Plans 1641 Linkside Dr (vault) III t a
i I�1 ` �i i.. ',.!i+ ! iry ri. p! Ik,. .tea �.► ..��r �. .r �+.�a t. +$
;. I f 'f -►-� C1 000 LWOW OD 00 OD VVV O1 to NNN .161 411. P► WWW NNN
h
4 ! I �+ t #` , ,, � � � � � _..� w�� (N�� (fl-� '�'' W j �. w�+_.t W_. ..L W...,► ...► W r.�. W r. j 4 f `IA
I 'r
11II N11 AOII `0!`10��II 11 U IIII I1II
II Aii Nil�AII IIY II
ilII IIY IIY IJI��•!I�NN4b.-,
�NIIY 4111-_
N0IIY 0.p11..-pt 06 W�I`N 4Y hJ fi; IIV � ��IS! 4%ti Co.-�!NVl
�VV V V V 0 M 000 N U"N N N-P ? ��WWWWW — - - -w00
�N O V N w ► ovNw cvNoaaN
it 14 YVV YVY YY V Y Y Y V YYYY YY Y Y YY Y YY YJ - t �. UV V V . . Y Y . . . . .
tf�aa'�
f
J
'<
t
+€
I �
x
001001.
0910Z 01'££ £S'££
FENCING
25' UTILITY ESMT f
on
if
T Iaa Cit
f t'
��
i , (+
d
I
7 i iA i. } #L �ry
1130 410 S ra _
'h' AAC
f
rrI \
{ k
4 + F
54.66
a 3 it ( � '€I a �� • �. t
lu
FIREWALL `� I
V
r
a
a
r
e �
� s
s
ON13
p
B :r•:
a
L � '
,+
Z1'SZ 00"*
p
1f 001£9
g 1 I
if
ji
I
i
I Ili pp
aj.
if 4
I 4
d
�r � l+ �I;IIi (�I 1.41 ��� !�t€ I�� � u� �+�E��• � i i
BENCHMA�IRK (HIGH POINT USED TO DETERMINE A.B.M.) ;
�` SIDE DR N GRADE TYPE- A '
ADDRESS• 1641 LINIK
i
! ,
SOD: 5 8 90 Sq
.Ft.LLINKSIDECOMMUNIYSELVA PALLETS
14LOT: 110 UNIT 2 G FENCE; 112
entex Homes
DWG.:
,
+
FLATWK• 1237
DATE: 03/24/x4 NnRTH FLORIDA DIVISION
FNDTN. TYPE: MONO
BY:A.J.B.
SCALE: 1"= 20.00''
i AFF l l al $d
i I
4 t
a;
, .. ,,.,. ...,.._....._._...,�._,.„w . ,.,.._ „�_W...,w.�. ..., �.,
I
i
C �
i
4
a.
PERMIT DRAWING
POOL 24' X
12' SYMBOL KEY:
r ,
® =DRAIN
=SKIMMER
=RETURN
i =40OW POOL LIGH T
• =VENT LINE
=POOL DEPTH
=JUNCTION BOX
Property Line r =PRESSURE CLEVER
UT
l E
�1 3 •POOL VENT A =SP RS ONLY
Polaris Mini-JetsPLUMBING LINE
a Building Restriction Line
1 � �
z � '
I i r
Paver Deck And
° Coping By hers
O
.,
DEEP --- P61ol 24'X 12' J
Oo Deep
ti
I j RETURNS �y
(typ of 3)
kN
(F
O it I
€ ; �I
SKIMMER F M w PLUMBING LINE FROM MAIN DRAIN
�, ---_ -� -- v TO POOL EQUIPMENT
ig t ° ass: mUj U ---- ----------------------------- -----------------
r 3 Ij11 ' ------------- d —
z I �
s }}
IN IMROCESS ADDITION j
pA lir lii
II ' 1.
I� { w�
I
cc
9 LL f
WAY
IRESIDENCE
r � FILTER
z
FILTER SCHEMATIC, THIS DRAWING IS AN AR
WITH WATER FEATURE TISTIC INTERPRETATION OF
NTS THE GENERAL APPEARANCE OF THE
SWIMMING
POOL.O
. T
I
�:
SNOT MEANT TO BE AN EXACT RENDITION.
