HomeMy WebLinkAboutplans surveyGENERAL NOTES j
1. For pool plan, size, deck, and special details, see Contractor's Pool Plan.
2. Pool Walls shall be 5" thick and Floors shall be 6" thick and shall be pneumatically
applied Concrete with a Compressive Strength of 3,000 psi in 28 days. Concrete<a
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318.
3. All Pool design, construction and workmanship shall be in conformity with the
requirements of Florida Building Code, 6th Edition, 2017 (FBC) Accessibility; FBC
Building; FBC Residential, and; ANSI/APSP/ICC-3,ANSI/APSP/ICCA,
ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; ANSI/APSP-15 and the
Adopted National Electric Code 2014 (NEC) and Chapter 42 and Chapter 45 of the
Florida Building Code, 6 th Edition, 2017. Residential.
4. All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless
otherwise noted.
5. All Reinforcing Steel to conform to ASTM 615, Grade 40. Reinforcing shall be #3
bars at 12" on center in each direction, w/ 15" lap joints in walls and floors up
to 6'. Where the pool depth is over 6ft (measured vertically down from the
Waterline), use #3 bars at 6" on center in each direction in the areas that exceed
6ft in depth.
STEPS
POOL STEPS:
RISERS: 12" MAX.
TREAD: 10" MIN. (240 SQ. IN. MIN.)
6" WATER I COPING
LINE TILES
n
5
DRAIN COVER/GRATE
,J �+
MUST CONFORM TO N
z
POOL
THE LATEST EDITION
n
LIGHT
OF ANSI/ASME
w
.»
112.19.8
%;W—DUAL SUCTION OUTLET AND APPROVED GRATE
WITH 3'-0" OF SEPARATION CENTER LINE TO
CENTER LINE OR APPROVED CHANNEL DRAIN
POOL SECTION SET INTO CENTER
DEEPEST POINT
STEEL GRID AT THE
(LONGITUDINAL)
If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1-#3 BAR CONT. IN 5" THK WALL,
cover shall be 3". With a Barrier (Steeltex) between Concrete and Earth, the (USE 2-#3 BARS CONT. IN 8"x8"
minimum cover shall be %". BOND BEAMS)
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be
bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire, The #8 Copper
Wire to be run internally and externally with the NEC approved PVC Light Conduit
form the Light Niche to the Junction Box. Completion of the pool grounding to the
Electrical Panel Ground to be by Electrician.
7. Bond all Sheathed Cables, Raceways, Metal Piping and all Fixed Metal Parts not
separated by a permanent barrier, if within 5'-0" Horizontally from Water and
12'-0" Vertically of Maximum Water Level.
8. Equipotential Bonding to be accomplished in accordance with Article 680 of the
Adopted National Electrical Code 2014 (NEC).
9. Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to
provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in
excavation shall be removed in its entirety and the area shall be backfilled with STEELTEX
acceptable material and properly compacted. Where unsuitable Material cannot be
removed, the. pool must be redesigned.
10, The Contractor must protect Existing Structures from failure by acceptable methods
if required, The Engineer accepts no responsibility for the safety of Existing
Structures.
11. The Design Engineer assumes no responsibility for pool construction in Easements or
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and
all dimesions shown prior to construction.
12. Contractor shall determine the location of all Utilities in relation to the Pool and its
Equipment and ensure minimum clearances in accordance with Local Regulations
and Ordinances.
13. Contractor shall provide adequate Temporary Fencing around the construction area
to prevent unauthorized entry into the Pool Area.
14, If a water supply is provided, a minimum 3" Atmospheric Break will be provided. io
15. All Structural, Filtration and Electrical details outlined in these drawings also relate
to Spa Construction. #3 BARS
16. All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" O.C.E.W.
easy access to allow the Heater to be Shut Off without adjusting the Thermostat
settings and to allow restarting without relighting the Pilot Light.
�I=o=
~ J
-CONCREFE DECK (OPTIONAL) W/ SLIP RESISTANT
TOPPING ON COMPACTED GROUND W/ ALL
ORGANIC MATERIAL REMOVED, 4" NOM. THK. W/
FIBER MESH OR 5" NOM. THK. W/ #3 REBARS.
4'-0' JUNCTION BOX
j �V(BY OTHERS)
TO TRANSFORMER
(BY OTHERS)
MARBLE `U.L. APPROVED 120 VAC/300W POOL
PLASTER LIGHT W/ GFI OR 12V/40OW MAX. POOL
FINISH A.. LIGHT W/ LOW WATER CUT-OFF IN U.L
APPROVED GREY PLASTIC FORMING SHELL
OR APPROVED EQUAL W/ #8 AWG BOND
WIRE PER N.E.C.
#3 BARS ® 12" O.C. EACH WAY
?ARIES 1B"
SEE SEAT
PLAN i T
rM
REBOUND
8"0 ANTI -VORTEX
NS SEPARATED BY 3'
17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILS
be eliminated. The Owner must consult a Contractor experienced in eliminating
Uplift Pressure.
