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366 NE 99 St (17)S . �.T..'Tew �i .l:.:._ � "::. Y'J b - .• � S � _. ..I.'� r.k '.FY imdansimaaaaract. trAMINSimumi maisismagsgr; 4141141MMir, MUMMA, FAliirwRIZMINNI eart.sW 11112.1. ' LIS alltdrettaagen '''t1P/1 unerionmenha • ,4/ • O 1/4 Mom 1/244aiimna nalateavoli wt. amenamil /.1 77.4,4.79// • Ta -S1,7• .4... • 1,1' 4242ccilli& i "x /4 4-174. " 4 , I "Orryto " AT. 04.44 ET E E C: rtri t B C*YNE ENGI ERING COHP e # 7024 x > Clvti h n inuere F ebruar 5hox Ri NO COMM J. B ennett 18 t s r ed Engineer gi�tere Su r veyor �4 aTATE 0? FLORIDA HEREB CE, RTXFX: That the at tached . " SKETQK Ol? SURVEY" Q the above ep b c p ro erty true aid grea t tie . bes at Our, knOW1 beliet. a recent y Surveys and platted ' under 'our irei ti t .the a are .na neraaahni .un ahown ° there 2 AIR LINE 2' 'SPA JETS /IzeTURO f 1 1/2' POOL RETURN 12' - SKIMMER 2' VACUUM 2MAiN DRAIN 245P4 DRAIN PfZSSURE GAUGE 4 PRESSURE RELIEF VALVE TOP CARTRIDGE FILTER 120 SOFT. FILTER DRAIN 2HP AIR SLOWER 1 1/2' WASTE 2 HP PUMP WITH HAIR t LINT STRAINER SPA / POOL P I P I NO ISOMETRIC NT5 COPING STEPS I' -b" 5E AT T -O" DIA. 5' -b" WATER LEVEL 10" 10" • STEPS b" WALLS, b" BOTTOM PNEUMATICALLY PLACED CONCRETE WITH a ® E.W. DRAIN Nj • NT5 SPA SECTION A. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS OF S.515.29; OR POOL a THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER; OR 515.27 RESIDENTIAL SWIMMING POOL SAFETY FEATURES: IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, A RESIDENTIAL SWIMMING POOL MUST MEET AT LEAST ONE OF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: C. ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85 dB A AT 10 FEET; OR D. ALL DOORS PROVIDING DIRECT ACCESS FROM THE H(ME TO THE POOL MUST BE EQUIPPED WITH A SELF - CLOSING, SELF - LATCHING DEVICE WITH A RELEASE MECHANISM PLACED N0 LOWER-THAN_54— INCHES ABOVE THE FLOOR. SPILL WAY EQUIPMENT NOTES NO UNDERGROUND SUCTION LINES (21/2" OR LESS) WITH 90' BENDS ANCHOR POOL EQUIPMENT TO CONCRETE SLAB PER S.F.B.C.(B.O.) 2309.6 (o) (b). PROVIDE MINIMUM OF (4) 3/8" DIA TAPCONS PER ITEM. ' SPE I AL PROVISIONS: (5.F.B.G. 5 '15 AND ANSI/ 5PI 5) I. ALL 5Wii- rri1K6 , FOOLS, SPAS, AND HOT TlF.3 AREAS SHALL BE PROVIDED WITH A PER`- fANERdr SA WARNING 516N IN A READILY VISIBLE LOCATION FROM THE POOL AREA. (APENDIX F AN51/N5'PI -5-- 45). 2. EACH SAFETY WARNING SIGN SHALL WARN AGAINST SIAL LOW WAicK DIVINS, PREVENTION OF DROWNING AND INCLUDE THE' FOLLOWINO STATE MIN 'THERE 15 NO 5135TIlUTION FOR ADULT SUPERVISION OF SMALL CHILDREN. IT 15 STRONGLY RECOMMENDED THAT AT LEASE ON .ADULT RE"NDERIN6 CHIL 9JPERVI5101.1 11 AINE) IN ARTIFICIAL R.^ AND /OR CARDIOPULMONARY FtEsuE ITATION (CPR)". 3. ALL DOORS WITH ACGE55 TO THE POOL SHALL BE EQUIPPED WITH AN ALARM KI-41CH PRODJCEG AN AUVISL = ALARM Y44 EN T 4 DOOR OR 175 SCRs — N 15 OPEN. IMPERVIOUS STRUCTURALLY RIGID MATERIAL WITH A SMOOTH, SLIP PZ515TANT �INISH. STEPS AND E3ENGHES. TO HAVE 2" eONTRASTING TILE EDGE (TYPICAL) at-. 