Beach Ave 647~E 1-COVER .PAGE I°~
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DRAWN BY: CAC
DATE: 6 Apr. b5
SCALE: 1~gM $ 1,
DESIGNER: CAC
(904) 641. - 5265
~. TNfS SAFEflr vAax>It ItEt.IEF SYSTEt+f a ~
NOM-IAECFIANCAt VENT SY51DA THAT w1LL LUAIT THE
TRANStfISSION OF SlJC110N AT THE OU11fT TO k MA~bfU#1
' OF 4.5 lIICJiES OF lIERCURY.
Z THIS S1'STEaI IS A BACfA1P TO PROVIDE SilC710N
REIJEF SNOtAD EInRArr~E-rr occtxt.
3. POOL AND SPA SUC'110N Nry.ETS SHALL BrE PR0I~OET)
-- WITH A COVER TFU1T CO1~'LIES tiMTH ANSI/ASME A11219.6
4;. ALL MAttt1FACTURfD SUMPS SHALL COMPLY WITH
ANSI/ASME A11219.fi IF A F1ElD-BUILT SUAaP !S ttSED.
ITS CONSTRUL'TION SHALL COMPLY WITH THE >aINIMUAI
rx~or~ sHOwN N t~uRE ~.
. s. THE VELOCITY oN.~ SUCTTOnt SIDE OF THE
CIRCUUITION SYSTEM SHAH NOT EXCEED SIX (b) FPS.
6, CHECK VALVES CANNOT Bc' INSTAU.FD ON 7Fii:
SUCTION SYSTEM.
7. THIS SYSTEM SHALL BE N4STALLED AND TESTED BY A
QUAt.If]ED. t1CEP1SED SWIAIMNG POOL pROfESSIOt+IAI.
~. THE VENT LINE LENGTH MUST NOT EXCEED 11# TOTAL
IDrGTH OF THE MAIN DRAM UNE.
9. VENT OPENING MUST BE COVERED 1MTH WIRE MESH
. SCREEN TO PREVENT INSECTS. DEBRIS CCKJ..EC110N ANb
BACTERIA. '
10. LABEL.VENT: POOL SAFETY DEVICE- DO NOT HANDLE
(2) 90' KENOS
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GATE ~ REMSIOM APPA{YVED
ItE1SE of DoaiuENTS .
THIS DOCt11rENT ANO THE IDEAS
AND DESIt;rIS NcaRParATEO
,AS~~~
PRC~ESSaor+Al saw Is THE
PROPERTY of HORNER CONSUt.TING
ENGINEERS AND tS NOT TD BE USED
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OR IN PART. FOR AMP
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wRIT1FN AUi110WZATION of HORNER
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FOR RESIQENTIAL APPLICAII
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CITY VENT PIPE MAXIMU ~- ~
SIZES AVERAGE VEIL LENGTH FT. ~ ~- ~
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3 59 .95
• t75 7-
8.19 1 1 2" 177
• 325 U
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below the operoYng towel of the POOI• H
~ tad upon nwi-toinin9 the Iprgth of pipe ize of the ump and the
This orwl7sis
td to vncote within 3 seconds trosed on the s P the vent fire
vutiool d-d hor¢on o the h rc grod~a-t soused br the Pu"'P and Pte' 'moxrrtuxn ~
e flow rote. Due i Y'~~ man.droir*. ~ possrbls with a O
~~ Ire bested os doss to the tee of the-dud ,..... W (~ M
should " W Q
datarloe-of 12 . Z M
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and connot be reproduced h while or port ~ p[
intellectual property of HCE - out the soil of • J
This doaxnent is the of HCE. This document is not volid xiih Z ~ j ~
mthout the expressed written approval W Z
Jason YL Rice, P.E. CpIJRTE51r ~•: ~-+ •
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-28=2006. PAGE 3 OF 1
EXPIRES 2
SHALLOW -DEEP
TYPICAL STEEL LAYOUT FOR
SHELL WITH DEPTH
UNDER 7ft.
WATERLINE
WATERLINE--i T1LE
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1
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#3 REBAR ON 12"
i~-~--
CENTERS TYP.
POOL
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DEAL MAIN DRAINS
FOR ANTI-ENTRAPMENT
PURPOSES
AT TOP OF BEAM
~ RTS 6"
TOP BAR STA
FROM TOPOF 8EA141
' TOP (2) HORIZONTAL
N BARS ON 6". CENTERS
n
TYP. BEAM
THICKNESS
NOTES:
~ ORAWIN6 TYPICAL FOR ALL SHELLS WITfffN 7ft. Of
DEPTH
~ ~# 3 REBAR TO BE USED TYPICAL TNROU6HOUT
~ EMERY BAR-END TO BE OVERLAPPED 30 BAR DIAMETERS
(EQUIVALENCE 11.25"
~ SEE ATTACHED PLANS FOR VENT LINE DETAILS
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DATE: T Nov. '06
SCALE: N.T.S.
