HomeMy WebLinkAboutSPECIFICATIONSSAFETY BARRIER:
PROVIDE 48" HIGH MIN. FENCE PER LOCAL
CODE W/ SELF -CLOSING, SELF -LATCHING
GATES AND APPROVED 48" HIGH BABY
BARRIER FENCE
SAFETY BARRIER PER FRC 4501.17-4501.17.1.15 &
ASTM5034-95, ASTM D3787-89, ASTM 653-96
R4501.17.1 THRU R4501.17.3
POOL BARRIER PER FRC 4501.17-41.1.17.3 AND
ANSI/NSPI-5-1995
e
DO
MUST HOLD 35 PSI FOR AT
LEAST 30 MIN 1:)
SCHEMATIC
(NO SCALE)
FILTER
RETURN
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40 ft.
3 ft.
SCORED PATTERN
2X2 HORIZONTAL
----------- --------- n — -------------------------------------
I
OVERPOUR COPING � 2" SCH 40 - —Q
SKIMMER
(2) S" DIA. MAIN DRAINS
TIED TOGETHER -36" APART
(DRAINS TO BE COMPLIANT W/
ASMEIANSI A112.19.8-2010
145 GPM @ 2.8 FPS
THRU EACH GRATE
5F�11 2.5" SCH 40
3'-6"
DEEP DEEP
3" SCH 40
TILE STEP EDGES
12"
12' LIGHT
18" \ 1111/
LIGHT
18"
SKIMMER
2" SCH 40 1" SCH 40 Vac 1" SCH 40 U 2" SCH 40 1
FLO-KRETE 1
2" SCH 40 1
--—————————— — — — ———-----`------------------1
2" SCH 40
3 ft.
EQU_IPOTENTIAL BONDING GRID
PER N.E.C. 2014 SEC. 680.26
(WHERE ADOPTED)
ELECTRICAL DIAGRAM AND_
GFI OUTLET PER 2014 NEC
(NO SCALE)
TO MAIN SERVICE PANEL IN
COVERED PATIO TOPPING BY
OTHERS FILE COPY
NOTE: POOL PUMP MOTOR LOCATED ABOVE
GRADE. PROVIDE SEPARATE CIRCUIT FOR
PUMP MOTOR(S)AND HEATERS) ETC
RAIN TIGHT OUTDOOR NOTE INSTALL 125V 15
ELECTRICAL PANEL AMP WEATHERPROOF
(SIZED PER LOAD) DUPLEX RECEPTACLE Al
G.F.I LEAST 10' AWAY AND
OUTLET NOT MORE THAN 20'
FROM THE INSIDE WALL
TDOOR TIME
C CK
"NOTES:
4" MIN.
UNDERWATER
LIGHT
SP 10-22 WALL FITTING
INSIDE PIPE
POOL
COPING
SAVI NICHELESS
LED LIGHT
NO NICHE 1" LIGHT
CONDUIT
UNDERWATER
LIGHT DETAIL
1.5" SCH 40 PVC (NO SCALE)
SLEEVE
_ WRAP POOL WITH
SAFETY BARRIER__
BABY FENCE.
SAFETY BARRIER NO
CLOSER THAN 20" FROM
WATERLINE
ST. LUCIE COUNTY BUILDING DI ON
REVIEWED FOR COMPLIANCE
REVIEWED Y
DATE
PLANS AND P R IT MUST BE KEPT ) B
SITE OR NO TNSPECTION(S) WILL MADE
I, —
ENGINEER SHALL BE NOTIFIED IF SOIL BEARING LESS
THAN 2500 P.S.F., OR MUCK, SILT OR LOOSE, SOFT SOIL
IS FOUND. A SOIL BEARING CAPACITY OF 2,500 P.S.F. IS
ASSUMED FOR THIS DESGN.
OVERpoUR
BEND INTO DECK 1/4" PER FT. SLOPE
NOTE: REMOVE GRATE 8
(OR CAP TILE.
