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BPP-10-78_Plans 3 GBS ft.3 4 FR %ADE ALAWS WALL — — — — — — O.H• ALL WINDOWS AND DOORS WITH ACCESS T _ — -- — — ELECTRIC $�1 -- — 5' sE46ofTl9nt THE POOL ON ANY WALLS CF THE HOUSE SERVICE USED AS PART Cr- THE BARRIER R401.I11S -- -- 30. WATER WALL EQUIP METED PANEL LL SEPTIC TANK Z SELF CLOSING SELF LATC44NG �1 GATE Q I j I 88.18 — - REVISIONS: I VENT LINE LENGTH. -- -- - ®� - - - -- `( 1 HP OR LESS PUMP: 30 FT Na 2 COURT I j HP PUM 40 FT - 2 HP PUMP : 55 FT 2 j HP PUMPOR LAR-GERm 14 FT P1��kIY VENT LINE DESIGNED TO PROVIDE RELEASED IN 3 SECONDS OR LE58 AT j MAX VACUUM OF 45 • Hg 1tt" VENT LOCATED A £,�— I ®„ 28' -6" - - - - -- MAXIMUM OF 50 FEET Alts FROM MAINDRAINB PENT LINE LOCATION SWITCH III LOOPED SPLAY JET SUPPLY LINES I - TO PEE DETERMINED IN FIELD t a e 4. IN -TILE LLI 1 LL SPh2AY JETS MD MD TYR. OF +4 MAND N J O PATI w Q NO PATIO SWIM n OUT MAINDRAN 0 4 SCALE: 1/4"$1'• -p" DATE: January 8, 2010 LED I LIGHT 5ULLNOSE INLET — -- — VACUUM I/ COPNG N N i�i I I c 3® LLJ 0 NO PATIO I V 0 d IL12" VENT LOCATED A ta! I m MAXIMUM OF 50 FEET (L co ~ FROM MAINDRAINS VENT LINE LOCATION 00 POOL TO 75E DETERMINED EQUIP IN FIELD Y a 3 m z N Go WFAT 1- {ERPROOF CFI tMGE PT AC EXISTIN3 0 LE I LOCATED 10 - 20 FEET FROM I SLAB POOL WATER EDGE EXISTING RESIDENCE SHEET: NOTE: CONTRACTOR SHALL VERIFY ALL SETBACKS 1 OF 2 FROM PROPERTY LINES AND STRUCTUFM6 PRIOR TO PO LAYOUT O�� EXCAVATION SHOULD ANY SE'}gACKS BE LESS THAN THE MINIMUN REQUIREMENTS, EITHER BY OWVER OR 1 1 0 1 40-9 EBUILr>[W% OFFICIAL, THE EWsNEER SHALL BE NOTIFIED. Ex1L tNOSE STRUCTURAL NOTES: C.OP(1vCs - I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 3000 PSI. m } 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH Cr- 60 -000 PSI. 1 sob A � lb MAX, SLOPE 3. ALL DECK ( (WHEN INSTALLED UNDER THESE PLANS) O SHALL HAVE A MINIMUM 25 DAY COMPRE551VE STRENGTH OF 2500 PSI. c0 • t ANTI VORTEX 'b* 1 A, \t�� A MANINDRAIN 4. THE DESIGN OF tN{S PROJECT HAS 04 ACCEPTED A v � ��� �\ �A GN APPROACH BASED ON ACCEPTED ENGINEERING RATIONAL DE51 _� 4 \ FJZNCIPALS. " F� 1 �Vti f 5: ALL R STEEL SPLICES SHALL BE 18' IN LENGTH UNLESS 9 G`AlR3 At 9' CENTERS Hl DROSTATIC :� r3 EARS AT 9' CENTERS OTHERWISE INDICATED ON THESE PLANS. AIR � _j LIEF � Z ! RELIEF VALVE ALL ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE . SET IN WASHED APPLICATION OF HEAT TO THE STEEL. 1+ 6/f TYF FOOL SECTIO Ro(_K SED No SCALE POOL FILLER � Uj 501E NOTE: CARTRID64 115 5Q. ® cc BASED ON A viSUAL INSPECTION OF THE SITE, FT. OF SURFACE AREA RECIRCULATION PUMP -- SOIL CONDITIONS, ROCK AND SAND ARE ADEQUATE 2 HP, W GPM AT 60' TDH � ' X 3 + PUMP/TiMEIR 3 • 2/0 THW Cu. FOR THE DESIGN BEARING CAPACITY OF 2000 P51. SELF PRIMING t) 1 • b T" CLI. GRID. HOWEVER, IF DURING EXCAVATION, CON©ITIONS i V T" IN DI EGT 1 2' C. Q01. AA" CONDUIT' BWITCl� OTHER IRAN ABOVE ARE ENCOUNTERED, THE P 200A 200 A EXIST. ENGINEER SHALL BE NOTIFIED. D TIMER I MAIN DISC. METER C AN � PAR 200A _1w O EQUIPMENT 150METR(G PANEL = - -- TPLANSFOR'lEfR JUNCTiON BOX NO SCALE P- 2P -15A EXIST- PPL- I -2P -50A LE0/i2V/LGT SERVICE PLUMBING NOTES: I. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, 2- 2P -10A I LED/12V/LCiT #- � PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOSLY REVISIONS: t- 1P -i5A "+It7�x Ff 40H ;�,K+ER TO 14F-15A ' NG ON GROUND OR ON MAXIMUM 4' - 0' CENTERS WITH GLEVIS HANGERS. NOTE: 6 2. ALL SUCTION PIPI SHALL BE 2' DIAMETER AND ALL s ` g J %4 2 s0 T$-W ,,1 *2 1� BASED ON INFORMATION PROVIDED THIS ( PRE5541RE PiPING 1 I/2' DIAMETER UNLESS OTHERWISE NOTED. saw IF L arj nj OFFICE THE EXISTING SERVICE 15 ADEQUATE FOR 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL sl 314 ' x 2' BUILDING DEPARTMENT REQUIREMENTS. ?Uj OR 'fie 2 � TF4+'1 + i '13 TPA# -iP1 THE PROPOSED ADDITIONAL POOL EQUIF'MENt BULLNOSE TILE NOSING 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED AL J. %S' CCHCJiT E' 2 HP PUMP TYPE LOAD. _ WITH TAMPERPROOF SCREWS. tP. 