DESIGNER: CAC
(904) 641 - 5265
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3 -0'
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DASHED LINE
INDICATES BACK
OF EXCAVATION
4
0
JUNC710N
BOX
Tl/RMOVER RA7T0
13267. B gn/ N 55gpin .4.02 hrs
RESIDENCE
CUSTOMER ELECTS TO USE ONE OF THE
FOLLOIMNG OPTIONS:
1. HARD WIRED ALARMS ON ALL p00RS
AND 1MNDOWS LEADING TO POOL AREA
2. CHILDPROOF FENCE
3. POOL COVER
4. OTHER A OVED OD:
LANDSCAPING BY OTI~ERS
CONCEPT SUBJECT TO CHANGE
PENDING CERTIFIED STAMPED
SURVEY FOR ACCURACY.
NoncE:
n~us coricEPr ~s rHe ~oPErm of
~ nQTnw BONDED P00L5. INC.
Sb08 BEACH BOVI.EVARD
JACi~~CMIV3LLE, FLORIDA
RODUCTION OR CONSTRUCTION
REP
ROM TENS CONCEPT IS PROHIBITED
F
UNLESS AUTHORIZED BY FLORIDA
BONDED POOLS.
i
•. ~
POOL AREA: 378 Sq Ft
POOL PERIMETER: 80 Ft
MAIN DRAIN
GRATE
3'-0"
1' MAXIMUM DISTANCE
TO VENT TEE
CONNECTION
2" SUCTION uNE
FROM EQUIPMENR
r ~
2" TEE WITH
1'/:"REDUCER
1'~:"VENT
LINE
POOL VENT LINE
CONNECTION DETAIL
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DRAWN BY: CSH
DATE: 15 Dec. '06
-7VllI+G: 1/pea ]~
(904) 641- 5265
3'
i MAIN DRAINS
(SEE DEfA{L
THIS PAGE)
I~ WALL
RETURN
APPROX 24' TO
18" RAISED BEAM
ACCENTED BY A
36" WATERFALL
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LOT 3; 'BLOCK.'3~.,'ATLANTIC $EACH, AS RL~CORDCD IN PLAT BOOK 5, PAGE 64 Ok' THL+ CU(tRL~NT PUBLIC RECORDS OF DUVAL COUh
FLORIDA; ALSO•KNOWN:AS.LOT 3, Ii1,OCK 15, PLAT~•N0~ 1, SUIiDIUISION ~!A~~, AT'f.ANT7tC BLACIi~ AS IiECORDLD IN PLAT BOOK 5;
•PAGC 69 OF SAID Cl1RR$NT~ PUIILid RLTCORDS j TOGETNL~R WITFI'ALL THIi LAND LYING EASTERLY OF l~JD DL~fiWEEN THG EASTERLY ' .
PROJECTION OF THE NORTHERLY ANll SQU.THGRLY LINES OTC SAID LOT 3 TO TIiL' L'ROSION CONTROL LINL+,
',
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.. ~ ------:' ~ T'LORID. SxATUTES CHAPTL~R 161.:
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TO TI3E COASxAL CONSTRUCTION
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• '•• 5/' , PLOD 'LONE "X" iS' HE ATt$A OUTSIDL+ THE. 500 YEA'
. 7.:~ .. PliOgA AND .ALA, .S1i0W 'ON FLOOD 'MAPS Ri:VIS~n 11117
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ter,. T'y v ~ PROP.L~RTY~ DY ZONxNG R R~CORDLD IN THL PUBLIC R
Ro°'y. ~;~,, ~ '. ~,'~J,~ d OI+ TI•tTS COUKTY 'Lt1A .ARE NOT'SHOWN ON THIS SURV
Z
' z•aTo~~r ~~ 3 • ~ l ' sl..,+g
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• 1 .HEREBY CERTI ~ T0: ~~~'4M~`s~vo/~,,,~~F,,z
. CaKa±t 1'L<.~j/ o/~Mi3.cK i 7lcofz7iT~P~„~
' ~.dTTErtsoN ~f . ,«N PFr~ +
'. .. THAT THIS SURVEY EE'TS ~ TWE. MINIMUM TECHNICAL
• STANDARDS AS';SE1' fdRfN BY 'THE FLORIDA BOARC
. ' PROFESSIONAL U~IJ §URVEYORS; pURSUgNT TO SE
472,027 FLORID~I:' A'FUTES AND CHAPTER 61G17-
' p p(~~pp~~p FLORIDA ADM1NlS , N~' GODE~. .
• ' .. , ~I~JWp,~~p~fipU.V•\ ~1~U~1UV~u
' ~'~.l~lJ~V ~ U ~~4~ INQ.
LB 1048 PROFESSI~ ' 1ANd: SFJRVtYOR 07 FLQRIDA
~, .,•' '
DATE: ' ~
1995
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1 ~-) "''~ C.. I ~ JACX.S(IN1r111 F' >c~nu n nnin• w..... ~ - .. '