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FOR POOL PL ,SIZE,DECK SPECIAL DETAILS SEE CONTRACTOR'S POOL PLAN. 1 #3 BAR CONT.W/5" 4'0"MIN. �f 2. POOL WALLS WALL BE 5"THICK AND FLOORS SHALL BE 6'TICK AND SHALL BE � 5" s— STEPS WALL—W/8"x 8"BOND 8" I OUTER EDGE OF PNEUMATICALLY APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 3,699 PSI IN 28 6"TILE 8' MAX. BEAM USE 2#3 BARS CONT. MIN I DECK TO CONFORM WILL CONFORM TO Aa STANONCRETE DS 31� CONCRETE coNsnsucnoN I WITH LOCAL CODE 3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BLm-wNG CODE 2991 (I AND ANSI NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS MAXIMUM RISER=12' 6" N9NIMUWI'FREAD=10'(240 SQIN.j AND ANSUNSPI NATIONAL STANDARD) IN FOR PERMANENTLY STALLED TO TRANSFORMER RESIDEImmAL SPAS. SUCTIONINLETS SET INTO CENTER OF ..) 18"MIN.TO `, (BY OTHERS) PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS STEEL GRID AT POOL DEEP POINT TOP OF LENS OTHERWISE NOTED. L �� 4 5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, REINFORCING SHALL BE NI 3 BARS AT 12 ' O.C. EACH WAY WI 15" LAP JOINT IN WALLS AND _..,,.._._ . . .. �\ FLOORS UP TO 6'.OVER V USE•3 BARS AT 6"ON CENTER EACH WAY IN THE AREA OVER 6'. DISTANCE LL53 THANloN ! 6. ALL METALLIC POOL FITTINGS WITHIN 5 FEET OF THE,ASIDE WALL AND DECK STRUCTUFtET+ REINFORCING STEEL TO BE BONDED TO THE POOL REINFORCING STEEL WITH Nt 6 MAR �: U.L APPROVED 120 VAC13(�W POOL LIGHT AWING COPPER WIRE a AWG COPPER WIRE TO BE RUN INTERNALLY AND REFER TO ATTACHED DRAWING PLASTER W/GFI OR 12V�J=N POOL LIGHT W/LOAN EXTERNALLY WITH THE NEC APPROVED Ewc LIGHT CONDUIT FROM THE LIGHT FOR DATA REGARDING DUAL FINISH WATER CUTOFF IN U.L APPROVED GREY NICE TO THE,JUNCTION BOIL COMPLETION OF POOL GROUNDING TO PANEL i° r rtI+lacwAu ~ - r SUCTION INLET SYSTEM AND GROUND BY ELECTRICIAN. PLASTIC PORING SHELL W/N0.8 BOND PER N.E.0 I 7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHICH SHALL BE VACUUM RELIEF SYSTEM �STEE�TEX FORM(OPTIONAL) O PROVIDE A STRUCTURALLY SAFE BEARING CAPACITY. ANY S 3 BARS AT r ac COMPACTED T ntuw EACH WAY UNSUITABLE MATERIAL ENCOUNTERED IN EXCAVATION SHALL BE REMOVED IN ITS w ENTIRETY PROPERLY COMPACTED. WHERE UNSUITABLE MAREA SHALL BE BACKFILLED WITH ATERIAL CANNOT CANNEPTABLE OT BE " IAL "304 REMOVED,TINE POOL MUST BE REDESIGNED. _ #3 BARS 12 O.C. EAWAY ~ /� L THE CONTRACTOR MUST PROTECT EXISTING STRUCTUjtES FROM FAILURE BY > STRUCTURAL DETAILS ACCEPTABLE METHODS I RECD. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBI.ITY FOR THE SAFETY OF EXISTING STRUCTURES. 