HomeMy WebLinkAboutConstruction Plansrl4 TRF 9n17 FI-ORIDA BUILDING CODE
1
VE HAVE REVIEWED THE POULISPA PLAN
IND APPROVE ALL ELEVATIONS, DEPTHS,
IND DIMENSIONS TO BE CORRECT UNLES
)THER WISE NOTED ON PLAN.
- -
FILTRATION PUMP
FHPM .75
---FHPM
yi
F1iPM 2.0
2.�tk'
(qW Speetl
FHPM 1.5
N:
FHPM 1.0
N
PM 10
x$
FHPM1., S
W 20 30 40 50
W 70 00 W 1W 110 120 130 1N1 IN 1W
170 1W IN 200 210 220 230 240 250
i FLOW GPM -
-
c
0
D
1
i
E EQUIPMENT LAYOUT
LEGEND M.T.S.
4
1. 2.5" POOL SUCTION LINE
2 1 %" VAC LINE '!
3. 2' SKIMMER LINE -
4. 2" RETURN LINE TO FIRST TEE
A. JANDY 1.0 FHPM VARIABLE SPEED WIAPPR H 110,W
STRAINER
B. 1.5" TO WASTE OR TO GROUND
C. CARTRIDGE FILTER W/PRESSURE GAUGE AND AIR RELIEF
VALVE
D. VALVES (TYP) _
E. JANDY "TRU CLEAR" SALT SYSTEM
(2) MAIN
MIN. T AI
WASTE,
MME!
1 iL 6 25 ft. 1 it #n.
41 ft.
M
r� I
2•' SKIMMER
15" I
9 ft. 28 ft. 66H DEEP 4
c
3'6" DEEP to c 3.
M r 2.6" -
r TILED STEPItbi3ES
VAC
I SUNSH LF TILED BENCH EDGE
x _ COLOR LED LIGHT
7ft: _ 13 R.6 in. R 6ft. 1ft. 5 '...
CONCRETE FLOCRETE WITH OVERPOUR COPING m 1 5
DECO DRAIN iA
POOL BARRIER PER FRC 4501.17-41.1.17.3 AND
Ir ANSI/NSPI 15-1995
1 ! FLO-CRETE COVERED SAFETY BARRIER PER FRC 4501.17- P
LANAI AREA 4501.17.1.15 & ASTM5034-95, ASTM
D3787-89, ASTM 653-96
I*LOCATION OF GFI
RECEPTACLE
TO BE DETERMINED IN
FIELD PER NEC 680
BURIED POWER LINES
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20"
MAX. BELOW THE
APPROVED WITH FBC W14 WATERLINE
20max.
18�
N.T.S.
1,,�,
N.T.S.
HOLD 35 PSI FOR AT
9LKTIUCAL DIAGRAM AND GFl
NOTE: POOL PUMP MTOR LOCATED ABOVE
GRADE. PROVIDE SPARATE CIRCUIT FOR
N��' REMOVE C'�� g
114. P
• PER SLOP
- EAST 30 MIN.
O ELl ET PER 2014 NEC
(NO SCALE)
PUMP MOTOR(SND HEATERS) ETC
WELL POINT PLUG FROM MAIN
'
DRAIN & ATTACH AUX. PUMP
. .'
RAIN TIGHTOUTDOOR NOTE: INSTALL 125V 1S
DNE WHEN EMPTYING POOL
6"X6" TILE
.', - -- m
LECTRICAL PANEL AMP WEATHERPROOF.
®
(SIZED PER LOAD) DUPLEXRECEP7AGLEAT
CONCRETE FL ETE
TO MAIN SEL IN
GdLEAST10-AWAYAND
INTERIORAPPROVEDSIZED
DECK
PERLOAoouRr
NOT MORE THAN 20'
GRATE SHALL
FINISH
TYQICAL WALL
7DOORTMnEt�K FROM THE INSIDE WALL
BE SECURED IN
-SECTION &
WIOL DGHT IN
\ OF.THE POOLPLACE
;FILTER(SiAU
CONDUIT
POM
SO
-
WELL POINMOTOR
41N
THAT TOOLSULAPCK
(NO SCALE)
BOX
ARE REQUIRED
FORDIECMO
NOTES:TOWE(1)
FOR REMOVAL
STEEL-TEX FORM
POOPANEL AND SWITCHES MUST BE AT
RKRAFTWALL
LEASTSROMTHEINSIDEWALLOFTHEPOOL
(2) ALL EECERICAL WIRING AND EQUIPMENT
#3 @ 12" O.C.B. W.
