HomeMy WebLinkAboutConstruction PlansOVERPOUR
SPA DETAIL (OR CAP TILE,
SPA WALL
WHERE
SECTION
APPLICABLE
6"X6"TILE
6"X6" TILE (NO SCALE)
2 -ANTI
SPA BENCH
F/
VORTEX GRATE
18" BELOW
SHALL BE
WATER LINEE5QQ
4" SLAB
SECUREDIN
BSI W/ FIBER M ESH
PLACE SO
41/2" TYP.
THAT TOOLS
WALL
ARE REQUIRED
FOR REMOVAL
STEEL-TEX FORM
6 N
R KRAFT WALL
FLOO
#3 @ 12" O.C.B.W.
TO PUMP —►
GRAVEL BED
POOL DETAIL
11.1 VENT LINE TO BE
TEED IN CENTER
BETWEEN DRAINS
VENT LINE NOT TO
BE FURTHER THEN
•
(2.) ANSI / ASME
c
40 FT. FROM POOL
, HYDROSTATIC RELIEF
DRAIN COVERS
25' MAX. WET LENTH
DEVICE INSTALLED lil
AREAS THAT EXCEED V
' WATER TABLE IN SHELL
TO AIR VENT
(2)
SUCTION LINES PER
—\MINIMUM
MP 3
T. SEPARATION
GRAVEL BED
Y'Y AL MAIN DRAIN 2" PVC
VENT LINES TO BE 1" MIN 2" MAX PVC
APPROVED WITH R4101.6.6.3 OF THE 2004
FLORIDA BUILDING CODE RESIDENTIAL
OUTSIDE ANGLE OF REPOSE
_Cite rn� s
-5!ks or1 s eE� aoe
£C.nLON WlL1- HAND "OLDS
ARS.
ASREQUIRED "OLDS
OR MAINTAIN 4" GRemeo, o
SURFACE
(DETERMINE IN FIELD)
REMOVE EXISTING SHED SLAB
6' AND FURTHER 4 THICK WALLS WM3 REBAR @ 12" O.C. EACH WAY
T TO 6' =6" THICK WALLS WM3 REBAR Q 6" O.C. EACH WAY
?.
OFTO 3• = 6" THICK WALLS W1#3 REBAR @ 6" O.C. EACH WAY':.
1
� 1 ; J
cw4e11
V m
ee�qd
�
tlluMai(Il0l
H14i
O
W
J
Q
EXCAVATION INT6 THE ANGLE OF REPOSE IS ALLOWABLE PROVIDED:
' SHORING IS INSTALLED AT EXCAVATION AND SHORING SHOULD BE
-
SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
,
" NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
' COMPACTION TEST OF THE BACKFILLED MARTIAL ARE PROVIDED AT C.O.
020116 M,®41NA. FC
OF THE SWIMMING POOL
MISC. NOTES
HANDRAIL BONDING DETAIL
WHERE APPLICABLE
1. ALL STEPS AND SWIMOUT BENCH EDGES PER NATIONAL ELECTRICAL I
WILL HAVE 2X6 CAPTILE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HAND HOLD TO BE INSTALLED AT ARE
WHERE DECK RAISED R6"
ABOVE POOL —
• #8 GROUND WIRE
48" MAX STEPS
WATER QEPTH
T STEP DETAIL
T •
I 1. TREAD IS MIN. OF 10" WIDE.
12" MAX. 2. RISER NOT GREATER THAN 12" EXCEPT IF MORE THAN
• c (3) TREADS ARE USED.
3. ALL STEPS TO BE SOLID GUNITE OW PSI.
N.T.S.
(NO SCALE)
° ALL PLUMBING SCH. 40
PVC. SUCTION SIDE 2"F
RETURN SIDE 1.5"
HAIR & LINT
CATCHER
VENT (COMPONENT OF PUMP)
18 ft. 1 in.
I WE HAVE REVIEWED THE POOL/SPA PLAN
AND APPROVE ALL ELEVATIONS, DEPTHS,
AND DIMENSIONS TO BE CORRECT UNLESS
OTHER WISE NOTED ON PLAN.
NOTE: POOL PUMP MOTOR LOCATED ABOVE
ELECTRICAL DIAGRAM AND GFI GRADE. PROVIDE SEPARATE CIRCUIT FOR
OUTLETPER20D2 NEC PUMP MOTOR(S)AND HEATER(S) ETC
(NO SCALE)
RAIN TIGHT OUTDOOR N TE.I STAI
LECTRICAL PANEL MP WEATHI
(SIZED PER LOAD) D_ PLEX ECE
TO MAIN SERVICE PANEL IN STD 1O' AI
APPROVED ONDUIT(SIZED G.F.I
PER LOAD) OUTLET OT ORE'
7DOOR TIMEC KF_OMT E7N;
WIRING TO POOL LIGHT IN O-- THE I
APPROVED CONDUIT
WATER
15
E
AT
PUMP
V n"'c"'YYA I CR
MOTOR
LIGHT
UL APPROVED DECK BOX
FORDIRECTCONNECTIO
NOTES:
TO WET NICHE
(1) POOL PANEL AND SWITCHES MUST BE AT
•
LEAST 6'FROM THE INSIDE WALL OF THE POOL
NICHE ENCASED
(2) ALL ELECTRICAL WIRING AND EQUIPMENT
IN GUNITE�
I
POOL LI HT SWITCH
MUST INSTALLED IN ACCORDANCE WITH THE
UNDERWATER EITHERINDOOROR
2D02 EDITION OF THE NATIONAL ELECTRICAL
LIGHT OUTDOOR
CODE
POOL FINISI
APPROVED WIRING IN I"
(3) PROVIDE PROPER WORKING CLEARANCE
SCH 40 PVC W/ #8
BONDING CONDUCTOR
SPACES FOR ELECTRICAL EQUIPMENTAS PER
HO-26 OF NFPA 70
c
OO "
SKIMMER
ft. 5' DEEP
0
SWIMOUT
/�'�� TILE BENCH
I R I EDGES
30 ft.