1 MAIN DRAIN LINE
SPILLWAY PER
2 SKIMMER LINE
CONTRACTORS POOL
3 WASTE LINE
COPING
4 RETURN LINE
5 PRESSURE CLEANING
LINE (OPTIONAL)
A HAIR & LINT STRAINER
B RECIRCULATION PUMP
C FILTER
D IN -LINE CHLORINATOR
(OPTIONAL)
E HEATER (OPTIONAL)
FILTER SYSTEM
#3 BARS ® 6"
O.C. EACH WAY
6" WALL -
THICKNESS
PLASTER
FINISH
TYPICAL WALL AND
FLOOR WITHIN
6x6 GLASS -BLOCK ANGLE OF REPOSE
MOUNTED IN 2,500 psi
CEMENT (IF SPECIFIED)
—WATERLINE TILES
POOL FINISH
' -'J-#3 REBAR 0 12"
O.C.E.W.
RAISED SPA DETAIL
14" MIN.
SOILS
(NO VOIDS)
SWIM -OUT DETAIL
BRICK
``1-#3 BAR
WATER
CONT. IN
3 BARS p ONT. IN THICK BOP
L :.�
BOND BEAM
"Vi✓ -`
BEAM � _5�� I G„
-MIN. ly2" COVER
OVER ALL BARS
(SEE NOTE #5)
ALTERNATE BEAM
FINISH DETAIL
//jNEW OR 17#v•+QIZD
//i EXISTI%T. LUCTF C T'N- : "IjU '
LADDERS ARE TO BE
CROSS BRACED PER ESCUTCHEON
MANUFACTURERS SPECS PLATE
S.S. LADDER as POOL '
I y-DECK
SLIP RESOC 101A T JOINTS AS
TREAD SURFACFTV TH NCHORREQUIRED
DDITIONAL CONCRETE
AS REQUIRED FOR
MIN. TO 6" MAXSTURDY INSTALLATION
BETWEEN TREAD08 BARE, SOLID, COPPER
AND POOL WALL RUBBER_ CONDUCTOR TO SHELL
BUMPER REINFORCING
THESE PLANS ANDpI&,gP�i =Ppoiii�pg_
ARE SUBJECT TO fdid'd�' __CpR64F,�71BPd6
REQUIRED BY g1ELQ tNSPECT0Rl9p
MAY BENEGE. CtE{&g6EK
SPST TOGGLE W.P. .
SWITCH` DISC.
4'-0" JUNCTION I ,�12V
POOL BOX I'j TRANS.
DECK
—
=1I -1 I, , r l 1 �L�g�x� arm tP S- BE 1dPTr ON J013
CONTRACTOR MUST PLACE®ALLN®�WPECTIHE O N WILL BE
IMaDE
OL
WALL AT NO MORE THAN 6" ON CENTER IN BOTH
DIRECTIONS IN THIS CRITICAL AREA. ALSO THE POOL
SHELL WALL SHALL BE CONSTRUCTED TO 6" THICKNES
THE STEEL MAT AND THICKER SHELL WALL SHALL
EXTEND ALONG THE CRITICAL AREA AND TO A POINT
WHICH IS GREATER THAN THE MINIMUM REQUIRED AS
DETERMINED BY THE 1 ON 1 + 1 METHOD.
PLAN EXPIRES 1 YEAR FROM THE
SIGNATURE DATE OR THE EFFECTIVE
DATE OF A MAJOR FLORIDA BUILDING
CODE CHANGE WHICHEVER IS SOONER
JAN 0222018
Date
Skilo Engineering Services, Inc.
Larry B. Schnaper, P.E.
FL PE NO. 32046
2431 Adams Ave., Ste. 124
Winter Park, FL 32792
(407) 275-1099
T ALL ELECTRICAL WORK
SHALL CONFORM WITH
ART. 680 OF THE
3 #12 IN Yz" LATEST ADAPTED NEC.
CONDUIT
12V/40OW MAX. POOL LIGHT W/ LOW
WATER CUT-OFF OR 120 V.A.C. W/ GFI
PER NEC.
AMERIC AN
PCOL$ & SPAS
7320 Narcoosee Rd
Orlando FL 32822
(407) 8847-9322
CPCO57251
Swimming Poo/ Specification For:
8201 S INDIAN RIVER DR
FT PIERCE FL
vim, mmi NM
a
TURNDOWN NOTES
1. Detail is based on NO surcharge behind the Turndown and the Ground away from
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied
into Footer if Appropriate, with #3 Rebar.
2. Turndown shall bear on Rock, Clean Sand or Structurally Sound Soils (>1,500 PSF)
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling
or Shifting.
3. All Reinforcing Steel is to Conform to ASTM 615, Grade 40.
4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of
2,500 PSI.
5. All Construction to Conform to Florida Building Code, 6th Edition, 2017, FBC
Building and FBC Residential.
6, Refer to Contractor's Plan on file with the Building Department for Details on
Turndown Location.
