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HomeMy WebLinkAboutCONSTRUCTION PLANALL WORK SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 6th EDITIONS (2017) RESIDENTIAL - CHAPTER 45 PRIVATE SWIMMING POOLS ENERGY CONSERVATION CHAPTER 4 RESIDENTIAL ENERGY EFFICIENCY SECTION R403.9 SWIMMING POOLS, INGROUND SPAS AND PORTABLE SPAS NOTE: ALL LAYOUT DIMENSIONS TO BE TAKEN FROM STRUCTURE ONLY SCALE: 3/16" = 1' 39'-9" U FLOOR INLET U HANDHOLD Ak JET \rll%/ LIGHT rb SKIMMER T VACUUM LINE —WALL INLET I%07' RECEIVED MAR 2 0 2018 ST. Lucia County, Permitting 6" 6 / 6" HANDHOLD DETAIL N.T.S. LOCATE HANDHOLDS O WATERLINE (MAX. 4'-0" O.C.) 12" 1 — 3'-6" WATER LEVEL 21 j g" BENCH SECTION N.T.S. PROPERTY LINE #3'S @ 12" O.C. EACH WAY 14' 9'-6" 15' SHEER I 5'-6" [DECENT PLANTER. . 6" L HANDHOLDS +12" +24" RAISED :::.:...... (TYP OF 8) PLANTERS (TYP OF 2) 3'-6"j CONCRETE TILED LOUNGERS WATER 5 I LIr MIN. 5" LEVEL 4 BM. y 6" #TS @ 12" O.C. EA. WAY POOL WALL SUNSHELF SECTION N.T.S. 31'-7" 31 12" PROVIDE OVERFLOW LINE PROVIDE AUTO -FILL LOCATIONS TO BE DETERMINED IN FIELD NOTES POOL & SPA TO BE A & A AVSC CHANNEL DRAINS PER FBC-RESIDENTIAL R4101.17: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017. TRAVERTINE -5" 9 OFkN TILE EDGE ° e '1 24'-9" BENCH 81'-8" 0 P.L 2" VAC SPILLOVER TILE EDGE 6-4 LINE OF STEPS 18" 71'-3" TO P.L 7.-g„ 7'-9" 9' TRAVERTINE ---- 15' ---------------- [_j--- �-A \1/snvl I-j f--------------- I I ------------------------ I 4'-5" I 22'-9" 1 © I I I I toll 00 i5' I I I II RESIDENCE I 5'-7" I I I I I I II I I r-�---------------------- II I I ATINE I LJ LJ I " I ------_ 40' I 24'-5 I r------ I LIGHTED ERS I I J L I I I II COVERED (TYP OF 3) �I n 10'-1 SPECIFICATIONS POOL SIZE: 15' x 40' POOL DEPTH: PERIMETER: 140' VOLUME (GALLONS): 32988 TURNOVER RATE: 6.0 HRS. SURFACE AREA SQ. FT.: 767 POOL EQUIPMENT POOL FILTER #1 TYPE: DANDY CIJCV340 SALT GENERATOR: YES SKIMMER: O SUCTION LINE WNAC LOCK: YES WALL INLETS: POOL PUMP #11 JANDY E PUMP VS 2.7HP COLOR LIGHT: ® POOL PUMP #2: JANDY E PUMP VS 2.7HP FINISH ITEMS COPING: TRAVERTINE DECK TYPE: PA TILE: STANDARD DECK SQ. FT. 2705t EXPOSED FINISH: YES SUNSHELF: YES MUDCAP: YES BENCH: YES HANDHOLD QTY:O HANDHOLD COLOR: SPECIAL NOTES PILING POOL: NO POOL ENCLOSURE: EXISTING FENCE EXTRA FEATURES AUTOMATION: IAQUALINK 2.0 LIGHTED BUBBLERS:O 1€ 72 