335 10TH ST - POOL DRAWINGSABBREVIATIONS
cLmH
OR APPROVED
*MS - MAX 6'-0.00.
. F_40MFENCE
'0'.
L PLACE FENCE AT 15RWE
2. FENCE MAY BE REM"
MOOD. 1307 S� EE.Iff
�T.
Aw CEW.NG TAE
1 514 SK
Nmoor
00 DEMN PER RX RSWDENTlAL 2010, TABLE F W&2)
GRNG WCRC
0 OF WOW
Iw
1
� TCMWATERfE,47ER
AC
AR GONDMONNG WIT
so
E)6RAW67'
ALT.
AM
ALTERNATE
ALNMNM
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ft
E)OINRIOR
FOER3LA66
AM
AASNG WHOM
FM.
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am
M=
Mad,
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wfmFN$WD
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-
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CL
-4.2
4 20
Room
O.T.
-. CERWIG"T'I.E
4�IOW3.
NW A.
CULL
COLD WATER
HG
HOSE BNB
CCNC
CMR
COMM M
CONCFEIN MASONRY WIT
HU[
ID.
HOT WATER
0081E DIAMEER
COM.
CONTINUOUS
387
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CA.
CONTROL JOM
JAN.
,WOTORR
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ML
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A
LAI.
JOM
LAMINATE (D)
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LAVATORY
Om
DRAaw
MO.
MA
m4sawy OFf7StYs
EDWS.
A
EACH
MAX
MMAAXI
M ECM
NECK
F
E
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m
PETECN�4NIGAL
MP.
METAL MIS.
D L )5
1562, SIR
1 514 SK
Nmoor
00 DEMN PER RX RSWDENTlAL 2010, TABLE F W&2)
GRNG WCRC
0 OF WOW
BASIC WND SPEED.
AND DESUGH ME TUM ASCE 1.10
FFORTANCE FACTOR,
DIPOSURE CATIWSORY,
PXI� Q.ASSFICATICR
MEAN ROOF NEW
ROM ANG" N30.46 DSS)
EDGE STRP
WO MRI
i
C IMA4 COPE)
ENCLOSED
O FT.
336901 DEISM ME)
410 FT.
=MPONENT AND CLADDMG SEND LOADS
. OPENMG
PAM
PCLYYRNI CAlOIWDE
PIES TREATED
ZONE NW=W4 SEND ARA(SP) ADJUSTED 640 LOA[(PSF)
I 0
36.92
-42M
I 20
318
40A6
I 6O
36A.
-3152
I I00
3520
-3698
2 10
36M
-490 .
2 10
31.8
-416
2 30
36A
-448
2 IDS
3526
-4256.
3 10
3&92
-4904
3 20
318
416
3 50
3 100
36A
3620
: -40
-436
4 b
426
-4.2
4 20
406
-442
4 SO.
301
-43
4 WO
363
-396
5 IV
428.
310
5 20
406
332
6 60
387
-4&0
h No
963.
-442
ONINGtN OF FA6TENMG6 OF WNDQFB 40 DOM N THE WALL RR4M6IG
0 THE RESPCNSI SLiTy OF THE WOW J DOOR MANUFAM1QR AND 84ALL
MEET THE COMPQEMT 40 CLADDNG DESIGN WND PRESSURES
BARRIER
1562, SIR
1 514 SK
POOL HOUSE
GRNG WCRC
0 OF WOW
-
335 TENTH STREET
NOT #4 DOM
NOT TO Scc&E Aa ONCENTER
ATLANTIC BEACH, FLORIDA
. OPENMG
PAM
PCLYYRNI CAlOIWDE
PIES TREATED
9 SF.
QUARRY TW,E
REFORCED
y
1. RIMMED
-
RRER
ROOF ORAN
SNW.E H" WNIDOYN
6410
SMEAR
- ..
SLOPE
SFECFICATIOIK
STEEL
2AW OF.
THICK
IFAS or,
UELDEDWELDED CLCW
5 MAIM RIS16tAM GYM"W4LLBOARD
UK" -
COMMUNITY DEVELOPMENT
-
qp.:P 4 :
TMEBVI
"Twcww
UR5IAI.
