HomeMy WebLinkAboutApproved PlansGENERAL NOTES
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:
Decks shall be 2,500 psi. Concrete construction will conform to ACI Standard 318. 3;•
3. All Pool design, construction and workmanship shall be in conformity with the
requirements of Florida Building Code, 5th Edition, 2014 (FBC) Accessibility; FEC
Building; FBC Residential, and; ANSI/NSPI-3, ANSI/APSP/ICC-4,
ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; ANSI/APSP-15 and the
Adopted National Electric Code 2011 (NEC) and Chapter 42 and Chapter 45 of the
5th Edition of the FBC, 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 Eft (measured vertically down from the
Waterline), use #3 bars at 6' on center in each direction in the areas that exceed
Eft in depth.
STEPS
6" WATER
LINE TILES
� o
POOL
LIGHT
COPING
DRAIN COVER/GRATE
MUST CONFORM TO
THE LATEST EDITION
OF ANSI/ASME
112.19.8
POOL STEPS: ' '.., . .: .
RISERS: 12" MAX. . is DUAL SUCTION OUTLET AND APPROVED GRATE
TREAD: 10" MIN. (240 SQ. IN. MIN.) WITH 3'-0" OF SEPARATION CENTER UNE TO
CENTER UNE OR APPROVED CHANNEL DRAIN
POOL SECTION SET
O CENTER POF STEEL GRID AT THE
(LONGITUDINAL)
OINT
CONCRETE DECK (OPTIONAL) W/ SLIP RESISTANT
TOPPING ON COMPACTED GROUND W/ ALL
N 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 1Yz"•BOND BEAMS)
6. All Metallic Pool Pittings 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 Bax. 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 2011 (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 WATER
all dimesions shown prior to construction. UNE R
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 m
to prevent unauthorized entry into the Pool Area.
14. N a water suppy, is provided, a minimum 3' Atmospheric Break will be provided.
15. All Structural, Filtration and Electrical details outlined in these drawings also relate
%
ORGANIC MATERIAL REMOVED. 4' NOM. THK. W/
FIBER MESH OR 5' NOM. THK. W/ #3 REBARS. S�
4'-0" JUNCTION BOX
(BY OTHERS)
m TO TRANSFORMER m
(BY OTHERS) 2-#3 BARS
CONT. IN
8"X8' BOND
BEAM
MARBLE `U.L. APPROVED 120 VAC/30OW POOL
PLASTER LIGHT W/ GFI OR 12V/40OW MAX. POOL
FINISH 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.
ZONAL) #3 BARS 0 12° O.C. EACH WAY
POOL STRUCTURAL DETAILS DISTANCE LESS
PLAN
SEAT
THERAPY
LINES
RETURN
LINES
to Spa Construction. #3BARS ® REBOUND
16. NI Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" O.C.E.W. (2) 8"0 ANTI -VORTEX
easy access to allow the Heater to be Shut Off without adjusting the Thermostat DRAINS SEPARATED BY 3'
settings and to allow restarting without relighting the Pilot Light.
17. WARNINGI 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.
I
FILTER SYSTEM
1 MAIN DRAIN LINE
2 SKIMMER LINE
3 WASTE LINE
4 RETURN LINE
5 PRESSURE CLEANING
UNE (OPTIONAL)
A HAIR & UNIT STRAINER
B RECIRCULATION PUMP
C FILTER
D IN -UNE CHLORINATOR
(OPTIONAL)
E HEATER (OPTIONAL)
SPILLWAY PER
CONTRACTORS POOL
KIM PLAN
6x6 GLASS -BLOCK
MOUNTED IN 2,500 psi
CEMENT (IF SPECIFIED)
-'-'-#3 REEAR
O.C.E.W.
RAISED SPA DETAIL
ST.