@ 48" O.C. MAX. --��
WELL POINT PLUG FROM MAIN
WHERE
DRAINS ATTACH PUMP
pppLICABLE
EAUXMPTYING
LINE WHEN EMPTYING POOL
6"X6" TILE
4" SLAB
INTERIOR
2500 FIBE
GRATE SHALL
FINISH
TYPICAL WALL
BE SECURED IN
PLACE SO
THAT TOOLS
ARE REQUIRED
FOR REMOVAL
PLUG
GRAVELBED
CONCEALED FASTENERS OR ATTACHMENTS
ARE THE RESPONSIBILITYOF THE CONTRACTOR OR RECORD
4 12" TYP. SECTION 8E
WALL
WELL POINT
(NO SCALE)
STEEL-TEX FORM
6" TYP. R KRAFT WALL
FLOOR
#3 @ 12" O.C.B.W.
NOTE: FOR DEPTHS
HEATER THAN V ADD 1-
#3 COVE BAR @ 6" O.C.
TO PUMP IN
FILE COPY
FEQ
EQUIPMENT PAD
PER FBC
4501.22(9.2)
POOL
EQUIPMENT
ANCHORED
PER
FLORIDA
BUILDING
CODE 2014
a
R4501.22
WE HAVE REVIEWED THE POOL/SPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
• APPROVED WITH THE 2017
FLORIDA BUILDING CODE FOR
RESIDENTIAL 6t" ED.
SPECIFICATIONS
MAX_. WIDTH 15' MAX. LENGTH 40'
MIN. DEPTH 3'-6" MAX. DEPTH 5'-6"
SHAPE CUST ELEVATION T.B.D _
FILL FROM EXCAVATION: _VATION: STOCKPILE
TILE: INCLUDED
INTERIOR FINISH: GEM FINISH _
POOL PUMP: VS FLOPRO
—'— FILTRATION PUMP"COMPLU! PUMP MANE PER FBC 450110
LIGHTS: POOL (2) LED
FILTER: JANDY CS200 CARTRIDGE
MAIN DRAIN: POOL (2)
SKIMMER (2)
RETURNS: POOL (3)
JETS: POOL NA
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
JANDY '`AQUA -PURE" 1400 SALT -INC
HANDRAIL NA LADDER NA
HEATER: NA
VACUUM HEAD INCL POLE INCL
VACUUM HOSE INCL BRUSH INCL
LEAF SKIMMER INCL TEST KIT INCL
TREE/STUMP REMOVAL NA
REMOVE EXISITING CONCRETE NA
PUMP POOL PATIO INC
SCREEN ENCLOSURE NA
ELECTRICAL BY OTHERS — NOT INC
POOL PATIO FLO-CRETE
EXISTING PATIO BY OTERS-NOT INCLUDED
DECK DRAIN NA
GALLON CAP!o —ITY-POOL 17,952 GAL.
TURN -OVER RATE 6 hrs
TERMITE TREAT INC _BARRIER INC
MAX. WATER VELOCITY - 6 fL/s FROM TRUNK LINES_
TO 8 ft./s. SUCTION LINES, 10�s MAX RETURN LINE
SKIMMER MIS _OW 25 GPM
SURFACE AREA OF POOL — 600_SO. FT._ 110'
AERERPLNOT.:
i. SWIMMING POLL CONSTRUCTION TO CONALY WI FLA, ALSO. CODE AND WIM ALL LOCAL OFE NANCE6 AND
iNHONG AMMS.
E. SWIMMING POOL TO BEAR ON SUCH OR IIXM6NRBED SAND. ALL WALLS AND FLOORS SHALL BE DOOMS
OR OOUROD INALACE CONCRETE WI MINIMUM SABA PAT. CONCRETE (0 VI DAYS) COMPROMISE STRENUTX.
S. ENGINEER SHALL BE NOTICED IF SOIL BEARING LE%THAN 2600 P. F.. OR MUCH. RAJ OR LOOSE. SOFT SOB
IS POUND. A SOIL NESSUS CAPACITY OF ONO P.SF. HAS BEEN USED IN ME COACH.
