Plans 1415 Ocean Blvd. (vault) Dom
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OCEAN BOULEVARD
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(FORMERLY MANDALAY AVE.) 50' RIGHT OF WAY
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PLUMBING LAYOUT
OF 2" PVC -
200" OF 11/21' PVC -
2-
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2- OX
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MALE
2"
cj
ALL PVC TO BE
UALE55 AMED
t OTHERMME
(u
04
-17
CIS
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2"
fli
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2"
go
r goo RED.
140MEOWNER WISHES
TO I %"
TO RETAIN VEGETATIOM
u
............ AT THIS LOCATION IF ATr
2"90o RED.
ALL POSSIBLE
TO 1 2" all
CL I
A
...............
AM 00M
PIUAIRVW TO OE
10
EQ&VAfEW PAD
POOL EQUIP.
a
LOCATION
:1 ZV
N7
5
OWNER APPROVAL: CHECKED BY:
�rk RESIDENCE
DRAWN BY: CWW
F 10,),
4541 ST.AU STINE RD. DATE:
JACKSONVILLE,FL.32207 DATE: 29 MEwch'05
CONSTRUCTION MGR;
PHO -5248 SCALE: 3/16" V
NE:(904)591
FAX: (904)398-4768
�Tl
—0—
SPECIFICATIONS
2'.2"
EQUIPMENT LAYOUT
Pool Size: 12'X 24!
Pool Area:
250 Sq. Ft.
U
66 Ft.
I W WALL.IPENETRATION FOR
1 1 A--WALL PENETRATION FOR B 2,
Pool Perimeter.
F Deck Area: 470 Sq. Ft
WALL RETtORN AT 18"BELOW Capacity: 6,857 gal
WALL�RETURN AT is"BELOW
BEAM SECTION Pool Circ.Pump: I Hp-V&&m to
TOP OF POOL BEAM TOP OF POOL BEAM
Z.
RAISED 12"
Spa Jet Pump: NIA
SEE PA6E 3 FOR NOTCH SHOTCRETE Aux.Pump: NIA
W 7WALL
A FOR WATERFALL Filter Type: Clean&Cleal 150 _j
LOCA77" a603122 0
WATIMPALL r0 BE Heat: N/A 0.
A INSTALLED IN NOTCH st Gas Tank By:N/A Vented By: Ift CIL.;
MUD SET IN PLACE N/A
Air Blower.
Control: No
Electrical By: Aqua Vista
Is" Timor. Yes
_12" 12"
Skimmer(a):I Typical
Main Drain (s): I
re
N
MDX(a): i Paramount%mp
8"Sump
-2- BEAM SECTIO
T� RAISED Ir'
2"FEED Return Lines(a): Wall Returns;
LINE Wateftlis
Spillway: N/A
Waterline Tile: 68 Sq.Ft.
WATERFALL CUT-OUT DETAIL
24 809
Trim Tfie: 46 Ln.Ft.
1/2"1 Included In Wl
Raised Wall Tile:
Yes
Pavers:
A Ih Z
70 Ln.Ft.
Coping:
dill!
Border. 94 Ln.Ft.
It
Field: 338 Sq.Ft.
Pool Watts: q)
Lighting:Standard
ION 10"
z
Pool Cleaner: Polaris 360
I WALLIPENETRATION FOR B]
'ji Chlorine Generator: Aqua Rite
WALL RETURN AT 18"BELOW
I IW'WALL PENETRATION FOR Diving Board: No
TOP OF POOL BEAM
CLEANER AT 10 BELOW Slide: No
y
ME
TOP OF POOL BEAM Ladder: No
BEAM SECCTION
Handrail: No
RAISED Ir
> > t— Overflow
r) Exercise Bar. No
<441;
Line: No
SEE PAIRE 3 FOR
M NOTCH SHOTC E
WA TEWAU Water Features: I So&24"PO)Werfalls
FORWATE LL Polaris
>
:I LOCArZONS Type:
l � Number, (2)18" : (%24o
WATERFALL TO BE
Z; t* Deck By: Aqua Vista
INSTALLED IN NOTCH&
U
Deck Texture: Pavers
MUD SET IN PLACE Deck Drainage: Approx. 17 Lilrn. Ft.
No
Screen Enclosure:
B
i:j Concrete Removal By: N/A
FQVrPMENr ro OF
V-1
D E
A Irrigation Removal By: N/A
PLUMED XN 2 Septic Removal By: N/A
'N
BEAM SECTION Tree Removal By: N/A
yj . -� I kts i
Dirt To: See Page I
RAISED Ir 2"FEED
Q
POLARIS 360 0 112-) Pool Elevation: See Page I
LINE
Shotcrete: 16 yds.