.
/.----------------------.------------------.\
PROPERTY LINE
Shxe•DEPF 8W4LE8.
—.— -- 5' SIDE Y SET BApC. --- _---- N% styq . 1
---I--- -'-----`------ ------------------ ---{
---- -- --- — -----
I ll I
I I EL WALK t * -
I
I II I I-
flBEALB¢01
1 1
W -V
I I � o � ii / �. I --+--i c I I ..III '. P-4• AB04E
IOF STREET
I i li 15PY I HorN�FERtIr ' Leriaz _ __ �
YARD SET I
I li ii �> li
190 SF,. V 6• DEEPSWALS
I I Ia 7 11.I 306 ChEP RETENTION
PROPERTY LK U ----------------------------------------------
,-----AREA OF
-------- ---------------------------------
-----AREAOF WORK
SYMBOLS
NORTH T NDICATES DI IRMON OF NORM
X DRAWNG "JIM
BECTICN
A- BBcNON Is DRAWN
DETAIL X DRAM WIM
SVEETNBEERUEERE
DETAIL 16 DRAWN
A
ELEYAtTONbA•9 ✓^ON LOM
&nT
C RSINRONEW
01"At10N 15 DRAWN
DOOR Q DOOR
FX1'SINP ATIIEt
3640 . 3'-61 x 4'3•
NNDOW o WHOM
NOMENCLATURE,
3646 . V-6• x 4'3•
IMPERVIOUS 5URFACE CALCULATIONS:
AREA FIFE CCNSTRUCTIG44 AFTER HOUSE CONSTRICTIRL I AFTER FOOL HOUSE CO NSTRLCTION,
PAVER DRIVE, QQX - Tx3A
1562, SIR
1 514 SK
486 BF. J 2 .244. SF. -
POQ. DECK
3% SK
SM Bh
EQW997NT PADS
9 SF.
y
POOL HOUSE
415 6F.
TOTAL MOMOU6 OUWACE AREA
2AW OF.
3,183 SF.
IFAS or,
A MPSRVM
32%
412 A
4" S
RETEMON REQUREM Y.OARM
Y•6 x t2" 6f. x 93/2. 590 W.
RETENTION SHOWN ,591 GF.
REQIWffS ORVE *0 WALK TO .
BE MAX SOA FERACO6
,I
-------- ----- ---------=------
;i I
-------------- -----------------1i
NEW SITE PLAN AR CONDiTiGED ANSA
MAA Vd••M-0- NEST FLOOR .416 SF.
UK:CNDITIOrEiD ATEA
INDEX OF DRAWINGS:
T-1 TITLE SHW, SITE PLAN, DATA
PH•i FLOOR PLAN, ELECTRICAL PLAN, ELEVATO*, SECTION
P14-2 STRICTURAt.
BUILDING CODE SUMMERY
FLORIDA FIESIDENTIAL CODE 2a4
NATIONAL ELECTRIC OODE ml
SCOPE OF THE WORK:
CONSTRICT A 416 SF. POOL HOUSE ON THE SITE OF A
FE8'INTEV RESIOBJC.-
=FIPB THE ORIVFUWY AD WA.K TO BE N01 OF SOA
FERNOUS.
;a U
Tj
m
� � V
DATE OF
[SSItE
8.2.71
DRAWN BY:
FGP
SFiPE'[' NO.
POOL HOUSE
T-1
® 15006
-------- ----- ---------=------
;i I
-------------- -----------------1i
NEW SITE PLAN AR CONDiTiGED ANSA
MAA Vd••M-0- NEST FLOOR .416 SF.
UK:CNDITIOrEiD ATEA
INDEX OF DRAWINGS:
T-1 TITLE SHW, SITE PLAN, DATA
PH•i FLOOR PLAN, ELECTRICAL PLAN, ELEVATO*, SECTION
P14-2 STRICTURAt.
