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HomeMy WebLinkAboutPOOL PLANSPOOL TYPE "0" I I N T NON DIVING HAS NOTE: TOP OF POOL. ELEVATION IS MIN, 6" LOWER THAN F.F.E. OF HOUSE @91i: WELL POINT SEE DETAIL 18" X IT SWIMOUT_ W/TILED EDGE- SEE DETAIL 4' HIGH ALUMINUM. 1 , FENCE I P I tw M w t , a a k e:. SEP 9 2019 Permitting Department St. Lucie County, FL 4' HIGH AVOIDANCE, THE POOL PIPING O� DECKJET LOOP r. (TYP-2) I� I� L S. EXISTING COVERED PATIO I 18" WIDE SECOND STEP W/ UMBRELLA HOLDER ANS AS APPROVED BY THE LOCAL BUILDING 4ENT. THE ENGINEER IS NOT RESPONSIBLE FOP )CTION ERRORS RESULTING FROM FAILURE TO WITH THIS RECOMMENDATION. NOTE: FENCE MUST BE MIN. 48" HIGH W/ GATES MIN. 48" HIGH W/SELF CLOSING, SELF LATCHING DEVICE AT MIN. 54" HIGH 4' HIGH FENCE NOTE: PIPING LOCATION SHOWN ON PLANS FOR CLARITY LOCATION MAY VARY DUE TO UNKNOWN CIRCUMSTANCES IN FIELD SPECIFICATIONS POOL SIZE: 12' X 2T POOL DEPTH: POOL PERIMETER: 75 LF POOL AREA Sq. FT.: 306 SF VOLUME: (GALLONS) 125. TURNOVER RATE 1.63 HRS POOL EQUIPMENT AUXILLUIRY POOL EQUIPMENT POOL PUMP; L1.5 HP 2-SPEED AUX. POOL PERIMETER: N/A POOL FILTER:I C-100 AUXILLIARY PUMP: N/A POOLINLETS:l 3 AUX. POOL JETS: N A SKIMMER:.—�. AUX .POOL .LIGHT: - POOL LIGHT: I-- (I) LED AUX, HEATER TYPE: - POOL HEATER: - U P AUX. HEATER SIZE: N A POOL HEATER SIZE!I 5 TON —I RAISED: N A CLEANING UNE:r— VAC STEP(S): ryjp CLEANING SYSTEM: N/A SLOWER: N/A CHLORINATOR: I IN -LINE SALT TURNOVER RATE: N/A POOL FINISH ITEMS COPING: - - B N HANDHOLDS: N A TILE: © INTERIOR FINISH: FL GEM SWIMOUT: " X 12' DECK S.F.: - 573 SF LADDER: N A CAPPING S.F.: N A HANDRAIL: N A DECK TYPE: PAVER WATER FEATURES AUX. POOL SPILLWAY SIZE: N(A FOUNTAIN FEATURE: N A N A LIONS HEAD: NJA SHEER DESCENT: N/A SPRITZERJSPRAY HEAD. Q) DECK JETTi FEATURE PUMP: N/A THERAPY JETS: NA OTHER: fUMBRELLA HOLDER LFEATURES FIBER OPTIC SPOT(S):. NA IGHTREMOTE:® COLOR WHEEL NA PERIMETER LIGHTS: F—NtAj LIGHT SWITCH: YES A OF COLORS: NJA ADDITIONAL FEATURES POOL ENCLOSURE: I FENCE/ALARMS— GLASS BLOCK TYPE: N/A FOOTERS LF.: NIA - GLASS ROWS HT: N/A DECOPDRAIN; NIA GLASS ROWS WDTH. NJA PILING POOL' N1A 4 OF GLASS BLOCKS. T TT 4 �.� III CONSTRUCTION 0 PAD IF 1. POOL ENCLOSURE_(FENG/AL`A S) I MENTS OF GENERAL N.ITS NOTE 29. p, l�i LL.DOORS AND.WINOOWS. LANDSCAPE SCANNED p� �PRbVIDINGAC' TCq L� SCREEN AS ��� � ��I��VE SHALL HAVE COOR8;WiNDOWSBy LPERFB.0 2017 RESIDENCE PER CODE St. Lucie COUnty ST. LUCIE COU /1l Y POOL PLAN /� �[J woam DATE DESCRIPTION BY ?: �.. ` �° 1. FA t� ''� a NAME: LABOY " E COPY POOL :.;� ,_..,; 2� �. o 7684 GRENNBRIAR CIRCLE 4;1+ ? O . .