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP iN ACCORDANCE 0 3 BARS AT 9' CENTERS WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE 3 0 12 THHN iN 11" COND. � FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PERTAINS R TO BOUY ANCY. � 1. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. RISER DIAGRAM - 0. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS f..t THAN 10 FEET PER SECOND. m- ito PROVIDE 13 BARE COPPER BOND WIRE FROM LIGHT TO POOL SrEEL.WHERE �}' -}"- - } ®'! 6" CERAMICS S�,UII IOUT S�CTION S. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET A CONCRETE DECK IS NOT PROVIDED. PROVIDED A # 8 BARE COPPER B6ND RADIATION AND NORMAL OPERATING TEMPERATURES. W- PO OL E MOM THE P STEEL TO THE EQUIPMENT TO PANEL. NO SCALE � , }.� � - wvcE°.E A CONCRETE SLAB IS PROVIDED , THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO REINFORCING MESH CONTINUOUS TO THE A REiNFORC- I W, ?A.R tN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED n, -- I' - _ r FROM T14E PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL � Q 18' MiN_ DECK ELECTRICAL NOTES: -. - - -: s -= -_. 0 3 BARS AT lO" C/C W ANTI VORTEX p j T. ALLPOOL ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE - MANDRAN u Z YANI OPTiMAL 34 114 2007 FLORIDA RESIDENCE BUILDING CODE. 11 WIRE " 8 COOPER ZALL ELECTRICAL GROUNDING AND BONDING MUST BE CONFORM BULLNOSE TILE TO POOL EQUIPMENT NTH r+E FLORIDA BUILDING CODE. NOSING ON STEPS 1, 3. NO OVERHEAD WIRING SHALL BE LOCATED WITHIN 10'.0" AND SEAT OF POOLS WATER EDGE. 0 3 BAR5 AT 10" G/G NOTE: F'20ViDE :. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY STEP AND SEAT STEEL HYDROSTATIC C 0 3 ®ASS AT 10" G/G Z CONTINUOS SINGLE "8 COOPER �CT REQUIRED WORK A REVISED DRAWING SHALL BE SUB - VP TED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION NOT REQUIRED RELIEF NOT REQ D. ' �- I BONDED IN FOUR POINT(360') V8TN ADDITIONAL SERVICE AND LOAD CALCULATION'S, IF NECESSARY. AROUND POOL t 51 &ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE - EILEVENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS: NO 5C POOL STEEL w - HEATERS M40 RTELATEDPOOL EQUIPMENT SHOWN ON THESE PLANS ARE -- - - SARSFACTORY FOR EXPOSURE TO THE ELEMENTS. 1' NON METALLIC CONDUIT POOL SAFETY DEVICES: TO JUNCTION BOX 3 �' AS PER "ME 2007 FLORIDA RESIDENTIAL BUILDING CODE, THIS POOL AND /OR SPA MUST BE W PROTECTED ( AT THE OWNER'S EXPENSES) FROM UNAUTHORIZED ACCES, N ACCORDANCE WITH ONE OF 111E FOLLOWING NOTE: BOND WIRE t0 BE SECURED N TO STEEL 4 GRID WITH APPROVED CLAMP. 1. A FV:rW -TER FENCE MUST BE LOCATED AROUND THE POOL UTiLIZING A PART TO BE ENCASED IN DECK SLAB 1' -0" OF TP1_ HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENtEJ SCALE: 1 /4 "a SHALL REQUIRE OR CONCRETE BOX PROVIDING CL'+WL,ANCE WHIT 2007 OF THE FLORIDA RESIDENTIAL BUILDING CODE, MIN. 3' OF COVER AROUND CLAMP ACCESS TROUGH THE BARRIER MUST BE TROUGH SELF CLOSING, SELF DATE: January 8, 2010 IAT044t; GATES COMPLYING VATH THE ABOVE INDICATED ARTICLE. IF A PART OF THE HOUSE IS 10 BE USED AS BARRIER ALL DOORS K40 W40C'NS VATH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPEfj - - FOOL BOND W74 A`! EMT ALARIA COMPLYING WITH 2007 RFBC THAT HAS A MINIMUM 18 ,_ � )^+D PRESSURE RATING OF 85 dB AT 10 FEET AND IS EITHER HAFZp UNDERUJATER L ICIT DETA ® N N OR T11E PLUG -IN TYPE . THE EXIT ALARM SHALL PRODUCE A i 3' -0' MINIMUN % G COhT4'LIOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARk 3 ' 3' C N M OPE! ED. - W 4 RISERS AT •3 9' CENTERS _ 9 p - ! • -' a. Tr--- ALAPVA SHALL SOU � � ND IMMEDIATELY AFTER THE DOOR IS -- '0 1/2' EACH 6• ANTIYOR �C OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE 0VR�+C NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE c j - I MANDRAI ;COVERS � 9 � '> E%rPPED WHIT A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE -- _ ?