HomeMy WebLinkAboutPool Design DrawingPOOL DESIGN DRAWING
POOL SPECS
POOL PERIMETER:
87
POOL AREA:
400
POOL STEPS:
35
TOTAL P/D AREA:
983
DECK PERIMETER:
133
TOTAL DECK AREA:
583
COPING:
87
LANAI AREA:
0
ACRYLIC AREA:
583
DECK DRAIN:
44.8
4 TO 1 MAX SLOPE
8" X 8" FOOTER DETAIL
Concrete Pool Deck
Proposed Finish
8„ :�:s_'^.. lad ,.,� 4"
I�
g" 1 - #5 BAR Continuous
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Scale: 1/8" = 1 ft
OASIS POOLS & SPAS OF THE TREASURE COAST
665 4TH STREET VERO BEACH, FLORIDA 32962
SCALE: 1/8"-=1'0"
POOL
POOL SHAPE: CUSTOM
POOL TYPE: GUNITE POOL GAL: 9975
POOL SIZE: 14X 28
POOL DEPTH: 3 TO 6 EXTRA STEPS: N/A
TILE TYPE: WATERSIDE LAKE BLUE 2X6 SUNSHELF: YES EXTRA BENCH: N/A
PUMP ONE: TNTFI I TFI Ow Tr?n
PUMP TWO: N/A
FILTER ONE: PENTAIR 200 CARTRDIGE FILTER TWO: N/A
SANITIZER ONE: SALT
SANITIZER TWO: N/A
POOL HEATER: 125K THERAMEU
VAC LINE: Yes
MAIN DRAINS: STARGUARD
SKIMMER: Yes RETURN LINES: 3
POOL CLEANER: XXXXXX
EXTRA SUCTION: N/A
CONTROLS: SCREEN LOGIC
POOL LIGHT: 2 COLOR GLOBRITE
SPA SPECIFICATIONS
SPA SHAPE: NO
SPA GAL: NO SPA TYPE: NO
SPA SIZE: NO
SPA DEPTH: NO
TILE TYPE:
SPA JETS: XXXXX
SPA DRAINS: XXXXXX
SPA BLOWER: NO
SPA LIGHT: NO
SPA HEATER: NO
SPA SPILLWAY TYPE: XXXXXX
TERMITE BOND COMPANY: XXXX
PHONE NUMBER: 000-000-0000
DECK
COPING FOOTER TYPE
ACRYLIC: YES PAVER: XXX
ACRYLIC: YES PAVER: XXX DESCRIPTION: XXX
DESCRIPTION: BOMBAY
DESCRIPTION: BOMBAY
BARRIERS
CHILD FENCE: XXXXXX
EXISTING FENCE(Meets Code): N/A
ALARMS -BATTERY: YES
OWNER TO INSTALL FENCING: N/A
ALARMS -HARD WIRED: N/A
APS TO INSTALL FENCING: XXXXX
SCREEN ENCLOSURE
SCREEN: YES
STYLE: MANSARD DOORS: 2 EAVE HEIGHT: 10'
SCREEN COLOR: BLACK
ALUMINUM COLOR: WHITE ELITE ROOF SQ.FT. N/A
SCREEN INSERTS:
GUTTERS & DOWNSPOUTS: AS NEEDED
Note to screen companies: If eave varies from plan, stop and notify OASIS POOLS & SPAS immediately.
COLOR SELECTIONS
POOL INTERIOR: BLUE GEM
TILE SELECTION: WATERSIDE LAKE BLUE 2X6 PB-WLB
SPA INTERIOR:
TILE GROUT: WHITE
DECK COLOR: BOMBAY
STEP TILE: N/A
DECK PATTERN:
SKIMMER COLOR: WHITE
COPING: BOMBAY
SKIMMER LID: WHITE
COPING GROUT: WHITE
DRAIN AND FITTINGS: WHITE
SPECIAL: XXXXX
SPECIAL: N/A
OPTIONS
OPTION: 24" SHEER WATERFALL + WALL OPTION: 2 SNOOPY THEMED MOSAICS
OPTION:
OPTION:
OPTION:
OPTION:
OPTION:
OPTION:
BUYER
NAME(S): TAMMI BUCHANON
ADDRESS: 2694 CONIFER DR
CITY: FT PIERCE STATE: FL
TEL: XXXX CELL: XXXX
SUBDIVISION: MEADOWWOOD
E-MAIL:
ZIP CODE: 34951
LOT #: 44 PLAT BOOK: 38 PAGES #: 27 COUNTY: ST LUCIE
N
GENERAL NOTES I -
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 z
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, 7th Edition, 2020 (FBC) Accessibility; FBC
Building; FBC Residential, and; ANSI/APSPflCC-3, ANSI/APSP/ICC4,
ANSI/APSP/ICC-5;ANSI/APSP/ICC-6 and ANSI/APSP-7; NSI/APSP-15 and the
Adopted National Electric Code 2017 (NEC) and
Chapter 45 of the Florida Building Code, 7 th Edition, 2020, 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.