*ALL RETURNS(11112") Logo Tile: No
1811 WATERIFALL CUT-OUT DETAIL
t
I
-V
WATERFALLS(2 VBVr LZAAE
L OCA 710N PA 6E.I
SKJMMER 0 112
CHECKED BY:
OWNER APPROVAL:
DRAWN BY: CWW
FE]= "IN DRAINS 0 112")
'J DATE: arch'05
V DATE:29 M
= VENT LINE(11/2") CONSTRUCTION MGR: SCALE: N.T.S.
it t 2�0
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20.00" LOT 3. EXCEll I
THE WEST 20 FEET
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100.00,
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< 0 1
a 100
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PR 14 2005
D
120 rjIEL
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no --2l I
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THE WEST 20
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1000,
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(FORMERLY MANDALAY AVE.) 50' RIGHT OF WAY
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it
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it
it
ills
RMSIONS
iJ
TYP.WIDTH
AT TOP OF BEAM
WATERLINE
TILE 0
WATERLINE TOP BAR STARTS r'
FROM TOP OF BEAM
4—+—H 1 1 1 3:
TOP(2)HORIZONTAL
BARS ON r CENTERS
03 REBAR ON 12"
LIJ W
LU
CENTERS TYP.
LTYP.BEAM
POOL
THICKNESS V)
is
AM=Pl
PtAlIPOSES
W Is
s FILE COPY
APPROVED
kAh it .LANTIC BEACH
'till DING OFFICE
is
A 14 2005.
By
is Z-1
jJL
7, 1, FILE Cop
> DRA*I TYMAL FOR ALL SHELL5 *TrHrN
bEPTH
# 3 RESAR 7`0 RE U50 TYMAL rhROMWOUT
> EVERY SAR-END TO BE OVERLAPPED 30 BAR DrAhl
000
All
�sT I
SEE A MACHED ALAN5 FOR VENT'LLNE DEI
ST.At ustwr
JMCKSONVILLE,FL.32207
iMVl(904)591-5248
: (904)398-4768
:J!
Id
FOR 0 . 0 ESHOLD
DIRT FROM EXCAVATION TO BE STOCKPILED ON SITE 'll (SEE THIS PAGE)
USE IN SUPPORT OF DECK AND IN TRANSITION OF ROUGH
0
ESS TO BE HAULED BY AQUAVISTA.
GRADE. EXC
U,
AISED 12" Z'
M
PAGE 2-.DECK LAYOUT.
PAGE 3-POOL LAYOUT. CHECK SHOTCREMORS:
Z.;
PAGE 4llll-PLUMBING LAYOUT.
SCALE
+ BEAM
ilay, -SEE PAIl 5 FOR ALL 9
PAGE 5-EQUIP. LAYOUT. I lllll.
Vu RAIPlED 12"
18"WATERFALL VENT L:.10NE
WALL PEVEMTZON
TYP.BOTH SIDES LOCA7 WALL 114 _J
0.
Islay
RETURN REPRESENTATION OF 0,
le—BRICK SAILOR
7-rT7l
E TES:
COURSE(BE PAGE 2)
NO
�ii � Ij
PANEL TO BE
BENI REMOVED BY HOMEOWNER FOR
LL ACCE55
ll WIDE)
RETURN WATERFALL
-PLIMP if SHUME K
>1 C",
ACCESS. 5TW
Ij� 504D A PRE-
N
WALK4 MADE pRroR To Poa LA YOUr
MAIN
J 'jI STEPS 1
CAUTrON 56FHOAMCOWNER
DRAINS
FOR 1469ETA rrON 7-0 RE"N
DEPTH DEPTH
-(I) cr=5 TREE TO BE
DEPTH
DE) z *I
OMEMWER
BEINCH
Il BY/I
-U5E CAL=ON WXM
M E TX TZON rO
BENCH RMARDS TO
OPAVER POOL LIGHT
REAIADV(SEE HOME014'NER)
DECK (300 will
BENCH +)2 _5Al COVASE AT
WIDE)
(18 PERME7611? OF ll
TO
&EVA TED Sasr" MADE
(SEE PACE 2 FOR DETArLS)
WA
RETURN
ACCESS bkh-.
Pl SKIMMER
I OLARIS
M
DECK 31V
IN
D Z2
Sub b
DRAIN POOL EQUIP.
LOCATION
*Wr(tten dimensions on these
Y4" drawings shall have precedence
I over scale dimensions.
1 A:
3�0 I
Q it set a Plumbing
4 ET1171 11 1 11 1 17 *Pool E uIpmen
JUNCTION J Run su
61ect to variation pending
N I
411
i, e I � I, Box unforeseen site conditions.