� S ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST 3/4 ' x 2' / 1 )6' 140 LC*K�R T`HA'I 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE BULLN05E TILE Ti=E LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. SAR SPLICE SAME SiZE 2' + £L AS 2. A SAFETY NET CR COVER SHALL BE INSTALLED COMPLETELY COVERING THE STE SECTION 3UGTIONP L SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE NO SCALE F- WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH 2007 R"C r 0 In WALL SECTION 3. A CRFLO SAFETY FENCE (KIDDIES FENCE) A MINIMUM OF 48 INCHE; IN HEIGHT SHALL NO SCALE BE tNSTA CESS TO THE :LLED AROUND THE PERIMETER OF THE POOL PREVENTING AC - - o —1 p /� ^ A WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED F OOL f-4ND SPA 12ATA: AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS. ` Q \ 1 1/2' HYDROSTATIC RELIEF 0 A. A COMBiNATiON OF THE PERIMETER FENCE AND CHILD FENCE MA,Y BE USED TO - � . 4}0 � ` ` r1 TUBE . ONLY ONE REQUIRED v � 0 36 SUI�AGE .aR�A i?7 PREVENT ACCESS TO THE POOL PROVIDES THE CHILD FENCE IS INSTALLED IN - J '1 -4V O � COVPUANCE VATH ITEM 3 ABOVE. $ 600 VO \ \1 SAFETY NOTES: Q 14 PERiM (� T) 88 1"IANDfi AIN DE�'A1L i -A PEPVANENT SAFETY WARNING SIGN MUST BE PROVIDED A7 D� GK A RE Q. A (S FTJ NO SCALE � , ALL SWUMi lG POOL AND SPA AREAS READILY VISIBLE FROM THE POOL AREA iN ACCORDANCE WiTH 2007 RFBC PROVIDED SCREEN YDROSTATIC UPLIFT - - r L rA WARNING SIGN, AS PER ITEM 1 ABOVE, SHALL WARN AGAINST MESH AT JOINT A N WATE Y. POOL 65 JUST I SP LLC r4 ER DI'vitJG THE PR 11 Ap ABLE LID E EVEN ON OF DROWNING AND SHALT TOP OF POOL OR SPA SHEET: PrCLUCE THE FOLLOWING STATEMENT: COPING, WHICHERVER HIGHER D FOOL 5.0 SIR ':T-IE E 1S NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL ELEv. TOP OF MAMRA 13 ChALCREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT ( MIAMI DADS COUNTY FL 'GRITE IA 5jV WATER LEVEL CTRETE 2 OF 2 Ff'+OERE`TG CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION ELEV. TOP OF MAINDRAiN 15 ti'+D/'OR CARDIOPULMONARY RE 3 ) SUSCITATION CPU ' • i P OOL 7 L IN FLOOD CRITERIA 3s CERAMIC TILE ASE SGtIN.) 3. ALL DOOR AND WINDOWS WITH DIRECT ACCESS TO THE POOL ARE1 (MIN.15 HY D ROSTATIC VALVE LESS 2 ® �� 1 DRO 1/E rHROAT sA t EQUIP WI TH AN ALARM WH1GH PRODUCES AN AUDIBLE 1 JS BE EQUIP ALAP+ri WHEI T1 E DOOR OR ITS SCREEN I SLAB THICKNESS RE 6 E S OPEN TPE POOL AND/OR SPA SHALL NOT BE FILLED WITH WATER UNTIL NOTE: IF THE POOL IN FLOOD CRITERIA 15 LESS THANs. POOL WALL SUCTION LINE AR SFFATE PERVIT HAS BEEN OBTAINED FOR AN APPROVED SAFETY .'ER. INCLUDING A SPRING -LOCK SELF - CLOSING GATE. A 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM4' - -" -�� VENT. DETAI 6' AT THE SHALLOW' END TO THAT INDICATED ABOVE NO SCALE AS SLAB THICKNESS REQUIRED. }{ q� °� 5 <I� I I (` DE T AI L NO SCALE j i � rn as N D A j 0 f� c (� r- I rya G7 rn '°xu c low rn C x �i CA rn :� IL CC — — COS 8834 — — 014. PROVIDE ALARMS WALL aO�IOM. T HE ELECTRIC ALL WINDOWS AND DOORS WITH ACCESS TO POOL ON ANY WALLS OF THE HOUSE 8 5 — — — __ 1 — SERVICE USED AS PART of THE BARRIER FBG R401.11.1.9 I � � U22B 22B WATER WALL EQUIP METER I PANEL I U. U. ®C � ! u w ® cc SEPTIC 7� _� TANK P R M ty I fit- F c osING ATC 41 _ S ELF L G4frE COU►YTY FiF 4LT�; F L SELF GATE 1� REVISIONS: -- VENT LINE LENGTH. memo 1 HP OR LESS PUMP: 30 FT 1 j HP PUMP = 40 FT NIU. 2 COURT 2 HP PUMP - 55 FT _ I _ 2 1 H P PUMPOR LARGER= 14 FT � 1,•20, VENT LINE DESIGNED TO PROVIDE RELEASED IN 3 SECONDS OR LESS AT A MAX VACUUM OF 45' Hg. Itt" VENT LOCATED A IMUM OF 50 FEET MAX AIR � FROM MAlNDRAINS SWITCH' I LOOPED SPRAY JET SUPPLY LINES VENT LINE LOCATION TO BE DETERMINED IN FIELD - !