POOL
STEPS
POOL STEPS: '
RISERS: 12" MAX.
TREAD: 10" MIN. (240 SQ. IN. MIN.)
6" WATER I COPING
LINE TILES
Ln
5..
V DRAIN GRATE / COVER
>¢
` MUST CONFORM TO
z
POOL
ASME / ANSI Al12.19.8
Inw
LIGHT
OR ANY SUCCESSOR
(n
STANDARD
'DUAL SUCTION OUTLET AND APPROVED GRATE/COV
WITH 3'-0" OF SEPARATION CENTER LINE TO
CENTER LINE OR APPROVED CHANNEL DRAIN
POOL SECTION PSET OOLS INTO
DEEPESTCNTERPOOF INT EL 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 %". Min. cover shall be 1 1/2' between steel and main drains and piping.
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
WATER
Wire to be run internally and externally with the NEC approved PVC Light Conduit
LINE U,
10z o z
form the Light Niche to the Junction Box. Completion of the pool grounding to the
~UJ
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
MARBLE
12'-0" Vertically of Maximum Water Level.
PLASTER
8. Equipotential Bonding to be accomplished in accordance with Article 680 of the
FINISH
Adopted National Electrical Code 2017 (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 entiret and the area shall b b kflled w'th
on
li
-CONCRETE 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. F'
4 —0 .i JUNCTION BOX
j �(BY OTHERS)
°O TO TRANSFORMER
(BY OTHERS) 2—#3 BARS
CONT. IN
8"X8" BOND
U.L APPROVED LIGHT IN COMPLIANCE
WITH LATEST ADOPTED NEC
y e ac STEELTEX OPTIONAL
acceptable material and properly compacted. Where unsuitable Material cannot be (OPTIONAL) #3 BARS ®12" O.C. EACH WAY
removed, the pool must be redesigned. POOL STRUCTURAL DETAILS
SWIM -OUT DETAIL
DECK OVER
POUR OR
BRICK COPING
LINE
6" OF 1—#3 BAR
WATER CONT. IN 5"
LINE THICK BOND
TILES BEAM
BEAM
MIN. %" COVER
OVER ALL BARS
(SEE NOTE #5)
ALTERNATE BEAM
FINISH DETAIL
The Contractor must protect Existing Structures from failure by acceptable methods DISTANCE LESS NEW OR
if required. The Engineer accepts no responsibility for the safety of Existing 18'1 THAN 1 ON 1 + 1 EXISTING
VARIES
Structures. COPING STRUCTURE
The Design Engineer assumes no responsibility for pool construction in Easements or SEE SEAT
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and WATER
PLAN JETS MAY RUNS
WATER
all dimesions shown prior to construction. LINE
�� '� HORIZONTALL
LINE E
12.
Contractor shall determine the location of all Utilities in relation to the Pool and its 00WITHIN
WALL
#3 BARS ®6"
Equipment and ensure minimum clearances in accordance with Local Regulations
5 THERAPY
O.C. EACH WAY
and Ordinances.
ONES
13.
Contractor shall provide adequate Temporary Fencing around the construction area o0
4
6" WALL -
to prevent unauthorized entry into the Pool Area.
RETURN
THICKNESS
14.
If a water supply is provided, a minimum 3" Atmospheric Break will be provided. io
ONES
MARBLE —
15.
All Structural, Filtration and Electrical details outlined in these drawings also relate
GUNITE
PLASTER
to Spa Construction. #3 BARS Cat
REBOUND
FINISH
16.
All Pool and Spa Heaters shall be equipped with an On/Off Switch mounted for 12" O.C.E.W.
RAINS AND DRAIN GRATE / COVER
easy access to allow the Heater to be Shut Off without adjusting the Thermostat
TO COMPLY WITH ASME / ANSI Al12.19.8
settings and to allow restarting without relighting the Pilot Light.