7. If the Base of the Turndown does not extend into the Old (Existing) Ground, a 4"0
Pilaster will be required every 5'-0" that will be either 2'-0" into the Ground or
to 6" into the Indigenous Material, Whichever is Deeper. The Pilaster will have a
#3 Rebar tied into the #5 Rebar in the base of the Vertical Pour.
8, A Deck Turndown is NOT intended to be a substatute for a Retaining Wall. If the
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground
reaches 36" for a 6" Turndown, 42" for a 12" Turndown, 48" for a 18" turndown,
54" for a 24" Turndown, for more than 20% of the Turndown Length or the
Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' Vertically, a
Turndown should not be used.
9. For a Paver Deck, if the Vertical Dimension from the Top of the Deck to the Old
(Existing) Ground reaches 24" for a 6" Turndown, 30" for a 12" Turndown, 36" for
a 18" Turndown, 42" for a 24" Turndown, for more than 20% of the Turndown
Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1'
Vertically, a Turndown shall not be used.
10. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must
coordinate Design and Construction of the Turndown Requirements with the Screen
Contractor to Ensure it meets their Requirements.
FOOTER NOTES
1. If a Screen Enclosure is to be installed, the Swimming Pool Contractor must
Coordinate Design and Construction of any required Footer with the Screen
Contractor.
2. Footer shall bear on Rock, Sand or Structurally Sound Soils (>1,500 PSF) that
shall be compacted to provide Optimum Bearing Capacity and prevent Settling or
Shifting.
3. Concrete shall have a 28 Day Compressive Strength of 2,500 PSI with Fiber Mesh
or 6x6-10x10 W.W. Mesh.
4. (3) #3 Rebars is Equivalent to (1) #5 Rebar,
5. A Footer may be installed with a Brick Paver Pool Deck if required by the
Jurisdiction or at the Option of the Contractor and may be placed over the Top
of the Footer or Abutting the Side of the Footer.
BRICK PAVER
PROPOSED
POOL DECK
FINISHED
GRADE
17, T=
LI 1—Tr=_
CONCRETE
PAVERS ON
CONCRETE DECK
A&IN031141711.U.T ii6jlZ,
1—#3 BAR CONTINUOUS 1—#3 BAR CONTINUOUS
CONCRETE BRICK PAVER
COMPACTED POOL DECK 1—#5 BAR VERTICALLY COMPACTED PAVER POOL DECK i—#5 BAR VERTICALLY BRICK PAVER
SUBGRADE AT 36" ON CENTER BASE MATERIAL AT 36" ON CENTER POOL DECK
d _N A = 6" to 24" PAVER SECURED TO TOP
PROPOSED FINISHED B = x A (4.5" to 18")
D p
GRADE (COMPACTED) ¢ OF TURNDOWN BY PAVER
1—#5 BAR CONTINUOUS z COMPACTED SUBGRADE PROPOSED FINISHED INDUSTRY STANDARDS
.�Ds:.> GRADE (COMPACTED)
D —1i 1—#5 BAR CONTINOUS m 4 MIN. SE7LT-7
K
—� 1 TUIL
B"
4"0 CONCRETE PILASTER FON
AT 5'-0" ON CENTER WITH O of EXISTING 8" I NO
1—#3 BAR VERTICALLY NI GRRADE 4"0 CONCRETE PILASTER
AT 5'-0" ON CENTER WITH
ITI I =III , . IT o g r 1—#3 BAR VERTICALLY NI rr�E EXISTING
—III—I--
TTT I I I 1=1 1— = I--�=1TI—T
CONCRETE DECK TURNDOWN
PROPOSEDA CONCRETE
FINISHED POOL DECK
GRADE p. �
M TTT= , i =� _
NO FOOTER
PAVER DECK TURNDOWN
PROPOSED CONCRETE
FINISHED POOL DECD
GRADE n n
�r
I� -
I III 111=
g" I 1—#5 BAR
I�'1 CONTINUOUS
8" x 8" FOOTER
iUPUSED--."-'-"- PROPOSED
POOL DECK
FINISHED FINISHED
GRADE n GRADE
Tm — .. T
12" 2—#5 BARS
CONTINUOUS
e» .- ♦ n» rnnrrn
BRICK PAVER
PROPOSED POOL DECK
FINISHED
GRADE
"' =1I1=
TN II ,'>'•
2—#5 BARS
12" CONTINUOUS
12 x 12" FOOTER
W/ PAVER DECK
CONCRETE
POOL DECK
—2—#5 BARS
12" CONTINUOU4
BRICK PAVER
PROPOSED
POOL DECK
FINISHED
GRADE I
M . .: II=—
g" I
1—#5 BAR
I"1
CONTINUOUS
OPTIONAL EDGE PROPOSED
RESTRAINT FINISHED
BRICK PAVER PROPOSED GRADE
POOL DECK FINISHED GRADE
COMPACTED it COMPACTED
SUBGRADE PAVER BASE
PAVER DECK WITHOUT FOOTER
OPTIONAL: CONCRETE OR PLASTIC EDGE RESTRAINT MAY BE
)ED TO THE DECK PERIMETER AS NEEDED TO SECURE PAVERS _
8" x 8" FOOTER
El PAVER DECK
POOL DECK
JAN 02 2018
Date
Skilo Engineering Services, Inc.
