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E. 1 T 1 1 C0 11 C. 24 X 38 PRINTED ON NO. 1000H CIEARPRINT • �1 O 1 � l I -511 21-2rr / A li C D 1 ir /6x.PT: Gr,G__ •-- fLooK LA1 1 )( 1 / 2 6 11 1 /- 5 -4 24" 4 0 N ( f I'1 C ALC.U' _ATIQ 'e ! o * - + Frame. !b " 5e T hie C J5e 2x "d, /. 7`" �/ Za.�a' /./ � Y x/ _ 4 l 3 C()�eEY/ a/it* /4 4// ' /%/ J d / 6 f ) / / /f7�� - €4d A Phta7Ze'/.!m M Cvx.( x5,5x5,5� /3/6 fr,a, 2 a 1 /a _x!.__._1 4- X OK - _ G�,lv Xe7y,� M l3 /6x/2 i; — 240 r9L K //5e p 4X/a D. /�'a�e�7 - aT� /i�P�2✓ ;W wx / _ '¢t, xx 4- 2 �¢?i 'x /'Z 790 17:1_,E5 U5E 4 x /e? 2), l _�adQ�"� /Jr2,7h 5)<5,5 x ' /f/4 < 3 000 6x /. e:- " i :4e 0 f L .__ _ Li_ _._. fl \orQ3 FT D \00 i I_ & ' Z4 60,( - 6a'ft4i / tUL.2G•o i\AfTtN t t r 1 /4 = 0" )TI_ ( II 1 7a re i- 4201 // Z • �0c-)T f- CAL( LATIC $, C'iwi /Za4 /7/, i. 2aoo s / sp , Up /// 5.5 ') /Ge 24 4 24-_ X 2a'0,/e 5 .I I Ll'lI I VYr r Co r o t D rot] /� �gers /lWvi eW �g ,4, &. // ti e), , G . eer J he/ 4 - 4_u ow ,p 7d 4 f ' S> /VC-_ CRS, -.'ll # 6m7: tit 12' A /fizy y7 G� x( 25 4 e)(_/..5. Glo I - )<1‘2Tlfa rAM1L'( &Q ©M ExI Ti 6 CO rlc D C 3 4 Q p use • x sf� / f /e'd /2X2jx / /f fafci- u��� G ✓, 1 J/ I T TT Fin 1 :177 :4 \r i v eil6x ,• 6 " u tv� 5" 47 'rd // /- �O �(e // �ncL1D�e CVi /�1 '/4 7414 !! l 6,;.5 he r ? 14.11 1 7 4 / < P / D 'x . g. el a u , p / 4 / . 1 / 4 1 4 4x /":1), 4af -e ; _4xr3 arG, /a x // 6me REVISIONS BY d 0 0 NIN 0 cL 4— Date 1 7/3/10( Scale 1/4, Drawn RC, Job Sheet 2, Of 2.. Sheets / ''p5.e,d5 /Vi FOP, wP'3v f• 4.1_0" rEw. FLAB foofed Tie e4, i /out 24 X 36 PRINTED ON NO. 1000F1 CLEARPRINT • 1 \0 f p/e /77e 3/v/ vx /2 V4- - bar I LC 6,I 0 I ■ 1 oo, v ,T1 I j 11 1 / / � t L 7,Co w %2 s bLOCK t03 �I L� FT/ O l.//7D /14'illee1/ 45 X5 X4b / /�r� ( 1 < /342 . �C U�� I6 ` )<'3v f '4 /o7; Cf �fC?IO 50 '1 t L _VIVT10 V,7 T I i7 ,41 SG 1/4" = l ti _.. .---.c.-•-• r.:r.. .^ „..... r Iti�t I.dt - r Dif Y PLA /V77 I ! � • fit %o sec/ /1/1//, K / /in2j /e / �oVe J *l e/o 2, -' 4 4 . 4 4 4 / 1 s 4 ( 1 4 ) . Nc77E : NSt' // 47'c6 , //OfG //Vt: eeri'c 4 aVet necc/ Door . trlL- - N[1, feece 4 §2 6 jet=? / 7 / //e..-. Wer..W5M REVISIONS 1 VZOM1 f - 7/. Q i cc) 0 re\ Date 2 � { / Scale AS NOTED Drawn Job Sheet Of 2_ Sheets PROVIDE RECEPTACLE 10' MIN.,20' MAX. FROM WATER'S EDGE. WP -GF I II IIIV►. O 1 i 1 � 01A. OR SO. \\\ x OH DETAIL ��.