#3 BARS 0 6"
O.C. EACH WAY
6" WALL -
THICKNESS
MARBLE—
PLASTER
FINISH
TYPICAL WALL AND
FLOOR WITH/N
ANGLE OF REPOSE
TILES
SWIM -OUT DETAIL
DECK OVER
POUR OR
8 I BRICK COPING
WATER
UNE
TILES
i
174° COVER ALL BARSNOTE #5)
ALTERNATE BEAM
FINISH DETAIL
7ii,. NEW OR
1-#3 BAR
CONT. IN 5'
THICK BOND
BEAM
CONTRACTOR MUST PLACE ALL STEEL IN THE POOL
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" THICKNE'.
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.
�
1101.-03 r� Tvfsfox
ro 11 nTTT.TIM -n,
D FOR C iXP.LLA_�CE
P95ANS ANI) PTT011 T NfUST BE KEPT
OR NO ML"LCi::,)N Ni ILL BE NL -I DE.
PLAN EXPIRES 1 YEAR FROM THE
SIGNATURE DATE OR THE EFFECTIVE
DATE OF A MAJOR FLORIDA BUILDING
CODE CHANGE WHICHEVER IS SOONER
OCT 12 2016
OR H. SHEPARN, P.E. P.A.
LRE# 1933
2431 Aloma Ave. Ste 124
Winter Park, FL 32792
Office: (407) 275-1099
Fax: (407) 275-1015
LADDERS AW TO BE
CROSS BRACED PER
MANUFACTURERS SPECS
S.S. LADDER , ea
DECK
SUP RESISTANT
I W p .
4'-0' SWITCH
-- CTION
rFDECK
y DISC.
12V
WEDGE JOINTS AS
REQUIRED
TREAD SURFACE
ANCHOR
ADDTRONAL CONCRETE
IRUBBER
AS REQUIRED FOR
3" MIN. TO 6" MAX
STURDY INSTALLATION
BETWEEN TREAD#8
AND POOL WALL
BARE, SOLID, COPPER
CONDUCTOR TO SHELL
REINFORCING
TYPICAL
LADDER DETAIL
L
/-#8 AWG COPPER WIRE
TIME
TO SERVICE CLOCK
SPST TOGGLES
I W p .
4'-0' SWITCH
-- CTION
rFDECK
y DISC.
12V
go'
OL(+ -TRANS.
T
712V/4DOW
ART. 680 OF THE
1t' LATEST ADAPTED NEC.
UIT
MAX. POOL LIGHT W/ LOW
WATER CUT-OFF OR 120 V.A.C. W/ GFI
PER NEC.
ELECTRICAL DIAGRAM
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARTIN ORDER, TO
COMPLY WITH ALL APPLICABLE CODES.
"4�
AMERICAN
POOLS 8 SPAS
7320 Narcoosee Rd
Orlando FL 32822
(407) 847-9322
CPCO57251
Swimming Pool Specification For:
2506 TAMARIND DR
FORT PIERCE FL
Scale: None Rev 10 — 06/30/15 T
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 CONCRETE DECK TURNDOWN
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. PROPOSED CONCRETE
FINISHED
DECK
8. A Deck Turndown is NOT intended to be a substitute for a Retaining Wall. If the GRADE
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground "'
reaches 42" for a 12" Turndown, 48" for a 18" Turndown, for more than 20% of Tj_ _ _ _ -
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 30.0" for a 12" Turndown, 36.0" for a 18" Turndown, for NO FOOTER
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. A Screen Enclosure is not to be installed on top of any of the depicted PROPOSED
Turndowns. FINISHED
GRADE r
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. Specific Details for Footer to be Provided by the screen Enclosure
Engineer,
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.