OR ANY SUCCESSOR STANDARD
.-I'r-
17. WARNING! To empty the Pool for any reason, the Hydrostatic Uplift Pressure must SPA STRUCTURAL DETAILS TYPICAL WALL AND
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 PLAN
4 RETURN LINE
5 PRESSURE CLEANING y
LINE (OPTIONAL) ;14
A HAIR & LINT STRAINER
5 B B RECIRCULATION PUMP
4 C FILTER
A D IN—UNE CHLORINATOR
FIL TER SYSTEM
(OPTIONAL)
E HEATER (OPTIONAL)
FLOOR WITHIN
THISED SPA WA
ICKER THAN 1L0' SHALL ANGLE OF REPOSE
HAVE 2 MATS OF STEEL-#3
BARS @ 12" O.C.E.W.
—� WATERLINE TILES
INTERIOR
POOL FINISH
---#3 REBAR @ 12"
O.C.E.W.
RAISED SPA DETAIL
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" 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.
LADDERS ARE TO BE
CROSS BRACED PER
MANUFACTURERS SPECS
S.S. LADDER7---4
SUP RESISTANT
TREAD SURFACE
PL`ATE - -
POOL
DECK
--EXPANSION
JOINTS AS
WEDGE REQUIRED
ANCHOR
ADDITIONAL CONCRETE
AS REQUIRED FOR
3" MIN. TO 6" MAX ' ` STURDY INSTALLATION
BETWEEN TREAD j.
#8 BARE, SOLID, COPPER
AND POOL WALL RUBBER �— CONDUCTOR TO SHELL
BUMPER REINFORCING
TYPICAL LADDER DETAIL
f#8 AWG COPPER WIRE
TIME
TO SERVICE CLOCK
SPST TOGGLES I W p
4'-0" _
SWITCH y DISC.
JUNCTION 12V
POOL BOX TRANS.
F DECK
PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON
THE EFFECTIVE DATE OF A MAJOR CODE CHANGE.
\��\\\\ \ I I I I I I I //////,
\�\\\� g. SCyN JULY 14 2021
NQ�; ENSF •9'��
i
l
NO.32046 c
STATE OF
_
/OIVAL
�f / l I! 1 I I I I I��
Skilo Engineering Services Inc.
Larry B. Schnaper, PE - FL PE O. 32046
2431 Aloma Ave., Ste.124
NTS Winter Park, FL 32792 (4C7) 275-1099
-- ALL ELECTRICAL WORK
SHALL CONFORM WITH
ART. 680 OF THE
3 #12 IN Y2" LATEST ADAPTED NEC.
CONDUIT
U.L APPROVED LIGHT IN COMPLIANCE
WITH LATEST ADOPTED NEC
ELECTRICAL DIAGRAM
oQ4
0A9IS POOLS & SPAS OF THE
TREASURE; C* bAST. UG`
665 4iH ST
VERO BEACH FL 32900
.772) 226-71916
RESIDENTIAL SWIMMING POOL
SPECIFICATION FOR:
BUCHANON RESIDENCE
2694 CONIFER DR
FORT PIERCE FL 34951
TURNDOWN NOTES COMPACTED
1. Detail is based on NO surcharge behind the Turndown and the Ground away from SUBGRADE
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 1—#5 BAR
or Shifting.
—#3 BAR CONTINUOUS
CONCRETE
POOL DECK[�A�
#5 BAR VERTICALLY
36" ON CENTER
3. All Reinforcing Steel is to Conform to ASTM 615, Grade 40. REFER TO NOTE 7: 8
4"0 CONCRETE PILASTER
4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of AT 5'-0" ON CENTER WITH
2,500 PSI. 1—#3 BAR VERTICALLY
5. All Construction to Conform to Florida Building Code, 7th Edition, 2020, FBC —� I I=III—III
Building and FBC Residential. " =1 11=1 I ° �'-
6. Refer to Contractor's Plan on file with the Building Department for Details on 4"
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.
FO0TER 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• Paver or Travertine deck may be placed over the top of the footer or abutting
the side of the footer.