ASENATORS INGBAP6SHALL BE NEW BILLET.OPAM.10.
6. AM POOL PIPING TO BE P.VS. SCHEDULE" MIN, AND BEAR TH E N.S.F. APPROVAL
BAS W>.. BNALL BE IN COMPLIPMCE N'"M LOCAL ORD W ANCES.
i. DRAMIN LOF POOL WATER SHALL CIXRgIM TO LOCAL ORDINANCE&SURFACE GMgND DRUM CONTAIN
WATER WUMW PROPERTY..ED PCROWN SHALL NOT PERSIST FOR RARE MAN ONE HOUR.
B. WATER SUPPLY DISPOSAL SHALL BE INSTALLED NO MAT MILAN 16 US CMAN DONNE MANI WIIX A
DOMESTIC WATER SUPPLY W OSTER WSPOSAL SYSTEM.
9.ORATE AT MAIN CRASH SHALL HAVE A FREE ANFA OF UTIE AREA OF THE SUCTION LINE
R N DAY MOUSERS SHALL HMEA MEMORABLE SOWER AI MWINDY FREE AREA OF3KME MUSOR
THE SUCTION LINE.
MRSTAGAL DEWCESMARCHNNINYOOLDATA" HEMON.LWHTGDYNECTONIM
CONFORM TO NATIONAL ELECTRICAL CODE. LATEST EDITION.
12. ALL METALLIC CONDOMS. PIPIN. SYSTEMS, REINFORCED STEEL. LIGHT MTDRES A HOUSING. METAL
PARTS OF LADDERS, RANSOMS. DBMS BOAg0.56CVPPORTS N BEBONDm TOGET1E0. A GROWIOED TO4
COMMON T.H.
W NO. BQVpNG CON_
SHALL NOT BE 6 MRLLER THAN M COPPER.
OPEN WIRE OVER POOL WATER.
IA WRTRIDGE FILTER SHALL NAME FILTRATION RATE NOT TO EXCEED 3.A.M. I SF. OF FILTER ARM. NO
SACRAVA6M REQUIRED.
16. CONNWCTOR&IALLVERIFY ALL PROVISIONS AND COO PRONS AT SM BEFORE STAROMME PROJECT.
CLWTWCIOR .1 VERIFY LOCATION OF MEC. 6ERACE BY F.PSL CUWANY.
16.6A'.ATRMNM SHALL BE GIVEN TO EASING FOUNDATION TO PREVENT UNDERBIDDING.
JOB NAME: LEONHARD
ADDRESS: 9710 RUSSOS RD.
FT. PIERCE, FL.
PERMIT NO.:
DATE DRAWN: MAY 2. 2018
DRAWN BY: F. DELROCCO
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = 1'
1 ROW OF WATERLINE
SON
�11
A �,
IV
�CONCRETE
F`g** POOLS, INC.
3'-6"
..,, E B_ .11 N� 3P-6"
R
SLOPE DOES NOT
5'-6"
EXCEED 1' IN 3' 1'
EL @ 12" O/C E.W.
\. MA E
+
WALLS
SHALL
:)OR SLOP
NOT
ZORSL PESSHALLBE
"THI
SLOPE
SONAB_LY UNIFORM AND
�6'
PLY WITH ARTICLES 5.6.1
6'
GREATER
THRU 5.6.3 CYCOLAC MAIN DRAIN
THAN 11'
20'
20'
40'
IT I_RAY REINHARD
TYPICAL SECTI.ON THRU POOL PE #
1010 FASTERR LLILOLLY LN.
(NO SCALE) . R.-..� .. F-. r.. .-. --
A A 1 OF 2
FILE COPY
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
COMPLY NECESSARYIL PPLICABLE CODES.
SC N to
BY
5'tI.IIrjAI'Plil#*
FILE COPY
ST. Lucfc C17�L.-.�V'_ Permit:MTg