PROPOSED
FINISHED
GRADE
T
-- 3 BAR CONTINUOUS v
COMPACTED PAVER BRICK PAVER BRICK PAVER
BASE MATERIAL POOL DECK 1-#5 BAR VERTICALLY POOL DECK
AT 36 ON CENTER
' A = 12" to 18"
! B = Y4 x A (9" to 13.5') PAVER SECURED TO TOP
OF TURNDOWN BY PAVER
COMPACTED SUBGRADE PROPOSED FINISHED INDUSTRY STANDARDS
r.', GRADE (COMPACTED)
1-#5 BAR CONTINOUS m 4 MIN. SEE PAVER DECK
--I1 TURNDOWN DETAIL
FOR INFORMATION
8"'�I NOT SHOWN
4"0 CONCRETE PILASTER � II I
AT 5'-0" ON CENTER WITH io �j rEEXISTING
1-#3 BAR VERTICALLY �, I
PAVER DECK TURNDOWN
PROPOSED CONCRETE
FlNISHED POOL DECK
Gn
RADE
e... l..
T�
TTLjT
8" I 1-#5 BAR
CONTINUOUS
8" x 8" FOOTER
w
4
CONCRETECONCRETE �^ '
POOL DECK PROPOSED FINISHED POOL DECK
GRADE
24 T N Y' ✓
12"2-#5 BARS 2-#5 BARS
CONTINUOUS 12" CONTINUOUS
8" x 12" FOOTER 12" x 12" FOOTER
WER BRICK PAVER
CK
'-2-#5 BARS
12" CONTINUOUS
12" x 12" FOOTER
V PAVER DECK
FINISHED
GRADE
PROPOSED POOL DECK
FINISHED
GRADE n
i TTTZ
700 —I
8" 1-#5 BAR
CONTINUOUS
8" x 8" FOOTER
W/ PAVER DECK OCT 12 201612 2016
BRICK PAVER
IPOOL DECK - - - - - - - nw—
6
112 2-#5 BARS OO FI R Ei�# RkS
19 3 P.E. P.A.
CONTINUOUS v FL PE Ave.Ste Aloma e. Ste 124
2" FOOTER Winter Park, FL 32792
Office: (407) 275-1099
R DECK Fax: (407) 275-1015
ALTERNATE PAVER ON TURNDOWN
DRAINAGE SWALE� 1-#3 BAR CONTINUOUS
1-#5 BAR VERTICALLY
AT 36" ON CENTER
a 1-#5 BAR CONTINUOUS
n BRICK PAVER
A = 12" to 16"
8 = Y4 x A (9" to 13.5") POOL DECK
s'
' r
1 COMPACTED PAVER
BASE MATERIAL
I p• COMPACTED SUBGRADE
ALTERNATE -PAVER LOCATION
AMERICAN
POOLS & SPAS
7320 Narcoosee Rd
Orlando FL 32822
(407) 847-9322
CPC057251
Swimming Poo/ Specification For:
2506 TAMARIND DR
FORT PIERCE FL
Scale: None Rev 10 - 06/30/15 T
TURNDOWN NOTES
1-#3 BAR CONTINUOUS
1.
Detail is based on NO surcharge behind the Turndown and the Ground away from
CONCRETE
COMPACTED POOL DECK
SUBGRADE
1-#5 BAR VERTICALLY
AT 36" ON CENTER
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied
into Footer if Appropriate, with #3 Rebar.
PROPOSED FINISHED
2.
Turndown shall bear on Rock, Clean Sand or Structurally Sound Soils (>1,500 PST)
;.
GRADE (COMPACTED)
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling
1-#5 BAR CONTINUOUS
z
or Shifting,
4 MIN.
3.
All Reinforcing Steel is to Conform to ASTM 615, Grade 40.
8"'I'1' _ (
—,1
4*0 CONCRETE PILASTER f'--
4.
Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of
AT 5'-0" ON CENTER WI
EXISTING
2,500 PSI.
1-#3 BAR VERTICALLY
GRADE
AN
5.
All Construction to Conform to Florida Building Code, 5th Edition, 2014, FBC
z
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 CONCRETE DECK TURNDOWN
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. PROPOSED CONCRETE
FINISHED
DECK
8. A Deck Turndown is NOT intended to be a substitute for a Retaining Wall. If the GRADE
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground "'
reaches 42" for a 12" Turndown, 48" for a 18" Turndown, for more than 20% of Tj_ _ _ _ -
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 30.0" for a 12" Turndown, 36.0" for a 18" Turndown, for NO FOOTER
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. A Screen Enclosure is not to be installed on top of any of the depicted PROPOSED
Turndowns. FINISHED
GRADE r
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. Specific Details for Footer to be Provided by the screen Enclosure
Engineer,
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.
