HomeMy WebLinkAboutConstruction PlansDeck
Dig Pool per KSM
Soil Report
-------------------------------------------------
Texture & Paint
8"x8" footer
_,�_w/1#5 or 2 #3's bundled
Picture Frame rear only
36 ft. 5 in.
w
M
24" Retaining wall
Overflow
O Color 5' 3''
LED Deep r Deem
00 4 ft.
8 ft. 5 in.
24 ft.
Swimout
a 1_J
R Vac DeCr:
Alarm
M
Covered Patio
NOT Being touched
...
24" Retaining wall
81"'S' 11 ¢v v'}9p
hile Copy
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE CO^� N�
BOCCW�, Ili`z"
Concrete pool deck
Pool Equipment
Supermax vs pump
PCRP 150 Filter
Salt System
Color LED light
Deck Alarm
Pre -wire for future heat
8"x24" footer
w/1#5's or 2#3's bundled
Grade
Pentair Super -Max vs 105GPM
Pool Main Drain 32" Channel
Cartridge Filter PCRP 150
Trunk Pipe 2'/2' Pipe
Return Pipe 2.5" Pipe
Gallons 8,707
POW
72 If
291 sgft
aee1%iil
391 sgft
Ando Const.
772=589=5943
Holland
1836 Wildcat cove
Fort Pierce
The Sands Subdivision
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j \ 189848TH STREET
VERO BEACH, FL 32960
ENGINEERING,INC. (72ao35vero
t?�)74rs.3e» ►._
MOM BOWLES VILIAMIZAR d ASSOMATES t321)253.1518AWbounm
CONSULTWO ENOINMRNxi CA rJM (772) 468.8M Fort Pbxae
Crystal
Pools
Dean Cambron
772-567-3067x13
772-473-2353
M
'
NO DIVING BOARD AND NO DIVING IS ALLOWED ON ANY POOL LESS THAN 8 FT DEEP AND
SPECIFICALLY DESIGNED FOR DIVING. THIS POOL IS NOT DESIGNED FOR DIVING.
THE POOUSPA WILL MEET THE SAFETY FEATUREIBARRIER
- REQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTION
NOSES.
(TIP.) RAISED WALL 6 A" WATERLINE TILE
R4501.17 FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION.
1. HANDHOLDS SHALL BE PROVIDED AROUND
W/ HAND HOLDS W/ BOND BREAKER STRIP
POOL EDGE WHERE WATER DEPTH EXCEEDS
e
4 FT AND COPING IS LOCATED 12" OR MORE
ABOVE WATERLINE.
i' 31-0"
^
M
2. PROVIDE HANDHOLDS NO MORE THAN 9'
'
ABOVE WATERLINE SPACED NO GREATER
6 FT.
MIN.
(
STAR -RITE SUPERMAX VS
THAN
1 ,. J'-0 ... •,
-j5. ,(SEE
VARIABLE SPEED PUMP
P..-..,.
LAN)
m
F 24
eo
-
WALL MAX. SLOPE
--•
4•_6 SLOPE MAX
y
3 21
o m0 SPEED RPAI
3 .... 3.1 .
IB
• e
r
w 15
50
i k77ria e rP''ti"�'7�.(%^(J
AIN DRAINS
4
Z
STEP 2 xPM12--40
4
W e
JD
HANDHOLD DETAIL
LONGITUDINAL POOL SECTION DETAIL
s
Z 3
f0
0
G 0 0 0 10 20 10 40 50 80 70 Bo 90 100 110GP,M
r
0 38.' 76 114 151 189 220 265 JOJ 341 379 4181FM
US GALLONS PER MINUTE
PUMP MODEL: 343000
CMP
MODEL # 25506-32x (x = COLOR)
MAX. TOTAL RATED FLOW 308 GPM
32
SIZE. f 1/2 N.P.
RPM CURVE A CURVE 8 CURVE 32"
MAXIMUM S1'S7EM CAPACITY.• 103 GPM J450 58 36 74.
I725725 28 18 37
600 10 6 13 o o 0
- 10" 10„
2}" PIPE CONNECT TO ATER FEATURE
DESIGN FLOW
PIPE
FLOOR
NOTES
2.5"
J08 GPM
TO POOL PUMP
2'
268 GPM
I TO POOL PUMP
2.5"
200 GPM
TO WATER FEATUR
2"
184 GPM
TO WATER FEMUR
6"R
TYR
FLOW AND FRICTION LOSS PER
FOOT SCHEDULE 40 PVC PIPE
VELOCITY - FEET
PER SECOND
PIPE SIZE (in)
6 F.P.S.
8 F.P.S.
1"
16 GPM
21 GPM
1.5"
38 GPM
50 GPM
2'
63 GPM
82 GPM
2.5"
90 GPM
117 GPM
3'
138 GPM
181 GPM
4"
238 GPM
313 GPM
6"
374GPM
712 GPM
NOTES:
1 WATER VELOCITY IN SUCTION. PIPES SHALL BE MAXIMUM 8 F.P.S.
2. WATER VELOCITY IN BRANCH SUCTION PIPE SHALL BE LIMITED TO 6.
F.P.S. WHEN ONE OF A PAIR IS BLOCKED.
3. POOL PIPING SHALL BE DESIGNED NOT TO EXCEED 10 E.P.S.
MAXIMUM FLOW
POOL PIPING CHART
SAND SET PAVER DECK 2500 PSI (MIN.)
4" CONCRETE SLAB
5<I (1) #5 CONT OR- F ,^
(1) 15 CONE. OR
(2) ' BUNDLED W ` �k +-
(2)#3'S BUNDLED W#3S *--
(2 FOR FOOTERS GREATER THAN 9" IN WIDTH)
CONT. FOOTER
W
H
MAX SPAN (FT)
9"
9"
18'-0"
9"
12"
24•-O'
12"
12,
32'-O"
12"
16"
MONOLITHIC EDGE
W
H
MAX SPAN (FT)
SL4B
ONLY
20'-0'
8"
8'
30'-0"
8"
12"
34'-O"-
12"
12"
40'-0"
40„ TEE TO POOL PUMP . -.
SCREEN FOOTER DETAIL
"PUMP PERFORMANCE CURVE - FOR A CONCRETE DECK
STA-RITE SUPERMAX PUMP DET IL' MAIN DRAIN DETAIL SWIMOUT DEPTH DETAIL & A SAND SET PAVER DECK
`1 SECTION 4. TECHNICAL DATA Epp pgppE
N
a
w
w
D
Id
w
D
w
w
m
IL
0 to w.m 0 m w m w m. to Ito in Im 10 Im Im
FLOW RATE (GPM)
B. FLOW RATE TABLE
I
STAAITE
FILTER
RESIDENTIAL
MAXIMUM CARTRIDGE
FLOW RATES
COMMERCIAL
MAXIMUMCARTRIDGE
FLOW RATES
MODEL#
PRODUCT#
SQ.FT.
GPM
GPH
6HR
.8HR
GPM
GPH
6HR
8HR
PCRP 900
160351
100
100
6,000
3Q000
48,000
38
2,280
13,680
18,240
PCRP 150
160352
150
150
9,000
64,D00
72,000
58
3,360
20,160
26,880.
PCRP 200
160350
200
150
9,000
54,000
72,000
75
4,500
27,000
36,000
1) RECOMMENDED FLOW RATE FOR RESIDENTIAL IS .5 GPM PER SO. FT.
RC FLOWS MAXIMUM OF 375 GPM PER SQ FT OR FILTER AREA
POOL DEPTH
'
X" FOR ANGLE
OF REPOSE
MIN.'X"
S 3'-8"
3'-0"
3'-0"
4'-0.
3'-4"
3'-0"
4'-8"
4'-O"
4'-0"
3'-0"
5-0"
4'-4"
4'-4"
4'-0"
5•-4"
4'-8"
4'-8
5'-0"
5r 8"
5'-0'
5'-0
5 0'K4�-O*
6 -0'.
5'-4'
5'-4
5 -4'
6,'-4*
5'-8'
NA
5 -8'
6'-8"
6'-0"NA
5-0"
3'-0"
7'-0'
6'-4"
NA
RA
6 -0'
3'-6"
A
B
C
D
WALL TPE
HANDRAIL: WHEN REQUIRED
ALUMINUM OR STAINLESS
STEEL HANDRAIL INSTALL
13 CONT. 3}" TO 4" THICK AS PER, MANUFACTURER'S `
WALL TYPE FIBERMESH CONCRETE INSTRUCTIONS
6" W/ #3 0 12 0. C. E.W.
BRICK COPING
W/ EXPANSION JOINTS
6" W/ #3 0 6 0 C. E.W.
BREAKSTRIP
240 SQ. IN.
t2"
C - 7" W/ #3 0 6 O.C. E.W.
AREA MIN.
EXPAN.
D - 8" W/ #3 0 6" 0. C. E.W.
6"X6" WATERLINE TILE
1 4" PER FT. SLOPE
o JOINT
_.
WATERLINE
BULL _ NOSE TgE -. _ - --
CON7RAS71NG COLOR
-row -DECK AND -
`� D
BEARING WALL
SUP RESISTANT '
COPING
OR COLUMN
MIN. VERTICAL
OTHERS
MIN.
MIN.
x
C MPAC D FI
_
••WA RLI
>^•. a
1 1
a oI
I I -
_
/
a,
I
/
°F� v
/
STUBBED
/PAID
I •I " � I
aBEAM
45
�lbai"i�
h Y
I I -
STEEL TEX I•
KRAFTBOARD OR EQUIV.
i� iYaa
"//
,
ARS
-I
OUTSIDE I •1 I 7
:I I
2)COMME IAL RATEI AM XI
NOTE: ACTUAL SYSTEM FLOW WILL DEPEND ON PLUMBING SIZE AND OTHER SYSTEM COMPONENTS.
DEPTHS MAY VARY WITH O L
FILTER PERFORMANCE
ANGLE OF REPOSE DETAIL
TYPICAL WALL SECTION DETAIL
POOL STEPS DETAIL
NOTE: FILTER MEETS THE REQUIREMENTS OF FBCR SIXTH EDITION.
STRUCTURAL -GENERAL NOTES
(TYP) WP MANUAL 3 #12 IN
DESIGN CRITERIA AND LOADS
NOTE•
STARTER SWITCH (7YP.)
1/2" CONDUITJill
Jill
SOIL CAPACITY: 2000 PSF
ATTACH ALL SHORING MATERIAL
(1)3AIN
NEL
PUMP
GENERAL REQUIREMENTS
W/. 16D COMMON NAILS,
EXCEPT WHERE NOTED.
IN
DRAIN IN POOL
TC
MOTOR
CONNECT W INSULATED
1. THE DESIGN CONSTRUCTIONOF PROJECTO GOVERNED
"FLORIDA
PUMP
AWG COPPER OM SIDES
TLORIDAND
BY THE BUILDING CODE (FBC) ,SIXTH EDITION,
(FBC),
HEREAFTER REFERRED TO AS THE FBC, AS. ADOPTED AND
2`X4" WOOD CALL PLATE
TO SERVICE
PANEL-
ROTOR
AT FOUR POINTS POOL WALLS.
CONNECT TO
ROUND
MODIFIED BY THE AUTHORITY HAVING JURISDICTION (AHJ).
2'X4" WOOD OUTRIGGER
AIR BLOWER POOL
MOTOR
SYSTEM POOL
D
2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE
/ECK
31 3 " "
4'X /16TAPCON ON 12OC
DECK
HEAT PUMP
W/ APPROVED
CONNECTOR
THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE
IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE
DRIVE 2'k4" WOOD IN. GROUND
EXIST.
W/ ON OFF
-
T
DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH
2�(4' WOOD
STRU TURF
VAC
SPST
SWITCH
THE ENTIRE STANDARD.
TOGGLE
18 NON INSULATED AWG COPPER WIRE THAT
3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE
WP GFI 10' TO 20'
SWITCH 3 18 IN
EXTENDS 18"-24' OUT FROM 4 SIDES OF
GENERAL CHARACTERAND EXTENTOFTHE PROJECTANDARE NOT
POOL SHELL
5/8" PLYWOOD
PCRP tsD
FROM WATER
BOXES
(2) JUNCTIONTRANSFORMERS
I" CONDUIT
(2) 12V TRANSFORMERS'.
THE POOL 4"-6" MAX. UNDER DECK,
INTENDED TO SHOW ALL DETAILS OF THE WORK.
4 ALTERNATE PRODUCTS OF SIMILAR STRENGTH, NATURE AND FORM
FOR SPECIFIED ITEMS MAY BE USED.
SUPERMAX
o
CARTRIDGE
M' MIN.
_
(-
- - - - - - - - - - - -
r
VS SPEED PUMP
FILTER
5. ALL BUILDING SITES SHALL BE GRADED TO ALLOW DRAINAGE AWAY
3 #12 IN 1/2" CONDUIT
VERTICAL REINFORCEMENT
FROM THE STRUCTURE.
2x4 SUPPORT
CHOLORINATOR
b
FOR CONCRETE SHELL
6. ALL FLOOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED
POSTS STAKED
CONCRETE IMTH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
® 4'-0" O.C..MAX.
RETURNS
'a
3,000 PSI.
SHORIL� r
NG
=,�
POOL DECK
1 x NON -CORROSIVE CONDUIT
7. POOL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MUCK
DIAGRAM DETAIL
BA
IC POOL
NOTE:
(2) 12V LIGHTS W/LOW PERIMETER SURFACES AND EQUIPOTEN77AL ALL METAL PARTS OF POOL STRUCTURES MUST BE BONDED TOGETHER.
OR OTHER DELETERIOUS
MATERIAL OF ANY SIGNIFICANT AMOUNT.
VOLTAGE CUTOFF DEVICES BONDING GRID INCLUDES UNPAVED AREAS NONCONDUCTIVE STEEL CANNOT BE USED BECAUSE IT DOES NOT
---- -
AS WELL AS
POURED CONCRETE AND PAVERS. ELIMINATE VOLTAGE GRADIENTS
8. THE DESIGN ENGINEER ACCEPTS NO I ITV FOR THE
PIPING
SCHEMATIC
ELECTRICAL DIAGRAM EQUIPOTENTIAL BONDING GRID DETAIL
SAFETY OF EXISTING STRUCTURS\c��RPN�d�}���
9 ARE T
PERMIT 5 SSU DBATHERS
YOTHE A C 471AVITJI: gL E1S9 N✓///i
C R4684AN.
SF`17
US 1LS
VERO BEACH 8X,96
VERO BEACH, FL
567.3067 FAX 770-5961
POOL IS DESIGNED IN COMPLIANCE WITH THE FLORIDA
IMMBNFX.
IY°
PH. (772) 569_D03T5
(772) 778--36417
CPC 1457120
RESIDENTIAL BUILDING CODE SIXTH EDITION AND ANSIIAPSP-7.
ENGINEERING INC.
'
MOIAULTING
MELBOURCE, FL-PH(321)
g p,
CONSULTING ENGINEERING CAfi3728
ENGINEERING
REVIEWED FUG
FT. PIERCE, FL -PH (772) 4
CODE COMPLIANC'
((/i,�Db 9 2019
ST. LUCIE COUNTY
BOCG