990 Camelia St002 Directions To Site:
Pool Area to be Fenced or Screened per POW
Ilk
5
the Local Building Codes. /
Gates to be self-closing&self-latching. 3 (o � 6 " BWE HKNENf
Door and orPool Alorms, MA y14o/LT /PD !D WEST O/� Coast to Coast Since 1954 PHONE: 904-620-0040
tti Since 1954
WET DOWN GUNITE TWICE DAILY g AVF To NORTld On/ Cr9rv(EG/A State Certified Pool Builder FAX: 904-620-0206
FOR SEVEN DAYS. ~— S/re /5 on! LEFT CPCi4567b5
!; 30 ----♦+ GENERAL POOL SPECIFICATIONS
MAX. WIDTH: ? ' MAX. LENGTH: 3 0
k PERIMETER: 0 o ft. SURFACE AREA: 3 4-6 SF"
-� POOL DEPTHS: 3 '6'• ft. TO 5 �(o ft TO ft
EXCAVATION sAwo ser DECKING .
TYPE: 5r",lrvPtitt.ta TYPE: PA✓ERs 637 _SQ. FT.
REMOVEDIRT, XVccuokelo COLOR:
REMOVE STUMP(S)' 7Nc f-0,06,0
REMOVE FENCE: ay o w,v f,e RISERS: n/a^lF
REPLACE FENCE: ay ot-f vt,e TOP EXIST: No�/£ SQ. FT
REMOVE CONCRETE: i✓a NP' SQ. FT DECK DRAINS: D u F
FOOTERS: M a a t
. EQUIPMENT
�eE�x c oT i-mm PLUMBING
FILTER RUN: FILTER: C,4g r�/D,0f IZE: +SD
S
S g' RETURN LINES: 8 r6T,F1_,o /
PUMP HP: Z SPEED: /
WATER FEATURE: ,V4.14 B.H.C.C.P D r4 -PF 4 eE r-ta�P-
, `Pif"
tELECTR CAL SANITI ER: of0
RUN BY: FEET: Sara LIGHT. 4 04 o ae t 0 ,!
UG NITS CLEANER: 746 P�044/
5 PA /Z. -OUT/LOVESEAT i F3 s9 WATER FEATURE: store*,45
3'6 pEEa SWIM x!
AO D L EXT.2nd STEP: zM'C4 a060_ _ BOOSTER PUMP: �a r~!
r/cFrf& FT HEAT PUMP• pVOAIe SIZE:
S 6'of�P - R.B.B. f, IN X .0 —
Q.. R.B.B. IN X -t93 FT
3O' R.B.B. -0 IN X -€� FT HEATER: 4 on,o O o BTU: NAT P
a S (CIRCLE ONE)
BEiVcN / '
l BENCH
COPING
SP
TYPE + rrtt-.J:a PA /E'r2 SIZE: x 6
DE c.tCrNG.' TILE PLUMBING RUN:
5
TYPE: NUMBER OF JETS: +
GLASS BLOCKS: ,-JoA,,r - BLOWER HP: /•a
OTHER: lvo-
4 FUNCTION SPA SIDE SWITCH: 111A.N
�2 INTERIOR FINISH
LIGHT- c o c-n
TYPE: .5�+�,�F ,[ r7F Q�h�rG
COLOR: Rz-ae QE4Aeee
ADDITIONAL SPECIFICATIONS: 617Tlc. Tse c4�E w r7r:
. � �4 0 • A t D''J Nyt of lIIK rBR -t:3.-t1 d 1..„
n
0/✓E STdkY 57 ace-o c
BUYER Please Initial
Q REs/DEn/cE - r
ti i Approve the Above Specifications:
Approve the equipment Location: A ALL
Customer's Signatures Date: TUB6, 2x06
JJ004 AAJD 11/,^10oinl AcAleMS
To Be I/v5T44.(_CD Name: my G od✓Re'I'v
Address: .,q 9th e0imel-14 5T City: xrz,.4,v7 e seoie
Jurisdiction: O u i/v4 4_ E-O✓-17 'V Zip: .
Home Phone Number: 29-1-3t/O 8usuiess Phone 614 - C 3 G E`4 L.