BUILDING CODE SUMMERY
FLORIDA FIESIDENTIAL CODE 2a4
NATIONAL ELECTRIC OODE ml
SCOPE OF THE WORK:
CONSTRICT A 416 SF. POOL HOUSE ON THE SITE OF A
FE8'INTEV RESIOBJC.-
=FIPB THE ORIVFUWY AD WA.K TO BE N01 OF SOA
FERNOUS.
;a U
Tj
m
� � V
DATE OF
[SSItE
8.2.71
DRAWN BY:
FGP
SFiPE'[' NO.
POOL HOUSE
T-1
® 15006
t.PLACEM�A. --
-Y - Il
FERIOD.
OFam
AB$REVIA710
MIN
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0-
ELEOTRIC WATER WA
ELEVATITaI
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ane ca✓Oma*ntw
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EXIERDR
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6�LITA1.
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at
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am
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CAB
ot
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�"
ETLE
L
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JAN
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LL,4K
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ar
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LAVATORY
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ULC.
D7 G
EA
tg�
MW. MA'<Ok
MEaHWICAL
W�
FEAC,
p EQRiO WA782 COOLER
F P
MAL
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'R'
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I I
1 I
1 I
I I
I I
I I
I
I � I
uIh7P DE°.AGN ME7NOD: ABLE 7.10
rrmAW,E FACTOR t
DcPoan CATEGORY: - C mm CO
F%pO&M OLAWFICATIM HmOSED
LEAN ROOF HEIGHT 17 FT,
D Ft.
ROLE ANGLE. (30.48 MINIMS) ADE
4D iT
m 3892
i 3uAb
YO 7
50 3tA
' I 3528 - 78
t W -V 9m
7 m b
70 318
%A
7 100 38.97 .4504
3'41 0 b
70 375
5 %A
.3 80 3338. 256
3 N0 7
0 47b
4 40b 442
4 70 -41.7
w
4 %3. -398
4 47b .010
5 406 -937
3 70
5
5 100 AND DOOT� M UIPI.I AtYO 6NAI-L
is T1E OF m- OF TMWRIDOW l DOLR
t'ffT THE COh1PONFNT AND CLADP. PE51G1'1 WR1D FRESSUfd:e
ME
�
I
I
POOL SHOUSE
335 TENTH STREET
QRIDA
ATL,ANTIC BEACH9 FL
PUBLIC WORKS
{
/)APPROVED
DENIED
NOTAPPLICABLE gLE TO DEPT
}
� 1
--------------
PRpPEKiYLME
r------------
SIDE Y–
,1 11
I II 11 I
I1 II 4
i i i K , G VEL WALK J
1 11® I
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I i ii ❑❑ I • I
j I i ii I --
1 it I I
Ingu
-
W.7 _ 1
I ----'--,$ 'SIDE YARD W B
I , i I I I_ PROPERTY l:
--
��,--_AREA OF UJOR_K---------------------
SYM600
NORTH ® INDICATES DH-- CF NORTH
ORA➢ANG VOIDER
X
�� A'" BION ISDRRM
X DRAM
A- u
NUMBER
pEtaL pE�'IRL IS DRR1N
A ELEVATION LETTER
FLEVATIOB A•S >3�-�nMl ARD �
C
DOOR O NQ'F7iCLATUP.E;
�\
uRi703 n !I m —xgE
p51@ItION SIIOtlN .391 CF.
BEMNL 80%�PER+4�OU6 70
I
FA
p� oRC—
ML
I I
I I
® I �
— ------
�li , I
I I I —
lil I
�EUJ 51TE PLAN AIR- COt�RTi AREA .4'P 8F.
6GA1 I/y.i'•O' IIYONDITIGNED ATEA = 48 SF,
INDEX OF DRAWINLG6-
TITLE bFEET. 517E 1'1-'x'1, DATA
Pµ_I FLOOR PLN4; EIEGI'RtOAL PLAN. ELEVATIONS, SEOTIoN
PN -2 biPoJGTt1RA1-
BUILDIN CODE 5 MMMERY
N�AOTIROFLAI ELEOTR G CODE E 20�I
pp HOUSE ON ue 817E OF A
E
AY AND WALK TO BE MRL OF 50%
� F �
a U
ti
\x Q
DAIEOF
ISSUE
5-7•fl
DRAWNBY:
W.F
SHFET NO.
