HomeMy WebLinkAboutConstruction PlansDECK SQFT: 675
F0
0M_
all (ei I z 4 44"01111 Lei
FT OF OLD CHICAGO "BRICK"
SPA RAISED 12"
ABOVE DECK
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SPLIT LEVEL SPA BENCH if 1AIR SWITCH
i 8 21
i
FOOT,. PERIMETER
& PORCH FACTORY
COPING = SANDSTONE
NICHELESS SPA LED
SPA MAIN DRAIN
21"
I
i �• _ s
EDGE TILE
... .R sy
i 4 12" you
i SUNDECK e r
i o
i - UMBRELLA SLEEVE -
I ,r
BUBBLER
R
BUBBLER LINE 2"
i
31
%r
AIR SWITCH LINE
SPA RETURN LINE 2.5"
SPA MAIN DRAIN LINE 2.5"
_._._._._._.-------------
._._._._._._._._.---------
.-._.".�
SPA HYDRO LINE
1 _
RETURN LINE 2:5"
i
MAIN DRAIN
�.....o,, 7
POOL LED
r+
N_
' 411
EXISTING PAVERS
WINDOW & DOOR ALARMS BY HOMEOWNER
o�
A
TILE
I[1
VACUUM LINE 2°
SKIMMER LINE 2"
4' 1"
0
rl ^ 03'
ST. LUCIE COUNTY
BUILDING DIVISION
RRVI®Wae
FOR 00 jIANO
REVIEWED BY i
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
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WATERLINE TILE: GC-82348T1 ARTISTRY "SHEET"
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III aMM THEFLORIDA
BUILDINGOU
CONCEALED FASTENERS OR ATTACHMENT"
ARE THE RESPONSIBILITY OF THE
CONTRACTOR OF RECORD
STEP TILE: GC-82348T1 ON STEPS ARTISTRY "SHEET"
PAVERS: OLD CHICAGO ESr ra,, ALL PROPOSED4VDIs
c y A ESI l3 :Ci '\tN ('CPV ^ k NIS
COPING: SANDSTONE ' � U F s- R ✓flS IHAT
�...,.i �" � � 'fiAYtitt.�.L !�. .uL10ERT0:
"'i A L COMPLY WITH ALLAPPLICABLE CODES.
CHILD BARRIER■ALARMS BY HOMEOWNER
PLUMB WATER FEATURES FIRST
Shape:
CIRCULAR
Width:
6 FT
Depth:
3FT
Perimeter:
19FT
Square Footage: 29
Material:
Spi{Iway:
2 / 24" -
MAX WIDTH: 14' 6" MAX LENGTH: 274"
MIN DEPTH: 3' 6" TO 5'6" PERIMETER: 74' Si"
SHAPE: FREEFORM SQUARE FEET: 312 1
DIRT FROM EXCAVATION: HAUL
LEAVE NO LEAVE & SPREAD: NO
LEAVE -MOVE -THEN SPREAD NO
EXTRA FILL & COMPACTION NO
108 ENTRANCE: LEFT SIDE EMPTY LOT
6 X 6 TILE: GC-82348T1 INT FINISH: BLUE GEM _
STEP TILE: GC-8234ST1 ON STEPS "SHEET TILE"
FILTER: CLEAN & CLEAR 150 PUMP: INTELLIFLO VS3050
MOTOR H.P. 3.5 HP TIME CLOCK: IN PUMP I
3 BOX'S: 2 POOL CLEANER: GREAT WHITE
LIGHTS 1 POOL 1 SPA TRANSFORMERS 2
MAIN DRAIN: 32" CHANNEL SKIMMERS: — 1
INLETS: 4 THERAPY: N/A
SWIMOUT OR LADDER: NONE
HANDRAIL: NONE
SPA SPECS: 6 FOOT CIRCULAR RAISED 12" BRICK COPING
SPA PUMP SUPERFLO 2HP SLIDE: NONE
HEATER: ULTRATEMP 120c TANK: N/A
VAC. HEAD: N/A VAC. HOSE 1
VAC POLE: 1 BRUSH: 1
LEAF SKIMMER: i TEST KIT: 1
CHLORINATOR: IC-20 FILL LINE: NONE
OVERFLOW LINE: NONE POOL CLEANER/STUB YES
TREE REMOVAL: NONE STUMP REMOVAL: NONE
WATER & ELECTRICAL SUPPLY: RIGHT SIDE OF HOUSE
BACKWASH LINE: STD BLUE FLAT LINE
4' FENCE ENCLOSURE: PORCH FACTORY FOOTERS: NONE
ELECTRICAL HOOKUP: PAYUK ELECTRIC,RIGHT SIDE OF
PATIO: 675 SQFT BRICK PAVERS COLOR: OLD CHICAGO
COPING:
EXISTING PATIO: PAVERS TERMITE: STD SPRAY li
DEC-O-DRAIN: WHITE
PLANTERS: NONE _
CUT & CAP SPRINKLERS: CUT & CAP ONLY PBG
APPROX GALLONS: 10530
PUMP G.P.M. SEE ATTACHED
SAFETY FENCE COLOR: NONE
SOLAR BY: NONE
YES NO
6" X 6" ---X
SHEET TILE
OVERPOUR ®X_
BRICK COPING
MOSAICS
Desil
Addr
City:
Phor
Cell:
Emai
Licel
finer: ROBERT WOOD i-IAWYEY E. I� yZv i.