300 WATT LIGHT/ \ TILE STEP
T DEEP
—_ ''VAC
POOL BARRIER PER FRC 4T01T1 E,
41.1.17.3 AND ANSIINSPI-5-1995
SAFETY BARRIER PER FRC
4101.17-4101 17 1.15 & ASTM5034-
95, ASTM D37- . �t .7 �-T3A Fcl 09
4 ft. 11i
8' POLY ROOF PANELS OVER EXISTING LANAI WITH FULL MANSARD
SCREEN ROOM
FLO-KRETE EXISTING LANAI
POOL PATIO
%4
R
20 It, 1 in.
SAFETY GLAZING PER FRC 2406.3
*LOCATION OF GFI RECEPTACLE
TO BE DETERMINED IN FIELD PER NEC 680 N
SWIMOUTS
WHEN PROVIDED
SHALL BE AT 20" MAX.
BELOW THE THESEP
WATERLINE ARESUBJECT rN D ALL PROP
REQUIRED BY FIELD ANY
ECTEOCpTSIO S
201,mx. MAY BE NECESSARY INORD
8„� COMPLY WITH ALLAPPLORDER To
'CABLE ODES,
N.T.S.
1" LIGHT POWER
CONDUIT SUPPLY
UNDERWATER
LI HT NICHE LIGHT DETAIL
r (NO SCALE)
APPROVED
GROUND CLAMP
CONTINUOUS BOND WIRE
COMMON TO POOL STEEL,
RAILS & EQUIPMENT
POOL MUST START 11'
FROM POWER LINE AND
Ff1�i DECK 8' FROM LINE '
c I
3 ft. "
11 ft.
I
I
FOOT_ERDET IL
(2) #3 REBAR OR
(1) #5 REBAR
8" I
D in.
NO SCALE I
FOOTER DE&L
(2) #3 REBAiC OR
- - - (1) #5 REBAkk
8„ 00
8" I
NO SCALE
ACCESS ON RIGHT
SIDE STAT CLOSE T6
TREES
EQUIPMENT VERIFY
PAD EXAdT
PER FRC LOCATN
4101.22(9.2) FIELD IT�I
SUPER S(djR
EQ PIPING �IALRAM PER
FRC 41I01.6-4101.1
12 ft. 1 in.
NOTE: REMOVE GRATE $ ' • aLVYE
(OR CAP TILE, @48"Q.(A`. MAX.
WELL POINT PLUG FROMAUX.
WHERE
LINE
NIN WHEN EMPTYING
YING PUMP APPLICABLE . • '
LINE WHEN EMPTYING POOL {..: • ..' a
6"X6" TILE '
4"SLAB
INTERIOR 2500 FIBE
GRATE SHALL FINISH TYPICAL WALL
BE SECURED IN 4 /2" TYP. SECTION &PLACE WALL WELL POINT
THAT TOOLS
S ,�\ (NO SCALE)
ARE REQUIRED
FOR REMOVAL STEEL-TEX FORM
6" TYP• R KRAFT WALL
1-14 FLOOR
THREADE NOTE: FOR DEPTHS
PLUG REATER THAN 6' ADD 1-
#3 COVE BAR @ P O.C.
GRAVEL BED TO PUMP --►
R
I
THESE PLANS HAVE BEEN REVIEWED
IN ACCORDANCE WIM THE FLORIDA
BUILDING CODE,
'`IF171FICATIOWSI
MAX. WIDTH 13' MAX. LENGTH 24 5'
MIN. DEPTH 3' MAX. DEPTH 5'
SHAPE CUST ELEVATION T.B.D
FILL FROM EXCAVATION HAUL
INTERIOR FINISH_ GEM FILTER CJ200_
PUMP MAKE PER FRC 4101.20 JANDY P.H.P.U_
PUMP HP: POOL 1.0 HP_ SPA NA_
TIMER INCL 1 H.P. 100 G.P.M_
LIGHTS POOL 1 300 WATT SPA NA
TRNFORM: POOL 1 300 WATT SPA NA
MAIN DRAIN: POOL 2 SPA NA
SKIMMER 7 TILE INCL
RETURNS: POOL 3 SPA NA
JETS: POOL NA SPA NA
VALVED VAC LINE INCL FILL LINE NA
DISCHARGE LINE TO GROUND
SALT GENERATOR_ INCL
HANDRAIL NA LADDER NA
DIVING BOARD NA SLIDE NA
HEATER NA
VACUUM HEAD INCL POLE INCIA
VACUUM HOSE INCL BRUSH INCIM
LEAF SKIMMER INCL TEST KITL, INC___
TREE / STUMP REMOVAL NA___
REMOVE EXISITING CONCRETE INC
PUMP POOL PATIO INC
SCREEN ENCLOSURE BY OTHERS
ELECTRICAL BY OWNER
POOL PATIO _ FLO-CRETE__
EXISTING PATIO FLO-CRETE
DECK DRAIN INC
GALLON CAPACITY -POOL 9,750 GAL.
