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PLANS. + t { `F $ �. . r .� •• 4__ . k . •' y �. - -Fn -'--'t —t' 4 ? ��Y K y f M t r • 1 . , r' K r s [ TTF f ] �. r L2,2 1.GC0 ti "JJ tiwa, ww DATg • T C1fNICAL ERVI E 5 E. s. FREDERICK • ENGk. *136 2 MIAMf, FLC1r2fi.• J.v F• t: .(J • - -- A' • ',41a4.,a):?) 1=.50-c 2 S' <4 l�:x' �( d g . e:.. r (, W i;741 i 1L MOOE3- TX 3 5 50 70 100 13 5 FL TER AREA (so . FT 37 52 72 102 137 RATE (c ke • 1 GPM/SO . FT . 37 52 72 102 137 - ) LOVdVO �dld SIZE 1 . 5' 2' 2 . 5' 3' 4' SUPPLY (GPM) N S 10 FPS) 60 100 125 2 2 5 — SUCTION (GPM) (V S 5 FPS) _ — 50 - 70 100 - 175 '. .SrS•.'st Mphott Pavement: 404 FENCE AROUND THE: POOL AREA IN AC.GORDANGE V1ITri ZONING CODs= • -: EE NOTE H FOR MINIM J-1 -1 REQUIREMENTS- EXISTING GATE(S) TO BE SELF- GLCSING E SELF - LATCHING STA - RITE CARTRIDGE FILTERSI REVISION 12 , AUGUST 1 9 9 6 Fr, d. (he c!cNQ F,rd. Reber GENERAL NOTES SIT PLAN S AL1= 1"=0 3' Grass Ai phott. I . ALL POOL GUNITE OR CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTI -I WIT1-IIN 28 DAYS . 2 . REINFORCING SHALL BE NEW BILLET S1Tfl_ CONFORMNG TO ASTM 4615 , GRADE 60 . 3 . ALL PIPING SHALL BE PVC SCIEDLLE 40 , APPROVED FOR USE N POTABLE WATER 4 . INSTALLATION OF LIGHTS , JUNCTION BOXES , GROUrVS , ETC . SHALL BE IN ACCORDANCE WITH TIN= REQUIREMENTS OF SECTION 680 OF TIE NATIONAL ELECTRIC CODE . 5 . TIE OWNER SIJALL FURNISH ADEOUATE ELECTRICAL SERVICE FOR THE OPERATION OF TIE MOTORS , IEATER LIGHTS , ETC . TIE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT TIE POOL EQUIPMENT LOCA1 ION IF IT IS NOT WITHIN 50 FEET OP THE FUSED SWITCH SERVICE POINT . 6 . 11•E POOL PUMP MOTOR , LIGHT , HANDRAILS AND LADDER OR CRAB RAILS SHALL BE BONDED TO TIE POOL STEEL WITH A a 8 SOLID COPPER WIRE IN A 1 NON- CORROSIVE CONDUIT. 7 . PUMP EOUPMENT (INCLUDING FILTER AND /OR I- aEATER) SHALL BE LOCATED ABOVE TIE REQUIRED BASE FLOOD ELEVATION OR FLOODPROOFED 8 • ON SITE INSPECTION INDICATES SAND ANA ROCK WITH A BEARING CAPACITY OF 2 . 0 KSF • TILE CONTRACTOR SHALL NOTIFY TIE ENNG-NEER F OTTER CONDITION ARE ENCOUNTERED . 9 . ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITHN 28 DAYS . 10. POOL WATER DISPOSAL SHALL BE N ACCORDANCE W1TTJ SFE3C SECTION 5004.3. 11 . TIE OWNER SHALL PROVIDE A SCREEN ENCLOSU?E , FENCE , CR WALL WITH SELF - CLOSING AND SELF - LATCHING GATE ( SEE DETAIL FOR MINIMUN REQUIREMENTS ) N ACCORDANCE WITH ZONING CODES REQUIREMENTS . , ( NSPI APPENDIX ) 12. OWNER AND BUILDER SHALL BE RESPONSIBLE FOR ACQUIRING RELEASES FROM UTILITY COMPG.NIES FOR ALL PROPOSED CONSTRUCTION WIT)-IN ANT UTILITY EASEMENT OR PO-IT - OF - WAY . 