Pool Ia0U5E
T-1
p 15ID06
1,,0.
t PI A[FF A
MN
MNMM
7.1
NOT N CONTRACT
NTA
F7
or,
ON CENTER
PE
AOREVIATM5
PT
PANT
;
CELLNG TILE
EL
�AOJACW
aL
OlAFRY me
ANC
AIR C01DftOMUNIT
9"
ALL
ALTERNATE
Oct.
ALM
ALMINM
PCO.
AIN,
AV" W OX
- FK.
BILK.
BLOCK
FN. CLC.
BOT.
BOTTOM
FRLRA
BLDG,
EAALIO NG
PD.
BA
MALT -V
GALV.
CAA
CABW
OL OC
CPI:
CARET
GYD
Cl
CAST R7N
NOW
a.
CENTMINE
W.T.
C.T.
CERAMIC TEE.
HORL
CA
COLD WATER
HE,
CCN;.
CONaEtE
Hm
C1MU1
CITE MASONRY UNIT
UD.
CANT
CONTINUOUS -
NSA-
ALCA
CA
CONTROL JOINT
JAN
CFn
CUBIC FEET PER MNTIE
JT
DIL
DOUBLE NUN IS WNXW
LAM;
DEP.
DRPENSM
LAV..
ON
DVC.
DORN
DRAWNG -
MO.
MATL
EA
EACH
MAX
ERIC
ELECTRIC WATER OILER
MTL
MP.MP
EQKSMP
MN
MNMM
x1.4
NOT N CONTRACT
NTA
NOT TO SCALE
or,
ON CENTER
Orn
OPEN
PT
PANT
P.VC.
Pp.TVNYLCNARIOE
P.T.
PRESSURE TREATED
aL
OlAFRY me
REIF.
REINFORCED
RMA.
REWIRED
R
Pam
RD..
ROCF OR"
S)N
S14M HIM UNDOW
SNL
$NET
SM
SUMIAR
9L
SLOPE
SPEC.
-. SPECIFICATION
6TL
STEEL
1 K
T40
THIOL
TONGUE AD GROOVE
TTP..
TYPICAL.
.
VERTIC-41.
VvGtT.
Yom COMPOSINON TILE
ILC.
WAU.K•N CLOSET
ARGUES
WATERMIStANT GYPSUM IUALLOW
440M.
YELDEO WIRE MESH
WG
4141IR.CLOW
UIND LOADS
WIND DESION FOR FW RESIDENTIAL 700, TABLE 83012(71
PIE CO 57FI CTION,
amc END anw.. E0 MPH
MID DESKAN METIM, ASCE 1-10
NPORTANOT FACTOR 1
DWOSX£ CATEGORY. C (OXIA CoJ
E00SURE CIA.SAO ICATIO16 ENCLOSED
MEAN R1;P VEIGNT G FT.
ROOF ANGLE, (30.49 W—FRES) 338901 DES
am emp 40 K.
REES l&0)
CO rCmEmt RNID CLAMM RID LOADS
Two SF.
ZONE ERECTNE SMD AREA (&) A=*TRD ON
P LOAO(PV)
1 0 SAW
wasp
1 20 318
2991 BF,.
50 36A
563 SF
1003598IV70
40 SF. / 7 .744 SF.
POOL DECK
JAI
318
679 6F
7 Be 36A
8 SP,
7 m 3576
- - INS
3 10 38.91
3 30 918.
6
3 50 364
'A
3 100 3898
36
4 0 478
9
4 70 406
9
4 S0 301
Lt
4100 969
RETENTION wommoot 7W -WA
V.6 x 19b6 &F. x 93/8 . SW CF.
S 10 476
10
5 70 408
39
5 50 381
5 .100 363.