12" 2—#5 BARS Larry B. Schnaper, P.E.
CONTINUOUS FL P[ # 32046
" 2431 Alorna Ave. Ste 124
x 12" FOOTER
Winter Park, FL 32792
V PAVER DECK office: (407) 275-1099
ALTERNATE PAVER ON TURNDOWN
DRAINAGE SWALED 1-43 BAR CONTINUOUS
1—#5 BAR VERTICALLY
D^ AT 36" ON CENTER
a , 1—#5 BAR CONTINUOUS
BRICK PAVER
A = 6" to 24" POOL DECK
B=V4xA(4.5"to 18")
m
L
COMPACTED PAVER
BASE MATERIAL
COMPACTED SUBGRADE
ALTERNATE I-PA--V{ER LOCATION
AMERICAN
POOL$ & SPAS
7320 Narcoosee Fed
Orlando FL 32822
(407) 847-9322
CPC057251
Swimming Pool Specification For
Scale: None
8201 S INDIAN RIVER DR
FT PIERCE FL
MAP
JOB# HO-ASH-17167-E
JOB HISTORY
ORIG DRAW DATE: 084M.2017 CREATED: BOBBYW E.: BWlnfmwSameHean-eoolc.com
REVISION#1 DATE: 0945.2017 CREATED: BOBBY CHANGES: CONI REMOVE 4 PANEL SOUR FROM DRAWING
1p
REVISION#2 DATE: CREATED: CHANGES:
•�
REVISION N3 DATE: CREATED: CHANGES:
ZO
REVISION N4 DATE: CREATED: CHANGES:
24, 20r
REVISION N5 DATE: CREATED: CHANGES:
SALES CONSULTANT: KATHLEEN TEL: 407-847.9322 E-AamedaVnvoolc.nom
_
DC01iA1TTC11
CONSTRUCTION SUPER: CRAIG TEL: _ E.:
FOOTER
PROPOSED CONCRETE
RNISHED� PODL DECK
GRADE ., 'w
m
T I a' I 1—#5 BAR CONDNOUS
I �J
TDH
BRANCH: 3"
TRUNK: 2.5"
RETURN: 2"
33+
POOL SPECS
POOL PERIMETER:
70 LF
POOL AREA:
279 SF
POOL STEPS:
23 LF
TOTAL P/D AREA:
836 SF
DECK PERIMETER:
120 LF
TOTAL DECK AREA:
575 SF
ACRYLIC AREA:
575 SF
RECEIVED
OCT 0 6 2017
PERMITTING
St. Lucie County, FL
HO-ASH-17167-E `=J
SCREEN ENCLOSURE
W/FLORIDA GLASS
ON BOTTOM PORTION
HOMEOWNER WILL
HAVE TILE LAID °
OVER CONCRETE IN
DECK AREA
0
M
y�0
6'D
l
i0
5"
WD
•
L WHITE
BUBBLER
7A•
a.,
A
3X3
DOOR
PAD
POOL SLOPE DETAIL
3X3 POOL SLOPE DETAIL
PADR I 1
POOL
POOL SHAPE: CUSTOM
POOL TYPE: GUNITE
POOL GAL: 9400
POOLSIZE: 12'6"X26•
POOL DEPTH: T-6'
TILE TYPE: 6" X 6"
PUMP ONE: PENTAIR SUPERFLO VS
PUMP TWO: NIA
FILTERONE: PENTAIRC+C150SF
FILTER TWO: N/A
SANITIZERONE: IC-40
SANITIZER TWO: N/A
POOL HEATER: We
VAC LINE: Yes
MAIN DRAINS: PENTAIR STARGUARD
SKIMMER: Yes
RETURN LINES: ECO
POOL CLEANER: N/A
EXTRA SUCTION: N/A
CONTROLS: PE35300
POOL LIGHT: COLOR LED
EXTRA STEPS: N/A.
EXTRA BENCH: N/A
SUNSHELF: N/A
'
1 SLOPE
1a
3.5 T O
i
TERMITE BOND COMPANY: N/A
PHONE NUMBER: 000.000.0000
DECK
COPING
FOOTER TYPE
1O"
ACRYLIC: NO PAVER: N/A
ACRYLIC:
YES PAVER: NIA
DESCRIPTION: 8 X 8
DESCRIPTION: CONCRETE OACVT
DESCRIPTION:
ACYLIC COAT
BELOW COPING
HOMEOWNER WILL
HAVE HIS OWN
PINA COLADA
TRAVERTINE TILE
INSTALLER.