GALLON CAPACITY-SPA_600 GAL.
TURN -OVER RATE 6 hrs
TERMITE TREAT INC BARRIER INC
MAX. WATER VELOCITY -10 ftF/s
SKIMMER MIN. FLOW 25 GPM
SURFACE AREA OF POOL - 260 SQ. FT.
aENB"LMTEs:
1. 6LNMMNWI R B POOL COMEMBOON NCOMPLY A. PLDO CMEAHD ARM ALL LOCAL ORRIPNCES ANTI
MRSOREWLA .
3 nNnIGPCOLIOREANDSROCK OR VNN6RR0EDNANDAMINAMS AND FLOONSMAM BE OUXE"
]R PRTECON.. WIM ..II. F.I.COHfAE1F IM n.1 C%ITR RE. SENG
NONER HALL TH ES.
XOMNNB.F tlL BI 1. MAN U" FI PSI, OR NORM.. ALOSSE 605•XL
HIFOUND A60E.BFM]MB CAPALRY OF 1bW "Ill
MA6 BEEN U6EV N ME SENIOR
A REAN.NO EARN NAM BE MEW BLLLET gNOE'R
L HAS. MPMG ro BEEVC SCHEDULE M MIN. AND EAR ME N.S.F.APPROVAL
6. BACNYIASH SHALL BE N COMISM NCE PAIN LOCAL ORNXRNCES
.n]PORA.OF POOL ENHAHSHALL CONFORM W LOCAL ORBNAXGIM SURFACE ORAWXG ARAM CONTAN
WALER WTI H PRONRI LINES PoMNMRE G SMALL NOT PERMIT FOR MOTHAN ONE MOAN.
0 WAT NHNALYd DIPONALMAMESINSTALLEDSOMATMENE BXOCRJ68CCANECTKKi WITXA
BOESTCWATERMWPLYOR WATERDISPO6RL 6Y6RM,
D. ANDOE AT MAN DN BALL IMV E RAA FRE AREA OF. ME ARER OF ME N.N MME
10. NAW dLIXT SlINP1EHG]HALLHAVEAEMOVABESCREENWIAMNNUMFl EARFAOFS%MEAMAUF
ME SA"D
ESALR
NALLVAANGAEWCE- LA SXOWNNIgOLOATA'HEREON-LIOMTCONXECMIXTO
B.FORMro CBAILELD, FMANLCWE.LATESTEDITM
OMEN
]2ALLMETALLMCL1NW115. . SAMEASIEANDS A RRCE TB SEE OMTFNTURE68ER-DISHOUSING, FANITRMED
DISHR NIANERs, xAERLL6. NVNORMALLdwEESSAME MANSM TFERL eGRouMOE➢roA
MNOHGRAE E.RMVAAA HNAR ORSXALLNUTE SMALLERMM•n CWPE0.
1>XOOVEnIFAOOEH WIEOERP00. WATER.
tA4RTIO ER].
XIILLXAVEA EFILMAl10X RAR XORTro EKEED]GP M IS F OFFLIB(gpFA. NO
SENSAM2o RLBORMACS0. VERIY ALLDIMENSIONS AND BO AT SHE BEFORE STARTGMEPROECT.
CONMACTORSHAM
SEL AHNOfMROOM
MY EPLmT
]6. BPELLL ATIEHbMSMALL RE OAAp ro FORN0 FOUN WTIXJ M PRESENT UNDERMINING.
JOB NAME: GORDON DARLENE ED
ADDRESS: 8307 KENWOOD RD.
PERMIT NO.: FT. PIERCE FL. 34951
DATE DRAWN: JANUARY 16, 2006 _
DRAWN BY: MICHAEL PFORDRESHER
DESIGNER APPROVAL:
CUSTOMER APPROVAL:
SCALE: 1/4" = V
cX
ft ; CONCRETE
POOLS, INC.
1 ROW OF WATERLINE
STEEL @ 12" O/C E.W.
20.5'
4DRAIN-4'"
:CY:COLAC MAI
)OT- 24R5'
TYPICAL SECTION THRU POOi__
(NO SCALE) _ _
4" THICK
WALLS
SHALL
NOT
SLOP!
GRR TER
THAN TT