__
-���T
DESIGN OF FASTENINGS OF WHOM AAD DOOR$ N THE
B TINE IEBPOPOR LnY CP TSE WR®oE /DOOR
MEET TSE COI'OZNT.AND CLADDRK: DEBMN ARO
WALL RRAMNG
AND SHALL
I®
I
POOL HOUSE
335 TENTH STREET
ATLANTIC BEACH, FLORIDA
NORTH ® INDICATES DIRECTION OFNORTN
0"" "am
SECTION X
�-/ SECC13ON 16 DP"
DETAIL X OKAUIL's RHAM
A- M 0ORAAN��
A
ELEVATION MM
ELEVATIONS A-5 �� BeEETWI7mYAEIE
C ELEVATION O DRAUN
DOOR Q DOOR
U46 - S'--6' 4- x
3646 x 4'-e'
UI1DdU ® NOMENC'LATURE1
3648. 3'4• x 44-
x 6' DEEP SAM .
OEM=
F-4' ABOVE
4 OF STRUT
690 SA. b'. DEEP SHALES
306 CSF. VOL. RETENTION
I I
I I 1 PAVERS OR cart.
I
I
i 1
Ig 1 l�
C[slllSt
J
IMPERVIOUS 5URFACE CALCULATIONS:
AREA,
PIE CO 57FI CTION,
AFTER NOUSE CGNSTRIICTIO6
AFTER Poa HoIEE c;1BTiaDrww
LOT
Two SF.
1900 SF.
1900 SF,
HOUSE A V POW*"
wasp
2" SF.
2991 BF,.
PAVER ORIVE, 6" • EB%
563 SF
514 SF:
40 SF. / 7 .744 SF.
POOL DECK
-
359 SP.
679 6F
NEI
ON
tc 1.
8 SP,
- - INS
POOL MUSE
415 SF.
TOTAL: IMPERVIOUS SIS AREA
2AVO$F.
3183 BF.
3A.NB SF.
% 1'F'ERV"
37 %
427 %
486 A
�'_J
RETENTION wommoot 7W -WA
V.6 x 19b6 &F. x 93/8 . SW CF.
■■�■i
'■■oma■s_r�
__
-���T
.- �-
NORTH ® INDICATES DIRECTION OFNORTN
0"" "am
SECTION X
�-/ SECC13ON 16 DP"
DETAIL X OKAUIL's RHAM
A- M 0ORAAN��
A
ELEVATION MM
ELEVATIONS A-5 �� BeEETWI7mYAEIE
C ELEVATION O DRAUN
DOOR Q DOOR
U46 - S'--6' 4- x
3646 x 4'-e'
UI1DdU ® NOMENC'LATURE1
3648. 3'4• x 44-
x 6' DEEP SAM .
OEM=
F-4' ABOVE
4 OF STRUT
690 SA. b'. DEEP SHALES
306 CSF. VOL. RETENTION
I I
I I 1 PAVERS OR cart.
I
I
i 1
Ig 1 l�
C[slllSt
J
IMPERVIOUS 5URFACE CALCULATIONS:
AREA,
PIE CO 57FI CTION,
AFTER NOUSE CGNSTRIICTIO6
AFTER Poa HoIEE c;1BTiaDrww
LOT
Two SF.
1900 SF.
1900 SF,
HOUSE A V POW*"
wasp
2" SF.
2991 BF,.
PAVER ORIVE, 6" • EB%
563 SF
514 SF:
40 SF. / 7 .744 SF.
POOL DECK
-
359 SP.
679 6F
Ea~ PADS
8 SP,
9
POOL MUSE
415 SF.
TOTAL: IMPERVIOUS SIS AREA
2AVO$F.
3183 BF.
3A.NB SF.
% 1'F'ERV"
37 %
427 %
486 A
RETENTION wommoot 7W -WA
V.6 x 19b6 &F. x 93/8 . SW CF.
RETENTION SHORN .99 a.
jc R£/A m DIVE AAD "K TO
BE MAX. 50% PERAM
I I
® I I
---------------- -----------------
IIMMI
I��
III 1
Ij
NEW 51TE PLAN AIR Ca'Dmo1EO AREA
FIRST FLOOR . 2
8f.