Lot: Block: 6 r'- County: 0 v VA e, Pb / Pg: I P�3
SCALE: %" = 1' 0,' Subdivision: ATz_.4A r,1 c- a/.f<.-!>' r
i
i #3 BAR CONT. W/ NOM. "FIBER MESH' CONCRETE DECK W/ SUP
S" WALL-W/ 8'Xa' BOND [RESISTANT TOPPING ON COMPACTED GROUND
GENERAL NOTES' n2' ,
:7UGHT '"TEr,ROUGHWPvc PIPE NITHOUT�EMAXIMUM XCEEDING THEFLOW
BEAM USE 2 #3 BARS CONT. W/ ALL ORGANIC MATERIAL REMOVED (OPTIONAL)
1. FOR POOL PLAN, SIZE, DECK SPECIAL DETAILS SEE CONTRACTOR'S S.-nMAXIMUM STANDARDS FOR VELOCITY(FT/SEC) 4' MIN. JUNCTION BOX
POOL PLAN. _90'CTION-UNE RETURN UNE P 8" MIN. (BY OTHERS)
2 POOL WALLS SHALL BE 5" TFICK AND FLOORS SHALL BE 6" THICK T t2' es GPM los�N 2 HP
AND SHALL BE PNEUMATICALLY APPLIED CONCRETE WITH A z 14' ) O GPM TSD DPN 2 t/2 ) 70 TRANSFORMER
COMPRESSIVE STRENGTH OF 3,000 PSI IN 28 DAYS. CONCRETE DECK MAXIMUM RISER PUMP SIZE BASED ON A TOTAL DYNAMIC HEAD IDH) L ta" MIN_ TO (8Y OTHERS)
MAXIMUM TREAD = 10' 240 S0. IN. S0� AND FOR ESTIMATE ONLY. ACTUAL PUMP SIZE WILL TOP OF LENS
SHALL BE 2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI ( ) VARY DEPENDING ON THE PUMP SPECIFIC POO AND THE
STANDARD 315. DUAL SUCTION OUTLET (OPTIONAL) SET INTO CENTER OF TOTAL DYNAMIC HEAD FOR THE SPECIFIC POOL NEEDS MARBLE
STEEL GRID AT POOL DEEPEST POINT W/ 3' SEPARATION PLASTER FINISH
3. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING U.L. APPROVED 120 VAC/30ow POOL LIGHT W/
CODE BUILDING 2004, FLORIDA BUILDING CODE RESIDENTIAL 2004,ANSI LONGITUDINAL POOL SECTION REFER TO ATTACHED DRAWING GUI OR IN U.L. POOL LIGHT W/ LOW WATER
SURFACE SKIMMER FOR DATA REGARDING DUAL CUT OFF IN U. . APPROVED GREY PLASTIC
NATIONAL STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS, SUCTION OUTLET SYSTEM AND FORMING SHELL W/ B BOND PER N.E.C.
AND ANSI/NSPI NATIONAL STANDARD-3 FOR PERMANENTLY INSTALLED vacuuM RELIEF srsrEM
�k3 BARS 12" O.C. EACH WA.Y
RESIDENTIAL SPAS. ADDITIONAL #3 STEELTEX FORM (OPTIONAL)
4. ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL REBAR REQO AT M STRUCTURAL
SKIMMER OPENING POOL S 1 RUCTUf AL DETAILS
UNLESS OTHERWISE NOTED. BRICK COPING I
5. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40, 6"X6' TILE SPILLWAY i
REINFORCING SHALL BE # 3 BARS AT 12" O.C. EACH WAY WITH 15" `(WIDTH SEE PLAN) WALL SECTION
LAP JOINT IN WALLS AND FLOORS UP TO 6'. OVER 6' USE #3 BARS AT / VARIES AT SKIMMER ,�, 2 MAIN DRAIN UNE
6" ON CENTER EACH WAY IN THE AREA OVER 6'. 2. SKIMMER UNE
IF CONCRETE IS CAST AGAINST BARE EARTH WITH A SEPARATION /E i 3. WASTE UNE
POOL / 1 3 4. RETURN UNE
BARRIER, MINIMUM COVER SHALL BE 3". WITH A BARRIER (STEELTEX) WATER LINE I`y ,� 5. PRESSURE CLEANING
\I// 0 UNE (OPTIONAL)
BETWEEN CONCRETE AND EARTH, MINIMUM COVER, SHALL BE 1 . W
6. ALL METALLIC POOL FITTINGS WITHIN S FEET OF THE INSIDE WALL #8 AWG COPPER WIRE G B A. HAIR de UNT STRAINER
AND DECK REINFORCING STEEL TO BE BONDED TO THE POOL C. FILTRECIER PUMP
6"XB' GLASS BLOCKS TIMECLOCK C. FILTER