4.5 f1'GpL- r1 ufie)1x.16 es?ui to. ,4 r ------ - ----- CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITONS IN THE FIELD PRIOR TO START OF WORK AND NOTIFY ARCHITECT /ENGINEER OF ANY DISCREPANCY IN THE DRAWINGS AND OBTAIN HIS APPROVAL BEFORE PROCEEDING WITH WORK. MEMBER J 0 •D NATIONAL SPA e. POOL INSTITUTE trg- • MARK r'.612g POOL PLAN _1/4" =. 1' -0'• u POOL NOT INTENDED FOR DIVIN e REVISION DESCRIPTION DATE JOB N° 2.K1 iJM 17 INV E.B. No. 0001809 O.L. No. 127365 -5 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 '3O5) 266 -2566 DATE 7- 18.0 1 AIR RCS xo (oN.E• a9 2fRE T M lAtell t-t� FL. 13,!?:;. ALAN J. DAVIS P.E. CIVIL ENGINEER P.E. No I1O35 ' ,T.M• C� DNZAI.E Z Foci= AROUND T :-r-- POOL AREA IN AcGOQOA,4 (.. 1h111r1 ZONING GORE - NOTE I I FOR MINI; -1) x( REOlJ12MENT5- EXISTING GATE(S) TO BE SELF- GLOSIN6 4 SELF- LATCHING COUNTY, FLC.R STA - RITE CARTRIDGE FLTERSI QEv1SON 1 21 AuGt,GT 1 996 F I c-1 / � 3 �1J p . W • AT FAC1R - -- C CGZ PAGE (0? EQUAL) J N I • 1 14.1. 5 CcK ' 7E:P{TG ' �Y t64J ' Ot11EL ! r'G■L risESGRIPTION GTy 3 AND 4- SL OCX ¢I sL.!:.IVIsIGN '4_0 A MEN bE;p -P- 1 MIAMI L ^CMG ;i - :N PLAT :�� \'G TO T -_ =_.4- -__'c ✓ ."_5 t= ����_� �\ H OC - -- 10 c7 S(ORY G e? Ft v H .- Pciz,, I . - . • 1 C, • i�J •• STA -RITE MAX - E -ETAS RJ PS+ U.o ; b.o R� r? 1� •= D, ert a. 5 • • r SCALE 1"=20 N GOAL NOTES 1 . ALL POOL GUITE OR CONCRETE SHALL ATTAN 300( PSI COWRESSIVE STRENGTH WITT-4N 28 DAYS . 2 • RErFORCtG SNAIL EE 1€W E3LLET STEEL COW -OWN TO ASTM A6 1 3 . GRADE 60. 3 • ALL PPtG WI_ LE PVC SQ43XLE 40 • APPROVED FOR USE N POT/ AE WATER 4. INST LAFON OF LIGHTS • .WOTIoN E3OXES• GR'O(1ID5 ETC. SHALL OE N ACCORDANCE WITH TIE REOLIR€MENTS OF SECTION 680 OF TIE NATIONAL E .ECTR1C CODE. 5 . TIE OWTER SHALL FU?t'JISIT ADEOUATE ELECTRICAL SE ?Nice FO? TIE O'EPATION OF TEE MOTORS . I-EATERS LIGHTS . ETC • TIE OWrI3? SHALL PROVOS A DISCOMECT SWITCH AT 1 iE POOL EOUPMENT LOCATION F IT IS NOT WITHIN 50 1-ttT OF TEE FUSED SWITCH SERVICE PONT. 6 . TTE POOL PLItiP MOTOR . LKG{T • 144-1 AND LAC DES? OR CRAB RA LS SMALL DE O0f'EE{) TO TIE POOL STEEL WITH A • 8 SOW COPPER WIRE N A I NON - CORROSIVE` CONDUIT. 7 . P1JvP EO(5 ANENT (t+CLLLAz; FILTER AND/OR 1-EATER) : -(ALL OE LOCATED ABOVE TIE REOUR D BASE FL000 ETEVATKJN OR FL 8 . ON St1E NK,PECTKYN ND/CATES SAM M1J ROCK WITH A EE J NG CAPAOTY OF 2.0 K:.,r . TEE CONTRACTO'? SE VIII NO1 FY TIE Et4Gt€£R F OTI [3? CCSOITON ARE BCOWTEREiD 9 . ALL PATIO CONCRETE 5I -(411 ATTAN 3000 PSI COtr NESSIVE STRES4GT 1M11- N 28 DAYS. 10. POOL WATER DISPOSAL SHALL DE N ACCORDANCE WITH SFDC SECTION 5004.3. 1 . TIE OWtUR SMALL F'ROVOE A SCReEN 131CLOSURE . FENC . OR WALL WITH SELF - CLOSNG At•O F - LATCt -IMG GATE ( SEE DETAL FOR MtimUN REOLJIREt €NTS ) N ACCORDANCE WIT1 -4 ZCINRNG CODES REOLIREJ.€NTS . ( N5'1 APPEtO0( ) 12 . OWtF3? AND E3UI D€P SHALL EE RESi'ON5EtE FOR ACO(JRI'G RELEASES FROM UTLITY COWA.NtES FOR ALL PROPOSED CONSTRUCTION WITEM ANY UTLITY EASEMENT CR RIGHT-OF -WAY. 13 . T> FSE PLANS REMAIN T>-E PROPERTY OF DAVIS ENGNEEPf.: P . A . TEEY ARE NOT TRAIL IF fi2A.£3LE WITHOUT TIE WMT1tN CONSENT OF DAVIS ENGIrE QS P . A . (OR EQ(JAL) 6 ) SITE 'LAN • NO 1E4 CONTRACTOR SHALL ESTABLISH TT EXACT LOCATION OF UTLITES AT TI SITE . MINIMUM CLF_ARA vCE 011 SHALL DE EELD A1•O SHAH DE AS P OU EO BY TTE LOCAL REGULATORY AGENCY N GEt€94L ^ffil prole- tv'L o$ '- . F _L r 5 S \•K SEE NOTE C AE3OVE POOL LIGHT SWITCH G GPI RECEPTACLE lI� POOL- PUPA" V TRANSFORMER REOCARED FLOW RATE (OF'E3?ATt4G 1 2 ) RS/DAY) I 1 7 1 - 1 GPM RECOMvT tV 3XO FLOW RATE (OPCPATTAG 8 I PS/DAY). Z • 1 (,PM POOL TUPtJOVLT? • 2' 1 [PS . SPA TI_PN JVE3? 11•O RS Q 4 (A) (13) (C) (0) m (F) (G) ELECTRIC LEGEND 4' CONCRETE St M3 WITH 6 x 6, WI .4 x WI .4 'W 1 ON COMPACTED FLL (3000 PSI CONC . ) 8 x 8 TI ICK . EfX WITH 1 a 5 CONT Ptt TIC ALLY PLACED CONCRETE ETE WALLS 1 6' TT ROUGI IT REr FORCr*G • r 3. I " (/ ,Y E. W NO 1E• 1M ERE PATIOS APE UYCATED LY O1T 3?S. 11E PATIO DC_:SIGN NOTES SIIOWN ON TIE DETAILS AND SECTIONS DO NOT APPLY . PATIO DESIGN St -{ALL BE DT 0111_I?$. • • .l • • • • • • • 2OF'E 1 /4'/FT WATT? LrE 7 :00 � 1- c1 1 • `J JIJCPON 00X At'O PLI P SWITO 1 a JUNCTION DOX 0 EL.OWER Q TINE CLOCK Q SPA LICNT ,J SPA Plt.43 © SPA LICIT SNITCH ANTI GRATE t ist-E I =7FO It43 POOL 4.PEA . "0e 50 . FT ILA FLGGR J 11=1 I -III- 2h PI° HY os7A h" MIN GO NGRRET vol, ALL AROUND PR/SINS sPL I T � ��.,(1\ :7 ?- E POSITIVE ST=11:- L. ATCIt`G GATE Vr1 ITAP0WAPEf FUR PE3?M'W NT LOCKIN'3 ,,_p. POST • 10 FT. O . C . F T . ) ar>I GAO/ .alAN lrK f.�=94 WI T1-4 21MAX OPEC It . v0r4- • r,19413LE •• • • f 1 I I CCXeXETE (TIT') FENCE A . ALL POOL ELECT RCA L WORK SHALL COWLY W1114 N.E.C. (3 . No 0 VE121 EAD E ECTRIC WRING SHALL OE LOCATED Will 10' OP POOLS WATER EDGE 41'LE5s IT tS 18 FELT OR 1- GI -Ci?) C . PC IOR TO ELECTRICAL ROC/GI-4. E1EC TRICAL CONTRACTOR S) TALL SEuT A REVISION TO TT ESE DRA$A ri3S Sl KJWt4G EXISTr1G 5 ==R V10E v■111 -11 ADOIT ZONAL LOADS • CALCLLATIO\ S , AND EXPECTED AS - CCrFIGU?ATION F D1FF FROM TIE DRAWL GS LIGHT - 3 a 1 2 1P -20 / 1/2' C. r WATER LE'.13 POOL DEP 1N F1000 CI- 'ITT321A • POOL DOT 1 C+.1 ET.EVATION (A - E3) LP -LI=T IEAD (C - D) NYOQOSTATC VAL 00 T T OM At l) WALL SLAI3S d TOTAL ADJ 31E_O LEAD (E•F•G) I 4' MN • • . ! Floe( • 00 Z-Fl a 3 DRAINS ® " /lb' MIN. LAP TO FLOOR R ;REIN& I L� J L -4 MINIMUM . - RECOREKENTS 2. t7 FEET COPING (OPTIONAL) • . .I - 1�: I1111- dll =1� 1Tr St Yt3D LATG4 L 9.5 FEET ma. 0 . Q FE=ET Cp.0 FEET MSL 1 �. FitE M L 2 .5 FEET - 2 .O FCET - 2 . 5 FCET 3' CLEAR I' C I wJ 10' MN • _ - J 2 0' MAX . C POOL_ Rf 4 - • a 50L o cat) i An,4'S 1' NON - CORC?OSr E COrOU T 300 WATTS- 12 VOLT, REMOVAf3. (14)EPWAT ER LIGHT OR DRY r+CE E t 4' I t-tiyrj ;T'_ ELECTRIC DIAGRAM MEMBER NATIONAL SPA L POOL INSTITUTE ;IPA AI'TA . 2 SO . FT POOL. CAPACITY 1.1 GALS .t - SPA CAPAOTY • 7 1 GALS . t (vl •. WATER LrI SLOPE NOT TO EXCEED I.7 TO 5 FEET DEPTH. BOTTOM OP POOL 1 6' -' REINFORCING s . 3 • 14: I E • W POOL SECTION TREADS _ (3) 10' MIN . l DECK WATER L rE • . 1117 r 3 a 12 2P - 20 1/2' C POOL ©OTTOM • lif (d 12tSER tEIGNT MIST EE ltir (b) t 2' MOM TIE LUIFORM Rt5ER IFICNT (c) CONTRASTNG TILE AT EWJC -•E STEPS DETAIL E 0WER I �1_ A VS THERAPY SEAT (NOT TO EXCEED* 101 OF POOL PS?IM(= [EP) I *,/ LIGHT - 3 ,i 12 AMPS I P- 2 0 / In' C. 3 a 12 2P -20 I /2' C SF'A LK{T 100 W 3 AW$ - 6 AM 3 S FAO- • F Ff3ES2 OPTICS LK{T SYSTEM tS USE NO NCl E tS REOL$ r3) - ` DETAL ON SI CET 1- N O T E ' D E T A I L S A R E N O T T O S C A L E DATE : 7- I - 2( MAN WAN (SEE DETAU 1 ANNIM NOTE .AD-LIST DECK ELEVATION TO ALLOW FOR DECO FrLf,l - 1. COPING- FACE TLE E3RICK CQP1NG EQG. ESCuTCIEON PLATE r ,*l • J '� fr o ALTERNATE POOL DECK ON O�CACTPASAW SLOPE I / 4'/FT 8' x 8' OON RE FOOTING WITH (I ) • 5 CONT Ot'1.YF SCREEN ENCLOSURE IS TO EE COLT 2 4' ADDER __ POOL OC-0( • J. M' Q61I z0 6 4-E z EDGE AbREU RES N. E. .11 '1 HMI '21- R fit•• X 313 WEDGE AfOR EROU4J •A 1 -4-17 1/2' �- POOL DE <K • - DENO STEEL FU? :N(; O PLRPCSES / ( 6 I 1 ' 1 'LAN J. DAVIS P,)_ 1 l CIVIL ENGINEER / \ . E No 11035 ' E.B. No 0001809 O.L. No 1[1365 -5 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 J00 M : 2.0114 • MODEL- IX 35 50 70 100 135 FILTER N''FFA c.$0 . FT . ) 3 7 5 2 7 2 102 137 RATEtco'4 • 1 ' i O.FT. 2 T 52 72 102 137 • .1.1.0V 8V0 Gad SIZE 1 . 5' V 2.5' 3' 2 2 5 4' , --- aPPLY (GPt,0 N _ ( 10 N 60 100 125 S(JCTKXJ (GPM) (V (- 5 FPS) - 50 7 0 100 175 Foci= AROUND T :-r-- POOL AREA IN AcGOQOA,4 (.. 1h111r1 ZONING GORE - NOTE I I FOR MINI; -1) x( REOlJ12MENT5- EXISTING GATE(S) TO BE SELF- GLOSIN6 4 SELF- LATCHING COUNTY, FLC.R STA - RITE CARTRIDGE FLTERSI QEv1SON 1 21 AuGt,GT 1 996 F I c-1 / � 3 �1J p . W • AT FAC1R - -- C CGZ PAGE (0? EQUAL) J N I • 1 14.1. 5 CcK ' 7E:P{TG ' �Y t64J ' Ot11EL ! r'G■L risESGRIPTION GTy 3 AND 4- SL OCX ¢I sL.!:.IVIsIGN '4_0 A MEN bE;p -P- 1 MIAMI L ^CMG ;i - :N PLAT :�� \'G TO T -_ =_.4- -__'c ✓ ."_5 t= ����_� �\ H OC - -- 10 c7 S(ORY G e? Ft v H .- Pciz,, I . - . • 1 C, • i�J •• STA -RITE MAX - E -ETAS RJ PS+ U.o ; b.o R� r? 1� •= D, ert a. 5 • • r SCALE 1"=20 N GOAL NOTES 1 . ALL POOL GUITE OR CONCRETE SHALL ATTAN 300( PSI COWRESSIVE STRENGTH WITT-4N 28 DAYS . 2 • RErFORCtG SNAIL EE 1€W E3LLET STEEL COW -OWN TO ASTM A6 1 3 . GRADE 60. 3 • ALL PPtG WI_ LE PVC SQ43XLE 40 • APPROVED FOR USE N POT/ AE WATER 4. INST LAFON OF LIGHTS • .WOTIoN E3OXES• GR'O(1ID5 ETC. SHALL OE N ACCORDANCE WITH TIE REOLIR€MENTS OF SECTION 680 OF TIE NATIONAL E .ECTR1C CODE. 5 . TIE OWTER SHALL FU?t'JISIT ADEOUATE ELECTRICAL SE ?Nice FO? TIE O'EPATION OF TEE MOTORS . I-EATERS LIGHTS . ETC • TIE OWrI3? SHALL PROVOS A DISCOMECT SWITCH AT 1 iE POOL EOUPMENT LOCATION F IT IS NOT WITHIN 50 1-ttT OF TEE FUSED SWITCH SERVICE PONT. 6 . TTE POOL PLItiP MOTOR . LKG{T • 144-1 AND LAC DES? OR CRAB RA LS SMALL DE O0f'EE{) TO TIE POOL STEEL WITH A • 8 SOW COPPER WIRE N A I NON - CORROSIVE` CONDUIT. 