\ d Ex SKIMMER W { �., IN- TILE i r , SPRAY JETS MD Me TYP. OF 4 ca r fib - �< > MAINDRAiN No PATIO _ j No PATIO SWIM N J MAINDRAfN Id OUT a° SCALE: 1/4"- 1'—O DATE: January 8, 2010 LED LlCsHT BULLNOSE INLET VACUUM ` I/ i GOPihKs `- to � 4. a d. °. N . N 3®' A► c ' - ® C u =, NO PATIO ® w ! IU9" VENT LOCATED A to ~ r MAXIMUM OF 50 FEET FROM MAINDRAINS d o VENT LINE LOCATION o 9 POOL TO 15E DETERMINED Y I IN FIELD Z QU P � 0) E •> O _ OD EXISTING GFIRECEPTACLE SLAB ATHERPROOF i LOCATED 10 - 20 FEET FROM POOL WATER EDGE EXISTING RESIDENCE SHEET: 1 of 2 NOTE: CONTRACTOR SHALL VERIFY ALL BETBAGC9 �O ®L LP°"1 1 06s! I FROM PROPERTY LNES AND BTRUC7URE5 PRIOR TO EXCAVATION. SHOULD ANY SETBACKS BE LESS THAN THE MNjmX REQUIREMENTS, EITHER BY OWNER OR BUILDNG OFFICIAL, THE EN6NEER SHALL BE NOTIFIED. I ', DtJLLNObE STRUCTURAL MOTES: cor NG - - 1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY - COMPRESSIVE 5TRENGTH OF 3000 PSI. � 2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD + P g Mi STRENCsTH OF 60.000 PSI. 1+ " O �� )F• �P, { 3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) i MAX SLOPE � t, SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE 5TRENGTH OF 2500 PSI. t0 1+ �O \ / I': T ANTI VORTEX 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A Z+ MANINDRAIN RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING -� PRINCIPALS. - $AR3 AT 9' CENTERS 5. ALL REINFORCING STEEL SPLICES SHALL BE 18' IN LENGTH UNLESS AIR RELIEF 141 '� I HYDROSTATIC •3 BARS AT V CENTERS OTHERWISE INDICATED ON THESE PLANS. 'j RELIEF VALVE 6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE VALVE 1L. APPLICATION OF HEAT TO THE STEEL. �+ w SHED Ln SET IN WA TYP C POOL SECT IO N ROCK BE 1� NO SCALE $OIL NOTE: POOL F DLE 1115 SQ. Ix BASED ON A VISUAL INSPECTION OF THE SITE, FT. OF SURFACE AAA RE CI R C U L A TI O N 2 HP 5 G S 5 & G P PUMP C4 SOIL CONDITIONS, ROCK AND SAND ARE ADEQUATE M A AT b®' TDH V) TH •2/m THw cu. SELF t�fM1TJCs V) 3 "b HN • PUMP/TfMER FOR THE DESIGN BEARING CAPACITY OF 2000 PSI. 3 �g I • b THNN CL1. &FL"O. HOWEVER, IF DURING EXCAVATION, CONDITIONS r P�L 3 z 1 0 8 T" IN DISCONNECT IN 2' C. OTHER THAN ABOVE ARE ENCOUNTERED, THE 1 4" CONDUIT SW1T CH ENGINEER SHALL BE NOTIFIED. 200A 200 A EXIST. cn cn D18G. TIMER MAIN DISC. C MEET R t' TER 2MA _Irb O EQUIPMENT 150METRIC PA2J) =L = TRANER NO SCALE F JUNCTION BOX 1 - 2P -15A EXIST. FPL. SERVICE PLUMBING NOTES: 1 - 12P - 5®A LE0A2V/LGT I. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, - - � PVC - PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOSLY REVISIONS: 2-2P -2 ®A i LED/12Y/LGT ON GROUND OR ON MAXIMUM 4' -0' CENTERS WITH CLEVIS HANGERS. - 1P -15A TO 1 -2P -15.4 - ' 2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL 3 -1- F1 T t�FOSa'TER ` BASED ON INFORh IATION PROVIDED THIS b I PRESSURE PIPING 1 1/2' DIAMETER UNLESS OTHER�JUISE NOTED. � ,.k " * 1 �'� OFFICE THE EXISTING SERVICE IS ADEQUATE FOR 3- POOL WATER DISPOSAL SHALL BE N ACCORDANCE WITH LOCAL 3 *2 TF4t ' x BUILDI DEPARTMENT REQUIREMENTS. OR 2 1,4 T'HIHN + 1 2 THE PROPOSED ADDITIONAL POOL EQUIPMENT �+ = 3/4 2' BULLNOSE TILE NOSING NG 4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY FASTENED LOAD. WITH TAMPERPROOF SCREWS. IT GONal TYPE 2 HP PUMP 1P• 5_ POOL VAGUl.l1 SHALL HAVE SPRING LOADED CAP IN ACCORDANCE +3 BARS AT V CENTERS WITH THE FLORIDA BUILDING CODE. 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE 3 "12 THHN IN 4 6" COND. =J FLORIDA BUILDING CODE- PLUMBIW3 SECTION 3®9 AS IT PERTAINS R TO BOUY ANCY. / 1. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. 