cDz�' SCF` NNF_L> ST. LtiCt ' COtiNTY RT,'II,T)INt ION BY RFViFVi'eD FOR COMPL E REVIEWED BY St Lucie County DATE 3Gzt I��r PLANS AND PERMIT MUST JE KEPT ON JOB OR NO INSPECTION WILL BE MADE. THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED 1Y FIELD INSPECTORS THAT MAY 31: N110116 AY IN ORDER TO COMPLY WITH ALL APPUAAA I A 00065, r 1 WCALCD I. 0T6iRS OR MAC ARE THE RUPONSIBILITY OF T MIN. 240 SQ IN. CONTRACTOR OF RECORD SURFACE AREA ---I 12" MAX (TYP) I I I I I I I I 12" 12" 4II�-18" I I SECTION 1 THRU CE ----------�/ TYPICAL SECTION THRU STEPS N.T.S. PER ANSI/NSPI-2003 6.2.2: ALL RISERS AT THE CENTERLINE SHALL HAVE A MAX. UNIFORM HEIGHT OF 12", EXCEPT THE TOP OR BOTTOM RISER, WHICH MAY VARY IN HEIGHT, BUT SHALL NOT EXCEED 12". FILE COPY I PATIO I I I POOL I I I I EQUIPMENT PAD I I I I TO BE RE DATE DESCRIPTION I II 30'-9" TRAVERTINE II LANDSCAPED " I TRAVERTINE ( I ,s ; y. 1 1/4/18 REVISED DECK I I I L_--- I PER CODE. `''' FIELD 2 3/15/18 REVISED FBC NOTES �---- ---� •- EQUIP. I I /l'------ I +,.�:•t,'c VERIFY &PAD �^ CONTRACTOR: LIQUID ART CUSTOM POOLS, LLC DRAWN BY: KS EQUIP. r DATE: 10/23/17 "i PAD a 3677 23RD AVENUE SOUTH LAKE WORTH, FL 33461 (561) 223-2276 SHEET 1 E II RESIDENCE I II C7 I I 0 owerd II II II , - MARRCELLO RESIDENCE I I I TRAVERTINE I 1 MAp '( 2U18 k 8015 PLANTATION LAKES DRIVE STF 4y .` . a ." P PORT ST. LUCIE LL --- —— — — — — — — — — ---------- - - - �O.ci , a %e� Phone: (954) 564-6214 LEGAL LOT 48 34986 Faz: (954) 564-1059 p RESERVES JOB NO. ALL WORK SHALL BE IN ACCORDANCE WITH 1" PVC FLORIDA BUILDING CODE 6th EDITIONS (2017) SCH 40 RESIDENTIAL - CHAPTER 45 PRIVATE SWIMMING POOLS UOVERfROW/ 6 ��cc,,J"II���5 * 9�6" "I "I , 2 s 4 TOP ENERGY CONSERVATION CHAPTER 4 I BEAli M BOARD RESIDENTIAL ENERGY EFFICIENCY SECTION R403.9 1 " SWIMMING POOLS, INGROUND SPAS AND PORTABLE SPAS 90' 16" NOTE: ALL LAYOUT DIMENSIONS TO g — 6 BE TAKEN FROM STRUCTURE ONLY $ 2" PVC IT IS BY DESIGN THAT THE SKIMMER BOXES INCLUDE ALL PIPING AND FITTINGS. UNDER SKIMMER TO BE EMBEDDED IN CONCRETE SKIMMER DIAGRAM N.T.S. - - - - - - - - - - - - - - PROPERTY LINE - - SCALE: 3/16" = 1' I LEGEND 4 FLOOR INLET D HANDHOLD IV, JET LIGHT SKIMMER T VACUUM LINE WALL INLET PROVIDE OVERFLOW LINE PROVIDE AUTO -FILL LOCATIONS TO BE DETERMINED IN FIELD NOTES POOL & SPA TO BE A & A AVSC CHANNEL DRAINS PER FBC-RESIDENTIAL