7 . P1JvP EO(5 ANENT (t+CLLLAz; FILTER AND/OR 1-EATER) : -(ALL OE LOCATED ABOVE TIE REOUR D BASE FL000 ETEVATKJN OR FL 8 . ON St1E NK,PECTKYN ND/CATES SAM M1J ROCK WITH A EE J NG CAPAOTY OF 2.0 K:.,r . TEE CONTRACTO'? SE VIII NO1 FY TIE Et4Gt€£R F OTI [3? CCSOITON ARE BCOWTEREiD 9 . ALL PATIO CONCRETE 5I -(411 ATTAN 3000 PSI COtr NESSIVE STRES4GT 1M11- N 28 DAYS. 10. POOL WATER DISPOSAL SHALL DE N ACCORDANCE WITH SFDC SECTION 5004.3. 1 . TIE OWtUR SMALL F'ROVOE A SCReEN 131CLOSURE . FENC . OR WALL WITH SELF - CLOSNG At•O F - LATCt -IMG GATE ( SEE DETAL FOR MtimUN REOLJIREt €NTS ) N ACCORDANCE WIT1 -4 ZCINRNG CODES REOLIREJ.€NTS . ( N5'1 APPEtO0( ) 12 . OWtF3? AND E3UI D€P SHALL EE RESi'ON5EtE FOR ACO(JRI'G RELEASES FROM UTLITY COWA.NtES FOR ALL PROPOSED CONSTRUCTION WITEM ANY UTLITY EASEMENT CR RIGHT-OF -WAY. 13 . T> FSE PLANS REMAIN T>-E PROPERTY OF DAVIS ENGNEEPf.: P . A . TEEY ARE NOT TRAIL IF fi2A.£3LE WITHOUT TIE WMT1tN CONSENT OF DAVIS ENGIrE QS P . A . (OR EQ(JAL) 6 ) SITE 'LAN • NO 1E4 CONTRACTOR SHALL ESTABLISH TT EXACT LOCATION OF UTLITES AT TI SITE . MINIMUM CLF_ARA vCE 011 SHALL DE EELD A1•O SHAH DE AS P OU EO BY TTE LOCAL REGULATORY AGENCY N GEt€94L ^ffil prole- tv'L o$ '- . F _L r 5 S \•K SEE NOTE C AE3OVE POOL LIGHT SWITCH G GPI RECEPTACLE lI� POOL- PUPA" V TRANSFORMER REOCARED FLOW RATE (OF'E3?ATt4G 1 2 ) RS/DAY) I 1 7 1 - 1 GPM RECOMvT tV 3XO FLOW RATE (OPCPATTAG 8 I PS/DAY). Z • 1 (,PM POOL TUPtJOVLT? • 2' 1 [PS . SPA TI_PN JVE3? 11•O RS Q 4 (A) (13) (C) (0) m (F) (G) ELECTRIC LEGEND 4' CONCRETE St M3 WITH 6 x 6, WI .4 x WI .4 'W 1 ON COMPACTED FLL (3000 PSI CONC . ) 8 x 8 TI ICK . EfX WITH 1 a 5 CONT Ptt TIC ALLY PLACED CONCRETE ETE WALLS 1 6' TT ROUGI IT REr FORCr*G • r 3. I " (/ ,Y E. W NO 1E• 1M ERE PATIOS APE UYCATED LY O1T 3?S. 11E PATIO DC_:SIGN NOTES SIIOWN ON TIE DETAILS AND SECTIONS DO NOT APPLY . PATIO DESIGN St -{ALL BE DT 0111_I?$. • • .l • • • • • • • 2OF'E 1 /4'/FT WATT? LrE 7 :00 � 1- c1 1 • `J JIJCPON 00X At'O PLI P SWITO 1 a JUNCTION DOX 0 EL.OWER Q TINE CLOCK Q SPA LICNT ,J SPA Plt.43 © SPA LICIT SNITCH ANTI GRATE t ist-E I =7FO It43 POOL 4.PEA . "0e 50 . FT ILA FLGGR J 11=1 I -III- 2h PI° HY os7A h" MIN GO NGRRET vol, ALL AROUND PR/SINS sPL I T � ��.,(1\ :7 ?- E POSITIVE ST=11:- L. ATCIt`G GATE Vr1 ITAP0WAPEf FUR PE3?M'W NT LOCKIN'3 ,,_p. POST • 10 FT. O . C . F T . ) ar>I GAO/ .alAN lrK f.�=94 WI T1-4 21MAX OPEC It . v0r4- • r,19413LE •• • • f 1 I I CCXeXETE (TIT') FENCE A . ALL POOL ELECT RCA L WORK SHALL COWLY W1114 N.E.C. (3 . No 0 VE121 EAD E ECTRIC WRING SHALL OE LOCATED Will 10' OP POOLS WATER EDGE 41'LE5s IT tS 18 FELT OR 1- GI -Ci?) C . PC IOR TO ELECTRICAL ROC/GI-4. E1EC TRICAL CONTRACTOR S) TALL SEuT A REVISION TO TT ESE DRA$A ri3S Sl KJWt4G EXISTr1G 5 ==R V10E v■111 -11 ADOIT ZONAL LOADS • CALCLLATIO\ S , AND EXPECTED AS - CCrFIGU?ATION F D1FF FROM TIE DRAWL GS LIGHT - 3 a 1 2 1P -20 / 1/2' C. r WATER LE'.13 POOL DEP 1N F1000 CI- 'ITT321A • POOL DOT 1 C+.1 ET.EVATION (A - E3) LP -LI=T IEAD (C - D) NYOQOSTATC VAL 00 T T OM At l) WALL SLAI3S d TOTAL ADJ 31E_O LEAD (E•F•G) I 4' MN • • . ! Floe( • 00 Z-Fl a 3 DRAINS ® " /lb' MIN. LAP TO FLOOR R ;REIN& I L� J L -4 MINIMUM . - RECOREKENTS 2. t7 FEET COPING (OPTIONAL) • . .I - 1�: I1111- dll =1� 1Tr St Yt3D LATG4 L 9.5 FEET ma. 0 . Q FE=ET Cp.0 FEET MSL 1 �. FitE M L 2 .5 FEET - 2 .O FCET - 2 . 5 FCET 3' CLEAR I' C I wJ 10' MN • _ - J 2 0' MAX . C POOL_ Rf 4 - • a 50L o cat) i An,4'S 1' NON - CORC?OSr E COrOU T 300 WATTS- 12 VOLT, REMOVAf3. (14)EPWAT ER LIGHT OR DRY r+CE E t 4' I t-tiyrj ;T'_ ELECTRIC DIAGRAM MEMBER NATIONAL SPA L POOL INSTITUTE ;IPA AI'TA . 2 SO . FT POOL. CAPACITY 1.1 GALS .t - SPA CAPAOTY • 7 1 GALS . t (vl •. WATER LrI SLOPE NOT TO EXCEED I.7 TO 5 FEET DEPTH. BOTTOM OP POOL 1 6' -' REINFORCING s . 3 • 14: I E • W POOL SECTION TREADS _ (3) 10' MIN . l DECK WATER L rE • . 1117 r 3 a 12 2P - 20 1/2' C POOL ©OTTOM • lif (d 12tSER tEIGNT MIST EE ltir (b) t 2' MOM TIE LUIFORM Rt5ER IFICNT (c) CONTRASTNG TILE AT EWJC -•E STEPS DETAIL E 0WER I �1_ A VS THERAPY SEAT (NOT TO EXCEED* 101 OF POOL PS?IM(= [EP) I *,/ LIGHT - 3 ,i 12 AMPS I P- 2 0 / In' C. 3 a 12 2P -20 I /2' C SF'A LK{T 100 W 3 AW$ - 6 AM 3 S FAO- • F Ff3ES2 OPTICS LK{T SYSTEM tS USE NO NCl E tS REOL$ r3) - ` DETAL ON SI CET 1- N O T E ' D E T A I L S A R E N O T T O S C A L E DATE : 7- I - 2( MAN WAN (SEE DETAU 1 ANNIM NOTE .AD-LIST DECK ELEVATION TO ALLOW FOR DECO FrLf,l - 1. COPING- FACE TLE E3RICK CQP1NG EQG. ESCuTCIEON PLATE r ,*l • J '� fr o ALTERNATE POOL DECK ON O�CACTPASAW SLOPE I / 4'/FT 8' x 8' OON RE FOOTING WITH (I ) • 5 CONT Ot'1.YF SCREEN ENCLOSURE IS TO EE COLT 2 4' ADDER __ POOL OC-0( • J. M' Q61I z0 6 4-E z EDGE AbREU RES N. E. .11 '1 HMI '21- R fit•• X 313 WEDGE AfOR EROU4J •A 1 -4-17 1/2' �- POOL DE <K • - DENO STEEL FU? :N(; O PLRPCSES / ( 6 I 1 ' 1 'LAN J. DAVIS P,)_ 1 l CIVIL ENGINEER / \ . E No 11035 ' E.B. No 0001809 O.L. No 1[1365 -5 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 J00 M : 2.0114 • ' MOOD- El' PESO.. 1/2 PESOL 3/4 PESEL 1 PESFL 1 1/2 PESG 2 PATE GF'M • 50' TON 4 5 6 5 80 9 5 ;` 00 . 1( Foci= AROUND T :-r-- POOL AREA IN AcGOQOA,4 (.. 1h111r1 ZONING GORE - NOTE I I FOR MINI; -1) x( REOlJ12MENT5- EXISTING GATE(S) TO BE SELF- GLOSIN6 4 SELF- LATCHING COUNTY, FLC.R STA - RITE CARTRIDGE FLTERSI QEv1SON 1 21 AuGt,GT 1 996 F I c-1 / � 3 �1J p . W • AT FAC1R - -- C CGZ PAGE (0? EQUAL) J N I • 1 14.1. 5 CcK ' 7E:P{TG ' �Y t64J ' Ot11EL ! r'G■L risESGRIPTION GTy 3 AND 4- SL OCX ¢I sL.!:.IVIsIGN '4_0 A MEN bE;p -P- 1 MIAMI L ^CMG ;i - :N PLAT :�� \'G TO T -_ =_.4- -__'c ✓ ."_5 t= ����_� �\ H OC - -- 10 c7 S(ORY G e? Ft v H .- Pciz,, I . - . • 1 C, • i�J •• STA -RITE MAX - E -ETAS RJ PS+ U.o ; b.o R� r? 1� •= D, ert a. 5 • • r SCALE 1"=20 N GOAL NOTES 1 . ALL POOL GUITE OR CONCRETE SHALL ATTAN 300( PSI COWRESSIVE STRENGTH WITT-4N 28 DAYS . 2 • RErFORCtG SNAIL EE 1€W E3LLET STEEL COW -OWN TO ASTM A6 1 3 . GRADE 60. 