{ , c �-Sa4 e6
�-
s
d
1. THIS SAFETY VACUUM RELIEF SYSTEM IS A
NON-MECHANICAL VENT SYSTEM THAT WILL LIMIT THE
TRANSMISSION OF SUCTION AT THE OUTLET TO A MAXIMUM APPROVED SWIMMING POOL & SPA
OF 4.5 INCHES OF MERCURY.
r 2. THIS SYSTEM Is A BAG
TO PROVIDE SUCTION DUAL MAIN DRAIN ATMOSPHERIC VENT (S, g)
RELIEF SHOULD ENTRAPMENT OCCUR. COMPLIANT WITH SECTION 424.2.6.6, FQbRIDA BUILDING
BE 3SPA
WITH ACOVER THATDED SCOMF'LIES WITH CTION INLETS SHALI. POOL AND
ANSI/ASME A1PRO12.19.8 CODE fORRESIDENTIAL APPLICATION$.
4. ALL MANUFACTURED SUMPS SHALL COMPLY WITH
ANSI/ASME A112.19.8. IF A FIELD-BUILT SUMP IS USED,
.=' ITS CONSTRUCTION SHALL COMPLY WITH THE MINIMUM ENTRAPMENT AVOIDANCE
DIMENSIONS SHOWN IN FIGURE 1. Figure VENT PIPE ANALYSIS—MAXIMUM LENGTj`}�
5. THE VELOCITY ON THE: SUCTION SIDE OF THE
CIRCULATION SYSTEM SHALL NOT EXCEED SIX (6) FPS. FIELD BUILT SUMPS MPS
p' 4"•�; i
PIPE SIZES AVERAGE VELOCITY VF€hVT PIPE MAXI
6. CHECK VALVES CANNOT BE INSTALLED ON THE Minimum Size('t SNI) INCHES FLOW GPM FT. PER SEG SII�ZE LENG
SUCTION SYSTEM. D=ir�sideDiametero€Pipe " $Q 5.74 1 2" 32
"§ 2 „
7-17. THIS SYSTEM SHALL 13E INSTALLED AND TESTED BY A " 75 41
a !F ?
QUALIFIED, LICENSED SWIMMING POOL PROFESSIONAL
100 -6.7 1 2" 54
2 1/2
8. THE VEUNE LENG'M MUST NOT EXC
EED THE TOTAL 1.. 11 Q
NT 7.37 1 1 2" 60
I 2 1 2" "
LENGTH OF THE MAIN DRAIN LINE. 73135
{i1� 3 k
«f79
"" 9. VENT OPENING MUST BE COVERED WITH WIRE MESH r"
3"
SCREEN TO PREVENT INSECTS, DEBRIS COLLECTION AND O
"- '" 175 7.59 �" 95
145 6.29 11
BACTERIA.
325 8.19 17
I ' F r, `'' E} 4" 1 1 2"
i 10. LABEL VENT: POOL SAFETY DEVICE- DO NOT HANDLE =�D' f -
11jThis anal is is based u on maintaining the length of pipe bell the operating leve
2 90' BENDS vertical and horizontal, t vacate within 3 seconds based on ithe size of the pump
(R A TEE average flow rate. Due to the hydraulic gradient caused by the pump and piping.
should be located as close to the tee at the dual main drair►�, as possible with a
�;
�N{ N distance of 12".
rn 3
This document is the intellectual property of HCE and cannot:the reproduced in wh
-�/z'vv+T ] without the expressed written approval of HCE. This document ;s not valid without
t Jason W. Ric COURTESY o
1) 90' BEND �, -
W e, P E
� ,,e^� { �,.:==— -`-..,...:.✓'� J RTE F:
Z. = p
I 1,` € MAIN DRAIN
i i ..a
p
� I MAX.
POOL n� MAIN DRAIN i
I a 1-1/2" VENT UNEP 1 P P ROVE D
3 FATLANTIC B
1 oFFic
Id iy Y 4 1
JUN ',t 200
i 4 I t
, '�a
i SAFETY VACUUM RELEASE SYSTEM (SVR
S) I
t [3y:
HORNER
NEE INC.
,, CONSULTING ENGIS
i
fi
DRAWN B
#ai DATE REVISION APPROVED
iq r
t REUSE OF DOCUMENTS
2 T}NS DOCUMENT AND THE IDEAS
AND DESIGNS INCORPORATED —
CHECKED
HEREIN, AS AN INSTRUMENT OF
i PROFMONAL SERvt= Is THE DATE: 1—
I£ ; n skti, f PROPERTY OF HORNER CONSULTING
�, illl� s
ENGINEERS AND NOT To BE USED LISON CENSE R1%
8742 HCE#n/
IN WHOLE OR IN PART, FOR AN'f EXPIRES 2-28-2006 PAGE 1
OTHER PRo�ECT WITHOUT THE
r WRITTEN AUTHORIZATION OF HORNER
CONSULTING ENGINEERS.
s�
ou
u
1