� • CITY/STATE: PORT Si. LUCIE, FL B PLANS :>''' ;> ° BOOK: 41 .q. No.4: Swimming Pools C m & Spas, INC. JOB#:19-0801-50 PAGE: 5, SA THRU SD D : o ; SUBDIVISION: 9000 BURMA ROAD SUITE 103 POD 19 P.U.D. u GREENBIAR F k Da''a1• +P ,® PALM BEACH GARDENS, FLORIDA, 33403 DATE:06/22/19 Cam' IE SHEET: 1 of L} ST. LUC .a LEGEND NOTE: IN ACCORDANCE WITH ANSVAPSP•7 2013 FOR SUCTION ENTRAPMENT AVOIDANCE, THE POOL PIPING_ ❑ 2 WAY VALVE HAS BEEN DESIGNED BASED ON HYDRAULIC CALCULATIONS. ❑ CHECK VALVE ® 3 WAY VALVE pQ BYPASS VALVE 0 ,cc, PRESSURE GAUGE AND AIR RELIEF VALVE _.. FILTER Ili\llV/JAI eN5fi` HEATER / L IN•LINE SALT CHLORINATOR SKIMMER TO HAVE VENT HOLES IN a, MlN 2).HAYWARRW121048E MM. 125 GPM PER DRAIN ASME/ANST A 112.19.8 APPROVED MAIN DRAIN COVERS (OR EQUAL) MINIMUM T APART. CENFERTOCENTER ORON SEPARATE MANES PLUG OR ME/ANSI APPROVED COVER H BE FASTENED SCREWS 41-1/2'WITH ROCK BED WELL POINT DETAIL N.T.S. DATE I DESCRIPTION ti > 2" -HAIR & LINT STRAINER 83 GPM @ DESIGNED FLOW PIPING SCHEMATIC N.T.S. BY ACCEPTANCE OF THESE PLANS FM PERMITTING, THE CONDUA=AND hM=WNEA ACKNOWLEDGE AND ACCEPT THE FOLLOWING: 1) THE ENGINEER DOES NOT REVIEW THE DMIVNAGS FIR OV4UANCE WNHTHECONDIACIORS REQUIPEMEWrS OR HM4EOWNEL9 REQUIREMENTS RELATED TO THE POOL 94%SPA 2) THE CONTRA= MUST VERIFY CCNAIANCE WITH SE MACKS. 3) ENGINSER IS NOT RESPONSIBLE FOR AND HAS NO LDINUTY FOR CDISTRmnCH IN SEVIAM, COHIPALTDR SPECIFIC REQUIREPFHiS, OR HOME MNER RWIREABOS NOTSHOWN CN THE RAMS. 4) THE ENGINEER REVIEWS THE PLANS FOR CODE CMUTAA'PE TO THE SESI OF HIS KNOWLEDGE RAMS 6 UNITED T07HE LESSOR OF M OR THE FEE CHARGED FOR TIE PLANS. ' BY POOL �.���,�;;i o�e�• °�ENSF :1 b ', PLANS �`' 'j ;$ 4 4 06/286 m .� 0 °° 1..�m\ 5 VELOCITY CHART PER ANSI/APSP-7 SECTION 4.4 PIPE FLOW RATE FLOW VELOCITY 2" INLETS 83 GPM 7.94 FEET PER SECOND 2"DECK JETS 83 GPM 7.94 FEET PER SECOND 2" SKIMMER 83 GPM 7.94 FEET PER SECOND 2" VAC LINE 83 GPM 7.94 FEET PER SECOND 2" MAIN DRAIN 83 GPM' 7.94 FEET PER SECOND 2-1/2" M.D. BRANCH 83 GPM 5.62 FEET PER SECOND EVALUATION FOR COMPLIANCE WITH APSP•15 - ENERGY EFFICIENCY VOLUME OF POOL = 9,125 GALLONS PUMP DESIGN FLOW RATE AT LOW SPEED: 20 GPM TURNOVER RATE AT LOW SPEED: 7.60 HOURS THUS, PUMP SPECIFIED COMPLIES WITH APSP-15 HYDRAULIC CALCULATIONS: 1. A CLEAN';HAYWAROC=IWCARTRIDGE FILTER HAS 10' FEET OF HEAD LOSS @ 83 GPM. 2. THE SUCTION LINE HAS A MINIMUM OF 40' OE STRAIGHT PIPE AND (7) 90°BENDS FOR A MINIMUM EQUIVALENT PIPE LENGTH