R4101.17: ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017. FAUCET TEE J BACKFLOW PREVENTER BY 1 HOMEBUILDER I SHUT OFF VALVE PLUMBER BY PLUMBER BY POOL BUILDER I 1" STUB OUT DECK V AUTO 1 1 /2" FILL TO POOL POOL AUTO -FILL DETAILS N.T.S. 2" 2" TRAVERTINE 13FPUMP#1 TRAVERTINE n*xx 3„ 5' SHEERDECENT ® 3'6 2" i PUMP#2 2 LINE C - SPILLOVER 2" 18" kJ------------L� �J---------rf --------- ----, I II I I 2" © 2'- 2' 2� RESIDENCE I I I I I II II I I I II II I I I II II I I TRAVERTINE j L J LIGHTED L J - - - - - - (TYP OF 3) I J1 II II II II II COVERED HOUSE POOL M.D.s SKIMMERS 3" VACUUM I�-2" 3 WAY HAIR do LINT VALVE STRAINER TYP PIMP JANDY 2.7HP POOL M.D.s PL N% JANDY 2.7HP 1 RETURNS .�- 2„ JLL_L_LJ TYP. FILTER TO WASTE :SCENT 2" POOL PIPING DIAGRAM SALT GENERATOR AIR RELIEF -PRESSURE GAUGE VACUUM FITTING SHALL BE INSTALLED WITH A SPRING LOADED COVER AND LOCATED BETWEEN 6" AND 12" BELOW POOL WATER LEVEL POOL DRAINS TO BE A & A AVSC CHANNEL DRAINS SUCTION (PIPE IS SIZED TO INSURE THAT THE FLOW VELOCITY DOES NOT EXCEED 6 FPS. SEE PIPING DIAGRAM FOR SIZES) POOL MAIN DRAIN DETAIL N.T.S PATIO POOL EQUIPMENT AD LANDSCAPED RE DATE DESCRIPTION I I I TRAVERTINE TRAVERTINE PER CODE. I----�� i---------J I ,•.:,r; EQUIP. FIELDVERIFY N A &PAD EQUIP. N CONTRACTOR: LIQUID ART CUSTOM POOLS, LLC PAD o �x'.. 3677 23RD AVENUE SOUTH I I �� �/ \1t1iiIIIlAJf;?;"4 a LAKE WORTH, FL 33461 13 `ri, (561) 223-2278 II RESIDENCE II II LIRE A\ I N SHEET 2 PLUMBING MARRCELLO RESIDENCE TRAVERTINE 8015 PLANTATION LAKES DRIVE *AR ITP6E2M � PORT ST. LUCIE L--------------- --J'. a ---------- �'�✓;; ;:c�ORIdP'tC„°„`�� Fas� (954) 5646 Ot s914 F LEGAL: LOT 48 34986 ,:' w RESERVES JOB N0. I I JDHoRoN* PLANTATION RESIDENTIAL POOL NOTES GENERAL 1. ALL WORK SHALL BE IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE. 2. ALL DIMENSIONS AND FIELD CONDITIONS SHALL BE VERIFIED BY THE POOL CONTRACTOR AND THE GENERAL CONTRACTOR PRIOR TO CONSTRUCTION. ANY CHANGES OR DEVIATIONS FROM THE PLANS MUST BE BROUGHT TO THE IMMEDIATE ATTENTION OF THE ENGINEER PRIOR TO PROCEEDING. WRITTEN DIMENSIONS TAKE PRECEDENCE OVER SCALE AT ALL TIMES. 3. THE ENGINEER IS NOT RESPONSIBLE FOR ANY ENCROACHMENT INTO EASEMENTS OR SETBACKS, EVEN IF APPROVED BY THE AUTHORITY HAVING JURISDICTION. 4, INSTALL ALL EQUIPMENT PER MANUFACTURERS INSTRUCTIONS. 5. THE EQUIPMENT AND PIPING PHYSICAL LOCATION MAY DIFFER IN THE FIELD DUE TO UNFORESEEN CONDITIONS OF OTHER FACTORS. CONTRACTOR SHALL BE RESPONSIBLE TO LOCATE AND INSTALL ITEMS IN A LOCATION THAT MEETS ALL CODE REQUIREMENTS. 6. THE POOL CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURING EXCAVATION TO PROTECT EXISTING STRUCTURES. 7. THE POOL CONTRACTOR SHALL TAKE ADEQUATE CARE TO PROVIDE WEEP HOLES AND DE -WATERING PUMP(S) AND ANY OTHER METHODS NECESSARY TO PREVENT THE POSSIBILITY OF THE POOL UPLIFTING DUE TO HYDROSTATIC PRESSURE WHEN THE POOL IS EMPTY. DO NOT EMPTY A POOL WITHOUT FIRST OBTAINING A PERMIT. 8. ALL EXISTING AND NEW HOSE BIBBS SHALL BE EQUIPPED WITH VACUUM BREAKERS. 9. BACKFIWNG OF THE POOL SHALL BE DONE CAREFULLY TO ASSURE THAT NO DAMAGE TO THE PIPING OCCURS AND BACKFIWNG SHALL BE DONE WITH CLEAN SOIL FREE FROM ORGANICS AND DEBRIS AND SHALL BE COMPACTED SO THAT NO VOIDS EXIST PROVIDING A FIRM BEARING FOR THE DECK. 10. MAKE-UP WATER MUST BE FROM AN APPROVED POTABLE SOURCE AND INTRODUCED INTO THE POOL THROUGH AN AIR SPACE. DO NOT ADD WATER THROUGH A BLACK RUBBER HOSE (IT WILL MARK THE PLASTER). 11. NO FIELD SUPERVISION OR INSPECTIONS WILL BE MADE BY THE ENGINEER UNLESS SPECIFICALLY CONTRACTED FOR SEPARATELY. 12. PRIOR TO FILLING THE POOL, A 48' MINIMUM HIGH FENCE SHALL BE CONTINUOUS AROUND THE PERIMETER OF THE POOL AREA THAT IS NOT OTHERWISE BLOCKED OR OBSTRUCTED BY ADJACENT TE D CENT BUILDINGS OR STRUCTURES AND SHALL ADJOIN WITH ITSELF OR ABUT TO THE ADJACENT MEMBERS. ACCESS THROUGH THE BARRIER OTHER THAN FROM DOOR EXITS OF ADJACENT BUILDING(S) SHALL BE THROUGH SELF -CLOSING SELF -LATCHING LOCKABLE GATES OF 48" MINIMUM HEIGHT WITH THE LATCH LOCATED A MINIMUM OF 54 ' FROM THE BOTTOM OF THE GATE OR AT LEAST 3' BELOW THE TOP OF THE GATE ON THE POOL SIDE. GATES SHALL OPEN OUTWARD AWAY FROM THE POOL AREA. CONSIDERATION SHALL BE GIVEN TO THE U.S. CONSUMER PRODUCT SAFETY COMMISSION (CPSC) PUB. NO. 362 GUIDELINES. 13. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL SHALL BE EQUIPPED WITH AN EXIT ALARM COMPLYING WITH UL 2017. 14. BY USING THIS PLAN THE USER ACKNOWLEDGES THAT THEY HAVE READ & UNDERSTAND ALL OF THE NOTES, DRAWINGS, AND DETAILS HEREIN. THE USE OF THESE DRAWINGS BY THE CONTRACTOR INDEMNIFIES AND HOLDS HARMLESS THE ENGINEER FOR ALL COSTS AND DAMAGES INCLUDING LEGAL FEES RESULTING FROM MATERIAL FABRICATION, SYSTEM ERECTION AND CONSTRUCTION PRACTICES BEYOND WHICH IS CALLED FOR IN LOCAL STATE AND FEDERAL CODES AND FROM DEVIATIONS OF THESE PLANS EXCEPT AS EXPRESSLY PROVIDED HEREIN. NO ADDITIONAL CERTIFICATIONS OF AFFIRMATIONS ARE INTENDED. 