BARRIERS
EXISTING FENCE(Meets Code): NIA
CHILD FENCE: NIA
OWNER TO INSTALL FENCING: NIA
ALARMS -BATTERY: 2 WINDOWS AND DOOR
APS TO INSTALL FENCING: N/A
M
ALARMS -HARD WIRED: N/A
r 4"
SCREEN ENCLOSURE
TREE. ROOT WILL BE
SCREEWYES STYLE: DOME
DOORS:2 EAVE HEIGHT: 8'
REMOVED BY BOBCAT
SCREEN COLOR: NIA ALUMINUM COLOR: BRONZE ELITE ROOF SQ.FT. NIA
FLORIDA GLASS: AT BASE OF SCREEN PERIMETER
AND CUSTOMER WILL
GUTTERS 8DOWNSPOUTS: AS NEEDED
HAUL IT AWAY
Note to screen companies: If save varies from plan, stop and notilq Xmencan Pools & SIDES
COLOR SELECTIONS
POOL INTERIOR: TEAL
TILE SELECTION: SUMATRA AQUAMARINE
SPA INTERIOR: NIA
TILE GROUT: NIA
ACCESS WILL BE
DECK COLOR: CONCRETE ONLY 6"BELOW COPING
STEP TILE: SUMATRA AQUAMARINE
DISCUSSED WITH
DECK PATTERN: N/A
SKIMMER COLOR: N/A
CRAIG
COPING: PINA COLADA
SKIMMER LID: NIA
COPING GROUT: N/A
DRAIN AND FITTINGS: N/A
SPECIAL: N/A
SPECIAL: FOOTERS ACRYLIC PINA COLADA
OPTIONS
OPTION: PENTAIR IC40 SALT SYSTEM
OPTION: SUNSHELF UMBRELLA SLEEVE
OPTION:
OPTION: FLORIDA GLASS AT BOTTOM BASE OF SCREEN
OPTION: COLORED LED LIGHT
OPTION; PERIMETER
OPTION: SUNSHELF BUBBLER
OPTION:
AMERICAN POOLS & SPAS
7320 Narcoossee Rd. Orlando, FL 32822 Office: 407-847-9322 Fax: SCALE: 1/8" _
407-847-9342
BUYER
NAME(S): ASHLEY, BOB & KRISTE E-MAIL: RJASH2O00@GMAIL.COM
ADDRESS: 8201 S INDIAN RIVER DRIVE w4 In r®>J-y mj
CITY: FORT PIERCE STATE: FL ZIP CODE: 34982 Jt"9Y
TEL: 772.530.6289 CELL: 000-000.0000
SUBDIVISION: N/A
LOT M PLAT BOOK: N/A PAGES M N/A COUNTY: SAINT LUCIE COUNTY
Swimming Pool Energy Efficiency Compliance Information
Note: These Requirements apply ONLY to the Filtration Pump
ANSI I ASPC I ICC-15 2011
Flow Calculations:
Pool water volume 9400 / 360 = 26 gpm • this is the calculated flow rate
Note: for pools under 13,000 gals. the calculated flow rate or 36 gpm whichever is greater= the filtration flow rate
Note: Is there an Auxiliary load on the filtration pump? a Yes F-1 No
If so, what is the calculated auxilliary flow rate 36 gpm
Flow rate (low speed) 35 gpm @ 1725 rpm
Determine Pipe Sues:
Branch Piping to be EEI
inch to keep velocity @
Trunk, Skimmer 8
Suction Piping to be 2.5 inch to keep velocity @
Return Piping to be I 1 I inch to keep velocity @
Pump Selection: as Listed on Curve A or C (circle one)
Filtration Pump PENT. SUPERFLO VS
6 fps max. at 103 gpm System Flow Rate.
Nt3 fps max. at 103 gpm System Flow Rate.
10 fps max. at 103 gpm System Flow Rate.
Maximum Flow Rate 103 gpm
Main Drain Cover
1.5
1.5
Determine the Number and Type
of Required In -Floor Suction Outlets:
Minimum suction side pipe size @ 6 fps
in. Minimum suction side branch pipe sae @ 6 fps In,
Check all that apply.
Minimum return side pipe size @ B fps 1'5
in. Minimum return side branch pipe size @ 6 fps 1.5 in.