OF 76 FEET.., AT 83 GPM THE SUCTION PIPING HAS A MINIMUM HEAD LOGS OF 7.2 FEET. 3. THE RETURN LINE HAS A MINIMUM 1S OF STRAIGHT PIPE. AND (4) 90°BENDS FOR A MINIMUM EQUIVALENT PIPE LENGTH OF 36 FEET. AT 83 GPM THE RETURN PIPING HAS A MINIMUM HEAD LOSS OF 3.4 FEET. THUS THE MINIMUM HEAD LOSS AT 83 GPM IS 20.6' BASED ON THE PUMP CURVE FOR A HAYWARD MAX PLO 1.5 HP THE MAXIMUM FLOW RATE AT 20.6 FEET OF HEAD IS 83 GPM. a TERTANK TER IF SPECIFIED -TAP QON. REINFORCED 00NC. SLAB HIMIMAL 4' THICK FLTNR t—PIUMP POOL OR MP FILTER PPOONTS(TYYP)ANCHOR OIHEATER NOTES: ANCHOR BOLTS THROUGH BASE (13/4'x 3116") (TAP CON) FOR POOL PUMP & FILTER HEATER SHOWN AS OPTIONAL ((4))1 1/2' ANGLE BRACTS GAS HEATER) (4) 21/2" ANGLE BRACKETS (HEAT PUMP) WITH 0)13/4' x 3/16' TAP CON AND (4)1/2 SELF TAPPING SHEET METAL SCREW$. POOL EQUIPMENT ANCHORING NOTE: POOL EQUIPMENT ANCHORING HAS BEEN DESIGNED PER (FLORIDA BUILDING CODE SDCTH EDITION 2017) ULTIMATE WIND SPEED= 170 MPH NOMINAL WIND SPEED= 132 MPH (EXPOSURE-D)- REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOC ,C r O b ••° _ godimamin<g5ogolose & Spas, Inc. m 9000 BURMA ROAD SUITE 103 PALM BEACH GARDENS, FLORIDA, 33403 NAME:LABOY 7684 GRENNBRIAR CIRCLE CAP!/STATE, PORT ST. LUCIE, FL JOB#: 19-0801.50 DATE:06/22/19 NOTE: SKIMMER TO HAVE VENT HOLES IN LID LOT: 32 BLOCK: BOOK: 41 PAGE: 5, SA THRU SO POD 19 L.W"N T: Si. LUCIE SHEET: 2 OF 4 2 243 PAYER BOTUBiG Ig1E ItNE SLOPE (1) ATTACH TOTHE POOL REINF=NG STEEL (SINGLE N8AKG WIRE) (2)BURIED TO AMIN. DEPTH OF 4'706' SELOWGRADE. �WAIER \1 — _— IR (3)MIN. OP4 POINTS UNIFORMLY SPACEDAROUID PERIMETER OF POOLANGSPA 6 - FOR NUIODF MCC POOL. SHELLS (MBEFOASS, ER.) BOATBNG AT FOLIR POINTSSINII:NDT BE REQURE0. MIN RTICkI (4) =,CrE WIRE WOH ASODDODPPHt BARE CCI`AlIC101t 2'-3'SHALL0W END ` LLERWI7TWT78AWGG 3'-0" DEEP END v rrj (5) OQ�CNON SHALL BE MADE D(OD0UIIC WFIDING OR BY LISTED PRESwRE CONNECTORS CR CIAHFS _ THAT ARE LABELED AS BEING SUITABLE FOR THE PLPPOSE AND 2" COVER (CENTER) ARE OF STAIN M STE8, BRASS C0PPBT, ORCOPPERAI LOY. (6)THE 08 AWG WIRE S AU EXPEND LINDER PAVED AND USAVED WAWNG SURFACES (SEE TYPICAL WALL SECTION) BETWEEN IW7024' HORIZONTALLY BEYOND THE INSIDEWAIL OF PODL OR SPA APPROVED 'P 6'TOP&6°BOTTOM (PER NEC. 2014680.26 EQUIPOUMM BONDING) FINISH _ EACH AT 12'O.C. POOL STEP.DETAIL N.T.S. WP MANUAL STARTER SWITCH (TYP)—\ CHIIMTHAA r EQUAL. 