REINFORCING STEEL WITH #8 AWG COPPER WIRE. #8 AWG COPPER WIRE CEMENT (IFS 50 PSI TO SERVICE PANEL A D. IN-UNE CHLORINATOR
TO BE RUN INTERNALLY AND E.KTERNALLY WITH THE NEC APPROVED SPST (OPTIONAL)
PVC LIGHT CONDUIT FROM THE LIGHT NICHE TO THE JUNCTION BOX,
AT 12" O.C. EA WAY JCI. BOX TOGGLE 5 E. HEATER (OPTIMAL)
COMPLETION OF POOL GROUNDING TO PANEL GROVALVE
UND BY ELECTRICIAN. RAISED SPA DETAIL 4' MIN. F wP DSc 4 2 1 F F. ANTI ENTRAPMENT
7. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND, e" IN. PUMP SYSTEM
WHICH SHALL BE COMPACTED TO PROVIDE A STRUCTURALLY SAFE 12 V TRANS FILTER SYSTEMA
BEARING CAPACITY, ANY UNSUITABLE MATERIAL ENCOUNTERED IN Poa DECK 3X112 IN %- COND
EXCAVATION SHALL BE REMOVED IN IT'S ENTIRETY AND THE AREA
SHALL BE BACKFILLED WITH ACCEPTABLE MATERIAL AND PROPERLY 12 v/3o0 W W/ Low ALL ELECTRICAL 28' MIN. PER
COMPACTED. WHERE UNSUITABLE MATERIAL CANNOT BE REMOVED, THE MAX 5' WATER CUT-OFF SHALL CONFORM MANUFACTURER SPEC.
POOL MUST BE REDESIGNED. 24. OR 120 V.A.C. w/ GFI N.E.C.ART. 62 LADDER TO BE
$ THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM PER N.E.C. N. 2002 CROSS BRACED PER
FAILURE BY ACCEPTABLE METHODS IF REQUIRED. THE DESIGN ENGINEER '4"—'a ELECTRICAL DIAGRAM MANUFACTURER'S SPEC
ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING ALL LADDER TREADS SHALL
HAVE SUP RESISTANT FlNISH
STRUCTURES.
9. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL UNDISTURBED w/ a"xa" BOND BEAM WEDGE ANCHOR
CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. POOL SOIL (NO VOIDS) SE 23 BARS CONT. AND ESCUTCHEON
CONTRACTOR AND/OR OWNER 'SNAIL VERIFY LAYOUT AND ALL TYPICAL MIN. 1 14' COVER OVER 3' MIN. 8' MAX BETWEEN
ALL BARS $FE NOTE �5 TREAD AND POOL WALL
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION. SWIMOUT DETAL
w. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN TYPICAL SWIMMING POOL
RELATION TO POOL AND ITS EQUIPMENT AND ENSURE MINIMUM s• nLE 1 #3 BAR
CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AN s" 5" W L LADDER SECTION
ORDINANCES. 5" VARIES - SEE PLAN 5. s' WALL
1t CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING DISTANCE BRICK Cl Row1 L7FCK OVERPOUR
AROUND CONSTRUCTION AREA TO PREVENT UNAUTHORIZED ENTRY INTO THERAPY1 LESS
S 1h+� STRUCTURE
ALTERNATE BEAM
12. F A WATER SUPPLY IS PROVIDED, A MINIMUM 3" ATMOSPHERIC #3 AT 12' 19" SEAT FINISH DETAL BLUE HAVEN POOLS & SPAS
BREAK WILL BE PROVIDED. D.C. Ea. war PLAN EXPIRES ONE YEAR FROM THE 12041 BEACH BOULEVARD
13. ALL STRUCTURAL FILTRATION, AND ELECTRICAL DETAILS OUTLINED
4•, SIGNATURE DATE OR THE EFFECTIVE JACKSONVILLE, FL 32246
IN THESE DRAWINGS ALSO RELATE TO SPA CONSTRUCTION. _ — — m s" THICK WALL DATE OF A MAJOR FLORIDA BUILDING
14. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH AN RETURN s• - t" CODE CHANGE WHICHEVER IS SOONER TEL~ (904) 620-0090
ARS
ON-OFF SWITCH MOUNTED FOR! EASY ACCESS TO ALLOW THE HEATER (1ST SPECIFIED)
TO BE SHUT OFF WITHOUT ADJUSTING THE THERMOSTAT SETTING AND REGUNITE
BOUND 6.