13 , THESE PLANS REMAIN Tl•E PROPERTY OF DAVIS ENGINEERS P . A . THEY ARE NOT TRANSFERABLE WITHOUT TTE WRITTEN CONSENT OF DAVIS ENGINEERS P . A . (OR EQUAL) STA - RITE MAX - E - GLAS PUMPSI (OR EQUAL) PE5GL 2 MODEL I-4 RATE GPM • 50' TD-4 PE5CL 1/2 PE5DL 3/4 PE5EL 45 65 80 PE5FL I 1/2 REQUIRED FLOW RECOMMENDEDED POOL TURNOVER 100 RATE (OPERATING 12 Ht?S /DAY) ' 1 6' FLOW RATE (OPERATING 8 1-PS /DAY)' 2'' 1 2.2 IRS. 2'73.1 S' Fr4. D.J4o(i BRICK COPING EDGE GR ne't).A ADDER 18' -- a 3 BAR O. 4'd 9 1 1 LEGAL DESCRIPTION: LOT 4 G BLOCK 41 OF /1/2N 6 HE-1 - 1D C) FLAT &&F • I SUBDIVISION, ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK I J AT PAGE 70 OF THE PUBLIC RECORDS OF 2Z' P COUNTY, FLORIDA. NOTE CONTRACTOR SHALL ESTABLISH TIE EXACT LOCATION OF UTILITIES AT THE SITE . MINII`1UM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED BY TIE LOCAL REGLIATORY AGENCY IN GENERAL . co 0 � J R f Cc r. ELECTRIC LEGEND OA POOL LIGHT SWITCH BO GF1 RECEPTACLE © POOL PUMP 0 JUNCTION BOX PUMP SWITCH © TRANSFORMER Q JUNCTION BOX © TIME CLOCK Z 2 SEE NOTE C ABOVE F FUER OPTICS LIGHT SYSTEM IS INSTALL NO NICI -EE G REOU RE-D -SEE DETAIL ON E' -EET I - 4' CONCRETE SLAB WI1T -( 6 x 6, WI .4 x WI .4 WWM ON COMPACTED FILL (3 000 PSI CONC . ) SLOPE I /4'/F T 8 x 8 TLIICK . EDCE WITI -I I 5 CONT PNEUMATICALLY PLACED CONCRETE WALLS ' 6' THROUGHOUT REINFORCING 1 a 3• 12 E. W BOTTOM OF NOTE' WI ERE PATIOS ARE INDICATED BY OTHERS, REINFORCING TI-E PATIO DESIGN NOTES SHOWN ON Tl DETAILS AND SECTIONS DO NOT APPLY . PATIO DESIGN SHALL BE BY OTHERS -• • Q 1— (A) WATER LEVEL 1 Q (B) POOL DEPTH 1 ���...... (C) FLOOD CRITERIA (D) POOL BOTTOM ELEVATION (A - B) (E) UP - LIFT HEAD (C - D) I J 1- (F) HYDROSTATIC VALVE 1 (G) BOTTOM AND WALL SLABS 1 0 TOTAL ADJUSTED HEAD (E F + G) GPM GPM POOL AREA I SQ . FT I: •' !: ti!� 7 COPING (OPTIONAL) 3' CLEAR • . CID 0o — I (,) SELF - CLOSING E POSITIVE SELF - LATCHING GATE WITH HARDWARE FOR PERMANENT LOCKING /-- TYP . POST • I 0 FT . O . C . IUD LATCH Il JCRETE (TYP) FENCE LICHT - 3 a 12 IP -20 / I/2' C. 4' 4' MN . 1 I I -- L LuJ— JI MINIMUM REQUIREMENTS A . ALL POOL ELECTRICAL WORK SHALL COMPLY WITI -1 N.E.C. B . NO OVERT -EAD ELECTRIC WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S WATER EDGE (LNLESS IT IS 18 FEET OR I- IIGI-EP) C . PRIOR TO ELECTRICAL ROUGH . ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO TI-ESE DRAWINGS 511OWING EXISTING SERVICE WITH ADDITIONAL LOADS , CALCULATIONS , AND EXPECT ED AS - BUILT CONFIGURATION IF DIFFERENT FROM 11 ESE DRAWINGS . DECK O 1 0' MIN 20' MAX. PUMP 12 AMPS O a 8 SOLO (CU) 1' NON - CORROSIVE CONDUIT 300 WATTS- 12 VOLT, REMOVABLE UNDERWATER LIGHT OR DRY NICK LIGHT 6 AMPS ELECTRIC DIAGRAM FEET FEET FEET MSL. , 5. D FEET MSL l•S FEET - 2 .O FEET - 2 . 5 FEET , .&, e 9 FEE MSL(A•`.7.E }{�`S?) MEMBER POOL CAPACITY 10Ox GALS .! NATIONAL SPA 6 POOL INSTITUTE SLOPE NOT TO EXCEE�ED IO TO 5 FEET DEPTH. POOL 1 6' —' • a 3 • ld (3) 10' MIN. - TREADS x 9 WATER LINE �• ' POOL F3OTTGM (c) (o) RISER IE3GHT MUST BE WiFORM (b) ! 2' F TIE UNIFORM RISER IEtQ - 1T (c) CONTRASTNG TILE AT EDGE STEPS DETAIL SEE EDGE DETAIL 7 1 . 6 1 3 u 12 J. - 2P- 20 1/2' C • WATER LINE I ` I- ERAPY SEAT (NOT TO EXCEED 10% OF POOL PeRlty ETER) AMPS PANEL E.W _) L PIPING DIAGRAM N O T E ' D E T A I L S A P E N O T T O S C A L E E.B. No 0001809 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266-2566 JOB N': 2 IC2 MAIN DRAIN (SEE DETAIL) 2 p co id ' f ,4 t1EJE 7 1 II 0 2' TIE CONTRASTING COLOR POOL SECTION 1 8'' SKIMMER WEIR WIDTH _> 5' WEIR WATER LEVEL RANGE _> 3' BASKET CAPACITY _> 75 CU . IN ! 2 -F' PUMP WITH IIA!R LINT STRAINER CARTRIDGE FILTER SIZE 1 et,- O.L. No 127365 - 5 I IJ 7 –� FILTER DRAIN I 1/2' WASTE SEE NOTE 10 ALTERNATE POOL DECK NTERLOCKNG PAVERS ON COMPACTED SAND 8' x 8' CONCRETE FOOTING WITH (I ) a 5 CONT , N01E ONLY F SCREEN ENCLOSLRE IS TO BE LULT 1/2' PEI- 2' SKIMMER 21G DRAIN 2' VACUJM LINE PRESSURE GAUGE E PRESSURE RELIEF VALVE CLEAR TOP - - Z SLOPE I /4'/FT r �_ / 1 \ Alan J. Davis / \ CIVIL ENOIN; .ER 0 \ ` ,P.E_No 11035 0 ` � W DEHCE M VH I SH0( " 5 F- DATE : 2 0 ( N/1 2 0 co Z 1- co U 0 0 0 cC O. 0 CC w 4 515 27 RESIDENTIAL SWIMMING POOL SAFETY FEATURES: 1. 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: A. B. C. THE POOL MUST BE ISOLATED FROM ACCESS TO A HOME BY AN ENCLOSURE THAT MEETS THE POOL BARRIER REQUIREMENTS OF S.515.29; OR THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER; OR 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 HOME TO THE POOL MUST BE EQUIPPED WITH A SELF - CLOSING, SELF - LATCHING DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER - THAN 54 INCHES ABOVE THE FLOOR. Iil EQU I PMENT NOTES NO UNDERGROUND SUCTION LINES (21/2" OR LESS) WITH 40" BENDS- ANCHOR POOL EQUIPMENT TO CONCRETE SLAB PER S.F.3.G.(3.0.) 