15. ARCHITECTURAL AND/OR ENGINEERING EXPENSES THAT ARE INCURRED DUE TO REVISIONS OR SUBSTITUTIONS REQUESTED BY THE CONTRACTOR SHALL BE PAID FOR BY THE CONTRACTOR. PIPING 1. ALL PIPING TO BE PVC SCH-40 MINIMUM, NON -THREADED AND MUST BEAR THE NSF-pw STAMP AND MUST BEAR THE STAMP OF THE MANUFACTURER. SHALL COMPLY WITH 424.213.3, 4.24.2.8 AND 605.21 F.B.C. 2. ALL PARTS OF THE POOL PIPING MUST BE TESTED IN ACCORD WITH THE FLORIDA BUILDING CODE. ALL PRESSURE PIPING AND MAIN DRAIN PIPING MUST BE PRESSURE TESTED DURING THE TIME OF ROUTINE INSPECTION BY THE BUILDING DEPARTMENT. MINIMUM 35 PSI FOR 15 MINUTES. NON -PRESSURE GRAVITY DRAIN (GUTTERS) PIPING SHALL BE TESTED BY FILLING WITH WATER TO THE POINT OF OVERFLOW WITH NO EVIDENCE OF LEAKS THROUGH JOINTS. 3. ALL PIPING SHALL BE SUPPORTED ON 4'-0" MAXIMUM CENTERS ON EITHER CLEVIS TYPE HANGERS, WATER PACKED FILL, OR AS SHOWN IN THE WALL SECTION PIPING. 4. CONTRACTOR IS ADVISED TO REFER TO SECTION 3109.5 OF THE INTERNATIONAL BUILDING CODE AND ANSI/APSP-7 FOR PROPER INSTALLATION OF THE POOL DRAIN SYSTEM. 5. PLASTIC PIPES SUBJECT TO A PERIOD OF PROLONGED SUNLIGHT EXPOSURE MUST BE COATED TO PROTECT IT FROM U.V. LIGHT DEGRADATION OR IF THE PIPE, DURING THE MANUFACTURING PROCESS, ACHIEVES THE SAME END RESULT. 6. WASTE WATER DISPOSAL SHALL COMPLY WITH F.B.0 PLUMBING SECTION 802. 7. WATER SUPPLY AND DISPOSAL SHALL BE ARRANGED SO THAT THERE IS NO CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM AND SHALL MEET THE REQUIREMENTS AS SET FORTH IN THE F.B.C. PLUMBING 424.2.9. 6. ALL PVC PIPING SHALL COMPLY WITH F.B.C. 605.21 (USE PURPLE PRIMER CONFORMS TO ASTM F 656 AND NOT PURPLE IN COLOR SOLVENT CEMENT CONFORMS TO ASTM D 2564 OR CSACAN/CSA-B737.3 AND APPLIED IN ACCORDANCE WITH ASTM D 2855. 9. ALL HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR UNION CONNECTIONS ADJACENT TO THE HEATER(S). 