OCBEACHARS AWAY
TO ALLOW RESTARTING WITHOLT RELIGHTING THE PILOT LIGHT. DEC Q 8 2��5
15. SPAS AND HEATED POOLS SHALL HAVE A COVER DESIGNED TO jr
2-e' 9ANTI-VORTEX DRAINS STEELTEX FORM D TE
MINIMIZE HEAT LOSS UNLESS :70% OF THE ENERGY FOR HEATING IS SEPARATED BY 3' RESIDENTIAL
DERIVED FROM NON-DEPLETAELE ON-SITE RECOVERY SOURCES. MARBLE PLASTER
SPA SECl10N
FINISH SWIMMING POOL
16. THERE SHALL BE ADD SAFETY GLAZING IN DOORS AND WALLS OF
ENCLOSURES FOR HOT TUBS, AND OTHER SUCH FACILITIES WHERE SUCH ASTER SPECIFICATION
GLAZING IS LOCATED 36" OR LESS FROM A STANDING OR WALKING THE CONTRACTOR MUST PLACE ALL STEEL IN THE POOL WALL AT NO MORE THAN s' ON
SURFACE WITHIN THE ENCLOSED AREA OR LESS THAT 60" ABOVE THE CENTER IN BOTH DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL SHELL WALL N H, EPAR SON, P.E. DRAWING
SHALL BE CONSTRUCTED AT 6" THICKNESS. THE STEEL MAT AND SHELL WALL SHALL COPAOLFS;
FOR
FLOOR OR WALKING SURFACE. BE EXTENDED ALONG THE CRITICAL AREA AND TO A POINT WHICH IS GREATER THAN FI NU aJ
T7. WARNING! TO EMPTY THE POOL FOR ANY REASON, THE THE MINIMUM REQUIRED DISTANCE AS DETERMINED BY THE t ON t + i
METHOD. 17i' t RIV '
HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED. THE OWNER TYPICAL WALL AND FLOOR l WINTER PARR F. -'- 52 DUVAL COUNTY
MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT �_ G °HONE. (407) �- -41J3
PREssuRE. WITHIN ANGLE 0=1 REPOSE
I
I FAX: �d0') _:c%-4133 � No? 'c SCALc -3}
VACULIM UNE
COPTIOP"WWW SxA/rEJ1 RESIDENTIAL SWIMMING POOL, SPA, AND WADING POOLS
aTG `/
DUAL SUCTION INLET SYSTEM &VACUUM RELIEF SYSTEMS ��� WATER -� -
,x 9� IN ACCORDANCE WITH SECTION 424.2.6.6 FLORIDA BUILDING CODE-BUILDING tiaRK
2004 AND SECTION R4101.6.6 FLORIDA BUILDING CODE-RESIDENTIAL 2004 _
TO PUMP WATER
WmORTTx LEVEL
VE pf '13F` A#nVORTEX (1) TOLERANCE
COVER IS♦ Z' –
2' , – 4'8 Y." Lu -
re
SPA
SNIIIMNtNG POOL VE II g F-a MIN.--I
SEC71ON - �� \ �_- CAP _ a
VACUUM UE 91.-IFR"i—=—�A• =a/ ` suCTIOM wLErS a
(07T"JIiAIJ (MAW ORAWM
W SAFETY VACUUM
\ SxrwER SPA SECTION TO PUMP GREATER THAN 2'0
sx�+I ALTERNATE"A'
"'1"°R TYPICAL POOL AND SPA INSTALLATION
�.w��Ir
jr
�� co�eR ,•T„ CONNECTION`IoPTIor+A" SPA VE 11
a \ TO PUMP ti UP TO 2.0
SUCTION FLOW FOR RESIDENTIAL POOL=8 FPS
SUCTION FLOW FOR RESIDENTIAL SPA=6 FPS
vEr k ra ra