Z
OPOSED FINISHED
DE (COMPACTED)
4 MIN.
NI rEXISTING
GRADE
II=111II—_
CONCRETE DECK TURNDOWN
PROPOSED CONCRETE
FINISHEDA POOL DECK
GRADE
11--
TRAVERTINE OR
COMPACTED PAVER BRICK PAVER
BASE MATERIAL POOL DECK
D'
C.
i
COMPACTED SUBGRADE
1—#5 BAR CONTINOUS o�
FfI
REFER TO NOTE 7: 8"
4"0 CONCRETE PILASTER
AT 5'-0" ON CENTER WITH
1—#3 BAR VERTICALLY
1—#3 BAR CONTINUOUS
—1—#5 BAR VERTICALLY
AT 36" ON CENTER
A = 6" to 24"
a B=4xA(4.5"to18�
PROPOSED FINISHED
GRADE (COMPACTED)
m 4 MIN.
�1
CI EXISTING
rGRADE
4"
PAVER
DECK TURNDOWN
PROPOSED CONCRETE
POOL DECK
FINISHED
GRADE
Dmtl
g" I
1—#5 BAR
f �I
CONTINUOUS
NO FOOTER 8" x 8" FO0TER
PROPOSED CONCRETE PROPOSED CONCRETE
FINISHED POOL DECK FINISHED POOL DECK
GRADE r7 " GRADE t.. ..
'
12" 2—#5 BARS D. 2—#5 BARS
CONTINUOUS 12" CONTINUOUS
8" x 12" FOOTER 12" x 12" FOOTER
BRICK PAVER OR TRAVERTINE BRICK PAVER OR TRAVERTINE
PROPOSED POOL DECK PROPOSED POOL DECK
FINISHED FINISHED
GRADE
rn I=1 I I- GRADE I_-
�z
N , I I.
BRICK PAVER OR TRAVERTINE
POOL DECK
PAVER SECURED TO TOP
OF TURNDOWN BY PAVER
INDUSTRY STANDARDS
SEE PAVER DECK
TURNDOWN DETAIL
FOR INFORMATION
NOT SHOWN
ALTERNATE PAVER ON TURNDOWN
DRAINAGE SWALE�
1—#3 BAR CONTINUOUS
1—#5 BAR VERTICALLY
AT 36" ON CENTER
Q
1—#5 BAR CONTINUOUS
'
A = 6" to 24"
DECK
B = 4 x A (4.5" to 18' ,d
PAVER, TRAVERTINE,
G
OR CONCRETE
PACTED BASE
MATERIAL FOR PAVER
OR TRAVERTINE DECK
g^
COMPACTED SUBGRADE
TURN UP CURB DETAIL
• PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON THE
2—#5 BARS I R^ I 1—#5 BAR EFFECTIVE DATE OF A MAJOR CODE CHANGE.
12" CONTINUOUS �—{ CONTINUOUS xo1111IIIIlIII/L/,
" " s' " �N,\ •$'' C'7 �/i JULY 14 2021
12 x 12 FOOTER 8 x 8 FOOTER �` N
W/ PAVER DECK W1 PAVER DECK � '•• ��cENSFe% ;:
TRAVERTINE OR PROPOSED
BRICK PAVER OPTIONAL EDGE
POOL DECK TRAVERTINE OR RESTRAINT FINISHED
PROPOSED BRICK PAVER PROPOSED GRADE
FINISHED)Ii POOL DECK FINISHED GRADE
GRADE
I-1 I f— I I— "'—� 1=1 11- COMPACTED i COMPACTED
CONCRETE SUBGRADE PAVER BASE
PA VERS ON CONCRETE DECK PA VER DECK WITHOUT FOOTER
CONCRETE DECK MAY BE CONSTRUCTED WITH A FOOTER OPTIONAL: CONCRETE OR PLASTIC EDGE RESTRAINT MAY BE
OR WITHOUT A FOOTER ADDED TO THE DECK PERIMETER AS NEEDED TO SECURE PAVERS
BRICK PAVER OR TRAVERTINE
POOL DECK
5
-- --JS
NTS
NO. 32046
-o ;• STATE OF
O�� OR10 P•'� O. NNE
i /OAI L 040'� `�\
l/III11111
Skilo Engineering Service , Inc.
Larry B. Schnaper, PE - FL PE O. 32046
2431 Aloma Ave., Ste.124
Winter Park, FL 32792 (407) 275-1099
OASIS POOLS' 8 SPAS C3F:-(HE
Tf3EA'S.URE COAST;: INC.
665 4TH ST
1IER0 BEACH �L.329t3U
M 226'4196: .
DECK. FOOTER, AND TURNDOWN
SPECIFICATION SHEET FOR:
BUCHANON RESIDENCE
2694 CONIFER DR
FORT PIERCE FL 34951