2309.b (0) (b). PROVIDE MINIMUM OF (4) 3/5" DIA TAPGONS PER ITEM. ' SPECIAL PROVISIONS: (5.PB.G. 500 AND ANSI/KS-PI s) I. 1`11.. S'i■11- 1 -111.46 POOLS, SPAS, AND HOT n155 AREAS 54AL L E3:: PROVIDED Y`(ITN A PER?- tANETN SAJ v1Y 1 516N IN A READILY V1513LE LOCATION FRO .1 . . 1W POOL AREA. (APENDIX r AN51/N5'P1 -5- 45). 2. EACH SAFELY Y"(ARNINb 516N SFIA_L YlA..N ASAINST 5:- 1ALLOW Y(AmR DfVINS, FRE NTION OF DROYNNIN6 AND INCLUDE T}+E. FOLLONIN& STATEfrENT• "TT+ERRE 15 NO S✓JSSTI iUTION FOR ADULT SUPERVISION OF SHALL CHILD N. IT 15 STTZON6LY REGOMMEN0E9 THAT AT LEAST ON ADULT RENDER! N6 CHILD f)Jf ERVISION BE TRAINED IN ARTIF(GIAL RESPIRATION AND /OR CARDIOr ULNONARY RE`.. UE (CPR)' 3. ALL DOORS Y(I TH ACG °55 TO THE POLL .i-1ALL 3c EQUIPPED 111Th AN ALA R 1 YiH CH PRGD'JGES AN AUU13L_- ALARM YZ %=T1 THE DOOR OR ITS SCR TI 15 OPEN. misms•VIIIIM...21/0■■■■•■•• e 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. r1 rLUI P6 - r 2 =IP MEMBER N A T I O N A L SPA & POOL INSTITUTE NI cQF I _ dam_ ( 4 5X14 6� 1^1 I.I�I►fj' 1' v,6cuLJM "I rtu6 ;, (C — 4r11r•1c��. J 'MR WA POOL FLAN 1/4" = 1' -0" ° POOL NOT INTENDED FOR DIVIN JOB N° 2K1 JJM I( amutditmarrissootaamilik — CO E.B. No. 0001809 O.L. No. 127365 -5 DAVIS ENGINEERS PA. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 ALAN J. DAVIS P.E. CIVIL ENGINEER P.E. No 11035 mik4dif /-71-v,r4 0 0 is 515.27 RESIDENTIAL SWIMMING POOL SAFETY FEATURES: 1. IN ORDER TO PASS FINAL INSPECTION AND RECEIVE A CERTIFICATE OF COMPLETION, A RESIDENTIAL SWIMMING POOL MUST MEET AT LEAST ONE CF THE FOLLOWING REQUIREMENTS RELATING TO POOL SAFETY FEATURES: 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 B. THE POOL MUST BE EQUIPPED WITH AN APPROVED SAFETY POOL COVER; OR 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 HOME TO THE POOL MUST BE EQUIPPED WITH A SELF - CLOSING, SELF - LATCHING DEVICE WITH A RELEASE MECHANISM PLACED NO LOWER THAN 54 INCHES ABOVE THE FLOOR. EQUIPMENT NOTES NO UN SUCTION LINES (2112" CR LESS) WITH 90 BENDS S ANGf -:OR POOL EQUIPMENT TO CONCRETE SLAB PER 5.F.E3.G.jS.O.) 2309.6 (o) ('o). PROVIDE MINIMUM OF (4) 3/8" DIA TAPGGNS PER ITEM. v� 2 SPECIAL PROVISIONS: (s.FB.G. 506-15 A •L51 1 5) I. ALL 5i ∎i1- -ri1145 POOLS, SPAS, AND I-C.)1' 1VD5 ASEA5 SHALL FROVI E NTH A PeR.M,AN:E'"*iT 5 Al lY iNARNINS S16N IN A R =ADILY VIS13L E LOCATION FROM . . TN POOL ARE.. (A. . !x F AN5!/1:5P1 -5- 45). 2. EACH SAFETY leiAR.NIN.Z 516N SIW WAN A5A!NST SHAL LOYI Y'AAT= . DIV1N , PRE" ENTION OF DROi1' TINS AND I TI-FE FOLLOi\iN5 5TATE" NTt "Tr R` 15 NO 533STITUTIONI FOR A.>JLT SUPERVISION OF SMALL CHIL„ .9- IT 15 5TRGN5LY R O- -EN :=9 THAT AT LEAST ONE:- ADULT REEN9 R1N45 CHILD JJfrRV15!G ! 3= TRAIt`D ■N ARTIFIOIAL R=�"'IRATION AND /OR CARDIOPJL '-IG,NARY R�ITATIGN (CPR)'. 3. ALL DOORS kll Tr & TO T1 4E: POOL SHALL EQUIPPED 1NITH AN ALARM i�iIGH PR-G -ICES AN A BLE ALAR 1 K- THE- DOCK OR ITS SOR=EN 15 OPEN. rezA. 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. i{i... •:.f. >.:e !l. V.i! ?:�:lG: IMPERVIOUS STRUGTURALLY RIGID MATERIAL WITH A SMOOTH, SLIP RESISTANT' FINISH. 1.4 1 STEPS AND DENGHES. TO HAVE 2" eONTRASTING TILE EDGE (TYPICAL) z -;1 MGME3 NATIONAL SPA S POOL INSTITUTE EX«711-1 ]e I17 1-iG 1/4" 1' -0" POOL FLA\ u POOL NOT INTENDErJ FOR DIVINV NKJ C L ) \c \\) L) �L ALAN J. DAVIS P.E. CIVIL ENGINEER P.E. No 11055 REVISION DESCRIPTION E.B. No. 0001809 O.L. No. 127365 -5 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 DATE Co- 27 -2Zi JOB N° �lCI 99th STREE FENCE ARGVND THE POOL A.RA IN ACCORDANCE WITH ZONING CODE • -SEE NOTE II FOR MINIF -1J1'-S REQUIREMENTS- EXISTING 6ATE(S) TO BE SELF - CLOSING E SELF- LATCHING STA -RITE CARTRIDGE FILTERSI REVISION 121 AUGUST 1996 Fnd. trxPI (N O • F•td. Ire R•bar SGALe 1"#20 " -O' LG11L DESCR]PTIUN: LOT 4 ' �O BLOCK 41 F � ,t�.M���GIwD PLAT OF MIAMI E* f-1.0 . I ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT BOOK 10 v AT PAGE I OF THE PUBLIC RECORDS OF • 042E COUNTY, FLORIDA. NOTE CONTRACTOR SHALL ESTABLISH TIE EXACT • LOCATION OF UTILITIES AT THE SITE . MINIMUM CLEARANCE DiNENSIONS SHALL BE 1-EL D AND SHALL BE AS REQUIRED BY TI-7: LOCAL REGULATORY AGENC, IN GENERAL GENERAL NOTES 1 . ALL POOL GUNTE OR CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITti -UN 28 DAYS. 2 , REINFORCING SHALL BE NEW BILLET STEEL CONFOPMNG TO ASTM A6 15 , GRADE 60. 3 • ALL PPM SHALL BE PVC SCIEDl1LE 40, APPROVED FOR USE N POTABLE WATER 4 • INSTALLATION OF LIGI-ITS , .UNCTION BOXES , GROUNDS , ETC , SHALL BE N ACCORDANCE WITH TIE REQUIREMENTS OF SECTION 680 OF TIE NATIONAL ELECTRIC CODE • 5 . TIE OWNER SHALL FURNISH ADEQUATE ELECTRICAL SERVICE FOR TIE OPERATION OF TIE MOTORS , 1-EATER LIGHTS , ETC , TIE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT TIE POOL ECUPMENT LOCATION F IT IS NOT WITHIN 50 FEET Cr TIE FUSED SWITCH SERVICE PONT , 6 , TIE POOL Fi k P MOTOR , LIGHT • HANDRAILS AND LADDER OR GRAB PALS SHALL BE BONDED TO TIE POOL- STEEL WITH A a 8 SOUP COPPER WIRE N A i ' NON - CORROSIVE CONDUIT • 7 • PUvP EouPIvENT (INCLUDING FILTER AND /OR I- EATER) SHALL EE LOCATED ABOVE TIE REQUIRED BASE ROOD ELEVATION OR R OCCPROOFED 8 , ON SITE INSPECTION INDICATES SAW AND ROCK WITH A BEARING CAPACITY OF 2.0 KSF TIE CONTRACTOR SHALL NOTFY : TIE ENGINEER F OTTER CONDITION ARE ENCOUNTERED 9 . ALL PATO CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITI -IN 28 DAYS . 10. POOL WATER DISPOSAL SHALL BE N ACCORDANCE WITH SFBC SECTION 5004.3 . I 1 . TIE • OWNER SHALL PROVIDE A SCREEN ENCLOSLRE • FENCE • CR WALL WTH SELF- CLOSING AND S - • LATCHING GATE ( Stt DETAL. FOR MNIMLN REQUIREMENTS ) N ACCORDANCE NTH ZONING CODES REQUIREMENTS .. . ( . - NSPI APPENDIX ) 12 , OWNER AND BUILDER SHALL BE RESPONSIBLE FOR ACQUIRING RELEASES FQOM UTILITY COMPANIES FOR ALL PROPOSED CONSTRUCTION WITHIN ANY UTILITY EASEMENT OR RIGHT - OF - WAY . 13 . THESE PLANS REMAIN TIE PROPERTY OF DAVIS ENGINEERS P . A . TIEY ARE NOT TRANSFERAs ?..E WITHOUT TIE WRITTEN CONSENT OF DAVIS ENGINEERS P . A . MODEL TX FILTER AREA (SO . FT , RATE (Geo • 1 GFM/SO , FT • 35 37 37 50 52 52 70 72 72 I00 102 102 135 t 37 137 S2E SUPF'I.Y (GPM) N S 10 FPS) SUCTION (GPM) (V S 5 FPS) I. 5' 60 2' I00 50 2 , 5' I25 70 3' 225 100 4 ' I75 (OR EQUAL) STA - RITE MAX - E - GLAS P(M S1 MODEL HP PE5CL 1/2 RATE GPM • 50' TDLI 45 PE5DL 3/4 65 REQUIRED FLOW RATE (OPERATING 12 IRS /DAY) 1 RECOMfvtENDEDED POOL TUINNOVE R SUBDIVISION, 7p ' I77 ROW RATE (CPEPATNG 8 I RS/DAY)• •62 GPM 1 1•4i- s. Bik 203.15' Cor. a 4'd Fnd. D.Fio(• s 0 c o Fnd Robot W s Lit z ELECTRIC LEGEND Q POOL LIGHT SWITCH p GFI RECEPTACLE © POOL PUMP QD JUNCTION 430X tct PUMP SWITCH p TRANSFORMER QF JUNCTION BOX © TIME CLOCK Zo _ O to SEE NOTE C ABOVE F FIBER OPTICS LIGHT SYSTEM IS INSTALL NO NICHE O REQUIRED - SEE DETAL ON ; IEET 1 - POOL AREA 1 q'2 so. FT 4' CONCRETE SLAB WITH 6 x 6, WI .4 x WI ,4 WWM ON COMPACTED FILL (3000 PSI CONC , ) SLOPE I /4' /FT 8 x 8 TI4C K , EDGE WITH I a 5 CONT. PNEUMATICALLY PLACED CONCRETE WALLS 1 6' TEIROUG1 -TOUT REINFORCING 1 a 3• � C E. W V. 1 • sue' 6 r I`il.t COPING (OPTIONAL) 3' CLEAR NOTE W1-EPE PATIOS ARE INDICATED BY OTTERS TIE PATIO DESIGN NOTES SHOWN ON TI-E DETAILS AND SECTIONS DO NOT APPLY • PATIO DESIGN SHALL BE BY OTTERS 3 a N 17 v, "4 SELF - CLOSING & POSITIVE SELF - LATCH -IING GATE WITH HARDWARE FOR PERMANENT LOCKING • 1 - TYP . POST • 10 FT. 0.C. SHIELD LATCH L U !r OONaisTE (TIP) WATER LINE FENCE A . ALL POOL ELECTRICAL WORK SHALL COMPLY WITH N.E.C. B. NO OVERHEAD ELECTRIC WRING SHALL BE LOCATED WITI -IN 10' OF POOL'S WATER EDGE (LESS IT IS 18 FEET OR HIGIER) C . PRIOR TO ELECTRICAL ROUGH • ELECTRICAL CONTRACTOR SHALL SUBMIT A REVISION TO THESE DRAWINGS SHOWING EXISTING SERVICE WITH ADDITIONAL LOADS , CALCULATIONS , AND EXPECTED AS - BUILT CONFIGURATION IF DFF€RENT FROM THESE DRAWINGS . uGNT • 3 a 12 IP -20 / I /2' C. M NT Q (A) WATER LEVEL 1 (B) POOL DEPTH (C) FLOOD CRITERIA (D) POOL BOTTOM ELEVATION (E LP - LFT LEAD (C - D) O 1 it--- kYDROSTATIC VALVE 1 O (G) BOTTOM AND WALL SLABS 1 � FEET 0 TOTAL ADJUSTED HEAD (E•F+G) I - I�O �f �c-FE GPM TOO FEET 1 �r FEET MSL MST. (A, - B) 1 £ • O -4-- /.0 • j - s FEET - 2 . 0 FEET L�J L U J MINIMUM REQUIREMENTS M& la 10' MN • 20' MAX. la AMPS POOL CAPACITY 1 I CI l &GALS MEMBER if 011 icttl NATIONAL SPA IL POOL INSTITUTE BOTTOM OP POOL 1 6' — REINFORCING 1 a 3 • I N WEIR WIDTH 2 5' WEIR WATER LEVEL RANGE L 3' BASKET CAPACITY 2 75 CU . N . (o) RISER RIGHT MUST EE INFORM OD) t 2' FROM TIE INFORM RISER LEIGL(T (o) CCNTRASTING TILE AT EOCE STEP'S DETAIL WATER LEVEL SEE EDG+ DETAIL a 8 SOLO (CU) I ' NON - CORROSIV E CONDU T 300 WATTS- 12 VOLT, REMOVABLE UNDERWATER LIGHT OR . DRY NICIE LIGHT 6 AMPS ELECTRIC DIAGRAM 7 - 1 1 WATER LINE I I . SLOPE NOT TO EXCEED 117 TO 5 FEET DEP 3 Is 12 2P -20 I /2' C E. • • I 18' to 24' 2 AMPS THERAPY SEAT (NOT TO EXCEED 10 % OF POOL PERIMETER) E.B. No 0001809 JOB N': 2IUM 4-0A4 MAIN DRAIN (SEE DETAL) PIPING DIAGRAM 7 `2' TILE CONTRASTING COLOR ,'r2I4 PUMP WTH HAIR E LINT STRAINER DATE : 27- Z•401 POOL SECTION viexal oa H meT Rol P CARTRIDGE FLTER SIZE O.L. No 127365 -4 N O T I r D E T A I L S A R E N O T T O S C A L E F•N7 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 BRICK COPING EDGe 2 01 2 I 11 7 FILTEQ DRAIN 1 1/2' WASTE SEE NOTE I0 ALTERNATE POOL DECK INTERLOCKING PAVERS ON COMPACTED SAND SLOPE I/4'/FT 8' x 8' CONCRETE FOOTING WITH (I) a 5 CONT ONLY F NOT SCREEN ENCLOSU) IS TO EE BUILT ESCUTCHEON PLATE — 2 ADDER VE2 • NOTE •ADJUST DECK ELEVATION TO ALLOW FOR DECK FINISH I /2' RETURN 2' SKIMMER 2•Al M AN DRAN V VACUUM LINE PRESSURE GAUGE E PRESSURE RELIEF VALVE CLEAR TOP i i solomi 110 r Ir is 11141 Al i a 3 EAR M• WEDGE ANCI-IOR ROUND„ W IRE 17 1/2' . (1 z �\ Alan J. Davis // \ CIVIL ENGINER N.P.E. No 11055 6aHr Oarti 4 L ._ 1 4 (x • C .1-.. .'L c(' . es ) golf , L t tt 1:1.. VIleiT T1 �.. f f JOY- crill . era, _ 1 tt .NR ile0 . -! 1 7'1 r. )r e;2LA1 :., I .i1. -,MP - . C t. f• toktA, 4A.r.v r. $t‹.-t t.f."14 V-trc LAPP-% . TV-04'AT . 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