PROPOSED
FINISHED
GRADE
T
-- 3 BAR CONTINUOUS v
COMPACTED PAVER BRICK PAVER BRICK PAVER
BASE MATERIAL POOL DECK 1-#5 BAR VERTICALLY POOL DECK
AT 36 ON CENTER
' A = 12" to 18"
! B = Y4 x A (9" to 13.5') PAVER SECURED TO TOP
OF TURNDOWN BY PAVER
COMPACTED SUBGRADE PROPOSED FINISHED INDUSTRY STANDARDS
r.', GRADE (COMPACTED)
1-#5 BAR CONTINOUS m 4 MIN. SEE PAVER DECK
--I1 TURNDOWN DETAIL
FOR INFORMATION
8"'�I NOT SHOWN
4"0 CONCRETE PILASTER � II I
AT 5'-0" ON CENTER WITH io �j rEEXISTING
1-#3 BAR VERTICALLY �, I
PAVER DECK TURNDOWN
PROPOSED CONCRETE
FlNISHED POOL DECK
Gn
RADE
e... l..
T�
TTLjT
8" I 1-#5 BAR
CONTINUOUS
8" x 8" FOOTER
w
4
CONCRETECONCRETE �^ '
POOL DECK PROPOSED FINISHED POOL DECK
GRADE
24 T N Y' ✓
12"2-#5 BARS 2-#5 BARS
CONTINUOUS 12" CONTINUOUS
8" x 12" FOOTER 12" x 12" FOOTER
WER BRICK PAVER
CK
'-2-#5 BARS
12" CONTINUOUS
12" x 12" FOOTER
V PAVER DECK
FINISHED
GRADE
PROPOSED POOL DECK
FINISHED
GRADE n
i TTTZ
700 —I
8" 1-#5 BAR
CONTINUOUS
8" x 8" FOOTER
W/ PAVER DECK OCT 12 201612 2016
BRICK PAVER
IPOOL DECK - - - - - - - nw—
6
112 2-#5 BARS OO FI R Ei�# RkS
19 3 P.E. P.A.
CONTINUOUS v FL PE Ave.Ste Aloma e. Ste 124
2" FOOTER Winter Park, FL 32792
Office: (407) 275-1099
R DECK Fax: (407) 275-1015
ALTERNATE PAVER ON TURNDOWN
DRAINAGE SWALE� 1-#3 BAR CONTINUOUS
1-#5 BAR VERTICALLY
AT 36" ON CENTER
a 1-#5 BAR CONTINUOUS
n BRICK PAVER
A = 12" to 16"
8 = Y4 x A (9" to 13.5") POOL DECK
s'
' r
1 COMPACTED PAVER
BASE MATERIAL
I p• COMPACTED SUBGRADE
ALTERNATE -PAVER LOCATION
AMERICAN
POOLS & SPAS
7320 Narcoosee Rd
Orlando FL 32822
(407) 847-9322
CPC057251
Swimming Poo/ Specification For:
2506 TAMARIND DR
FORT PIERCE FL
Scale: None Rev 10 - 06/30/15 T
MAP
" '
FOOTEF:
TDH
POOL SPECS
249SF
J0z71AISTORY
m w w
JOB# HO-STU-16142
DECK PATTERN: N/A SKIMMER COLOR: WHITE
----
COPING: NIA SKIMMER LID: WHITE
BRANCH: 3"
TERMITE BOND COMPANY: N/A
PHONE NUMBER: 000-000-0000
ORIGDRAWOATE: 10AM016 CREATED: BRIAN WHISNER
E+: BRIANWHISNER®amerl—000ls.com
J N
'
POOL PERIMETER:
82 LF
REVISION AI DATE: CREATED: BRIAN WHISNER
CHANGES: NIA
BEAM
PMP011DjryyL
pC/O�/N�CR�Li�/E�y
DB:K
TRUNK: 2.5"
REVISION RA DATE: CREATED: BRIAN WHISNER
CHANGES: NIA
1
FlNISHED
BARRIERS
POOL AREA:
403 SF
REVISION #,A DATE: CREATED: BRIAN WHISNER
CHANGES: NIA
/1GA11r
GWE
RETURN.