SCALE: I/8" H'-0' WCONDITI0IED AREA . 4667.
INDEX OF DRAWINGS:
T-1. TITLE SWEET, SITE PLAN, DATA
P'N•I FLOOR PLAN, ELECTRICAL PLAN, ELEVATIONS, SECTION
PFI -3 STRUC111RAL
BUILDING CODE SUMMERY
PLORIDA RESIDENTIAL CODE 3014
NATIONAL ELECTRIC CODE 3011
SCOPE OF THE WOW:
CONSTRUCT A 415 SP, FOOL HOUSE ON THE On OF A
PERMITTED RESIDENCE
MOCI ES TIE DRIVEWAY AND WALK TO BE MN OF 50%
FERAM
1
/a U
� N m
m
DATE OF
TSSUE
5•z -rt
DRAWN BY:
FIGP
SF1EE1' NO.
PooG ualse
T-1
® 15006
47* 't�1000*
No well points
port o let and silt
barrier maintained
by building
contractor
right of way repaired
as needed
arriers per FBC2014 window and
oor alarms and window door
larms
Pool beam levation even with
existing patio pool beam is 8"-9"
120V white light IC40 with easy
touch Intel iflo VS pump access
on left side of house no pregrade
and house s under construction
Nmaintain m nimum setbacks
Material storage
Parking in
front of house
RD GRAY
334-5421
( t)NIL i10,N11 10 I'r\RAD;�L.
Owner: Forsyth State:
Address: 35 10th st Zip:
City: Atlantic Beach
Phone:
Phone:
3
26'
5f Eft
Light
SIZE: 14x26
SQFT: 380 sft
DEPTH: 3.5- 6
PERIMETER: 90 Ift
arriers per FBC2014 window and
oor alarms and window door
larms
Pool beam levation even with
existing patio pool beam is 8"-9"
120V white light IC40 with easy
touch Intel iflo VS pump access
on left side of house no pregrade
and house s under construction
Nmaintain m nimum setbacks
Material storage
Parking in
front of house
RD GRAY
334-5421
( t)NIL i10,N11 10 I'r\RAD;�L.
Owner: Forsyth State:
Address: 35 10th st Zip:
City: Atlantic Beach
Phone:
Phone:
POOL SPECS
SIZE: 14x26
SQFT: 380 sft
DEPTH: 3.5- 6
PERIMETER: 90 Ift
EST TOTAL GALLONS:
SKIMMERS: 1
RETURNS: 3
INTERIOR MATERIAL:
SPECIAL:
TILE:
NOTES:
SPA SPECS
SUE:
SQFT:
DEPTH:
PERIMETER:
EST TOTAL GALLONS:
SPILLWAY:
RAISED HEIGHT:
SKIMMERS:
RETURNS:
TILE:
INTERIOR MATERIAL:
SPECIAL:
NOTES:
PLUMBING
RETURNS: 3
SKIMMERS: 1
POOL MAIN DRAINS: 2
SPA MAIN DRAINS:
CLEANING SYSTEM: suction
HEADS:
VAC LINES:
ROBOT VAC:
WATER FEATURES:
SPA SPILLWAY:
LIGHTS IN POOL:
LIGHTS IN SPA:
TOTAL PIPE:
SPECIAL:
NOTES:
DECK
DECK TYPE: Brick pavers
ELEVATION:
TOTAL DECK SQFT: 500 sft
PERIMETER:
RAISED BEAM:
LIP STYLE:
MATERIAL 1:
MATERIAL 2:
SPECIAL:
NOTES:
EQUIPMENT
POOL PUMP:. Intelliflo VS3050
2ND PUMP:
FILTRATION: Cartridge
FILTER SIZE: RP 150
HEATER:
INLINE:
TIMER: Easy Touch 4 Function
GAS:
SPECIAL: IC 40
NOTES:
1
2
zb'
"
3.5ft 6ft
Light
Zip:
u
Barriers per FBC2014 window and
door alarms and window door