POOLD HTSWITCH� MUSTINEALLEDINACCORDANCE WITH THE
NOTE:FOR DEPTHS -
UNDERWATER EITHER INDOOR OR 2M4 MON OF THE NATIONAL ELECTRICAL
THREADS
LIGHT ouT000R
CODE
REATER THAN W ADD 1-
HAIR & LINT
APPROVED WIRING IN r•
(3) PROVE PROPER WORKING CLEARANCE
PLUG
#3 COVE BAR @ 6" O.C.
CATCHER
SCH W Pvc W1
BONDING CONDUCTOR
SPACESOR ELECTRICAL EQUIPMENT AS PER
TO PUMP—►
3ONENT OF PUMP)
Ho-26oNFPA To
GRAVEL BED
I�
!
• APPROVED WITH THE 2017 FLORIDA BUILDING CODE
FOR RESIDENTIAL 61h EDITION
SPECIFICATIONS
.WIDTH 15' MAXLENGTH 28`I
DEPTH 3.5' MAX. DEPTH 5.5'
PE CUST ELEVATION T.B.ID1
FROM EXCAVATION STOCKPILE'
GEM FINISH GEM FILTER C 2i!10
P MAKE PER FBC 4501.20
P HP- POOL (1)PLO PWA-0 HP MAX 98 GPM
MAIN DRAIN: POOL : 1 iSPA - NA
SKIMMER (1)
RETURNS: POOL 31 SPA 1�
JETS: POOL NA SPA NAB
NK NA
NA i SLIDE
LOSURE NA
ED'(5 ELECTRIC
CONl�RETE FLO-CRETE
f 10 FLO-CRETE EXISTING CONCRETE
NA
ACITY-POOL '11,470 GAL.
ACITYSPA N
LATE -- — 6 hrs
F
A. ALLEN ENGINEERING LLC, CA NO.33042,
_
LAYOUT
2367 7TH STREET, LA VERNE, CA, 91750
•
G �'1
EQ
TO THE BEST OF MY KNOWLEDGE, THESE DRAWINGS AND
SPECIFICATIONS COMPLY MINIMUM BUILDING CODES.
EQUIPMENT
:;T.
PAD
PE
RM
SALT q
_
+i n
SYSTEM POOL
....
EQUIPMENT
\'
ANCHORED PERFLORIDA
BUILDING CODE
201761H EDITION
30" MIN
WATER
•99
CLEARANCE
IN FRONT
OF
SUBPANEEL
p{Y`� //7/Z-OLD
L.✓ Aaron H. Allen PE, FL Reg. No. 86620 FL
pR JOB NAME: BRENDA TNT
REv,EW�pL pNCE ADDRESS: 4810 EDWARDS ROAD
G®n11 PERMIT NO.
clovevG1E CO DATE DRAWN: NOVEMBER 25, 2019
DRAWN BY: TRAVIS LEONARD
2� DESIGNER APPROVAL:
OP JP CUSTOMER APPROVAL:
10� SCALE: 1/4" =1'
G
CONCRETE
POOLS INC.
POOL OATIODECK 1 ROW OF WATERLINE TILE
WATERLINE _ ,
�j 3.5 a i," THICK
FROM/ R LIGHT
WA
1" LIGHT POWER STEEL @ 12" O/C E.W. 5'� HALL 1
CONDUITALL
UNDERWATER FLOOR SLOPE ��"" 6" THICK O},�C
SH�L_LFLOOR SLOPES 09 L
LIGHT DETAIL REASONABLY URLFORM.ANO R TER
COMPLYWITH ARTICLES SA H N11
(NO SCALE) THRU 6.6 3
CYCOLAC MAIN DRAI
APPROVED 25' 3'
GROUND CLAMP LHESLOPE_OF 721 FLOOR RION
7H6 S69L4QIN:EN ALL -�
TOWARDS THE DEEP AREA SHALL
CONTINUOUS BOND WIRE NOT EXCEED I FOOT IN 7 FOO I 28.
COMMON TO POOL STEEL, - 3j1
RAILS&EQUIPMENT ______ _�.______—_________ L7