VAr
REVISION ## DATE: CREATED: BRIAN WHISNER
REVISION #9 DATE: CREATED: BRIAN WHISNER
CHANGES: NIA
CHANGES: NIA
ALARMS -BATTERY: 7 WINDOWAND DOOR
OWNER TO INSTALL FENCING: NIA
0
H� •
POOL STEPS:
34 LF
1
p
•,
4D
33+
FLOAT
SALES CON@ULTANT: AL TEL: AYAE9322
CONSTRUCTION SUPER: CRAIG TEL:
E-: Wamsricana ob.com
E.:
REWINDS DR
ANCHOR
7 _ _
TOTAL P/D AREA:
908 SF
8• 1-#5 BAR CONIINOUS
DECK PERIMETER:
61 LF
POOL SPECIFICATIONS
X
TOTAL DECK AREA:
505 SF
POOL SHAPE: CUSTOM
POOL TYPE: GUNITE
POOL GAL: 13565
LN
POOL SIZE: 15X30
POOL DEPTH: 3'6'
o
°
Z
' TER
8 x 8" FOO
LANAI AREA:
467 SF
TILE TYPE: 6"X6"
PUMP ONE: PENTAIR SUPERFLO VS
PUMPA
W
ACRYLIC AREA:
972 SF
FILTER ONE: PENTAIR C*C 1503E
FILTERTER TWO: NIA
Q
CHILD FENCE:
75 LF
SANITIZERONE: IC40
SANITIZER TWO: NIA
r
POOL HEATER: NIA
DECK DRAIN:
59 LF
MAIN DRAINS: PENTAIR STARGUARD
SKIMMER: Yes
RETURN LINES: 3
POOL CLEANER: NIA
VAC LINE: Yes
EXTRA SUCTION: NIA
CONTROLS: SIEMENS
POOL LIGHT: WHITE LED
EXTRA STEPS: NIA
EXTRA BENCH: NIA
SUNSHELF: YES
POOL SLOPE DETAIL
4.67 TO
1 SLOPE
—14'
ROPE AND 36'4.1
RETURNS /3-T
EXISTING LANAI
" '
w> . m
Vy
--
249SF
m w w
DECK PATTERN: N/A SKIMMER COLOR: WHITE
----
COPING: NIA SKIMMER LID: WHITE
f J
TERMITE BOND COMPANY: N/A
PHONE NUMBER: 000-000-0000
PAVER BORDER: NIA SPECIAL: NIA
,
J N
'
18" TO 24" FROM POOL
BEAM
3'D
COPING FOOTER TYPE
ACRYLIC: YES PAVER: NIA
DESCRIPTION: N/A
ACRYLIC: YES PAVER: NIA DESCRIPTION: 8X8
DESCRIPTION: NIA
1
BARRIERS
6'D
6
1
CHILD FENCE: 75 LF
VAr
I
POOL LIGHT
ALARMS -BATTERY: 7 WINDOWAND DOOR
OWNER TO INSTALL FENCING: NIA
0
\
ALARMS -HARD WIRED: NIA
APS TO INSTALL FENCING: N/A
1
p
FLOAT
ANCHOR
c
-------------------------
9� EXISTING LANAI 218SF n
HO-STU-16142 Q
NO SPA
0
-- - - - - -- DECKDRAIN -----
NO SCREEN
CHILD FENCE
COLOR SELECTIONS
EQUIPOTENTVL BONDING GRID
POOL INTERIOR: WET EDGE PEARL SUPREME TEAL TILE SELECTION: SCPINPT TRIDENT TURQUOISE
CHILD FENCE
#8 BARE, SOLID COPPER
DECK PATTERN: N/A SKIMMER COLOR: WHITE
----
COPING: NIA SKIMMER LID: WHITE
CONDUCTOR ATTACHED TO
TERMITE BOND COMPANY: N/A
PHONE NUMBER: 000-000-0000
PAVER BORDER: NIA SPECIAL: NIA
THE SHELL N FOUR PLACES
18" TO 24" FROM POOL
BEAM
DECK
COPING FOOTER TYPE
ACRYLIC: YES PAVER: NIA
DESCRIPTION: N/A
ACRYLIC: YES PAVER: NIA DESCRIPTION: 8X8
DESCRIPTION: NIA
BARRIERS
6'D
CHILD FENCE: 75 LF
EXISTING FENCE)Meets COGe): NIA
POOL LIGHT