alarms
Pool beam elevation even with
existing pa Jo pool beam is 8"-9"
120V white light IC40 with easy
touch Intel iflo VS pump access
on left side of house no pregrade
and house s under construction
Nmaintain minimum setbacks
RD GRAY
334-5421
Owner: Forsyth
State:
Address: 35 10th st
Zip:
City: Atlantic Beach
Phone:
Phone:
POOL SPECS
SIZE: 14x26
SQFT: 380 sft
DEPTH: 3.5- 6
PERIMETER: 90 Ift
EST TOTAL GALLONS:
SKIMMERS: 1
RETURNS: 3
INTERIOR MATERIAL:
SPECIAL:
TILE:
NOTES:
SPA SPECS
SIZE:
SQFT:
DEPTH:
PERIMETER:
EST TOTAL GALLONS:
SPILLWAY:
RAISED HEIGHT:
SKIMMERS:
RETURNS:
TILE:
INTERIOR MATERIAL:
SPECIAL:
NOTES:
PLUMBING
RETURNS: 3
SKIMMERS: 1
POOL MAIN DRAINS: 2
SPA MAIN DRAINS:
CLEANING SYSTEM: suction
HEADS:
VAC LINES:
ROBOT VAC:
WATER FEATURES:
SPA SPILLWAY:
LIGHTS IN POOL:
LIGHTS IN SPA:
TOTAL PIPE:
SPECIAL:
NOTES:
DECK
DECK TYPE: Brick pavers
ELEVATION:
TOTAL DECK SQFT: 500 sft
PERIMETER:
RAISED BEAM:
LIP STYLE:
MATERIAL 1:
MATERIAL 2:
SPECIAL:
NOTES:
EQUIPMENT
POOL PUMP: Intelliflo VS3050
2ND PUMP:
FILTRATION: Cartridge
FILTER SIZE: RP 150
HEATER:
INLINE:
TIMER: Easy Touch 4 Function
GAS:
SPECIAL: IC 40
NOTES:
0
7 f FLOW THRV SPA
NO SKDMAM
'n'KCAL 0
sKawrit,
REAR, TC
t ASCUTOP
I
OPTIONAL 12V LICINT
WNRANS, X' BRASS
OR PVC (SEE NOTES)
NO LIMITATIONS TO
SHAPE EXCEPT FOR
DIVING
ENTRY, ---
SWII&OUTORL&DOM
RgQvgtw(QMCv) 0
EE NOt ES)
WHEREDEPTHOVER
5, DEEP (WE NOM)
can nert"nt
N.T.S.
2'.9" No. EXCEPT FOR so NSPISRE:-
HANDHOLDS
-------- ----- -- --------
WAM-1
LINE
EXC"qVW, RM AM
n,OATSLESSWffALLEDT r Nfm
in" _
*e wus
rra
nnlw�_
03
urn B0
ib
POOL FINISH
PER CONTRACT
S' X S' FOOTING BEAM &'r BAR
W42)038APS OPTIONAL
OR (1) #5 BAR FINISH w
MARCITE OR
6 EXPOSED
6" Mie. WALL & FLOOR THICKNESS. 3-W psi (MIN.) CONC. #3 BARS ON AGGREGATE
12" CENTERS EITHER WAY, TIE ALT. INTERSECTIONS 15* MIN. OVERLAP,
2" MIN.COVERAGE ON STEEL W)CONC. TO ASTM A 15, A16. ASTM A30-5
Structural subject to suftable soil conditions.
POOL/SPA, DECK, BEAM, WALL, FLOOR
N.T.S.
STMOPTIONAL
D
?MAtNDRAINRSWIRS
CIRCULATION (=TAIdM! Lp1Nt()"0%pJSEIEN
LINE
LiGHTINO & RONOINO
POOL
> NO LIMITATIONS ON 0
rwhzm► Mgf
L
SAMPLE ONLY. EACE
BE BASED ON A
Determate, System Flow Rate:
Minimum Flow Rae Required: 35Vm per *kmw (RequirOt I
Pool Volunw. sq, ft x_4__ ave depth x
Turnover Tim in Hours: _6_-- hours; x 60 min/hr
Flow Rite: _JIM_ 4:01tom / JW_ minutes
pmumamb0mm
In SU00 nma,
lid, 35 OPM 65 GPM
2. 60 105
2A 90 147
3 13$ 2"
4' 235 396
FOR POOLS W" VOLUME -I&WO GALS.