9. THE DESIGN ENGINEER ASSUMES NO RESPONSIBLL FTY FOR POOL CONSTRUCTION TME CONTRACTOR MUST KAM ALL Sim.N THE root,WA LAT No IWIE TWO s ALL STRUCTURAL,FILTRATION,AND ELECTRICAL MAILS OUTLINED MIN.2" IN EAESEME NtS OR REQ SETBACK AREAS. POOL CONTRACTOR AMIOR MCHESHIRL ON SHALLSNM w C0 n=DNMCTKM=A w W nmcxAtrI AtiO THE AMOL TN IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. COVER OVER OWNER SHALJ, VERIFY LAYOUT AND ALL DIMENSIONS SHOWN PRIOR TO uteLL wALLswul EE COIIiTRUCT�AT S wcN TIECxItN TIES sTt!MI►Tww ALL BARS a Ti CONSTRUCTIONS illEtl WALL SMALL!IXTB�®ALdN THE dtl1N'X AWA AIO TO A/OEf�vAgM a BREAlm TIMI THE NMtiRIN REgRRID D= As aETdrEI®E1r TIE T an 1 •,VATH - 6-'TILE 19. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS ECWMI NT AND ENSUES MINIUM CLEARANCE IN ACCORDANCE 5+ WITH LOCAL REGULATIONS AND ORDINANCES. TYPICAL WALL AND FLOORI ! 1#3BAR COWL WW S 11. WARNING, TO,EMPTY THE POOL FOR ANY REASON, THE HYDROSTATIC UPLIFT I "V8WR A1fflf WE WWlkM%.TYE AiltWRC.Q1f KTT 9►WWWft w 6'x 3 EXPERIENCED M ELIMINATING UPLIFT PRESSURE BOND BEAM USE 2#3 DECK BARSCONT. BRICK #8 AMG COPPER WIRE OV'ERPOUR (1 ROVV) TIMECLocK ALTERNATE BEAM FINISH DETAIL BLUE HAVEN POOLS & SPAS wall TO ' 1. MAIN DRAIN UNE :/� i D 12041 BEACH BOULEVARD SERVICE PANEL 2 SKIMMER UNEE 3 ;JACKSONVILLE, FL 32246 3. VVASTEUNE i NOT Y/ILD WITHOUT 4'MIN JCT.BOX i TOGGPST s RETURN LINCLFJWING � R�S TEL- (904) 620-0090 SWITCH RE UNE(OPTIONAW C _B 8'MINW.P.DISC \ APR 3 U 2004 A RESIDENTIAL - 12 V.TRANS PUMP 5 4 y F DATE SWIMMING POOL POOL DECK W/12 V.SYSTEM I - 2' 1 - MASTER SPECIFICATION 12 V/300 W W/LOW 3#12 ALL ELECTRICAL B. FILTH a RECIR CUTATOR Pte'C�sTRaNF� DRAWING SHALL CONFORM c FILTER WATER CUT-OFF IN'/s"COND SH DSON P.E •OR 120 VAC.W/GFl ER FOR PER N.E.C. v1uART.e80 N.E.C. F .TER SYSTEM D. (OPTI�)OwNATOR 1 17 N sof DRIVE DUVAL COUNTY E. HEATER(OPTIONAL) PARK,FLORIDA 32702 ELECTRML DIAG RAMF. VALVE AL p�TRAPMK7dT sYS7 K71A PHONE (407)857-4133 NOT TO SCALE• DWD BY-GHS- F _ , 411 r :T: �• .w :._ ..a-':' 4...z�is'.�' ..,. .e'er.-_•.. � '„'' .Y`v • r .. .. ,�•<v'�,;�; �S..PY „<.w _. - :.- ..-.- ._. .. ...�, 3:':'+- . .., -." •R'�F:. _ �. .-,.: fi'.'' _:.:.m. -' IIT I� I, � �'� I 'G- gms .s *a - _ _ .,_,,: ..,:- -_ ..-- -.,.,,m- ._.,._ ,_. e,,,,,..- _-'--.... ......:..: ..._.N .:::�,_..-, _�: .._.,...__m:�. _ 2 r,;;»,x--�:'--- .�-�.�._-��::�-,__ ..•-�.-�-.�_.�...-a.�.m,,.�.,.r^- -.. -rax-,--...;:- »�,:4.-:., ��?.x,:_�-�-, _ --�' t�-t..,. _ .�^� _.r,>=,=^A-�:� rsr.� .