ALARMS -BATTERY: 7 WINDOWAND DOOR
OWNER TO INSTALL FENCING: NIA
0
\
ALARMS -HARD WIRED: NIA
APS TO INSTALL FENCING: N/A
0
-- - - - - -- DECKDRAIN -----
NO SCREEN
CHILD FENCE
OPTIONS
OPTION: ROPE AND FLOAT ANCHORS OPTION:
ALARM
OPTION: _ OPTION:
OPTION: _ OPTION:
LIGHT SWITCH OPTION: _ OPTION:
LOCATIONTBO AT a CCESS
PRESITE7
AMERICAN POOLS & SPAS
7320 Narcoossee Rd. Orlando, FL 32822 Office: 407-847-8322 Fax:
BUYER
NAME(S): TERRY+ FERNANDASTURGELL E-MAIL: N/A
ADDRESS: 2506 TAMARIND DRIVE
CITY: FORT PIERCE STATE: FL ZIP CODE: 34949
SCALE: 1/8" = WIFE CELL: 7723264143 HUSBAND CELL: 772-018.4844
SUBDIVISION: FT. PIERCE SHORES
LOT #: 3 PLAT BOOK: 9 PAGES #: 19 COUNTY: ST. LUCIE COUNTY
COLOR SELECTIONS
POOL INTERIOR: WET EDGE PEARL SUPREME TEAL TILE SELECTION: SCPINPT TRIDENT TURQUOISE
SPA INTERIOR: NIA TILE GROUT: WHITE
DECK COLOR: BOMBAY STEP TILE: 3X3
DECK PATTERN: N/A SKIMMER COLOR: WHITE
----
COPING: NIA SKIMMER LID: WHITE
COPING GROUT: NIA DRAIN AND FITTINGS: WHITE
PAVER BORDER: NIA SPECIAL: NIA
OPTIONS
OPTION: ROPE AND FLOAT ANCHORS OPTION:
ALARM
OPTION: _ OPTION:
OPTION: _ OPTION:
LIGHT SWITCH OPTION: _ OPTION:
LOCATIONTBO AT a CCESS
PRESITE7
AMERICAN POOLS & SPAS
7320 Narcoossee Rd. Orlando, FL 32822 Office: 407-847-8322 Fax:
BUYER
NAME(S): TERRY+ FERNANDASTURGELL E-MAIL: N/A
ADDRESS: 2506 TAMARIND DRIVE
CITY: FORT PIERCE STATE: FL ZIP CODE: 34949
SCALE: 1/8" = WIFE CELL: 7723264143 HUSBAND CELL: 772-018.4844
SUBDIVISION: FT. PIERCE SHORES
LOT #: 3 PLAT BOOK: 9 PAGES #: 19 COUNTY: ST. LUCIE COUNTY
Swimming Pool Energy Efficiency Compliance Information
Note: These Requirements apply ONLY to the Filtration Pump
ANSI 1 ASPC / ICC -15 2011
Flow Calculations:
Pool water volume 13565 1360 = 38 gpm - this is the calculated flow rate
Note: for pools under 13,000 gels. the calculated flow rate or 36 gpm whichever is greater = the filtration flow rate
Note: Is there an Auxiliary load on the filtration pump? FX Yes ❑ No
If so, what is the calculated auxilliary flow rate 36 gpm
Flow rate (low speed) 35 gpm @ 1725 rpm
Minimum suction side pipe size @ 6 fps 1.5 in. Minimum suction side branch pipe size @ 6 fps
Minimum return side pipe size @ 6 fps 1.5 in. Minimum return side branch pipe size @ 6 fps
Determine Filter Size:
.09
= 1.8
(Lengm d Sud Pipe)
Filter Factors (GPM/SF):
7
Cartridge (0.375)
❑
D E (2.0)
❑
$and (15)
1.5 in.