PUMP' STAAM ftWM OR HAYWARD SUPM1
X HP 42 GPM 60 TURN
TURNOVER RATE - 6 HOURS - 360 MINS.
PILIU: STARITS PT04 50.30 GPM OR
HAYWARD C75 1. 15 GPM CAPACnT
MAIN DRAIN; HAYWAROW610M
CLEANER: HAYWARD VAC LOC
MAIN SUMON PIPE SM -r
-
SKIMMER SUCTION PIPE SIM --r.
CLr,ANMVAC PIPE SIZE _t
I In
RETURN SUCTION PIPE jJ__
RESIDENCE
Ell
WNW
111"Ibim
FLORIDA BUILDING CODE R4501
SPEC, IAL SPA REQUIREMENTS:
THE POOL CONTRACTOR IS RESPONSIBLE FOP,
-MAXIMUM WATER DEPTH V, MAXIMUM SEAT DEPTH
FURNISHING ALL DETAIL DESIGN REQUIREMENTS
FOR EACH MVIDUAL POOL IN ACCORDANCE WITH
-FLOOR SLOPE
THE FLORIDA BUILDING CODE, ANDALL
STEPS: MN. 10"X 1r, 7"WK RISK 12"MAX
ECO
CONSTRUCTION SHALL WET ALL APPLICABLE
RISEMA EXC THE TTOM STEP MAY BE 14"IF IT IS
BO
CODES INCLUDING PLUMBNG. ELECTRICAL AND
T WE SEAT, DITA TE TREADS AND RI SERS TO
GAS, PIPING SHALL BE SCH. 40 PVC, NSFPW, MAX.
BE SPA IS OPERATED
PRESSURE VELOCITY to FPS, SUCTION 6 FPS.
T jielFIT
IM T, , SHALL HAVE A ONE HOUR
yff
F
THE POOL PLAN SHALL SHOW THE DESIGN
TURNVW CONTINUOUS A SIX HOUR TURMVER.
PLUMBING AS PER TREW14PLE WITH THE
INFOPMATIONREQUIREDSHOWN MAINDRAIN
-MAXIMUM UWERATURE 104 DEGREES,
ANS&W ARTICLE XVII, SAFETY
PLUMBING SHALL BFTWO DRAMS SEPARATED BY 3'
-MEET
MTRTq..AFETY SIGNS.
WITH APPROVED ANSVASME At 12.19A."(19 COVERS. AS
-PRESSURE PIPING AT 35 PSI FOP, 15 MINUTES OR
SAMPLE ONLY. EACE
BE BASED ON A
Determate, System Flow Rate:
Minimum Flow Rae Required: 35Vm per *kmw (RequirOt I
Pool Volunw. sq, ft x_4__ ave depth x
Turnover Tim in Hours: _6_-- hours; x 60 min/hr
Flow Rite: _JIM_ 4:01tom / JW_ minutes
pmumamb0mm
In SU00 nma,
lid, 35 OPM 65 GPM
2. 60 105
2A 90 147
3 13$ 2"
4' 235 396
FOR POOLS W" VOLUME -I&WO GALS.
PUMP' STAAM ftWM OR HAYWARD SUPM1
X HP 42 GPM 60 TURN
TURNOVER RATE - 6 HOURS - 360 MINS.
PILIU: STARITS PT04 50.30 GPM OR
HAYWARD C75 1. 15 GPM CAPACnT
MAIN DRAIN; HAYWAROW610M
CLEANER: HAYWARD VAC LOC
MAIN SUMON PIPE SM -r
-
SKIMMER SUCTION PIPE SIM --r.
CLr,ANMVAC PIPE SIZE _t
I In
RETURN SUCTION PIPE jJ__
RESIDENCE
Ell
WNW
111"Ibim