� *L-.1,11 A6P-64 ?ort- 14I1N/ " °)0 L 1 1i CONTRACTOR SHALL VERIFY ALL DIVENSION5 AND CONDITIONS IN 11-4E FIELD PRIOR TO START OF YORK - AND NOTIFY THE ARCHITEEG T /Ef'46IN = =R OF ANY DI5GRrpANGY IN THE t7 W ING5 AND OBTAIN H15 APPROVAL SEFORE PROCEEDING WITH.,NORK. SPEGIAL PROVISIONS: (5.F.B.C..5007.5 AND ANSI/NSPI 5) 1. ALL SNIMMINS POOLS, 55PAS, AND HOT TUBS ARFAS'SHALL BE PROVIDEE AITN , A PERMANENT SA yARNIN6 SI6N IN A RrADILY VISIBLE LOCATION MOM THE POOL AREA. (APENL X F ANSf/NSPI -5- 45). 2. EACH SAFETY WARNING 516N SHALL YMARN AGAINST SHALLOYri MATER DIVING, PREVENTION OF DROKNIN6 AND INCLUDE THE FOLLOWING STATEMENT) "TI-ERE 15 NO SUBSTITUTION FOR ADULT SUF''ERVISION OF SMALL CHILDREN. IT 15 STRONGLY RECOMMENDED THAT AT LEAST ONE ADULT RENDERING CHILD SUPERVISION BE TRAINED IN ARTIFICIAL RESPIRATION AND /OR CARDIOPULMONARY RESUSCITATION (CPR)'. 3' ALL ES A E � y�� N T SHALL DOOR ITS SCR FN IS OPEN. ALARM Y� O'Z' 'T111.l1111I (t 1 MEMBER NATIONAL SPA 8. POOL INSTITUTE cr,L PL4N MARK REVISION DESCRIPTION EQU I PENT NOTES NO UNDERGROUND SUCTION LINES (21/2" OR LESS) WITH 9O° BENDS ANCHOR POOL EQUIPMENT TO CONCRETE SLAB PER S.F.B.C.(B.O.) 2309.6 (0) (b). PROVIDE MINIMUM OF (4) 3/8" WIA TAPGONS PER ITEM. •• r DATE cp Cr r f .:.. E.B. No. 0001809 O.L. No. 127365 -5 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 JOB N° If D e - II -4 1 •• • 44,' Mc it --1 X N Alan J. Davis Structural Engineer P.E. No 11035 Is�rl r�� N.�.. !!el 6`11S561° H1 sH1 Si-t -G6 FL f I BOTTOM OF POOL I 6' NOTE WI-ERE PATIOS APE INDICATED BY OTLERS a REINFORCING 1 * 3 • 10 IA TLE PATIO DESKN NOTES SLIOWN ON 'RE DETAILS AND SECTIONS DO NOT APPLY , PATIO DESIGN SHALL BE BY OTI-ERS ANTI - VORTEX GRATE (6 SO . N. MN . OPEN AREA) FT .1-1GS -1 GALV . 0-4A IN rx MESH WITH 2'(MA)( OPENNGS. ' WON - CLIMBABL MAI DRAIN (WITH HYDROSTATIC VALVE) COPING (OPTIONAL) • 6' (MN .) CONC . ALL AROUND DRAN SLMP WATER l• POOL ©OTTCN SEE EDGE DETAL SLOPE NOT TO EX CI: TO 5 HET DEP (3) 10' MN . T ? AOS _I WATER LINE (u) RISER 1-113G1-IT MUST EE wir -oRM Lb) t 2' FROM TIE INFORM RISER -4E/C -(T (c) CONTRASTING TILE AT EDGE STEPS DETAIL 18' •o 2 4' 5r'ttrrM7 THERAPY SEAT (NOT TO EXCEEO 101 CF POOL FATE 2' TILE CONTRASTING COLOR SKIMMER WER WIDTH 2 5' WEIR WATER LEVEL RANGE 2 3' BASKE T CAPACITY 2 75 CU. N. SLOPE I /4'/FT 8' x 8' CONCRETE FOOTING WITH (I ) a 5 CONT NOTE ONLY F SCREEN ENCLOSL.RE IS TO EE EUL T REVISION 1 2 AUGUST 1996 ' LOTS 6 AND 7, AND THE WE 1/ OP.' : S I N'`.B QCK .103,.. OF ANFNOED PLAT O HIANI SNOIRIi8 .5ECT.I,ON; No. 4 ,, J,CGgRDAN13• TO 'Pti$ kLII,'1; + N REOF. AS RECORDED IN' PLAT BOOK .1 5, AT PA GE 14 ; OF :THE PUtlLXC• R.EQORDS bPi DAD : Cab14,Tt ..'