4" THICK CONCRETE PAD FILTER O PUMP MOTORS(S) NOTES: ANCHOR BOLTS THROUGH BASE (1 I" x Il") (TAP CON) FOR PUMP & FILTER EQUIPMENT SLAB & ANCHORING N.T.S. POOL EQUIPMENT AND ANCHORING: FBC 6TH EDITION 2017 16 0 HVHZ WIND LOADS AND 1621 HVHZ OVER RN MOMENT AND UPLIFT BE DESIGNED, CONSTRUCTED AND INSTALLED TO MEET THE REQUIREMENTS OF ASCE 7. EQUIPMENT TIE DOWN SHALL BE AS FOLLOWS, HEATERS 4 TOTAL (1 PER SIDE OR 2 PER OPPOSITE SIDES) OTHERS 2 TOTAL, 3 }" MIN. THICK, 3000 PSI CONCRETE SLAB, 3" LARGER THAN ON EACH SIDE THAN THE EQUIPMENT. I" DIA. TAPCON CONCRETE SCREWS (1600# TENSION, 1290# SHEER, 1 I" EMBEDMENT IN 2000 PSI CONCRETE) OR EQUAL WITH STAINLESS STEEL FENDER WASHER INTO FACTORY PROVIDED HOLD DOWNS OR i WIDE, 14 GAUGE GALVANIZED STRAPS WITH 2 STAINLESS STEEL, #10 x I" PAN HEAD PHILLIPS SS SCREWS EACH STRAP INTO METAL FRAME OF EQUIPMENT. STRUCTURAL 1. THE FOLLOWING IS DETERMINED BY RATIONAL ANALYSIS: A MINIMUM SAFE DESIGN BEARING CAPACITY OF 2000 PSF EXISTS AT THIS SITE AND IS THE MINIMUM REQUIRED. 2. THE POOL(s) AND THE 9ECK(s) SHALL BE PLACED ON UNDISTURBED SOIL FREE FROM ORGANICS OR DELETERIOUS MATERIAL$, OR UPON BUILDING DEPARTMENT APPROVED 90% COMPACTED FILL. 3. THE POOL DECKS SHALL BE DESIGNED AND CONSTRUCTED BY OTHERS AND MUST MEET ALL OF THE REQUIREMENTS AS SET FORTH BY THE FLORIDA BUILDING CODE. POOL DECKS SHALL SLOPE AWAY FROM THE POOL AT A MINIMUM OF 1% TO A MAXIMUM OF 4% TO PROVIDE ADEQUATE DRAINAGE. 4. IF UPON EXCAVATION, CONDITIONS DIFFER FROM ABOVE, A SOIL TEST BY A GEO-TECHNICAL ENGINEER WILL BE REQUIRED. 5. ALL CONCRETE SHALL CONFORM TO ACI 318-83 AND SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF fc = 3,000 PSI AT 28 DAYS. 6. CONCRETE EXPOSED TO CHLORIDES FROM DEICING CHEMICALS, SALT, SALT WATER, BRACKISH WATER, SEAWATER, OR SPRAY FROM THESE SOURCES SHALL CONFORM TO ACI 318 AND IBC SECTION 4.2.2. 7. CONCRETE MAY BE PLACED CONVENTIONALLY IN FORMS OR PNEUMATICALLY PLACED USING GUNITE OR SHOTCRETE METHODS OR A COMBINATION OF BOTH. 8. OIL, SCALE OR RUST. ALL SPLICES, LAPS AND PLACEMENT SHALL CONFORM TO ACI 318-89. 9. REINFORCING STEEL SHALL BE ASTM DESIGNATION A615 GRADE 60 WITH A MINIMUM YIELD STRESS OF 60 KS. REINFORCING BARS SHALL BE NEW DEFORMED BARS OF BILLET STEEL FREE FROM OIL, SCALE OR RUST. ALL SPUCES, LAPS AND PLACEMENT SHALL CONFORM TO ACI 318-89. MINIMUM CLEARANCE BETWEEN PARALLEL BARS IS 2 10.FOR THE CONVENIENCE OF THE INSTALLER, THERE MAY BE MORE REINFORCEMENT THAN SPECIFIED AT ANY GIVEN POINT IN THE POOL STRUCTURE AS LONG AS ALL SPECIFIED COVER AND PARALLEL CLEARANCES ARE MAINTAINED. 