3 • ALL PPtG WI_ LE PVC SQ43XLE 40 • APPROVED FOR USE N POT/ AE WATER 4. INST LAFON OF LIGHTS • .WOTIoN E3OXES• GR'O(1ID5 ETC. SHALL OE N ACCORDANCE WITH TIE REOLIR€MENTS OF SECTION 680 OF TIE NATIONAL E .ECTR1C CODE. 5 . TIE OWTER SHALL FU?t'JISIT ADEOUATE ELECTRICAL SE ?Nice FO? TIE O'EPATION OF TEE MOTORS . I-EATERS LIGHTS . ETC • TIE OWrI3? SHALL PROVOS A DISCOMECT SWITCH AT 1 iE POOL EOUPMENT LOCATION F IT IS NOT WITHIN 50 1-ttT OF TEE FUSED SWITCH SERVICE PONT. 6 . TTE POOL PLItiP MOTOR . LKG{T • 144-1 AND LAC DES? OR CRAB RA LS SMALL DE O0f'EE{) TO TIE POOL STEEL WITH A • 8 SOW COPPER WIRE N A I NON - CORROSIVE` CONDUIT. 7 . P1JvP EO(5 ANENT (t+CLLLAz; FILTER AND/OR 1-EATER) : -(ALL OE LOCATED ABOVE TIE REOUR D BASE FL000 ETEVATKJN OR FL 8 . ON St1E NK,PECTKYN ND/CATES SAM M1J ROCK WITH A EE J NG CAPAOTY OF 2.0 K:.,r . TEE CONTRACTO'? SE VIII NO1 FY TIE Et4Gt€£R F OTI [3? CCSOITON ARE BCOWTEREiD 9 . ALL PATIO CONCRETE 5I -(411 ATTAN 3000 PSI COtr NESSIVE STRES4GT 1M11- N 28 DAYS. 10. POOL WATER DISPOSAL SHALL DE N ACCORDANCE WITH SFDC SECTION 5004.3. 1 . TIE OWtUR SMALL F'ROVOE A SCReEN 131CLOSURE . FENC . OR WALL WITH SELF - CLOSNG At•O F - LATCt -IMG GATE ( SEE DETAL FOR MtimUN REOLJIREt €NTS ) N ACCORDANCE WIT1 -4 ZCINRNG CODES REOLIREJ.€NTS . ( N5'1 APPEtO0( ) 12 . OWtF3? AND E3UI D€P SHALL EE RESi'ON5EtE FOR ACO(JRI'G RELEASES FROM UTLITY COWA.NtES FOR ALL PROPOSED CONSTRUCTION WITEM ANY UTLITY EASEMENT CR RIGHT-OF -WAY. 13 . T> FSE PLANS REMAIN T>-E PROPERTY OF DAVIS ENGNEEPf.: P . A . TEEY ARE NOT TRAIL IF fi2A.£3LE WITHOUT TIE WMT1tN CONSENT OF DAVIS ENGIrE QS P . A . (OR EQ(JAL) 6 ) SITE 'LAN • NO 1E4 CONTRACTOR SHALL ESTABLISH TT EXACT LOCATION OF UTLITES AT TI SITE . MINIMUM CLF_ARA vCE 011 SHALL DE EELD A1•O SHAH DE AS P OU EO BY TTE LOCAL REGULATORY AGENCY N GEt€94L ^ffil prole- tv'L o$ '- . F _L r 5 S \•K SEE NOTE C AE3OVE POOL LIGHT SWITCH G GPI RECEPTACLE lI� POOL- PUPA" V TRANSFORMER REOCARED FLOW RATE (OF'E3?ATt4G 1 2 ) RS/DAY) I 1 7 1 - 1 GPM RECOMvT tV 3XO FLOW RATE (OPCPATTAG 8 I PS/DAY). Z • 1 (,PM POOL TUPtJOVLT? • 2' 1 [PS . SPA TI_PN JVE3? 11•O RS Q 4 (A) (13) (C) (0) m (F) (G) ELECTRIC LEGEND 4' CONCRETE St M3 WITH 6 x 6, WI .4 x WI .4 'W 1 ON COMPACTED FLL (3000 PSI CONC . ) 8 x 8 TI ICK . EfX WITH 1 a 5 CONT Ptt TIC ALLY PLACED CONCRETE ETE WALLS 1 6' TT ROUGI IT REr FORCr*G • r 3. I " (/ ,Y E. W NO 1E• 1M ERE PATIOS APE UYCATED LY O1T 3?S. 11E PATIO DC_:SIGN NOTES SIIOWN ON TIE DETAILS AND SECTIONS DO NOT APPLY . PATIO DESIGN St -{ALL BE DT 0111_I?$. • • .l • • • • • • • 2OF'E 1 /4'/FT WATT? LrE 7 :00 � 1- c1 1 • `J JIJCPON 00X At'O PLI P SWITO 1 a JUNCTION DOX 0 EL.OWER Q TINE CLOCK Q SPA LICNT ,J SPA Plt.43 © SPA LICIT SNITCH ANTI GRATE t ist-E I =7FO It43 POOL 4.PEA . "0e 50 . FT ILA FLGGR J 11=1 I -III- 2h PI° HY os7A h" MIN GO NGRRET vol, ALL AROUND PR/SINS sPL I T � ��.,(1\ :7 ?- E POSITIVE ST=11:- L. ATCIt`G GATE Vr1 ITAP0WAPEf FUR PE3?M'W NT LOCKIN'3 ,,_p. POST • 10 FT. O . C . F T . ) ar>I GAO/ .alAN lrK f.