83 AT 12. O.C. 6' LIN. E.W. BOTT. CENTERED TYPICAL WALL SECTION N.T.S. wP W I u IV IMPORTANT NOTE: 20' FROM WATER 5TYlTQI MLI ' NO DMNG BOARD AND NO DIVING IS ALLOWED ON ANY POOL 48° MIN. 7V3 EATER I _ LESS THAN 8'-0" DEEP AND SPECIFICALLY DESIGNED FOR NiDNG. THIS POOL IS NOT DESIGNED FOR DIVING. ]U..DIVING.MIN. B010S 12V TRAIS.1NPCOND. THE __' ' I C DECKPOOL 3 p121N L/2' ODND.) (SEE TYPICAL WALLSECTION) NOTE, 1. BOND ALL BOXES,RAIMLIGHTS,STEEL ET. W/ O8 WIRE IN POOLAREA. 2. POOL LOCATION MUST COMPLY WITH NEC CODE 2014, ESPECIALLY NEC 680. 3. LIGHT HICHE SHALL BE STAINLESS STEEL WITH INTERNAL GROUND LUG AND BE BONDED PER 2014 NEC 680.26 (8) (5) FOR POOL WATER BONDING. e SWIMOUI DETAIL N.T.S. REVIEWED FOR CODE COMPLIANCE ST. LUCIECp�aaOUNTY BOO-��aaC LONGITUDINAL POOL SECTION NT.S f qdn So' DATE DESCRIPTION BY a J� • ° ° G E N g �%i Fm°o NAME: LABOY LOT: 32 POOL :;{t:•stit' F m b 7684GRENNBRIARCIRCLE "~')�'Y�°" ° 6 ° m CITY/STATE, PORT St. LUCIE, It BLOCK: B PLANS i T+r• ;. o a • . �+����" a N°' •'� ` Swimming Pools e BooK:al Spas, Inc. ]OBH: 19.0801-50 PAGE: 5, 5ATHRU SD D 06 28 19 Q-: �e SUBDIVISION: 10 • �Z 9000 BURMA ROAD SUITE 103 POD 19 P.U.D. II GREENBIAR °m�O�DaYadr�Tpn)p \C9 PALM BEACH GARDENS, FLORIDA, 33403 couNtt: 5T. LucIE F �Nsea t°64�i,. DATE:06/22/19 SHEET: 3 OF 4 GENERAL NOTES: 1, CODE REQUIREMENTS: PRIVATE SWIMMING POOL AND SPAS MUST COMPLY WITH CHAPTER 454 & 18. POOL FITTINGS;- POOL FITTINGS SHALL BE OF AN APPROVED TYPE AND DESIGN AS TO BE APPROPRIATE R45/R42 FLORIDA BUILDING CODE, 6th EDITION 2017. FOR THE SPECIFIC APPLICATION. PURPLE PRIMER REQUIRED ON PVC PIPING. 2. MECHANICAL REQUIREMENTS: ALL PIPING, EQUIPMENT AND MATERIALS USED IN THE PLUMBING SYSTEM 19. SKIMMERS: SKIMMERS SHALL BE INSTALLED ON THE BASIS OF ONE PER 800 SF OF SURFACE AREA OR OF SWIMMING POOLS (SPAS) THAT ARE BUILT IN PLACE SHALL CONFORM TO THE FLORIDA BUILDING FRACTIONI THEREOF, CODE, PLUMBING, ALL PIPING MATERIALS SHALL BE INSTALLED IN STRICT ACCORDANCE WITH THE 20. HYDROSTATIC RELIEF DEVICE: IN AREAS OF ANTICIPATED WATER TABLE, AN APPROVED HYDROSTATIC MANUFACTURER'S INSTALLATION STANDARDS. , RELIEF DEVICE SHALL BE INSTALLED. EXCEPTION IS PLASTIC LINER POOLS, 3. COMPLIANCE: ALL MATERIALS, PIPING; VALUES, EQUIPMENT OR APPLIANCES ENTERING INTO THE 21. CONCRETE / STEEL - CONCRETE IS TO BE A MIX DESIGNED IN ACCORDANCE WITH ASTM C-94 BY A CONSTRUCTION OF SWIMMING POOLS (SPAS) OR PORTIONS THEREOF SHALL BE OF A TYPE COMPLYING - RECOGNIZED TESTING LABORATORY TO ACHIEVE A STRENGTH OF 3000 PSI, AT 28 DAYS, (UNLESS WITH THE CODE OR OF A TYPE RECOMMENDED AND APPROVED BY A NATIONALLY RECOGNIZED TESTING OTHERWISE NOTED) WITH A PLASTIC AND WORKABLE MIX. PNEUMATICALLY