11.GROUNDING/BONDING (PER THE LATEST ADOPTED EDITION OF THE NEC) OF THE STRUCTURAL REINFORCING MUST BE INSTALLED AND INSPECTED (BY BUILDING DEPARTMENT) PRIOR TO PLACEMENT OF CONCRETE. 12.ALL CONCRETE MATERIALS AS WELL AS MIXING, CONVEYING, PLACING, AND FINISHING OF CONCRETE, SHALL CONFORM TO 'BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE" (ACI 318 LATEST EDITION), AND "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS" (ACI 301 LATEST EDITION). 13.CURING: BEGINNING IMMEDIA TELY AFTER PLACEMENT CONCRETE SHALL BE PROTECTED FROM PREMATURE DRYING EXCE SSIVELY HOT OR COLD TEMPERATURES, MECHANICAL INJURY, AND SHALL BE MAINTAINED WITH A MINIMAL MOISTURE LOSS AT A RELATIVELY CONSTANT TEMPERATURE FOR THE PERIOD NECESSARY FOR HYDRATION OF THE CEMENT AND HARDENING OF THE CONCRETE (14 DAYS MIN.). THE MATERIALS AND METHODS OF CURING SHALL CONFORM TO ACI 301. 14.ALL INTERIOR SURFACES OF POOL/SPA/FOUNTAINS SHALL BE COATED WITH A WATER RESISTANT SURFACE. ELECTRICAL BY OTHERS 1. ALL ELECTRICAL WORK SHALL CONFORM TO THE 2014 NATIONAL ELECTRICAL CODE. 2. REINFORCING STEEL SHALL BE BONDED WITH A MINIMUM OF #8 INSULATED COPPER WIRE. 3. IN ACCORDANCE WITH NEC 680-26, ALL METAL WITHIN 5' HORIZ. OR INSIDE WALL OF POOL AND 12' VERT. ABOVE WATER UNE MUST BE BONDED VIA EQUIPOTENTIAL BONDING GRID. BONDING GRID SHALL EXTEND UNDER PAVED WALKING SURFACES 3' HORIZ. BEYOND INSIDE WALL OF POOL. ALL CONCRETE REINFORCING TIES SHALL BE MADE TIGHT FOR BONDING PURPOSES. 4. ALL ELECTRICAL EQUIPMENT SHALL BE INSTALLED PER MANUFACTURES RECOMMENDATIONS AND IN ACCORDANCE WITH LOCAL REGULATIONS. 5. OBTAIN ELECTRICAL PERMITS ALONG WITH POOL PERMIT. 6. UNDERWATER LIGHTING SHALL BE LOW VOLTAGE (MAXIMUM 15 VOLTS) OR 120 VOLTS WITH A GFCI. IN ACCORDANCE WITH NEC 680. 7. OVERHEAD SERVICE WIRING SHALL NOT PASS WITHIN AN AREA EXTENDING A DISTANCE OF 10 FEET HORIZONTALLY AWAY FROM THE INSIDE EDGE OF THE POOL WALLS, OBSERVATION STANDS, OR TOWERS. 8. ELECTRICAL CONTRACTON TO PROVIDE WRITTEN EVIDENCE, AT THE TIME OF CERTIFICATION, OF COMPLIANCE WITH THE NATIONAL ELECTRICAL CODE AND THE APPROVED PLANS. 9. MOTORS IN OTHER THAN DWELLING UNITS: WIRING SUPPLYING POOL PUMP MOTORS RATED 15 AND 20 AMPERES, 125 VOLT OR 240 VOLT, SINGLE PHASE, WHETHER BY RECEPTACLE OR DIRECT CONNECTION, SHALL BE ON A GA CIRCUIT. 