VIE III I-ra `\ 5UCTION""� PASS SUCTIONTHRU CONNECTION �NTRACTOR MAY S CTiON PIPE SIZE
p1/N ORAPM SPA SECTION ���, ----PLAN VIEW TO MEET THESE REQUIREMENTS
SVYII M MING POOL ALTEFOIATE
MAX "L"TO MAIN
VACUUM UNE
(ops5 �ECTION
VE II CONNECTIONS DRAIN FRICTION Loss
VENTED COVER SUCH AS SIZE FLOW
'wTSAt�vAcwM PIPE MAX PIPE FROM PIPE ELBOWS
SKIMMER COVER W/COLLAR PIPE 45' 90'
1°` AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC- VENT AND EXTENSION SET (D�•) FPS 8 FPS SIZE ELBOW ELBOW
ALERT.""SVRS SYSTEM IS AN ALTERNATIVE VACUUM RELIEF CAP FLUSH W/DECK 19' 1 w z 4'
1K• Ak r DEVICE,INSTEAD OF EITHER OF THE TWO SYSTEMS SHOWN. / is s�7' si 2 s• 3�. s
3" 88' 4D' 3" 4•
DECK' 8
1%• ANTIVORTEX ``u� //.d� /--..�.�i i.- ri r aciuy�
4- 118• 55 4" 5 1r
-3 5' 158' 72' S' 8' 14'
z! Ca�ER TO PUMP \6"0 PVC SLEEVE
EXTENDED FROM
r o VEN !�_ ATTACtI PLACKARD VLH STATES COVER COLLAR PIPE LENGTH TO VE p='L"-ELBOW FRICTION LOSS
"�T THAT VENT 13 A SWMMING POOL VENT IN DECK
SAFETY OEVID AND SHOULD NOT CAP �. EXAMPLE:THE MAXIMUM PHYSICAL PIPE LENGTH FROM MAIN DRAIN
�� POOL 8E TAMPERED VIA'TH,
SECTION - _ THREADED- TO VELI IF USE 2"0 PIPE W/2-W'ELBOWS AT 6 FPS IS 54'-12'.=42'
ALTEAIVATE 5 E MIN
�LUOB t ON
BRI� O�� EXTENSION COUPLE
VERTICAL WALL.ORcc)NWE CTIc*4 — ✓ VACUUM SUCTION ELIMINATOR — VE 11 j
OWTHE
SEPARATE VE�CAI wAus VENT COVER MAY BE GUTTER /� DECK AVE II IS REQUIRED FOR EACH PUMP PLUMBED TO A MAIN DRAINGRAIN i
AS HAYWARD
VENT TOA MODEl�o! TO PUMP
__ATMOSPHERE so VENN �
IRSECT INFESBE T BY DEBM
M eNx«.�u. AMnrATTON 2-� e 8ouva OFF DECK N•
(�VERMUST COMPLY1MiN 1%-e�TpwE �; --SECTION vr�w--= BLUE HAVEN POOLS & SPAS.
ANSUASME A112.1L M) S G-MIMMU�1
�T>�1NA� \\ INSTALLATION OPTIONS -1 204'1 BEACH. BOULEVARD
rr
} JACKSONVILLE, FL 32246
ra f ro it MOL
sucTloNN suc„ar 1u"s TEL (904) 620-0090'=
IMUT
FRI
MAXMM
To vExr TEE ANCE r a 1 -s ALL VENT - suGGE3TED HFA GRADE 1
c.ONNECTbp,1' — r�RYo 1X i DETAIL
_
A VrPL
MIRM.1tMXMUM ra NT
MASTER
COMfRACTOR`3 sPEC1FICATiON III
dill SUCTION ORAV;ANG ON RLE
TO PUMP r a
MAXM M SUCTION PIPE ffAl3ODY
SUMPMA"MMUM VACUUM VATH ONE FL' NO 1
DRAWING
a SIX(q RPS OR a1 GPy �� P PLUGGED AND TO RELEASE 171 1. �. vE
DUAL SUCTION INLET SYSTEM EHT�MErNTONTHEOTHERVVII(TEP!Pd>Ft1C,FI_& ATMOSPHERIC VENT SYSTEM eSSUMP of NOT EXCEEDED
3�5E oNos PHONE: (40r'/W('-41�
FAX: (407)OV 4133 NOT TO SCALE DWD BY— GHS