8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS RISER DIAGRAM _ _ _ - THAN 10 FEET PER SECOND. nTE: PROVIDE 0 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL.WHERE �11'-1u-- 1@'� -- 6" CERAMICS 1 3. CJECTION 9• ALL PIPING SHALL BE SUITABLE FOR EXPOSU TO ULTRA VIOLET A CONCPETE DECK IS NOT PROVIDED, PROVIDED A # 8 BARE COPPER 86ND RADIATION AND NORMAL OPERATING TEMPERATURES. '� FROM TH POOL STEEL TO THE EQUIPMENT TO PANEL. = _ -�_ NO SCALE WORE A CONCRETE SLAB IS PROVIDED , THE BOND WIRE SHALL BE CONNECTED FROM THE POOL STEEL TO REINFORCING MESH CONTINUOUS TO THE #S REINFORC ) IVL W. BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED � Fv DECK FROV THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL - � - 18' MIN ELECTRICAL NOTES: _ - - - - 0 3 BARS AT IV" C/C U VC lu 1_ A -FO% ELECTRICAL WORK SHALL BE ACCOMPLISHED IN COMPLIANCE MA OPTIONAL �4 "x2" N 1A1TM 2007 FLORIDA RESIDENCE BUILDING CODE. WIRE S COOPER Z / 2 ELECTRICAL GROUNDING AND BONDING MUST BE CONFORM BULLNOSE TILE TO POOL EQUIPMENT VArrl T14E FLORIDA BUILDING CODE. NOSING ON STEPS 1 _ 3. NO OVERHEAD WIRING SHALL BE LOCATED. WITHIN 10'.0" AND BEAT OF POOL'S MATER EDGE. 0 '3 BARS AT 10" C /". LiLD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY , NOTE: PROVIDE A. SHO STEP AND. SEAT STEEL HYDROSTATIC `� �� _ DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- ! 0 3 BARB AT 10 C/C CONTINU05 SINGLE • 3 COOPER i NOT SQUIRED RELIEF NOT �GZ`D. VATTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION BONDED IN FOUR POINT(36E )') WITH ADDITIONAL SERVICE AND LOAD CALCULATION'S, IF NECESSARY. AROUND POOL < SPA S.AtL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE ��� �I CT I OI V ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, NO SCALE POOL STEEL WEA4EFS AN RTELATEDPOOL EQUIPMENT SHOWN ON THESE PLANS AF{E SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. 1' NON METALLIC CONDUIT POM SAFETY DEVICES: TO JUNCTION BOX AS PER T'rrE 2007 FLORIDA RESIDENTIAL BUILDING CODE, THIS POOL AND /OR SPA MUST BE _ PROTECTED ( AT TTiE OWNER'S EXPENSES) FROM UNAUTHORIZED ACCE ' 14 ACCORDANCE WITH ONE OF THE FOLLOWING: ' NOTE: BOND WIRE TO BE SECURED In TO STEEL 1 GRID WITH APPROVED CLAMP. 1. A PER'VI=TFR FENCE MUST BE LOCATED AROUND THE POOL UTILIZING A PART TO BE ENCASED IN DECK SLAB SCALE: 1/4 " =1' - 0" OF THE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE OR CONCRETE BOX PROVIDING Cr_kf WHIT 2007 OF THE FLORIDA RESIDENTIAL BUILDING CODE, MIN. 3' OF COVER AROUND CLAMP ACCESS TROUGH THE BARRIER MUST BE TROUGH SELF CLOSING, SELF DATE January S, 2010 LANG GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. IF A FART OF ME HOUSE IS TO BE USED AS BARRIER ALL DOORS K%03 wrL*OWS W1TI4 DIRECT ACCESS TO THE POOL SHALL BE EQUIPPEh - - POOL BOND 4 "T.4 k4 EXIT ALARM COMPLYING WITH 2007 RFBC THAT HAS A MINIMUM )? - .�' � ID � Sol-Ito PRESSURE RATING OF 85 dB AT 10 FEET AND IS EITHER HAFD -; UNDERWATER LIGHT DETA c N wPED OR THE PLUG -IN TYPE . THE EXIT ALARM SHALL PRODUCE A - -- 3' -0' MINIMUN CP r. M NU CONTOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARf i 3' 3' d a o OPENED. _ �_ -`_ �� - 4 RISERS AT g + `�' CENTERS _ - -_ _ P p0 Ci I !® 112 EACH ®' TI:c_ ALJI?tA SHALL SOUND IMMEDIATELY AFTER THE DOOR IS - b' \ ANTIVOR X OFD AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE �- � I MANDRA114 COVERS I 3 � ) DIP:uG NORUAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE �i 1 0) EQ!