APPLIED CONCRETE AND/OR _ AGENCY OR CONFORMING TO OTHER RECOGNIZED STANDARDS ACCEPTABLE TO THE ADMINISTRATIVE SHOTCRETE SHALL BE PLACED IN .ACCORDANCE WITH ACI 304.2R-04 AND ACI 506.2-04, AUTHORITY. _RESPECTIVELY.. ALL OTHER CONCRETE SHALL BE PLACED IN ACCORDANCE WITH ACI 304R-04. A 4. ENGINEERING DESIGN: DESIGN, CONSTRUCTION. AND WORKMANSHIP SHALL BE IN CONFORMITY WITH ANSI CERTIFICATE OF MANUFACTURER'S MIX AND STRENGTH IS TO BE PROVIDED. NO WATER IS TO BE / NSPI 3, 4, 5, 6, AND 7 2013 PUBLISHED BY THE INTERNATIONAL AQUATICS FOUNDATION, OR OTHER ADDED AFTER TRUCK LEAVES PLANT WITHOUT APPROVAL OF THE ENGINEER. PLANT CONTROL IS ACCEPTED ENGINEERING PRACTICES. REQUIRED. MAXIMUM MIX TIME AT POINT OF DEPOSIT IS 90 MINUTES. CONCRETE WORK SHALL BE AS 5. ENTRAPMENT TESTING AND CERTIFICATION: ALL POOL AND SPA SUCTION INLETS SHALL BE PROVIDED PER REQUIREMENTS AND RECOMMENDATIONS OF ACI 301-04. (REINFORCING, DEFORMED STEEL) BARS NTH A COVER THAT HAS BEEN TESTED AND ACCEPTED BY A RECOGNIZED TESTING FACILITY AND 'SHALL BE A615 GRADE 60 (UNLESS OTHERWISE NOTED), FREE FROM OIL, LOOSE SCALE AND LOOSE COMPLY WITH ANSI/ASME A112.19.8, "SUCTION FITTINGS FOR USE IN SWIMMING POOLS, SPAS, HOT RUST. REINFORCING, DEFORMED STEEL BARS SHALL BE BENT, LAPPED, PLACED, SUPPORTED AND TUBS, AND WHIRLPOOL BATHTUB APPLIANCES." EXCEPTION: SURFACE SKIMMERS. FASTENED ACCORDING TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING CONCRETE STRUCTURES 6. SAFETY NOTE: DO NOT USE OR OPERATE POOL OR SPA IF THE SUCTION INLET FITTING IS MISSING, (ACI 315-04) AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE (ACI-318-04). IN BROKEN, OR LOOSE. CASE,OF CONFLICT, THE MORE CONSERVATIVE VALUE(S) SHALL BE USED. 7, SUCTION INLET PER PUMP: PER FBC R4501.6.6 A MINIMUM OF TWO SUCTION INLETS SHALL BE 22. SOIL STATEMENT: BASED ON THE FBC 2017 6TH EDITION 1803 GEOTECHNICAL INVESTIGATIONS THE PROVIDED FOR EACH PUMP IN THE SUCTION INLET SYSTEM, SEPARATED BY A MINIMUM OF 3 FEET OR BUILDING-OFFICALSHALL BE PERMITTED TO WAIVE THE REQUIRMENT. ALLOWABLE BEARING CAPACITY, LOCATED ON TWO DIFFERENT PLANES. I.E., ONE ON THE BOTTOM AND ONE ON THE VERTICAL WALL, BASED. ON RATIONAL ANALYSIS THROUGH KNOWLEDGE OF OTHER PROJECTS IN THE VINCINITY AND A OR ONE ON EACH OF TWO SEPARATE VERTICAL WALLS. THESE SUCTION INLETS SHALL BE PLUMBED VISUAL EXAMINATION OF THE SURFACE SOIL, -FINDING SAND AND ROCK, THE POOL FOUNDATION HAS SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY THROUGH A COMMON LINE TO THE BEEN DESIGNED ASSUMING 2,000 PSF