® QQ 3'-0e
@ 2 PENTAIR SG suction outlets @
Qo
°� 3 suction outlets @
Determine Filter Sae:
�
Filter Factors (GPMISF): a Cartridge (0.375)
❑ D E (2.0) ❑ Sand (15)
channel drain @
Filter Size: (3 pie) (Fl37ad) (n3�) PENTAIR C+C 150SF
(F91er Make and Model )
Pump Controls:
Filtration pump has no auxiliary load- standard time clock ❑
Filtration pump with auxiliary load -Control model for low speed default within 24 hrs
Heater Model: )O(
(Make,Model and Sim)
Gas Heater Efficiency Rating XC (No Pilot Light)
Heater Pump Efficiency C.O.P XX
PENT. SUPERFLO VS
ANSI 5 & ANSI 7 Compliance Work Sheet
Determine Simplified TDH:
Distance pump in feet: 20
2' Friction loss (in suction pipe) in 2.5 inch pipe per 1 ft. @ 103 gpm =
3. Friction loss (in return pipe) in 2 inch pipe per 1 ft. @ 103 gpm =
Determine Simplified TDH (CONTINUED):
.09 (from pipe flowHrikdion loss chart)
.16 (from pipe flow/friction loss chart)
TDH in Piping: 5
4. 20 x •09 = 1•8 Filter I Heater loss in TDH 7
(Length ofSucL Pipe) in orheadn ft of PO) (TDH SO. Pipe) 21
5. 20 x .16 = 3.2 All otherlDsses
(Length of Rehm Pipe) (not head710 of Pipe) (TDH Retum Pipe)
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
0 2 4 1 6 8 1 10 1 12 1 14 18 1 16
0
0.0
2.3
4.5
6.8
9.0
1 11.3
13.6
1 15.8
1&1
20.3
1
2.3
4.6
6.8
9A
11A
13A
15.9
18.1
20.4
22.7
2
4.6
6.9
9.1
11A
13.1
15.9
16.2
20A
227
250
3
6.9
91
/1.5
13.7
16.0
18.2
20.5
22.8
25.0
27.3
4
91
115
13.8
16.0
18.3
20.5
22.8
25.1
27.3
29.6
5
11.5
13.0
16.1
18.3
20.6
22.8
25.1
27A
29.6
31.9
6
13.9
16.1
16.4
20.6
22.9
26.2
27.4
29.7
31.9
341
7
16.2
18.4
20.7
23.0
25.2
27.5
29.7
32.0
34.3
365
8
16.5
20.7
23.0
253
27.5
29,8
a2.0
343
35.6
38.8
9
20.8
23.1
253
27.6
29.8
32.1
34.3
36.6
38.9
41.1
10
23.1
25A
21.111
29A
32.1
34A
36.7
38.9
41.2
43.4
11
25A
27.7
29.9
32.2
34.5
36.7
39.0
412
43.5
45.8
12
27.7
30A
322
345
38.8
394
41.3
43.5
45.8
48.1
13
30.0
323
34.0
36.6
39.1
411
43,6
45.9
48.1
50.4
14
32.3
34.6
36.9
39.1
41A
43.6
45.9
48.2
SDA
52.7
C7 15
34.6
30.9
39.2
41A
43.7
45.9
482
50.5
617
55.0
so 18
37.0
39.2
41.5
43.7
46.0
48.3
50.5
52.8
55.0
67.3
w 17
39.3
41.5
43,11
46.1
48.3
50.6
52.8
55.1
57.4
59.6
W 18
41.6
43.8
46.1
48A
50.6
52.9
55.1
57A
59.7
612
2 19
43.9
46.2
48.4
50.7
52.9
55.2
57A
59.7
82D
642
Z;3 20
46.2
48.5
50.7
53.0
55.2
575
59.8
62.0
64.3
65.5
d 21
48.5
50.8
53.0
553
57.8
59.8
62.1
64.9
1 66.6
60.9
22
50A
53.1
553
57.6
59.9
62.1
64A
66.6 1
68.9
71.2
23
53.1
55.4
57.7
59.9
622
64A
66.7
1
71.2
73.5
24
55A
57.7
60.0
622
64.5
66.7
69.0
71.3
735
75.8
25
57.8
80.0
62.3
64.6
66.8
60.1
713
73.6
75A
78.1
26
60.1
623
54.6
65.6
69.1
71.4
73.6
75.9
78.1
BOA
27
62A
64.6.
66.9
691
71A
73.7
75.9
78.2
80.5
823
28
64.7
66.9
59.2
71.5
73.7
76.0
782
80.5
82.0
85o
28
61.0
69.3
71.5
718
76.0
78.3
80.5
82.8
85.1
87.3
30
89.3
71.8
73.6
78.1
78.3
80.8
fits
85.1
87A
31
71.6
73.9
76.1
78A
80.7
82.9
85.2
87.4
88.7
32
73.9
76.2
78A
80.7
83.0
85.2
67.5
89.7
920
33
76.2
78.5
80.7
83.0
B59
87.569.8
92.0
B4.3
JiIN�
34
78.5
80.8
83.1
B53
87.6
89A
92.1
94.4
96A
35
80.9
03.1
85.4
8L6
B9.9
921
94.4
98,7
969
PENTAIR STARGUARD
(Make and Model)
144 gpm max, flow
gpm max. flow
gpm wl ports
Flow and Friction Loss Per Foot
Schedule 40 PVC Pipe
Veleflry - Feel Per second
Pipe Ske
6fps
Brps
low
1•
18 Dom
IV
21 gpm
0.23'
26 pm
10.35'
1.61
37 gpm
0.08,
1
0.14'
62 pm
0.21'
2'
82gpm
&W
82 Wn
0:10'
103 gpm
0.19
2.51
66 pm
0.05,
117gpm
0.09'
146 pan
3'
136 sins
OX
181 GPM
UP
227 gpm
DIE
4'
234
0.03'
313gpm
0.05
392 tan
0.07.
6•
5349gn
0.02'
712 Wrn
0.03'
TDH Calculation Options
or eachl� pump
Check one.
Simplified Total Dynamic Head (STDH)
Complete STDH Worksheet - FIII In all blanks.