^c'PED WHIT A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE 3/4 ' x 2' I �6' I C u Its ALAPV FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST 2' U No LC#+CxR THAW{ 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE BULLNOSE TILE � ^b' tOCA+EO AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR. BAR SPLICE S AME SIZE TEE 2' PUMP � 1 1 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVEkING THE STEP C J• E CTION SUCTION uj 1 SU4rACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE NO SCALE 'I' t WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH 2007 RFTTC W AL L SE G T I ON � Ey 1 10 3. A 04I D SAFETY FENCE (KIDDIES FENCE) A MINIMUM OF 48 INCHE, IN HEIGHT SHALL NO SCALE BE NSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING AGCtSS TO THE _ - A /� n G j WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED POOL AND SPA DATA: r�J "TJ z AT ONE END hNICH CAN ONLY BE REMOVED BY TOOLS. Q \ 1 112' HYDROSTATIC EZELIEF 0) 4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MqY BE USED TO I� 1, � TUBE ONLY ONE REQUIRED o ®� co 3(s SURFACE AREA (SQ. FTJ 410 PREVENT ACCESS TO THE POOL PROVIDES THE CHILD FENCE IS INSTALLED IN aw VO \ \I1. C0 WITH TH ITEM 3 ABOVE. SAFETY NOTES: a 2 TU o R ( HOl1 ) 3 � MAND�AIN DETAIL L 24 PERIMETER (FEET) 1.A PEPVANENT SAFETY WARNING SIGN MUST BE PROVIDED AT i$ DECK AREA (SQ. FTJ NO SCALE ALL STY.1 MING POOL AND SPA AREAS READILY VISIBLE ROM -- E THE P AR EA IN ACC WITH 7 F PROVIDED SCREEN 1'D1ROSTATIC UPLIFT PL 11=T `- - -- - PO OL E 200 R BC 2. THE WARNING SIGN, AS PER ITEM 1 ABOVE. SHALL WARN AGAINST MESH AT JOINT TOP OF POOL OR SPA V• OF POOL WALL 65 ADJUSTABLE LID SHEET: SH W ALLC WATER DIVING, THE PREVENTION OF DROWNING AND SHALL INCLUDE THE FOLLOWING STATEMENT: COPING, WHICHERVER HIGHER D POO 5D WEIR E EV. TOP OF MAIND IN 15 "IT -rERE IS NO 5'JBS11TU110N FOR ADULT SUPERVISION OF SMALL RE 2 OF 2 CHILCREN. IT IS STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT I MIAMI DADE COUNTY FLOOD CRITERIA 5.0 WATER LEVEL RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION ; ELEV. TOP OF MAINDRAIN 15 RIND /OR CARDIOPULMONARY RESUSCITATION(CPU)" 3' POOL IN FLOOD CRITERIA 3B CERAMIC TILE A5KE7 3. ALL DOOR AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA LESS 2'0" HYDROSTATIC VALVE lb THROAT (MIN.1S SQIN) VjST BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE SLAB THICIQ4ESS REWRED b" ALAP*A WHEN THE DOOR OR ITS SCREEN IS OPEN. 4_ 71-1E AND/OR SPA SHALL NOT BE FILLED WITH WATER UNTIL POOL AN NOTE: IF THE POOL IN FLOOD CRITERIA 15 LESS THAN POOL WALL SUCTION LINE PERM HAS BEEN OBTAINED FOR AN APPROVED SAFETY - � INCLUDING A SPRING - LOCK SELF - CLOSING GATE. 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM y VENT. DETAI 6' AT THE SHALLOW END TO THAT INDICATED ABOVE . L it �•! No SCALE AS SLAB THICKNESS REQUIRED. I 5iGlr DETAIL MAR 1 0 2010 NO SCALE BY _ - &JLLNOSE COPING STRUCTURAL NOTES: • -_ -- I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY - -- �� COMPRESSIVE STRENGTH OF 3000 PSI. �• M 2. ALL REINFORCING 60000 STEEL SH HAVE A MINIMUM YIELD i MAX SLOPE j 3. ALL DECK C ONCRETE. (WHEN INSTALLED UNDER THESE PLANS) r 'CO � A ANTI VORTEX SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI. 'c0 • 1 � MANINDRAIN 4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A Z° 7 , ,o �, RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPALS. 1 r Q ��\ cd ' BARS AT S' CENTERS HYDROSTATIC 5. ALL REINFORCING STEEL SPLICES SHALL BE 18' IN LENGTH UNLESS _ "�jD" Z + b �, •3 BARS AT S' CENTERS OTHERWISE INDICATED ON THESE PLANS. AIR RELIEF O � -i RELIEF VALVE 6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE VALVE Ili. SE �D ED APPLICATION OF HEAT TO THE STEEL. T 1' N TYl= POOL SECTIO POOL FILTE 1� NO SCALE SOIL NOTE: CARTRIDGE Q. 5 S Z BASED ON A VISUAL INSPECTION OF THE SITE, FT. OF 81,IRFACE AREA ,,- RECIRCULATION PUMP " � _ - -- SOIL CONDITIONS, ROCK AND SAND ARE ADEQUATE 2 µP, W GF" AT 6 0' TDH X - - — 3 0 2/0 THW CU.� 3 % THHN + PUMP/TIMER 1 .6 Thy GU FOR THE DESIGN BEARING CAPACITY OF 2000 PSI. SELF PRIMING I'8 THHN IN DISCONNECT IN 2'C. HOWEVER, IF DURING EXCAVATION, CONDITIONS olo Z 3 4" CONDUIT SWITCH OTHER THAN ABOVE ARE ENCOUNTERED, THE K 200A . 