SOIL BEARING CAPACITY PER TABLE R401.4.1 IF DURING PUMP. EXCAVATION DELETERIOUS MATERIAL, SUCH AS (SILT, PEAT, MUCK, CLAY, ECT.) 1S FOUND THAT 8. CLEANER FITTINGS: PER FBC R4501.6.6 WHERE PROVIDED, THE VACUUM OR PRESSURE CLEANER CANNOT PROVIDE 2,000 PSF, THE ENGINEER SHALL BE CONTACTED TO PROVIDE DIRECTIONS. FITTING(S) SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6 INCHES AND NOT GREATER 23. POOL STAKING: THIS DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN THAN 18 INCHES BELOW THE MINIMUM OPERATING WATERLEVEL OR AS AN ATTACHMENT TO THE EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF SKIMMER(S). ALL CLEANER SUCTION INLETS SHALL BE PROTECTED BY AN APPROVED, PERMANENTLY THE EXISTING LOT AND RESIDENCE ARE SO INDICATED. THE POOL CONTRACTOR SHALL VERIFY ALL INSTALLED, SELF -CLOSING SELF LATCHING FLAPPER ASSEMBLY COMPLIANT WITH IAPMO SIPS 4. DIMENSIONS IN THE FIELD. AND ESTABLISH LOT LINES. THE POOL CONTRACTOR SHALL ESTABLISH 9. VALVES SHALL BE MADE OF MATERIALS THAT ARE APPROVED IN THE FLORIDA BUILDING CODE 2017, LOCATIONS OF ALL UTILITIES AT THE SITE. AND CONTACT THE ENGINEER IF DIFFERENT THAN INDICATED PLUMBING. VALVES LOCATED UNDER CONCRETE SLABS SHALL BE SET IN A PIT HAVING A LEAST ON PLAN. MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AS REQUIRED BY THE LOCAL DIMENSION OF FIVE PIPE DIAMETERS, MINIMUM 10 INCHES, FITTED WITH A SUITABLE COVER. REGULATORY AGENCY. 10. WASTE WATER DISPOSAL: DIRECT OR INDIRECT CONNECTIONS CANNOT BE MADE -TO EXISTING FACILITIES 24. EXISTING STRUCTURES: THE POOL CONTRACTOR SHALL ALWAYS TAKE ALL PRECAUTIONS TO PROTECT WITHOUT THE PRIOR APPROVAL OF THE ADMINISTRATIVE AUTHORITY. EXISTING STRUCTURES FROM FAILURE BY SHEETING AND/OR SHORING OR OTHER METHODS. THE 11. WATER SERVICE: BACKFLOW PREVENTION DEVICE IS REQUIRED ON ALL POTABLE WATER SERVICE. DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES. 12. TESTS; ALL POOL PIPING SHALL BE INSPECTED AND APPROVED BEFORE COVER OR CONCEALMENT. IT 25. BACKFILL: THE'CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL SHALL BE TESTED AND PROVED TIGHT UNDER A STATIC WATER OR AIR PRESSURE TEST OF NOT LESS NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH CLEAN, CONSTRUCTION GRADE FILL, THAN 35 PSI FOR 15 MINUTES. PER MANUFACTURER'S RECOMMENDATIONS, NO AIR TEST SHALL BE FREE OF ORGANIC MATERIAL AND SHALL BE PLACED IN 12" THICK LIFTS, EACH LAYER SHALL BE APPROVED FOR PVC PIPE AND FITTINGS. COMPACTED TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557, MODIFIED PROCTOR METHOD. 