1.5 in.
Filter Size: O (Ri�aSa) = 9,) PENTAIR C+C 150SF
(FrterMalm aiM Mode )
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: XX
(Make,Model and Size)
Gas Heater Efficiency Rating XX (No Pilot Light)
Heater Pump Efficiency C.O.P XX
SUPERFLO VS
ANSI 5 & ANSI 7 Compliance Work Sheet
Determine Simplified TDH:
Distance ce from pool to pump in feet: 20
2' Friction loss (in suction pipe) in 2.5 Inch pipe par 18 @ 103 gPg =
3. Friction loss (in return pipe) in 2 inch pipe per 1 It. @ 103 gpm
Determine Simplified TDH (CONTINUED):
4. 20 x
.09
= 1.8
(Lengm d Sud Pipe)
(Ft of heedn B ar APS
tmH Bud. Pipe)
s. 20 x
.16
= 3.2
(LwO d Remm Reel
rR d headm fi Of Pipe)
(TDH Rehm P01
.09 (from pipe flowlfriction loss chart)
• 16 (from pipe flow/(fiction loss chart)
TDH in Piping: 5
Filter I Heater loss in TDH 7
All other losses 21
Total Dynamic Head (TDH): 33+
Determine Pipe Sizes:
Branch Piping to be 3 inch to keep velocity @ 6 fps max. at 103 gpm System Flow Rate.
Trunk, Skimmer 8
Suction Piping to be 2.5 inch to keep velocity @NO
fps max. at 103 gpm System Flow Rate.
Return Piping to be 2 inch to keep velocity @ fps max. at 103 gpm System Flow Rate.
Pump Selection. as Listed on Curve A or C (circle one)
Filtration Pump PENTAIRSUPERFLO] Maximum Flow Rate 103 gpm
Determine the Number and Type of Required In -Floor Suction Outlets:
Check all that apply.
® O 3A0 O 2 PENTAIR SG
3��
o �
Main Drain Cover PENTAIR STARGUARD
(Make aM V0 M)
suction outlets @ 144 gpm max. now
auction outlets @ gpm max. flow
channel drain @ gpm w/ ports
'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE
CALCULATED TDH.
Flow and Friction Loss Per Foot
Total Head In Feet Conversion Chart
velod -Fed PH Serand
0
2
Inches Mercury (Vacuum Gauge)
1 4 1 6 8 1 10 1 12
1 14
1 18
1 16
26 pm 035
0
OA
2.3
4.5
6.8
9.0
1 113
1 13:8
1 15.8
181
20.3
227 pm 0.10'
1
2.3
4.6
68
9.1
11A
13.6
r 15.9
1 18,1
2M
22.7
or eachor each pump
2
4.6
68
9.1
11.4
13.7
15.9
182 T
20.4
22.7
25A
Total Dynamic Head (TDH)
3
89
92
11.5
13.7
16.0
18.2
20.8
228
25.0
273
of the new or replacement pump.