Total Dynamic Head (TDH)
Complete Program or other calcs. Fill in required
blanks on
worksheet & attach calculations.
Q Maximum Flow Capacity
of the new or replacement pump.
owner
Contaeom CerL No.
Total Dynamic Head (TDH): 38+
'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE
CALCULATED TDH.
nMons Teleptione No. III Scale: None
¢oa.
� �roJ
NO WEU OR SEMIO WHIN 75'
n
cE'
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49
GRAPHIC SCALE
1s 30 80 130
( IN FEET )
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GENERAL NOTES
Sit. LucieCo FL
Aprirove
3i,6 w 61tko
D
n
�p S FQC
W
POO D FORMS
LEGAL DESCRIPTION
A PORTION OF THE SOUTH 94.89 FEET OF THE NORTH 189.42 FEET OF THE
SOUTH 483.78 FEET OF GOVERNMENT LOT 3 SECTION 18, TOWNSHIP 36 SOUTH,
RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA, LYING WEST OF THE INDIAN RIVER
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE SOUTH LINE OF SAID SOUTH 94,89
FEET AND THE EASTERLY RIGHT—OF—WAY LINE OF THE FLORIDA EAST COAST
RAILWAY, BEAR EAST ALONG SAID SOUTH LINE A DISTANCE OF 408 FEET TO
THE THE POINT OF BEGINNING; THENCE NORTH 28'07'30" WEST A DISTANCE: OF
107.59 FEET: THENCE EAST A DISTANCE Of 516 FEET MORE OR LESS TO THE
WATERS OF THE INDIAN RIVER, THENCE SOUTHEASTERLY ALONG SAID WATERS
TO THE SOUTH LINE OF SAID 94.89 FEET: THENCE WEST ALONG SAID SOUTH
LINE A DISTANCE OF 501 FEET MORE OR LESS TO THE POINT OF BEGINNING.
LESS A 30 FOOT RIGHT—OF—WAY FOR INDIAN RIVER DRIVE. CONTAINING 1.11
ACRES.
0
C7/� /8, RnON
90f TO SH/P 11 36
SOV�/VT SOT
RANOF 47 egST
3.0'
ca �T
PA n00 ~ 4.e'
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S69
LEGEND & ABBREVIATIONS
MqR 14
(BB)
DENOTES BASIS OF BEARINGS
2018
CL
DENOTES CENTERLINE
CONC.
DENOTES CONCRETE
CBS
DENOTES CONCRETE BLOCK STRUCTURE
LB.
DENOTES LICENSED BUSINESS
R/W
DENOTES RIGHT OF WAY
I
THOMAS .P.'KIERP4AN DATE
Professional Surveyor ,& Mapper
Florida Cer6f Cate No. 6199
PROPERTY ADDRESS
8201 INDIAN RIVER DRIVE, FORT PIERCE, FLORIDA
1) The last date of field work was 03-08-2018
2) Additions or deletions to survey maps or reports by other than the signing party or parties is
prohibited without written consent of the signing party or parties.
3) Reproductions of this map are not valid without the signature and original raised seal of a
Florida Licensed Surveyor and Mapper.
4) Lands shown hereon were not abstracted by this office for rights —of —way, easements of
record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information should
be obtained through appropriate title verification.
5) All above ground fixed improvements, if any, have been located and shown hereon.
6) Underground foundations and improvements were not located as part of this survey.
7) Flood Note: By graphic plotting only, this property is in Zone X, according to the Flood
Insurance Rate Map, Community Panel No. 12111CO284 J, effective date 2/16/2012. The exact
designation can only be determined by an elevation certificate.No additional search of the public
records has been preformed. There may be additional map Amendments affecting this property.
8) The bearings shown hereon are based on a survey by Bloomster Professional Land Surveyors,
Inc., L.B. 6018, Job No. 4821 and are referenced to the Right Of Way of Indian River Drive which
bears N00'13'49"W and all bearings are relative thereto.
9) No easements are shown hereon other than those depicted on the plat. No search of the
public records has been performed to find additional easements that may exist.
10) The building setbacks shown hereon, although based on the best available information, are
not certified to and must be verified prior to design or construction.
11) Horizontal control provided by a boundary survey prepared by Bloomster Professional Land
Surveyors, Inc., L.B. 6018, Job No. 4821, Dated 03/12/2002.
�A//Spl
'O�RpOT Ne RFS/0 TORY
OSf o NS sryIN-
As -Built Pool Deck Survey
No 8201 Indian River Drive
For: American Pools & Spas
�-3 0'—�
�I 31
I �I
I
15.0' L N69'33'10"'A
32.56't
ro /
File:14-171.100.268
Lot N/A
Date: 03-08-2018
FB: Sheet
SCALE 1 "=40'
DRAWN BY: BKH
39.77't
GRAPHIC SCALE
aD o 20 40
(�FM
1 imh - 40 f.