�=94 WI T1-4 21MAX OPEC It . v0r4- • r,19413LE •• • • f 1 I I CCXeXETE (TIT') FENCE A . ALL POOL ELECT RCA L WORK SHALL COWLY W1114 N.E.C. (3 . No 0 VE121 EAD E ECTRIC WRING SHALL OE LOCATED Will 10' OP POOLS WATER EDGE 41'LE5s IT tS 18 FELT OR 1- GI -Ci?) C . PC IOR TO ELECTRICAL ROC/GI-4. E1EC TRICAL CONTRACTOR S) TALL SEuT A REVISION TO TT ESE DRA$A ri3S Sl KJWt4G EXISTr1G 5 ==R V10E v■111 -11 ADOIT ZONAL LOADS • CALCLLATIO\ S , AND EXPECTED AS - CCrFIGU?ATION F D1FF FROM TIE DRAWL GS LIGHT - 3 a 1 2 1P -20 / 1/2' C. r WATER LE'.13 POOL DEP 1N F1000 CI- 'ITT321A • POOL DOT 1 C+.1 ET.EVATION (A - E3) LP -LI=T IEAD (C - D) NYOQOSTATC VAL 00 T T OM At l) WALL SLAI3S d TOTAL ADJ 31E_O LEAD (E•F•G) I 4' MN • • . ! Floe( • 00 Z-Fl a 3 DRAINS ® " /lb' MIN. LAP TO FLOOR R ;REIN& I L� J L -4 MINIMUM . - RECOREKENTS 2. t7 FEET COPING (OPTIONAL) • . .I - 1�: I1111- dll =1� 1Tr St Yt3D LATG4 L 9.5 FEET ma. 0 . Q FE=ET Cp.0 FEET MSL 1 �. FitE M L 2 .5 FEET - 2 .O FCET - 2 . 5 FCET 3' CLEAR I' C I wJ 10' MN • _ - J 2 0' MAX . C POOL_ Rf 4 - • a 50L o cat) i An,4'S 1' NON - CORC?OSr E COrOU T 300 WATTS- 12 VOLT, REMOVAf3. (14)EPWAT ER LIGHT OR DRY r+CE E t 4' I t-tiyrj ;T'_ ELECTRIC DIAGRAM MEMBER NATIONAL SPA L POOL INSTITUTE ;IPA AI'TA . 2 SO . FT POOL. CAPACITY 1.1 GALS .t - SPA CAPAOTY • 7 1 GALS . t (vl •. WATER LrI SLOPE NOT TO EXCEED I.7 TO 5 FEET DEPTH. BOTTOM OP POOL 1 6' -' REINFORCING s . 3 • 14: I E • W POOL SECTION TREADS _ (3) 10' MIN . l DECK WATER L rE • . 1117 r 3 a 12 2P - 20 1/2' C POOL ©OTTOM • lif (d 12tSER tEIGNT MIST EE ltir (b) t 2' MOM TIE LUIFORM Rt5ER IFICNT (c) CONTRASTNG TILE AT EWJC -•E STEPS DETAIL E 0WER I �1_ A VS THERAPY SEAT (NOT TO EXCEED* 101 OF POOL PS?IM(= [EP) I *,/ LIGHT - 3 ,i 12 AMPS I P- 2 0 / In' C. 3 a 12 2P -20 I /2' C SF'A LK{T 100 W 3 AW$ - 6 AM 3 S FAO- • F Ff3ES2 OPTICS LK{T SYSTEM tS USE NO NCl E tS REOL$ r3) - ` DETAL ON SI CET 1- N O T E ' D E T A I L S A R E N O T T O S C A L E DATE : 7- I - 2( MAN WAN (SEE DETAU 1 ANNIM NOTE .AD-LIST DECK ELEVATION TO ALLOW FOR DECO FrLf,l - 1. COPING- FACE TLE E3RICK CQP1NG EQG. ESCuTCIEON PLATE r ,*l • J '� fr o ALTERNATE POOL DECK ON O�CACTPASAW SLOPE I / 4'/FT 8' x 8' OON RE FOOTING WITH (I ) • 5 CONT Ot'1.YF SCREEN ENCLOSURE IS TO EE COLT 2 4' ADDER __ POOL OC-0( • J. M' Q61I z0 6 4-E z EDGE AbREU RES N. E. .11 '1 HMI '21- R fit•• X 313 WEDGE AfOR EROU4J •A 1 -4-17 1/2' �- POOL DE <K • - DENO STEEL FU? :N(; O PLRPCSES / ( 6 I 1 ' 1 'LAN J. DAVIS P,)_ 1 l CIVIL ENGINEER / \ . E No 11035 ' E.B. No 0001809 O.L. No 1[1365 -5 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 J00 M : 2.0114 • ------ ..Msre,--:: a2e • ' - .......................,.., £#t . -A1 (2(1/ /gf 't \ 0 il c-. )'-. / (_ .i ' ' ,Y e X,I , e20 1 't .' ''' - - - 9 ;% ..r. /03 " _ J'iv 'o1e .- . E . 1 ..Y.s ,;•, Xi .' /" //' •. D. 4. , • , ef . "r S k ',lee' / "II , f7Z I. / 3/4 k x 7,, X / ky'-' :.57. a <,,,,;- ....i6/4),(Aio • . \ ,v. A 6 /5 ,;(/ 1 /.1" 4 - -, , ,./ , z _' ,, ,, -,./ r/6x ..x /7(3 / 10 V ' VA? 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