•.1"LOR IDA.. . STA - RITE CARTRIDGE FILTERS' LL MCcE3- TX FL TER AREA (SO .FT.) RATE (cam • M/SO . FT . 35 37 37 50 52 52 70 72 72 100 102 102 135 137 137 SIZE SUPPLY (GPM) N S 10 FPS) SUC TPON (G O tV 1 5 FPS) _ 1.5' 60 2' I00 50 2,5 - 125 70 3 ' 225 100 4' 175 c� 15 T” A4-1) ' t?t .1 (OR EOUAL) STA - RITE MAX - E - GLAS PIMPS' 11 NOTE CONTRACTOR SHALL EST AE3L1ST TIE EXACT LOCATION OF UTILITIES AT TTE SITE . MINIMUM CLEARANCE DIMENSIONS SHALL E3E VELD AND SHALL BE AS RE0UIRE0 BY TIE LOCAL REGULATORY AGENCY N GENE ?AL GENERAL NOTES 1. ALL POOL GWTE OR CONCRETE SHALL ATTAIN 3000 PSI COMPRESSIVE STRENGTH WITVIIN 28 DAYS. 2 . REINFORCING SHALL EE NEW BILLET STEEL CONFORMING TO ASTM A6 1 5 , GRADE 60. 3 . ALL WING SHALL BE PVC SCI EDIIE 40 , APPROVED FCQ USE N POTABLE WATER 4 . INSTALLATION OF LK HTS , .JUNCTION BOXE i , GROU•DS , ETC . SHALL EE N ACCORDANCE WITH TIE REQUIREMENTS OF ACTION 680 CF TFE NATIONAL ELECTRIC CODE 5 . TIE OWNER SHALL FURNISH ADEQUATE ELECTRICAL S(3?VICE FOR TIE OPERATION OF TVE MOTORS , I -EATER LGHTS • ETC . TIE OWNER SHALL PROVIDE A DISCONNECT SWITCH AT TIE POOL EQUIPMENT LOCATION F IT IS NOT WI TI 50 FEET OF TIE FUSED SWITCH SERVICE PONT . 6 . TIE POOL PUVF MOTOR , LG-IT , HANDRALS AND LADDER OR GRAB RAILS SHALL BE BONDED TO TVE POOL STEEL WITH A s 8 SOLO COPPER WIRE N A 1' NON CORROSIVE CONDUIT 7 . PUv1P EOU MENT ONCLUDNG FL TER AND /OR NEATER) SHALL BE LOCATED ABOVE THE REQUIRED BASE ROOD ELEVATION CR FLOOCPROOFED 8 . ON SITE NSPECTON INMATES SAND AND ROCK WITH A BEARING CAPACITY OF 2.0 KSF . TIE CONTRACTOR SHALL NOT FY ILE ENGINEER IF OTTER CONDITION ARE ENCOLKTERED 9. ALL PATIO CONCRETE SHALL ATTAIN 3000 PSI COMF'RESSNE STRENGTH WITV+N 28 DAYS. 10. POOL WATER DISPOSAL SMALL BE N ACCORDANCE WITH SFBC SECTION 5004.3. 11 . 1TE OWNER SHALL PROVIDE A SCREEN ENCLOSL.RE , FENCE , CR WALL WITH SELF - CLOSING AND SELF - LATCLYNG GATE ( SEE DETAL FOR MNIMIN PEOUIREMBITS ) N ACCORDANCE WITH ZONING CODES RENTS . ( NSPI APPENDIX ) 12 . OWNER AND BULD62 SHALL BE RESPONSIE3LE FOR ACOURNG RELEASES FROM UTILITY COMPANIES FOR ALL PROPOSED CONSTRUCTION WITVIN ANY UTUTY EASEMENT OR RIGHT - OF - WAY . 