CULPEPPER & TERPENING, INCI
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET
FORT PIERCE, FLORIDA 34981
PHONE 772-464-3537 FAX 772-464-9497
w .ct-eng.com
STATE OF FLORIDA CERTIPCATION No, L@ 4286
GENERAL NOTES
SyfAG
D
POOL PAD
ya '
�`l8 .•'�i. iij UP'
et
ti.
Florida
LEGAL DESCRIPTION
A PORTION OF THE SOUTH 94.89 FEET OF THE NORTH 189.42 FEET OF THE
SOUTH 483.78 FEET OF GOVERNMENT LOT 3 SECTION 18, TOWNSHIP 36 SOUTH,
RANGE 41 EAST, ST. LUCIE COUNTY, FLORIDA, LYING WEST OF THE INDIAN RIVER
AND BEING MORE PARTICULARLY DESCRIBED AS FOLLOWS:
COMMENCE AT THE INTERSECTION OF THE SOUTH LINE OF SAID SOUTH 94.89
FEET AND THE EASTERLY RIGHT—OF—WAY LINE OF THE FLORIDA EAST COAST
RAILWAY, BEAR EAST ALONG SAID SOUTH LINE A DISTANCE OF 408 FEET TO
THE THE POINT OF BEGINNING; THENCE NORTH 28'07'30"WEST A DISTANCE: OF
107.59 FEET: THENCE EAST A DISTANCE Of 516 FEET MORE OR LESS TO THE
WATERS OF THE INDIAN RIVER, THENCE SOUTHEASTERLY ALONG SAID WATERS
TO THE SOUTH LINE OF SAID 94.89 FEET: THENCE WEST ALONG SAID SOUTH
LINE A DISTANCE OF 501 FEET MORE OR LESS TO THE POINT OF BEGINNING.
LESS A 30 FOOT RIGHT—OF—WAY FOR INDIAN RIVER DRIVE. CONTAINING 1.11
ACRES.
%?70/v '� RnON
AOP 0
0 c T O SNp 36 SRNM,
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---RECEIVEDJUN 0 8 2018
Lde Couunty,PPerrnitting
DATE
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110
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4 cfNpBS 175.2'
RtR9r oD R
P o ,
1) The last date of field work was 06-07-2018
2) Additions or deletions to survey maps or reports by other than the signing party or parties is
prohibited without written consent of the signing party or parties.
3) Reproductions of this map are not valid without the signature and original raised seal of a
Florida Licensed Surveyor and Mapper.
4) Lands shown hereon were not abstracted by this office for rights —of —way, easements of
record, ownership, abandonment's, deed restrictions, or Murphy Act Deeds. This information
should be obtained through appropriate title verification.
5) Underground foundations and improvements were not located as part of this survey.
6) Flood Note: By graphic .plotting only, this property is in Zone X. according to the Flood
Insurance Rate Map, Community Panel No. 12111CO284 J, effective date 2/16/2012. The exact
designation can only be determined by an elevation certificate.No additional search of the
public records has been preformed. There may be additional map Amendments affecting this
property.
7) The bearings shown hereon are based on a survey by Bloomster Professional Land Surveyors,
Inc., L.B. 6018, Job No. 4821 and are referenced to the Right Of Way of Indian River Drive
which bears NOO'13'49"W and all bearings are relative thereto.
8) No search of the public records has been performed to find additional easements that may
exist.
9) Horizontal control provided by a boundary survey prepared by Bloomster Professional Land
Surveyors, Inc., L.B. 6018, Job No. 4821, Dated 03/12/2002.
()` 10.9. 86.5'
OVO
91
33 3g'F 44j 6g' Pt"RPf NFWN SoFDOfN fY
Ni S[iI&C
PROPERTY ADDRESS
8201 INDIAN RIVER DRIVE, FORT PIERCE, FLORIDA
LEGEND & ABBREVIATIONS
(BB)
DENOTES BASIS OF BEARINGS
CL
DENOTES CENTERLINE
CONC.
DENOTES CONCRETE
CBS
DENOTES CONCRETE BLOCK STRUCTURE
L.B.
DENOTES LICENSED BUSINESS
R/W
DENOTES RIGHT OF WAY
REV. FINAL POOL TIE IN 6/7/18 RNJ
As -Built Pool Deck Survey
No 8201 Indian River Drive
For: American Pools & Spas
II GRAPHIC SCALE
)---3C 0'� 40 0 20 40
I� c PBEP >
� t Luh = 40 [1.
�I
I
15.0'
N69'33'10"W
32.56't
M
0I
H7
0 I
�I
0]
�
IZ
Z
a�
INC
o
?
Z_
S69'33'35"E
39.77't
CULPEPPER S. TERPENING, INCI
File: 14-171.100.8201
Date: 03-08-2018
CONSULTING ENGINEERS I LAND SURVEYORS
2980 SOUTH 25th STREET
FB: Sheet
FORT PIERCE.., FLORIDA 34981
SCALE 1"=40'
PHONE 772-464-3537 FAX 772-464-9497
DRAWN BY: BKH
w V.ct-eng.com
STATP.OP 12I.ORIDA CERTIFICATION No. LB 4286