13. WATER HEATING EQUIPMENT: SWIMMING POOL WATER HEATING EQUIPMENT SHALL CONFORM TO THE 26. WARNING:. TO EMPTY POOL AFTER CONSTRUCTION, FOR REPAIRS OR ANY OTHER REASON, THE DESIGN CONSTRUCTION AND INSTALLATION REQUIREMENTS IN ACCORDANCE WITH ACCEPTED ENGINEERING 'HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL PRACTICES, SHALL BEAR THE LABEL OF A RECOGNIZED TESTING AGENCY AND SHALL INCLUDE A FROM FLOATING UPWARD. THE OWNER MUST CONSULT A POOL CONTRACTOR OR POOL REPAIR CONSIDERATION OF COMBUSTION AIR, VENTING AND GAS SUPPLY REQUIREMENTS FOR WATER HEATERS. CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT PRESSURES. IT MUST CONTAIN A THERMOSTATIC OR HIGH-PRESSURE CONTROL SWITCH SO THE POOL WATER DOES 27. DIVING: NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8'-0" DEEP AND NOT EXCEED 104 DEGREES F. WATER HEATING EQUIPMENT SHALL BE INSTALLED WITH FLANGES OR SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING UNLESS SPECIFICALLY UNION CONNECTIONS ADJACENT TO THE HEATER. ALL HEATERS MUST HAVE AN INTERNAL CHECK STATED ON THE SITE PLAN. VALVE. 28. POOLS & SPAS WITH HEATERS: THE POOL AND SPA SHALL BE PROVIDED WITH A COVER OR OTHER 14. GAS PIPING: GAS PIPING SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2017, FUEL GAS SECTION. MEANS TO REDUCE HEAT LOSS. 15. ELECTRICAL: POOL LOCATION AND ELECTRICAL WIRING AND EQUIPMENT SHALL COMPLY WITH LATEST 29. POOL ENCLOSURE: RESIDENTIAL POOLS SHALL BE PROVIDED WITH A BARRIER COMPLIANT WITH FLORIDA EDITION OF THE NATIONAL ELECTRICAL CODE, SECTION 680. BUILDING CODE 2017 6th EDITION 454.2.17.1 THROUGH 454.2.17.14 16. LADDERS AND STEPS: ALL POOLS SHALL BE PROVIDED WITH A LADDER OR STEPS IN THE SHALLOW END WHERE THE WATER EXCEEDS 24 INCHES. WHERE WATER DEPTH EXCEEDS 5 FEET, THERE SHALL REVIEWED FOR BE LADDERS, STAIRS OR UNDERWATER BENCHES / SWIMOUTS IN THE DEEP END. CODE COMPLIANCE 17. FILTERS: THE ENTIRE DESIGN OF MATCHED COMPONENTS SHALL HAVE SUFFICIENT CAPACITY TO PROVIDE A COMPLETE TURNOVER OF POOL WATER IN 12 HOURS OR LESS, DATE DESCRIPTION BY Y; � NAME: IABOY LOT; 32. BOCC q POOL r. ` 1 -s^ :` a J\ • • • ° ° ° ; 9 ��7684 GRENNBRIAR UJIlam ��oo q1.•�a:%� G S °�/ a (7 BLOCK: B PLANS '` ` "��'� " o CITY/STATE, PORT Sr.sr. LUtlE, FL ® •�' r •�' BOOK: 41 �s F Swimming P001s f C �'�� _ & Spas, Inc. JOB#:19-0801.50 PAGE: 5, 5A THRU SO D m m SUBDIVISION: E m •° omp%19 e 4 4 9000 BURMA ROAD SUITE 103 POD 19 P.U.D. II GREENBIAR F ��0. ° �°L 01. Faq gp �o PALM BEACH GARDENS, FLORIDA, 33403 DATE:06/22/19 - �� SHEET: 4 of 4