ass: 8886 S FEDEfes�vl®n rmeer
-3'
PORT ST LUCIE FL 349
.4Z4 St. L, :re, ,-L 340
2-3 12
e: 772-337-9713 ext 20 Fax !772j 4P 9-30
5
772-631-3948
I: robertbwood@att.net
Ise #: CPC 1458338
Nam
Addl
City:
Cell:
Ema
e: AFSHAWN TOWFIGHI
ess: 13329 NW BAYWOOD PLACE
PALM CITY FL 34990
954-445-0173
1: afshawn@gmail.com
I have reviewed and I give my approval to proceed with the construction of this project.
X
Customer Pate
J
MOTE: REMOVE GRATE & BRICK Y" PER Fi--- MIN S__LOPE
WELL POINT PLUG FROM MAIN COPING
WAN & ATTACH AUK PUMP
UNE WHEN EMPYNG POOL •r. .;; >: •'s. _o;:>;.: ":
6 x6 TILE .. m.. .. , . ...
-Pool construction complies with FBC 2014, ANSI-T ANSI-1 5 GRATE IsHALL BRICK PAVER PATIO
B SECURED IN INTERIOR
-Water Ve'oeity-Max 8ft/sec aS per FBC 2014-R4501 PLACE So FINISH. g^ TYP. wnu-3,000 Psl cuNITE IN
-Pool Barrier to comply with FBC 2014-R4501 RERE,y}LIREo
-Skimmers Comply with FBC 2014 R4501.21.1 FOR REMOVAL STEEL-TEX FORM
hv
Equipment Foundation 3'x7'conic. slab min 3.5" thick pour in place 6" TYP. FLOOR OR KRAFr WALL
Water Heatingequipment tith FBC 2014-R4501 TRENCH DRAIN 3,000 PSI .` #3 0 12' O.C.B.W.
0 comply wGUNITE .C.. NOTE FOR DEPTHS
TREADED t GREATER THAN 6' ADD • �
A t
PLUG W (1)#3 COVE BAR 06" O.C. .
GRAVEL BE TO PUMP
TYP. WALL SECTION & WELL POINT
(NO SCALE)
BRICK COPING _ DECK I ROW OF WATERLINE TILE
WHEN PROVIIDED 6°a6" TILE HEATER
SHALL BE AT 20" MAX PRESSURE' GAUGES INSTALLED ON CHLORINATOR FILTER
BELOW THE FILTER PUMP FOR FINAL INSPECTION 6°x6° TILE _F WATERLINE
..�... ..PUMP W HAIR & , „ WAUS
w - LIGHT
u 5 8 SPA BENCH 18 � MAz
WATERLINE aEs DNT srrwNER PUMA w HPNR & 51+�
. N / P
BELOW WATER LINE aNs. uni 57RANER.