10.ELECTRICAL PANEL IS PROVIDED AND INSTALLED BY OTHERS. % 11.ALL REQUIRED ELECTRICAL INSPECTIONS MUST PASS PRIOR TO FILLING POOL. PAVER DECK 4" x 8" BOND BEAM W/ 2 #3 CONTINUOUS PRECAST OR BRICK COPING I— TILE - 3„ • WATERLINE e� :I 6" PLASTER # 3 @ 6" O.C. EACH WAY THROUGHOUT ' FOR COVE AREAS DEEPER THAN 6' ADD # 3 @ 6" O.C. EACH WAY BOTTOM & T UP ON WALLS. (STEEL TO BE AT CENTER OF CONCRETE) ANTI -VORTEX MAIN DRAIN MIN. 8" SECURE WITH 2 STAINLESS STEEL SCREWS STEEL TEX FORM (OR EQUIVALENT) DOWN TO SOIL LINE 1.5" THREADED PVC PLUG PERFORATED WELL POINT IN 3/4" ROCK BED TYPICAL WALL SECTION AND WELL POINT N.T.S. F tiJ XISTING PANEL 200 AMP 2P 60A BREAKER W/ #10 CONDUCTOR FEEDING POOL EQUIPOTENTIAL BONDING DETAIL N.T.S. PVC COND W/ 2 # 6 HOT. 1 #10 GRIND 1 # 10 NEUTRAL WALKING EXISTING SURFACE SINGLE #8 AWG WIRE METER 200 18" TO 24" TO BE RUN HORIZONTALLY O AROUND POOL R POOL PANEL OR SPANTIRE F.P.L POOL TRANS. MIN. Wp GFI (1) JUNCT. BOX 4" TO 6" 6' TO 12' FROM WATER OOL PUMP 3 12-1 12 GRND. 20A GFF # # INSIDE WALL 18" TO 24"; p00L HLORINATOR 2 # 12 1 #12G OF POOL ; DECK LEVEL �48"MIN! 8"MIN. ; NOTE: POOL SHAPE - #8 AWG SOLID COPPER WILL VARY PER PLAN 2 #12 1 # 12 GRND. BONDING JUMPER i i - (JUMPER SHALL BE INSTALLED IN A MIN. OF 4 LOCATIONS 1" NON -CORROSIVE CONDUIT EQUALLY SPACED AROUND THE PERIMETER OF THE POOL OR (3) 12V 1 DOW COLOR LED LIGHT (POOL) SPA.) ` (1) 12V SAVI COLOR LIGHT (3) LIGHTED BUBBLERS NOTE: PERIMETER SURFACES AND EQUIPOTENTIAL BONDING GRID (SINGLE #8 AWG WIRE) INCLUDES UNPAVED SURFACES AS WELL AS POURED CONCRETE AND OTHER TYPES OF PAVERS. POOL ELECTRICAL DIAGRAM WATER LINE WITH ONE ROW OF TILE I TBENCH SECTION 6 RADIUS 13'-6" THRU C I L SLOPE I 8, 7.00' 1 I 1� MAIN DRAIN 1AX _ - - _ MAX 8' 32'.0 '\-y$, • kol. ' TYPICAL SECTION FOR TYPE O POOL (DIVING EQUIPMENT PROHIBITED) N.T.S. POOL LIGHT TO HAVE METAL NICHE TO PROVIDE MIN. 9 SQ.IN. POOL WATER BOND PER N.E.C. 6803.26 CONTRACTOR: LIQUID ART S CUSTOM POOLS, LLC 3677 23RD AVENUE SOUTH LAKE WORTH, FL 33461 mu (561) 223-2278 SR 0 R T TEIIf` +W . _ ' '^� �. •'.y:lA.� �/j ?�" "••;C/ fiRi'r`I�• \' .0 R E b0. al"Et . WR "IIY9Wli R ]1D. 6 q�'� Phone: (954) 564-6214 Fax: (9 4) 564-1059 F LEGAL: LOT 48 JDHN'606*1 RRJ bib B RESERVES PLANTATION SHEET 3 ELECTRIC & CONSTRUCTION NOTES & DETAILS MARRCELLO RESIDENCE 8015 PLANTATION LAKES DRIVE PORT ST. LUCIE 34986 JOB NO.