"WAI
R E7
A
SE CH
WIDE,
I T
kWALL
QETAXI
CH%cKED BY:
OMER APPROVAL:
DILWN BY: CWW
DATE:
RESIDENCE DAVE:29 March'05
SQ&LE 1/4" V
NO'ilk66 CONSTRUCTION Mi Z
S
,11 4541 ST.AUGUSTINE RD.
F
JACKSONVILLE,FL,32101
PHONE:(904)591-5248
i FAX: (904)398-4768
TRAVERTINE FIELD
DECKLAYOUT BORDER BRICK PAVER COPING PAVER
t POOL DECK TO RECEIVE PAVERS -
I aj .. . . . .
. . . . . . . . . .
POOL & RAISED BEAM SECTION TO RECEIVE TRAVERTINE COPINO MUD
U
SET SAND
PERIMETER OF POOL DECK IS APPROX. 90 ft.
BED
`--�SAND WATER
dl LINE
BED
BQRDER FOOTING DETAIL POOL
lit
BEAM
il:t
SArli COUPSE OF 0!
9=9 TO BE ADDED AT AAfY POTE-7i
PEArNii OF DWX &EVA TrOVV CHAAromE COPING DETAIL
WHERE REQUZAED rO
FROM masTrAW otew som&cm"
Ail RErArN DrRr FROM WALXWAYS rO DECK TO OF Wo ARE45 rO
pm D&x Be 5LOPED 0
Vas71A* WA"WAYS SAILOR �%4
BORDER PAVER
COURSE OF
0
Wit
BRICK BRICK
it
............
0
REQUIRED
MUD BED AS SAND
T— PULL STRING BED
tO LOCATE 4) Z
kAR OF[ECK
BORDER FOOTING DETAIL
04
z
-—- —-—----—-—-—-—-—-—-—-— L
-To
REPRESENTATION OF BAILOR 0
3`0 3-T
:it COURSE IS SHOWN AS SUGGESTION
i�ll N ONLY.THE TOTAL LINEAR FOOTAGE
IS TO BE DETERMINED ON SITE AT
DECK GRADING AS REQUIRED TO
RETAIN EXISTING GRADE. TRAVERTINE
COPING
DA R TILE CONTINUED
INDI T DECK DECK P2
DOWN TO WATERLINE I
ANDIOR TOP OF DECK
ci PER1 BE
BIL D ED SITE
it
DECK
DECK
�J,
DRAIN
DRAIN
D
Na
Ip.
LOCATION
RAISED BEAM DETAIL
POOLEOU
V. 1.
TO REaFrVE
LL ST
LOC
ROI
7"0 4y'-O
it
'PAD
IX3
B A
15. (WI, OWNER APPROVAL: ii BY:
P= EQLM0A18VT Thi
LOIZArE
V=NrTY AS REQUZIi rO DATE:
FL.P.L.- 1:9 bRAWN BY: CWW
4541ST. dIJ tNERD,
jar I RESIDENCE AUWAME DM7L1R8AAA7E OF JDATE:29 March'05
JACKSONVILLE,FL.32207
248
PHONE:(904)591-5 vasaw VBPETA77iii CONSTRUCTION Mi tME: 3/16"
u I FAX: (904)398-4768
it
POOLLAYOUT
POOL BEAM IS TO BE 8" THICK AND LAYED OUT WITH A 9" OVER DIG
SPA BEAM IS TO BE 8" THICK AND LAYED OUT WITH A 9" OVER DIG
PERIMETER OF 9" OVER DIG IS APPROX. 72 ft. -- 1T-6"
za
0'-10 1/4' 2'-1 1 114" 3'.11 1/2"
T-1 1 1/2"
L 2'-1 1 1/4" V-1 0 1/4
Z 0
c B
N
N
240 14
ISO
O�
o'
CL;
L 4'2'
cl tB
RAISED BEAM DETAIL
WEND FORMS OF RAISED BEAM
SECTION INTO POOL TO DEFINE
ENDPOKM FOR SHOTCRIETERS 9
tcol
u) r.)
z
H
rc I fL 3 In.RADIUS
IEEE] CHEa
SCALE
E 4 ft 0 In.RADIUS
...........
.... ....... ........ .................. CL
A
W ,
'p
o '
MEA5UREMEATS ARE
TWWAI. FOR BOTH
SrOES OF POa
jo4l
FL.P.k�-*�)'j AJ6 OWNERAPPROVAL: CHECKlkl)BY:
tit
L
DRAWItII3y: CWW
4541 ST.AII RI).
DATE:
RESIDENCE PHONE:(904)
hb JACKSONVILLE,FL.32207
it i, I i� I DATE:219 March'05
15 591-5248
CONSTRUCTION NOR:
1 FAX: (904)398476R SCAL%: 1/4"- 1'
W[j: