HomeMy WebLinkAboutBuilding Plans2i
� REVISIONS BY DATE
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eREAR cr0
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ADJACENT GRADE �i I
ALUMINUM POOL PENCE
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NOTES ON SHOEF A001�IREMENT I 1 }�,I
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EXISTING
MIAMI CURB -r'"'
IN
_ Y F.F.ELEVATION
6.32'NA.V D. '"�.
-
TO REMAIN. - -
EXISTING
�':
(ENSURE ELEVATION
TRUNCATED DOMES '
F.� •
..
/ ISMIN.18'ABOVE
4` \ CROWN OF ROAD)
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EXISTING
CONCRETE
j
SIDEWALK
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LINE OF
�
Curve Table
CURVE
LENGTH
RADIUS
DELTA
CH. BEARING
CH. LENGTH
C1
110.85'
45.00'
141D08'08'
S19-40'49"E
84.87'
C2
32.03'
25.00'
73-23'53"
S14-11117"W
29.88'
- ZONING DEVELOPMENT
(PER ST. LUCIE COUNTY LDC SECTION
REGULATIONS..
7.04.00, TABLE 7-10)
ZONING
RS-4
" REQUIRE
PROPOSED.
LOT SQE
8,0IO SY -10
0 S.F.
41-16,308 S.F.
LOTCOVERAGE
(SEE C&EI TII THIS SHEET)
30%=5,50B S.I.
(MAX)
18.]1%=2,8]5 S.F.
ROADWAY FRONTAGE
30'-0"(MI
)
01'1
FRONT SETBACK
25'-0"(MI
)
25'-0"MIN.
REAR SETBACK
15441(MIN
15'5-112'MIN.
SIDE SETBACK
T-B'•(MIN
20'.2"LEFT/ 4Z4)' MIN. RIGHT
STRUCTURE HEIGHT
35'-V (MAI
)--
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Job No. 1306083
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SUPPLY
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1. BUILDING HEIGHT IS THE VERTICAL DISTANCE BE
EEN MINIMUM FINISHED GRADE AND THE
iT
i
I
I
HIGHEST FINISHED MAINROOF STRUCTUREANDTHEAVERAGE
DISTANCE BETWEEN THEEAVES
y
SPA
AND THE RIDGE OF SLOPED ROOF WITH A PITCH GREATER
THAN A 4:12 RATIO.
i
POOL
EQUIPMENT
a�i
I 25•-0„ I
ON MIN. O'HIG
EQU
CONCRET
PMENT PA\ryE��
MYZJV
FR NT SETBACK
(MAINTAIN B"MIN.
ABO
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ADJA(
ENT GRADE
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MINIMUM FLOOR ELEVATION
I
�`•v
8.50 FEET (NGVD)=5.01 FEET(NAVD)--
M
MINIMUM CROWN OF ROAD ELEVATION
-
(
5.00 FEET (NGVD)= 3.51 FEET(NAVD)
I+) 0011105 FMAAW3379
t NFLOOD
ELEVATIONtn
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THE OVERALL SUBJECT PROPERTY LIES WITHIN THE
L
FOLLOWING FLOOD HAZARD ZONES
veD -ea,a nm
,31
MIN. 48" HIE
POOL
H ALUMINUM
NCEd SELF
�.
-
PER FLOOD INSURANCE RATE MAP,
COMMUNITY PANEL NUMBER 12111C0093J, DATED: FEBRUARY
I
16. 2012:
ame
/
/
ZONEAE-BASE FLOOD ELEVATION FEET (NANO)
v Ex
LATCHING
C d
LATCH fE
ETAL GATE.
MIN. ABOVEaAECERNC
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ENTGRADE
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WATER
METER L — — — — — — — — L — — AREA CALCULATION
---- — — — — — FO
FOOTPRINTR LOT COVERAGE
2675 SF
UTILITY 2875 SF
• I 5.-0�. EASEMENT
,
SIT �I
/
93.631 E PLAN
---- LOT } LOT 201lC C
I— — - - — — — — — — — — — — — — — — — — — — — — — — .....
Yard fence to code by
others
00
ft. 0 1
rn
TILE MARKER ON WALL
c
0 0
4'10 deep
c
5 ft. o
...................................................
22 ft. 10 in.
Deck grey 4x8 herringbone
Coping grey 12x24
6x6 silver lining sil-brisk brisk blue 2411f
Gem sky blue
Grout for coping match coping (maybe dove grey)
0
Any metal within 5' of
water will need to be c
grounded and any glass
will need to be high
impact. o
Lane marker the npt blue seas sealight light blue 14 tiles
SWIM LANE every 5'
65 ft.
10" beam
-12x24 coping
3" thick
5 ft.
0 0 0 0 0 0 0 o b
00
AUTO FILL E 4' deep ct�
00 w
4x8 herringbone pattern SONAR ALARM
................... ........................... ......................................................................... 5 ft. 3'6 DEEP
17 ft. 8 in. R
Spa side remote
Covered patio 61;ft
�� .�
Existing pavers FLUSH SPA o
$ $ _
4x8 herringbone pattern
7 ft. 8 in.
Shower pad by others
0
3 ft.
-I-
10 ft. 8 in.
Make sure heater is first
A form board survey may will be needed before the shell is shot.
Since the pool is at the setback a surveyor will need to pin the corners
12 ft.
Umbrella hole
7 ft.
M
SAME DEPTH
AS TOP STEP
CRYSTAL POOLS
4680 US 1
VERO BEACH, FL 32967
567-3067
BILL TIMM
3 ft.
11 ft.
TILE MARKER ON WALL
Yard fence to code by
others
TARPON FLATS
3932 shoreside dr
code #5689 #3838
936-537-4033
MAR 0 2 2020
ST. Lucie County, Permitting
OLF o ! vp<
NO'67000
o &t
o FHB 2 0 2020
/// I I
Te�rHSTREET2
vle 20Ti
FL 3M
ENGINEERING INC. 9as (M)s00.00ss w.o
ax
MOIA BOWLES VILAMIZAR 6 ASSOCIATES l7!3)751ohW ou
rno
CONSULTMOENOINEERMW CAMS (3 2) 468 M FW1 Pkrm
(ml)188.9�$ fdrf Pkrce
AC
ICE
SS
SUN SHELF
Umbrella hole
Pool
5' 10 x 65'
3'6 to 4'10 deep
1841f 586sq ft
Initellipro vs pump
SD 80 SAND filter
Salt unit
Aqua cal 225 heat pump
Easy touch 4 w/indoor controller
and screen logic
3" inlet
3" discharge
Auto fill
3 microbrite lights
19,400 gallons
Flush spa
3" inlet
3" discharge
2 returns
32" channel drain
6 jets
Spa side remote
BLOWER
2vd5 - a poZ
REVIEWED FOR
CODE COMPLIANCE
ST.. LUCIE COUNTY
BOCCe
File COPY
THE POOUSPA WILL MEET THE SAFETY FEATUREIBARRIER
REQUIREMENTS OF CHAPTER 515 FLORIDA STATUTES AND SECTION
R4501.17 FLORIDA RESIDENTIAL BUILDING CODE SIXTH EDITION.
STAR -RITE INTELLIPRO VS
m H. VARIABLE SPEED PUMP
JO
w
f 27
a
4 24
O
W 21
W
4 16
Q 15
W
= 12
0
Q 9
0 6
F 3
0
0
90
_4
SPE
D 4
3110
RPM
70
60
50
O
PEEI
3 2150
PM
,a
30
20
fo
0
SP
i
110
RP
0 20 40 60 80 KID 120 140 160 OPA
i I I I i I I i LPA
0 76 151. 220 303 379 454 529 604
US GALLONS PER MINUTE
PUMP MODEL: P6E6VS4h-209L
SIZE: 3 H.P. RPM CURVE A CURVE B CURVE C
UVIYUM SYSTEM CAPACOY.- 146 GPM 3450 72 43 99
1725 36 21 51
450 10 5 13
PUMP PERFORMANCE CURVE -
STA-RITE INTELLIPRO PUMP DET/
SECTION 4. TECHNICAL DATA rgRp pplSypE.
N 4
a JA
0
13 J
u zs
a 2
0
m
w 1a
rc
a I
FLOW RATE (GPM)
B. FLOW RATE TABLE
HA D 1.HOLDS SHALL BE PROWDED AROUND
POOL EDGE WHERE WATER DEPTH EXCEEDS.
4 FT AND COPING IS LOCATED 12' OR MORE
ABOVE WATERLINE.
2. PROVIDE HANDHOLDS NO MORE THAN 9"
ABOVE WATERLINE SPACED NO GREATER
THAN 6 FT.
WALL MAX. SLOPE
HANDHOLD DETAIL
DESIGN FLOW
PIPE
FLOOR
NOTES
2.5"
308 GPM
TO POOL PUMP
2'
268 GPM
1 TO POOL PUMP
2.5"
200 GPM
TO WOFEATURE
2'_
_ 184: GPM
ITO WATER FEATURE
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.
(TIP.) RAISED WALL 6"x6" WATERLINE TILE
W/ HAND HOLDS W/ BOND BREAKER STRIP
3'=0"
AA IN
1 7'-0'" MAX.
—I5 (SEE PLAN)
3:1 SLOPS
1
MIN.
LONGITUDINAL POOL SECTION DETAIL
CMP
MODEL # 25506-32x (x = COLOR)
MAX. TOTAL RATED FLOW 308 GPM DECK
32t I WATER LINT
Fto 18„
—.SFAT
32"
o o
10" 10"
2}, PIPE. CONNECT TO ATER FEATURE
40" TEE TO POOL PUMP
18`, 4
6"R
TYR
FLOW AND FRICTION LOSS PER
FOOT SCHEDULE 40 PVC PIPE
VELOCITY — FEET
PER SECOND
PIPE SIZE (Ir1)
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"
374 GPM
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 F.P.S.
MAXIMUM FLOW -
POOL PIPING CHART
SAND SET PAVER. DECK 2500. PSI (MIN.)
4" CONCRETE SLAB
W-* i)f5CONT.
(2)#35 BUNDLED(1) J5 CONT OR
(2#3'S 13UNDLED
(2 FOR FOOTERS GREATER THAN 9" IN .WIDTH)
CONT. FOOTER
W
H
MAX SPAN (FT)
9"
9"
18' 0'
9'
12"
24'-0"
12"
12"
32'-0'
12"
16"
40'-0'
MONOLITHIC EDGE
W
H
MAX SPAN (FT)
SLAB
ONLY
20'-0"
B.
8'..
30'-0"
8".
12"
34'-0"
12"
12"
40'-0-
..,�` SCREEN FOOTER DETAIL
FOR A CONCRETE DECK
MIL MAIN DRAIN DETAIL SWIMOUT DEPTH DETAIL & A SAND SET PAVER DECK
SIEMENS
STA-RITE
FILTER
RESIDENTIAL
MAXIMUM CARTRIDGE
FLOW RATES
COMMERCI L
MAXIMUM CARTRIDGE
FLOW RATES
MODELp
PRODUCT#
SQ. FT.
GPM
GPH
6HR
8HR
GPM
GPH
8HR
8 HR
PCRP 100.
180351
100
IN6,000
38,000
48,000
38
2,280
13680
18,240
PCRP 150
180352
150
150
1 9,000
1 54.000
72.000
58
1 3,360
1 20160
26,880
PCRP 200
460350
200
150
1 ,000
54,000
72,00
75
4,500
1 27 00
36,000
1) RECOMMENDED FLOW RATE FOR RESIDENTIAL IS.5 GPM PER SQ. FT.
2) COMMERCIAL FLOW RATE IS A MAXIMUM OF .375 GPM PER SO, FT. OR FILTER AREA
POOL DEPTH
X' FOR ANGLE
OF REPOSE
MIN.^('
S 3'-8"
3'-0'
X-0'
4'-0-
3'-4'
X-0'
4'-4-
3,-8•
X-8"
4'-8'
4'-0"
4'-0"
3'-0'
4'-4•
4'-4'
4'-0'
4'-8"'
4'-8"
5'-0'
5'-8"
5'-0"
5'-0"
V-0"
3'-0"
6'-0"
5'-4"
5'-4"
5'-4
S.
6'-4'
5'-8'
NA
5'-8
4'-0"
6'-8"
NA
6'-0
5'-0,
X-C
"
6'-4'
NA
NA
6'-O'
X-6'
A
B
C
D
WALL TYPE
HANDRAIL: WHEN REQUIRED
ALUMINUM OR STAINLESS
STEEL HANDRAIL INSTALL
-
WALL TYPE
13 CONT. TO 4" THICK
AS PER MANUFACTURER'S
A — 6" W/ /3 0 12" O.C. E.W.
BRICK COPING
FIBERMESH CONCRETE
INSTRUC71ONS
B — 6" W/ y3 0 6" 0. C. E.W.
BREAKSTRIP
W/ EXPANSION JOINTS
240 SQ' IN.
0- W/ 13 0 6" O.C. E.W.
AREA MIN. 12
EXPAN.
D - 8" W/ #J 0 6" O.C. E.W. _
6'X6" WATERLINE TILE
1 #" =PER FT. SLOPE
o JOINT
_.
BEARING WALL
- _
WATERLINE 3i,
--_
-
BULL NOSE TILE
CONTRASTING COLOR
-
DECK AND
OR COLUMN
MIN. VERTICAL
2�—Y SHALLOW END
I DI END
JJ
/
l
�; I ♦
ANGLE OF REPOSE LIMIT
APPROVED IFINISH—,,
1�4a0
,j
�I/
a
C 1
hoc,.<<..
a� . `uhF.�7�
••
• ^ I
• M ::�'
♦ L,
J . .♦ .
OUTSIDE ANGLE OF REPOSE1N
USIR
DEP
S MAY
RY
POOL
NOTE:
ACTUAL
FILTERWILL OPMAEERPLUMBING
FOSIZE
RAND
SYSTEM
CENENTL ANGLE OF REPOSE .DETAIL TYPICAL WALL SECTION DETAIL POOL THSTEAH PS: DETAIL..
NOTE: FILTER MEETS THE REQUIREMENTS OF FBCR SIXTH EDITION, POOL 0CHECK VALVE STRUCTURAL -GENERAL NOTES
JNLETS 3-WAY 0 2-WAY VALVE (7YP) WP MANUAL 3 112 IN
DESIGN CRITERIA AND LOADS
NOTE: : VALVE STARTER SWITCH (TYR) 1/2"CONDUIT SOIL CAPACITY: 2000 PEP
ATTACH ALL SHORING MATERIAL
W/. 16D COMMON NAILS, PUMP GENERAL REQUIREMENTS
EXCEPT WHERE NOTED. TC MOTOR CONNECT W/,f8 INSULATED 1. THE DESIGN AND CONSTRUCTION OF THIS PROJECT IS GOVERNED
PUMP AWG COPPER FROM SIDES BY THE "FLORIDA BUILDING CODE (FBC)", SIXTH EDITION,
MOTOR AT FOUR POINTS POOL WALLS. HEREAFTER REFERRED TO AS THE FBC, AS ADOPTED AND
2X4" W000 GALL PLATE TO SERVICE MODIFIED BY THE AUTHORITY HAVING JURISDICTION(AHJ)
PANEL AIR BLOWER CONNECT TO ROUND
2X4" WOOD OUTRIGGER POOL SYSTEM POOL DECK 2. WHERE OTHER STANDARDS ARE NOTED IN THE DRAWINGS, USE
31/4 X 3/i6" TAPCON ON 12" OC MOTOR DECK THE LATEST EDITION OF THE STANDARD UNLESS A SPECIFIC DATE
PRESSURE GAUGE AND W/ APPROVED CONNECTOR IS INDICATED. REFERENCE TO A SPECIFIC SECTION IN A CODE
DRIVE 2X4" WOOD IN GROUND AIR RELIEF VALVE HEAT PUMP
" " EXIST. W ON OFF DOES NOT RELIEVE THE CONTRACTOR FROM COMPLIANCE WITH
2 X4 WOOD
'. WASTE RETAIN ON SITE
STRU TURE STA RITE PCRP 150 SPST SWITCH � THE ENTIRE STANDARD,
CARTRIDGE FILTER TOGOLE 18 NON INSULATED AWG COPPER WIRE THAT 3. THE STRUCTURAL DRAWINGS ARE INTENDED TO SHOW THE
POOL SHELL JETS WP GFl 10'. TO 20' SWITCH 3 1�8 IN EXTENDS 18"-24" OUT FROM 4 SIDES OF GENERAL CHARACTER AND EXTENT OF THE PROJECT AND ARE NOT
FROM WATER 1 " CONDUIT INTENDED TO SHOW ALL DETAILS OF THE WORK.
SKIMMER INTELLIPRO VS PUMP THE POOL 4"-6" MAX. UNDER DECK.
5/8" PLYWOOD (2) JUNCTION BOXES (2) 12V TRANSFORMERS 4. ALTERNATE PROTECTS OF SIMILAR STRENGTH, NATURE AND FORM
W(HAIR AND LINT 4e• um. — — — — — — —. — — — — _ — ^ — FOR SPECIFIED ITEMS MAY BE USED.
_ (1) 32" CHANNEL \TRAINER P6E6VS4H-2T9L
I $ 5. ALL BUILDING SITES SHALL BE GRADED TO ALLOW DRAINAGE AWAY
2x4 SUPPORT DRAIN IN POOL : \ 9 3 #12 IN 1/2" CONDUIT VERTICAL REINFORCEMENT FROM THE STRUCTURE.
POSTS STAKED 6 FOR CONCRETE SHELL 6, ALL FLOOR AND WALLS OF POOL TO BE PNEUMATICALLY APPLIED
t-- CONCRETE WITH A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF
® 4'-0" O.C. MAX. 3,000 PSI
€€
J I"I ❑RING POOL DECK � (1) 3z^ CHANNEL a9� 1" NON —CORROSIVE CONDUIT N07E: 7. POOL SHALL BEAR ON UNDISTURBED SOIL, FREE OF PEAT, MUCK
-
DRAIN IN SPA- OR OTHER DELETERIOUS
DIAGRAM DETAIL CL ANER LINEVOLTAGE CUTOFFDEVICESES BONDING GRID INCLUDES UNPAVED AREAS NONCONDUCTIVE STEEL CANNOT BE USED BECAUSE IT DOES N'GEIHER. MATERIAL OF ANY SIGNIFICANT AMOUNT.
(2) 12V LIGHTS PERIMETER SURFACES AND EQUIPOTENTIAL ALL METAL PARTS OF POOL STRUCTURES MUST BE BONDED TO
NOT
CRYSTAL POOLS
4684 N. US 1
VERO BEACH, FL
567-3067 FAX 770.5961
CPC 1457120
AS WELL AS POURED CONCRETE AND PAVERS. - ELIMINATE VOLTAGE GRADIENTS. 8. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE
SAFETY OF EXISTING STRUCTURES.
PIPING SCHEMATIC ELECTRICAL DIAGRAM EQUIPOTENTIAL BONDING GRID DETAII_ 9. BATHERS ARE NOT TO BE ALLOWED IN POOL UNTIL OPERATING
------- -- ----- -�--- PERMITISISSUED BYTHEAGENCYH\V�^�RY9�ItlT)��'�
BV ERO - 20TH STRE��i�� ,-•O - 1
VERO BEACH, FL 3T�9BQ @ "
POOL IS DESIGNED IN COMPLIANCE WITH THE FLORIDA PH. (772) 569-00.5
(772)778-3637a '
RESIDENTIAL BUILDING CODE SIXTH EDITION ANDANSI/APSP-7. FX.xY ,
ENGINEERING, INC.
MFOVIL IZAR'p� OIA BOWLES VILLAMIZAR 8y1SSOCIATES MELBOURNE, FL - PH (321)258i
CONSULTING ENGINEERING CA#3728 FT. PIERCE, FL- PH(772) 46fiA0�', �ODOLqTF FL#61;000; 4
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