13 . TVESE FLANS REMAIN TVE PROPERTY OF DAVIS ENGINEERS P . A . TVEY ARE NOT TRANSFERABLE WITHOUT TIE WRITTEN CONSENT OF DAVIS ENGINEERS P . A . (OR EOUAU , RATE GPM • 50' TON PE 501 3/4 65 PE 5C. 1/2 45 PE5EL 80 PE5FL 1 1/2 95 PESGL 2 I00 RECIIJIRE -D FLOW RATE (OPERATING 12 I-RS/DAY) • ELECTRIC LEGEND ® POOL LIGHT SWITCH ® GFI RECEPTACLE © POOL PUMP 0 .LNCTION BOX •i PUvP SWITCH © TRANSFORMER QF .LNCTION BOX © TIME CLOCK SEE NOTE C ABOVE F FE3EP OPTICS LI T SYSTEM IS INSTALL NO NICHE G REQUIRED -SEE DETAL ON SLEET 1 - PECOMMENDEDED ROW RATE (OPERATING 8 LPS/DAY)I 3, D GPM POOL TL.RNOVER 12. c05 NRS . L calcrTe (Tr» FENCE (A) WATER? LEVEL I ®) POOL DEPTH • (C) ROOD CRITERIA I (D) POOL- BOTTOM ELEVATION (A - E3) (E) LP - LFT LEAD (C - D) • tF) HYDROSTATIC VALVE I (G) BOTTOM AND WALL SLABS I TOTAL ADJUSTED HEAD (E • F • G) POOL AREA A . All POOL_ ELECTRICAL WORK SHALL COMPLY WITH N.E.C. B • NO OVERT- EAD ELECTRIC WRING SMALL BE LOCATED WI T1-114 10' OF POOL'S WATER EDGE UNLESS IT IS 18 FEET OR VOGLER) C . PRIOR TO ELECTRICAL ROUGH , ELECTRICAL CONTRACTOR SHALL SLEMUT A REVISION TO THESE DRAWNGS SLOWING EXISTING SERVICE WITH ADDITIONAL LOADS , CALCLIATONS , AND EXPECTED AS - E3ULT CONFIGURATION F DFFERENT FROM TI IESE DRAWINGS . 5O . FT LIGHT • 3 Is 12 1P - 20 / 1/2' C. •1.12 FEET LJ I L�J J•/1ININAUM PECUREWENTS 4 1. 0 FEET MSL /R FLt •Q FEET MSL ,2 FEET MSL 2,o FEET -2.0 FEET - 2 . 5 FEET 10' MN . 20' MAX. AMPS is 8 SOLO (CU) 1 ' NON-CORROSIVE CONDUIT POOL CAPACITY 14..R GALS .s MEMBER 0 1 NATIONAL SPA i POOL INSTITUTE 3 0 12 2P -20 1/2' C 300 WATTS - 12 VOLT , REMOVABLE 1 UNOERWATET? LIGHT OR DRY CNE LIGHT f • 6 AMPS I Cb{. I Ae; ELECTRIC DIAGRAM fe5V AIVPS O J� JOB N• ViAy V,o-L.v* If' F'UNIP WITH HAR e LINT SIPANER E.B. No 0001809 O.L. No 127365 -4 DAVIS ENGINEERS P.A. 780 TAMIAMI CANAL ROAD MIAMI, FLORIDA 33144 (305) 266 -2566 DATE II g1 0 IL FACE N O T E D E T A I L S A R E N O T T O S C A L E p•'JTJra5 ktvIrgle. C�s"UR� CARTRIDGE FLTER SIZE , c-1409 PIPING DIAGRAM 12 O 0 f 2 WL TUE COPING • M • M FILTER CRAN 1 1/2' WASTE SEE NOTE 10 ESCUTO -EON PLATE 2 4' -1-17 I/2• ER 3 BAR ER EDGE L 18' a 3 BAR i ' � WEDGE AN(I -OR WIRE POOL DECK • MIPPZeir "MN EIS • I !I I I /2' RETURN 2' SKIMMER 2' MAN DRAIN .,. 2' VACUJM LNE \l i-liki,LL:�– PRESSURE GAUGE e PRESSURE PELEF VALVE CLEAR TOP _ - - - --, / 1 \ / \ Alan J. Davis / / \ Engin r `.P.E. No 11055 • 4 .4 =1 �9 -r 1 _� _ ARDI 6' - MItI �,,� 3 I 3