G TE SHI LL : r':"' • r'•':pOpl aEN LEVEL FLOOR #3 STEEL 0.12' 0/C E.W. 6" THICK GREAIFB
BE ECURED IN �. '"'"( "+�'rDc'`�
PIACE SO r:' , r s ; HEATER a FLOOR SLOPES THAN 11
x� bk" TYP WAIL
fe' 3 THAT TO(DLS '�' //'' PAVER PATIO BY-PASS nmR nn�orw.�a<
i
.f:; A, p[ecnN,Bd IiMFNN AND
'o ARE REQUIRED r.. a L SKIk.MEa c E 5.6. COMPLY WITH ARn i
a Vacuum (in.Hg) X 1.13 . Pressure (PSI) X 2.31 FO REMOVAL 6FLOOR 'v`.x +. STEEL-TEX FORM -". _ THRU 5.63
Feet Of Head Feet Of Head " OR KRAFT WALL DaNN THE SLOPE OF THE EToOR PROM
THE SlNSW END WNL
r } x32 TOWARDS THE DEEP AREA cuw I
TRENCH DRAIN , < n ^ #3. 0 12' r O.C.B.W. goo, D�2 0AN1NEL 01WN C_1NWc UNE NOT EXCEXCEED1 FOOT IN R Error
x3 5°DP3%N spy dt<1' , n r n ,: „
NE _
Vacuum Head +Pressure Head EL t _
•
15-10 3 0
-. Total Dynamic Head GRAVEL BE TO PUMP 27'-4"
SWIMOUTS SPA WALL SECTION PIPING SCHEMATIC TYPICAL SECTION THRU POOL
(NO SCALE) TRO SCALE) (NO SCALE)
CUSTOM MOLDED PRODUCTS INC. Determine System Flow Rate: Minimum Flow Rate Required: 35 gpm per skimmer POOL
1. Calculate Pool Volume:-_-_-ft_-=x 7,48(gal/Ft) = _=-_gal PUMP
HYDRO -STATIC REUEF SINE CHANNEL c r DIVA OUR CMP 25506-32X VGB (Surface Area) (Average Depth) (Volume in gallons)
DEVICE INSTALLED IN VENT LINE NOT TO BE PER FRC4501.6 s COMPUANT 32" CHANNEL DRAIN 2. Determine Flow Rate: _ XXX' _ / al -- XXX-= XXX XXX XXX
AREASg -+--= - THAT EXCEED 1
WATER TABLE IN SHE ' FURTHER THAN 40 FT COMPUFNT w/10721 of THE - (Volume) (Turnover Minutes) (Pool Flow Rate) (Feature Flow Rate) (System Flow Rate)
WATER LL FROM POOL 25' MAX 1 2014 FLORIDA BUILDING CODE Determine Pipe Sizes:
TO JET - WET LENGTH TO FILTER Trunk Piping to be_ L5 _inch to keep velocity 0 8 fps max. at_ 117_ m Maximum System Flow Rate.
^+A ' LISTED TO ASME/ANSI A112198 P 9 P Y P 9P Y
TRENCH DRAIN PUMP PUMP y_ Return Piping to be 2.5 inch to keep velocity 8 fps max. at 117 gpm Maximum System Flow Rate.
--N-'-, • - ---- To AIR '' ,-,. To aR -,^ 2 Main Drain Cover(_- SEE ABfN�E-_-_) System Flow, _Rate must not exceed approved cover- flow rate.
...,...,e._ .
... VENT A :t °.: ., . 1 HAN AND SUMP
:r?•#32.,CHANNEL �•.4' VENT ( 25506-320-oaD (Make and Model) See Engineering Page for Drain Configuration
IN r `r C'. *THREE 2" SOCKET x 2.5' SPIGOT PORTS 2.5" SPA
1.5" VENT mERA *DEBRIS GUARD mctuoeo Pump Model PENTAIR INTELLIFLO VS3050 H.P. 3
�.'.,.. >J ... *36.79in? OPEN. AREA Total H.P: H.P.xservlCefedw. lH or rains mudbe2a
.5" POD �' •, . A •' *lAMPO LISTED FLOW RATES P peed available speed
*WHITE PVC BODY Filer Make PENTAIR C&C $in 150
2.5" SPA ) *COVER GOES OVER BODY TO GIVE FINISHED LOOK TO PUM Filar min. III bOW on 0hr.tumiWfl0Wre0 pad gat/980 min. =Flow Rds
OMde G.P.M. by CeMtbe = 375w8and -15 ar D.E. = 2
The maximum flow rating for this suction 0tengwith the center port plugged and outer ports Time Controller make ON PUMP Model ------
MAIN DRAIN : open is 308 GPM (floor) and 212 GPM (wall) when using 2.5" plumbing and 268 GPM (floor) Gammb mustoperde a minimum of two speeds.
and 192 GPM (wall) when using 2" plumbing. The maximum Row rating for this suction l POOL DETAIL SPA DETAIL fitting with the outer ports plugged and the center port open is 200 GPM (floor) and 163 GPM The hi hers overridebrotto emend one nomld aa24 hrs whidtwWxbeas
(NO SCALE) MO SCALE) (wall) when using 2.5 plumbing and 184 GPM (Floor) and 176 GPM (wall) when using 2" plumbing.
OUTSIDE ANGLE OF REPOSE T EsT LAN AND ALL PROPOSED WORK
NS
6' AND FURTHER - 4' THICK WALLS W/#3 REBAR 012' D.C. EACH WAY L'TE 511E_D 1 v IF ANY INSPECTOCORRECTIRS
THAT
3' TO 6' - 6" THICK WALLS W/#3 REBAR 012' O.C. EACH WAY fAALr y IE N r r. R f6.i-S RDER TO
THAT
0' TO 3' - 8' THICK WALLS W/#3 REBAR 012" O.C. EACH WAY CO BE NECESSARY IN APPLICABLE
COMPLY WIT H A6L. ta13PNCABLE CODES.
I 9 fit.
Pipe Size
6 fps
Elfps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 o2m 0.10,
2,5'-
88 pm 0,05'
1117 gpm 0.09
3'
136 gpm 0,04'
18 gpm , 7'
4'
.234 gpm 0,03'
313 gpm 0.05'
6'
534 gpm 0.02'
712 gpm 0.03'
6 ft.t
'T Ali(+li
Determine Pipe Sizes: SPA JETS ONLY
s:' TAW
Trunk Piping to be_ 2.5 inch to keep velocity 0 8 fps max. at_ 1117 gpm Maximum System Flow Rate.
I
Return Piping to 2.5 '
be n 117 _� I ch to keep velocity 0
_ 8 fps max. at P 9 -� m Maximum System Flow P Rafe.
Y P 9P Y
Main Drain Cover(____SEE ABOVE__) System Flow Rate must not exceed approved cover flow rate.
(Make and Model) .See Engineering Page for Drain Configuration
�5
Pump Model PENTAIR SUPERFLO H.P. 2
"
CONCEALED FASTENERSOR AT t< ,a ;
ToWH.P: H.Pxsw4mfacmr.t H4.wm mmudbo2speadorxmiM loopeed
pF
I
Fitter Make N/A Sim ---
REPOSE OF
'*IXSHORING ISN INSTALLED AO THE LT IXCAVA710TV PNOIS ASHOR C SHOULDOWABLE BEARE
L
THE RESPONSiEIi I1 "IF HE
Filter min sma Lamed on qlr. tumoverflowr ft pool gd 1380mh=Rmv pale
, F� SUFFICIENT TO SECURE SOILS FROM EROSION OR SETTLEMENT
' * NO UNDERMINING OCCURS OR ENGINEER APPROVED IF ANY DOES
e m
CONTRACTOR Or S..,x'';v
Owes G.P.M. by Cartridge-.B75w Sand -15 w D.E.=2
Time Controller makeN /A Model - - - - - -
COMPACBON TEST OF THEW. BACKBLLED MATFRARE PROVIDED
PRIOR TO THE POURING OF THE PATIO
Cmmobmudoperdeaminhnumdtwospeeds.
TheNghwspwdmeffdeisnottoexcWommndcVclom24hrs,wftwwbkm
POOL PATIO _
MISC. NOTES WATER LEVEL " ys . •' ..
1. ALL STEPS AND SWIMOUT BENCH EDGES •`w x"� > •1r'.. :::.`:Y'1
WILL HAVE 2x6 CAPTLE BORDER OF OPPOSITE
COLOR OF GEM FINISH FOR VISIBILITY
2. HANDHOLD TO BE INSTALLED ARE WHERE 12 VAC FROM
DECK RAISED +6' ABOVE POOL
POWER SUPPLYaq - m
Pipe Size
6 fps
8fps
1'
16 gpm 0.14'
21 gpm 0.23'
1.5'
37 gpm 0.08'
50 gpm 0.14'
2'
62 gpm 0.06'
82 gem 0.10,
2.5'
88 gpm 0.05'
17 gpm 0.09
3'
136 gpm 0.04'
181 gpm 7'
4'
234 gpm 0,03'
313 gpm 0.05'.
6'
534 gpm 0,02'
712 gpm 0,03'
10 MIN En tj _ 1`s+ I��1 .,
4• UNDERWATERI' PVC
} y
* a• y LIGHT
{ i+: CONDUIT end °m 'a.a aw#'. J4u 1
DPSIGNEDFOR: ENOINEER:HARVEYE.xaEBP]EN
N PDO FINISH' PROFESSIONAL ENGENEPRPE-32831
a ? ' .STEP DETAILS •'Y11 Cr. - 7205ELYSECIRCLE
1. s, SCHEDULE 40 PVC SLEEVE POOLSBYGREG PORT STLUCIE,FL34952
TREAD Is MIN of R ANE PENTAIR GLOBRITE-S [dWW 2
2. BEER NOT GREATER THAN 12' IXCefi IF •Ff. TER EEr�+�/�t7t7�E.Lr L7,7/�❑ (77 }g69"3 $fax
MORE THAN (3) TREADS ARE USED AMP 30 70 -j NO BONDING TO17 P1Ui1l 1lP.JIDiSLYI.D
3. ALL STEPS DOBE SOLID GONOE 4000 P.S.I. "'r OR GROUND
FUSION -FUSION POOL PROD REQUIRED 13329 NW BAYWOOD PLACE
MODEL ca/u PALM CITY, FL
STEPS NICHLESS UNDERWATER LIGHT DETAIL Ilk
(NO SCALE) (u0 SCALE) 11/10/15
: