LATEST AMENDMENTS. 12V/30OW WITH LOWWATER FIXED METAL PARTS NOT SEPARATED BY PERMANENT BARRIER,IF LED LAMP,300W/12V LAMP OR 120 VAC W/GFCI PER 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID WITHIN 5 FT HORIZONTALLY FROM WATER,12 FT VERTICALLY OF NEC DEFINED IN NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUCTOR CUT-OFF OR 120 VAC W/GFCI MAX WATER LEVEL. #8 AWG PRESSURE GROUND MADE OF A SINGLE#8 AWG BARE SOLID COPPER WIRE BURIED TO A PER NEC CONNECTOR TO COMMON MINIMUM DEPTH OF 4 INCHES TO 6 INCHES BELOW SUBGRADE AND 18 BONDING WITH REINFORCING INCHES TO 24 INCHES FROM INSIDE WALL OF THE SWIMMING POOL OR SPA. ELECTRICAL DIA13RAM STEEL OR PLUMBING THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR EQUIVALENT TO COMPLIANCE WITH S.680.26(C)OF THE NEC(LATEST),NFPA 20,ADOPTED BY INCOMING POWER SUPPLY JUNCTION BOX(IF USED) POOL LIGHT DETAIL REFERENCE WITHIN FBC. SERVICE PANE LADDER,HAND RAJL TRANSFORMER DIVING BOARD,ETC..� POOL LIGHT POOL LIGHT NEUT RAL BAR HEATER CASE PLAN KWWS ONE YEAH FROM THE MGNATURS DATE OR THE RFIFECTM RESIDENTIAL SWIMMING POOL TO GROUND DATE OF A MAJOR FLORWA BUIDING POOL CONTROL CODE CHANGE WHICHEVER 13 SOONER PUMP METAL CONDUITS REINFORCING PANEL MOTOR GROUND EAR OR PIPING SYSTEM STEEL 1110-0111 ELECTRICAL NOTES AND NEUTRALBAR TRANSFORMER T. - DETAILS FLEXIBLE CORD (v I . 41f. qpw,�a I RAL BAR To GROUND AR ER GROUNDING TERMINAL A 0 CRT 4. 3 CONDUCTORf "9- '% THE BATTS COMPANY H-N-G PUMP MOTOR -223-9773'FAX: 86 32-1. Z, CPC037046 - CGC055163 #8 BOND TO #8 BOND TO 1602 NORTH 3rd STREET STRUCTURAL STRUCTURALSTEEL GROUNDBAR #8 B DND IN STEEL ACKSONVIUE BEACH, FL 32250 PVC CONDUIT V�CONTROL PANEL (904) 246-2455 (904) 249-0457 TYPICAL BONDING SCHEMATIC TYPICAL GROUNDING' SCHEMATIC DVVG.BY: RRVV ...... NOT TO SCALE SHEET 5 OF 5 APPROVED BY: JEL ACpAy.M — —