�r y.,; ......................... Bill vwwl vACUUMw* NUMMER RESIDENTIAL SWIMMING L, SPA AND WADING POOLS (1) WATER FITTUMM 11 - DUAL SUCTION INLET SYS &VACUUM RELIEF SYSTEMS MAW -DECK­ 1mv IN ACCORDANCE SECTION 424.2.6.6 OF FLORIDUILDING CODE \1 WATER Wx ir LEVEL Alfrhpoffln (1)VERTICAL TOLERANCE AWIVORM COVER jr SUCTIONINI.Em (MAIN DRAM" &AA MIN—I FqjmP S AMGPOOL low VE II CAP SECTION VEN OLEM VACUUM IUNS (NSMORAOM NPTIVWW SAFETY TO PUMP SPA SECTION GREATER THAN 2'0 SKIMMER SKIMMER ALTamili2c TYPICAL CAL POOL AND INSTALLATION COVEA m-m-u W-1 "T"CONNECTION Lgue-1 VE 11 TOPUMP ti r UPTor O COVER re IIA' N FLOW FOR RESIDENTIAL EM-8 FPS A van re SUCTM WLET SUCTION FLOW FOR RESIDENTIAL jC6,=8 FPS VEN kre re PASS THRU CONNECTION CONI rf^k-I VK MAY CHANGE SUCTION PIPE SUE al, M :DLE.fa SPA SECTION (WAM CPA" ___PLAN VIEW—. TO MEET THESE REQUIREMENTS SWIMMING POOL ALMRNATE"Ir MAX W TO MAIN SECTION VE 11 CONNECTIONS DRAIN VACUUM UNE ALTERNATEir FRICTION LOSS fopnowQ VENTED COVER SUCH AS PIPE MAX F PIPE ELBOWS VW SAFEW VACUUM SKMAER COVER W/COLLAR FLOW PIPE W* (DM.) 6 FPS EL4s5o'W ELBOW AN APPROVED VACUUM RELEASE SYSTEM SUCH AS'TH VENT AND EXTENSION SET -Iw 4(r IV 1 W_ z IV ALERT.Tm SVRS SYSTEM IS AN ALTERMTW VACUUMFt.F- CAP FLUSH Wl DECK r Sir 25' 2* 21W IF DEVICE,INSTEAD OF EITHER OF THE TWO SYSTEMS SH 2loV ar 31' 2W 31 Ir 3* MY 3' 4! Ir MAX Ir DECK- - 4" v Ix 4 lic 59 ANTIVORM lw 7Z COVER: TO PUMP I a 14' It J. .0— EXTENDED FROM PIPE L I EW;TH TO VE N -L--ELBOW FRICTION LOSS ATTACH pLACKARD V*fWH 3TA COVf:R COLLAR VEN r a Tei THAT VENT 0 A 3vwwmNG POOL VENT IN DECK EXAM LE:THE PSN MN=T SAFETY PEERS AM SHOULD NOT CAP MAXIMUM PHYSICAL PIPE LENGTH FROM"N DRAIN] aftemG POOL BE TAMPERED VWM THREADED TO VEIL IF USE 2*0 PIPE W12-90'ELBOWS AT 6 FPS IS SoV-12'=4Z - SECTION r MIN M-M M_m—Ammmm MAY EXTENSION ✓ COUPLE 9LIEBNATE-C' INCLUDE I(a im mcnTM AM ONE ON THE VA!9UUM SUCTION ELIMINATOR VE 11 VIEUVAL WA14M QWEIM.M,W7_M% �,w OItAN UM An WAYWARD TO PUMP vorr To ATmom4ma 3o vimr MODEL Smais WILL NOT BE BLOCKED BY DEBRIS, NIECT INFIIWATION.Oft 3-Wiuk;;: OFF DECK 41-AL CONTAMINATION z IBLUE HAVEN POOLS & SPAS (COmMU5TCOMftYvmTH IW*Ovwpm —SECTION VIEW 12041 BEACH BOULEVARD AftKA341MAIttlein) INSTALLATION OPTIONS JACKSONVILLE, FL 32246 rA T Ir Am re TEL- (904)020-0090 - MACTION SUCTION _Iw*o INLET va" FVd3WbGRAM MAXIMUM -ro ALLVENT SUGGESTED 'APR 3 0 2004 TOVENT 110 DETAIL ATMOSPHERIC VENT PM LENGTH DRAWING A MASTER r MVV MUM-1r MAXIMUM a 3W CONTRACTOR'S SPECIFICATION ALL 3UCTION DRAVYING ON FILE �. K TO ROM THE MAXIMUM VACUUM WITH ONE I-NWO DRAWING mAxlMlUm Stwnom PSE vELocrry SUMP PLUGM AND TO RELEASE I GCLFSIOE DRIVE sOc(91 FM OR 89 GM DUAL SUCTION INLET SYSTEM A BODY ENTRAPMENT ON THE OTHER PARK FL 32782 & ATMOSPHERIC VENT SYSTEM IsNuOuipES"Our-M8oTRExWcmlNm3wSE4CjoNDS R'ONE' (4Crl)457-4133 FAX (4M.W7-4133 NOT TO SCALE' DWD BY-GHS AW­ ,.l g _w OPEN 11 I -01--am -1,Z 7- -_.t._--_- �� 7_4 41- ---------- _7 7- pan WATER To PUMP Z-/ ■ VE All � VE PUMP C IIA' rl 4 N,