4
92
115
13.8
18.0
183
20.5
228
25.1
27.3
288
5
11.5
138
191
18.3
208
228
281
21.4
28.6
31S
6
13.9
16.1
18.4
25.6
22.9
252
27.4
29.7
31.9
342
7
162
18.4
20.7
23.0
25.2
27.5
29.7 1
320
343
36S
8
105
20.7
23.0
25.3
27.5
29.8
32,0
34.3
366
388
9
20.8
1 23.1
25.3
27.6
29.8
32.1
34.3
36.6
1 38.8
1 41.1
10
23.1
25.4
1 27.6
1 29S
321
1 34A
35.7
38.9
41.2
1 43.4
11
25A
27.7
29.9
322
34.5
1 36.7
38.0
412
43.5
45.8
12
27.7
30.0
322
34S
368
1 39.0
41.3
43S
45.8
48.1
N
13
30.0
32.3
34.6
36.8
39.1
413
43.6
45.9
4B.1
50.4
14
32.3
318
36.9
39.1
41A
43.6
45.9
482
53A
52.7
75
31.8
38.9
302
47.1
43.7
45.9
IBR
50.5
52.7
55.0
16
37,0
39.2
41.5
43.7
46A4643
50.5
528
35A
57.3
5
11
393
41.5
43.8
46.1
46.3
50.6
52.8
55.1
57.4
59.6
18
41.6
43.8
46.1
494
50.6
529
55.1
57.4
59.7
61$
19
43.9
482
404
507
529
552
574
59.7
820
642
_
20
462
48.5
50.7
53.0
St2
57.5
59:8
82.0
64.3
66.5
a
21
463
50.8
53.0
553
57.6
598
62.1
643
SGS
88.9
22
50.8
53.1
1 $53
578
598
62.1
64,4
666
68.9
71.2
23
53.1
86.4
1 57.7
59A
622
64A
86:1
69A
712
73.5
24
55.4
57.7
1 60.0
62.2
64.5
65.7
69.0
71.3
135
75.8
25
57.8
60.0
1 62.3
64.5
668
W.1
718
73.6
758
78.1
26
60.1
623
64.6
86.8
69.1
71A
73,6
75.9
78,1
80.4
27
62.4
64.6
66.9
092
71A
787
75:9
702
805
82.7
28
84.7
88.9
692
71.5
73.7
76.0
782
B0.5
B28
06.0
29
67.0
693
71.5
738
78.0
78.3
Bob
828
85.1
87.3
30
69.3
71.6
738
781
783
80.8
829
85.1
87A
89.6
31
71.6
73.9
701
78A
80.7
82.9
852
87.4
89.7
92.0
32
73.9
762
78.4
60.7
83.0
852
01:6
89.7
92.0
943
33
762
78.5
80.7
83.0
85.3
87.5
098
82.0
81.3
98.6
34
78.5
808
83.1
85.3
87.6
898
92.1
AA
98.6
98.9
35
80.9
33.1
85A
878
89.9
922
944
%.7
988
1012
'NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE
CALCULATED TDH.
Flow and Friction Loss Per Foot
Schedule 40 PVC Pipe
velod -Fed PH Serand
Pbasie9
6fps 8fps
10 fps
1'
16 gi Me 21 Spn 023'
26 pm 035
1.S
37 jPM OA6 W 9P. 0.14'
62 tipm 0.21'
Y
62. ox 82 gqn 010'
103 Wn 0.16
257
88 gPFn IN 117gpm 0.09
146 girm 0.13'
Y
138 opm 004' 1B1 gpm OOT
227 pm 0.10'
4'
234 0.03' 313 gpm 0.05'
392 pm 0.0T
B'
534 002' 712 gpm O.IXY
TDH Calculation Options
or eachor each pump
Check one.
Simplified Total Dynamic Head (STDH)
Complete STDH Worksheet - FIII In all blanks.
Total Dynamic Head (TDH)
Complete Program or other talcs. Fill in required
blanks on
worksheet & attach calculations.
Maximum Flow Capacity
of the new or replacement pump.
owner
Date
spam gnaeim
CoMM*m Cert No.
p,p TdOPNOM No. Al Scale: None