200 A EXIST. ENGINEER SHALL BE NOTIFIED. P ,S L 410 IV/ t4'e sw L SIM Disc. r TIMER MAIN DISC. METER ` METER 1 200A PANEL -16Y O 0 TRANSFORMER N O I 5OI"I TRIG JUNCTION BO NO SCE 1- 21P-15A EXIST. FPL. 1- 2P -50A LEDA2VA.GT SERVICE PLUMBING NOTES: 2- 2P -20A LED/12V/LGT I. ALL POOL EQUIPMENT PIPING SHALL BE SCHEDULE 40, REVISIONS: I- IP -15A PVC -PW, NON - THREADED, NSF APPROVED SUPPORTED CONTINUOSLY NOTE: FROM TRANSFORMER TO 1- 2P -15A ON GROUND OR ON MAXIMUM 4' -0' CENTERS WITH CLEVIS HANGERS. J�MTION BOX: NOTE: 6 2. ALL SUCTION PIPING SHALL BE 2' DIAMETER AND ALL 30M 2 +E0 THHN + 1 0 12 THHN BASED ON INFORMATION PROVIDED THIS 15=k 3 +M2 THHN OFFICE THE EXISTING SERVICE 15 ADEQUATE FOR PRESSURE PIPING 11/2' DIAMETER UNLESS VISE NOTED. JSW OR 1001A 2 3 14 T" + 1 0 12 T" THE PROPOSED ADDITIONAL POOL EQUIPMENT 3. POOL WATER DISPOSAL SHALL BE IN ACCORDANCE WITH LOCAL ALL fit" CONDUIT LOAD 3!4 ' x 2' BUILDING DEPARTMENT REQUIREMENTS. GENERATOR 2 HP PUMP TYP . E BULLNOSE TILE NOSING 4. ANTI VORTEX MAINDRA{NS SHALL HAVE ITS PLATE SECURELY FASTENED WITH TAMPERPROOF SCREWS. TRANSFORMER 5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE 3 +!Z THHN IN ELECTRODES " 3 BARS AT 9' CENTERS WITH THE FLORIDA BUILDING CODE. � COND 6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE 3 MZ r" IN �/z" COND. RI R FLORIDA BUILDING CODE - PLUMBING SECTION 309 AS IT PERTAINS 1 S SG � - -- !✓ TO BOUY ANCY. 1. THE WATER VELOCITY THOUGH ALL SUCTION PIPING SHALL BE LESS THAN 8 FEET PER SECOND. NOTE* PROVIDE 0 8 BARE COPPER BOND WIRE FROM LIGHT TO POOL STEEL.WHERE - - 8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL BE LESS WIRE CONCRETE FROM DECK 18 NOT STEEL TO THE THAN 10 FEEL PER SECOND. HHE EQUIPMENT TO PANEL COPPER BOND 1' -1 10 "I-- 6" CERAMIC$ SWIMOUT SECTION 9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA VIOLET WHERE A CONCRETE SLAB IS PROVIDED, THE BOND WIRE SHALL BE CONNECTED = NO SCALE RADIATION AND NORMAL OPERATING TEMPERATURES. FROM THE POOL STEEL TO REINFORCING MESH CONTINUOUS TO THE 0 5 REINFORC ING BAR IN THE PERIMETER SLAB FOOTING. A BOND WIRE SHALL THEN BE CONNECTED -- 1 L FROM THE PERIMETER STEEL TO THE EQUIPMENT TO THE ELECTRICAL PANEL. - 7 ELECTRICAL NOTES: 14" DECK . X3 3 BARB AT 10" C/e lU CIL 18 MIN_ - I. ALLPOOL ELECTRICAL WORK SHALL BE ACCOMPL ISHED IN COMPLIANCE ;' ANTI VORTEX W WITH 2004 FLORIDA RESIDENCE BUILDING CODE. / - M' OPTIONAL 3 4 11 4" „ 2ALL ELECTRICAL GROUNDING AND BONDING MUST BE CONFORI'l BULLNOSE TiklE WIRE 8 COOPER Z WITH THE FLORIDA BUILDING CODE. NOSING ON S'I EPS TO POOL EQUIPMENT \ r op 3. NO OVERHEAD WIRING; SHALL BE LOCATED WITHIN 10'x' �3 BARS AT 1 ®" r/C j OF POOLS WATER EDGE. - A BEAT 4. SHOULD THE ELECTRICAL RISER DIAGRAM NOT ACCURATELY STEP AND SEAT STEEL HYDROSTATIC NPTE• PROVIDE NOT REQUIRED RELIEF NOT REQ'D. 0 3 BARB AT 10" C/C Z CONTINUO =��`aINGLE • 8 COOPER DEPICT REQUIRED WORK, A REVISED DRAWING SHALL BE SUB- BONDED IN FOUR POINT(360') MITTED AND APPROVED SHOWING EXPECTED AS BUILT CONFIGURATION c �` AROUND POOL t SPA S WITH ADDITIONAL SERVICE AND LOAD CALCULATIONS, IF NECESSARY. 8E S C = n ALL ELECTRICAL EQUIPMENT NOT SUITABLE FOR EXPOSURE TO THE. NO SCALE ELEMENTS SHALL BE ENCLOSED IN A WEATHERPROOF CONTAINER ALL PUMPS, POOL STEEL i HEATERS AND RTELATEDPOOL EQUIPMENT SHOWN ON THESE PLANS ARE SATISFACTORY FOR EXPOSURE TO THE ELEMENTS. P NON METALLIC CONDUIT TO JUNCTION BOX POOL SAFETY DEVICES: Li AS PER THE 2004 FLORIDA RESIDENTIAL BUILDING CODE, THIS POOL AND /OR SPA MUST BE NOTE: BOND WIRE TO BE SECURED N PROTECTED ( AT THE OWNER'S EXPENSES) FROM UNAUTHORIZED ACCESS IN ACCORDANCE WITH ONE OF THE FOLLOWING: TO STEEL s GRID WITH APPROVED CLAMP. TO BE ENCASED IN DECK SLAB SCALE: 1 /4 "- i' - I. A PERIMETER FENCE MUST BE LOCATED AROUND THE POOL UTILIZING A PART OR CONCRETE BOX PROVIDING OF THE HOUSE AS A BARRIER THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE MIN. 3' OF COVER AROUND CLAMP DATE: January 8, 2010 COMPLIANCE WHIT 2004 OF THE FLORIDA RESIDENTIAL BUILDING CODE. ACCESS TROUGH THE BARRIER MUST BE TROUGH SELF CLOSING, SELF LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE. POOL BOND IF A PART OF THE HOUSE IS TO BE USED AS BARRIER ALL DOORS -- ®gyp AND WINDOWS WITH DIRECT ACCESS t0 THE POOL SHALL BE EQUIPPED - _ UND L IGHT D � a C'4 WITH AN EXIT ALARM COMPLYING WITH 2004 FBCTHAT HAS A MINIMUM 3' 3, 3' - ®' MINIMUN v� SOUND PRESSURE RATING OF 85 6B AT 10 FEET AND IS EITHER HARD 4 RISERS AT tag N WIRED OR THE PLUG-IN TYPE. THE EXIT ALARM SHALL PRODUCE A '0 Ill EACH 0 3 • 9' CENTERS - _ TEE 8 CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN AARSE ' 6' ANTIVOR X OPENED. I MANDRAI COVERS ; `> THE ALAR1 SHALL SOUND IMMEDIATELY AFTER THE DOOR IS 3/4 ' x 2' I 6' C� ®i OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE BULLNOSE TILE -6' 2' t 1 DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE BAR SPLICE SA SIZE PUMP 2 1 d t EQUIPPED WHIT A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAS T S TEP SECTION SUCTION w NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE NO SCALE °; (- (0 LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR r•. Oa r.• WALL SECTION r 2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE NO SCALE _ _— SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE - - - - ,`G WATER THE NET OR COVER SHALL BE IN COMPLIANCE WITH 2004 FRSC POOL AND SPA DATA: " z Q \ 1 1/2' HYDROSTATIC RELIEF m O) 3. A CHILD SAFETY FENCE (KIDDIES FENCE) A MINIMUM OF 48 INCHES IN HEIGHT SHALL TUBE . ONLY ONE REQUIRED p O BE INSTALLED AROUND THE PERIMETER OF.THE POOL PREVENTING ACCESS TO THE 36 SURFACE . FACE AREA IS FTa 410J WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED 800 TURNOVE 11 \\� AT ONE END WHICH CAN ONLY B E REMOVED BY TOOLS. Q 24 PERIMETER (FEET) rya — M,4ND i�r4 (N DETAIL 4. A 1NATION PERIMETER FENCE CHILD FENCE MAY BE USED TO DECK AREA (SQ. FTa NO SCALE COMB OF THE PER E ER EN E AND VI S THE CHI FENCE IS INSTALLED IN 1 T S8 TO THE E E LD EN E LLED PREVENT ACCESS E POOL PRO D PROVIDED SCREEN Y OSTATIC u WITH A D3� PL IFT COMPLIANCE W ITEM 3 A AT JOINT TOP OF POOL OR SPA ELEV. TOP OF F WALL ADJUSTABLE LID SAFETY NOTES: COPING, WHICHERVER HIGHER D POOL* SET: IA PERMANENT SAFETY WARNING SIGN MUST BE PROVIDED AT V. TOP OF MAi IN I3 WEIR ALL SWIMMING POOL AND SPA AREAS READILY VISIBLE FROM THE MIAMI COUNTY CRITER 5.0 WATER LEVEL 2 OF 2 POOL AREA IN ACCORDANCE WITH 2004 FRBC 3 , ELEV. TOP OF MAINDRAIN 19 Z. THE WA AGAINST POOL IN FLOOD CRITERIA 3g ASKET W SIGN AS I TEM 1 ABOVE SHALL WARN CERAMIC TI E RN PER TE ERAM LE ' C SHALLOW WATER DIVING, THE PREVENTION OF DROWNING AND SHALL LE 2 '0 u HYDROSTATIC VAL YE I MIN.15 SaNd T HROA T , INCLUDE THE FOLLOWING STATEMENT: SLAB THICKNESS REQUIRED 'THERE IS NO SUBSTITUTION FOR ADULT SUPERVISION OF SMALL SUCTION LINE CHILDREN. IT {B STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT NOTE: IF THE POOL IN FLOOD CRITERIA IS LESS THAN FOOL UALL RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION 6.1 FEET THEN THE FLOOR SLAB SHALL TAPER FROM AND /OR CARDIOPULMONARY RESUSCITATION(CPU)' VENT. DETAI 6' AT THE SHALLOW END TO THAT INDICATED ABOVE 3. ALL DOOR AND WINDOWS WITH DIRECT ACCESS TO THE POOL AREA NO SCALE MUST BE EQUIPPED WITH AN ALARM WHICH PRODUCES AN AUDIBLE ; AS SLAB THICKNESS REQUIRED. ALARM WHEN THE DOOR OR ITS SCREEN IS OPEN. � i A*4Y l llv�� { 5K I MM E R D E TA IL 4. THE POOL AND /OR SPA SHALL NOT BE FILLED WITH WATER UNTIL A SEPARATE PEF "11T HAS BEEN OBTAINED FOR AN APPROVED SAFETY NO SCALE PSARRIRR imr_I timiNrs A sFmRiw!, -1 e:)rx SFI F - GL rsATF � ://� '}a r s ice i, > r, �•.wnniay. ci ..'s?4w..hR!�'b'L'R',:1.':n +rj r. ;¢ i ;xi ril c 3 I cn `i