HomeMy WebLinkAboutResidensial Swimming Pool SpecsGENERAL 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 cYr
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. sx''
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/APSPACC-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 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. Al[ 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.
6" WtLIGHT
I COPING
WATER LINE
POOL LINE ,r, DRAIN GRATE / COVER
STEPS MUST CONFORM TO
ASME / ANSI Al12.19.8
j w OR ANY SUCCESSOR
En STANDARD
POOL STEPS: '
RISERS: 12" MAX. � DUAL SUCTION OUTLET AND APPROVED GRATE/COVER
TREAD: 10' MIN. (240 SQ. IN. MIN.) WITH S-O" OF SEPARATION CENTER LINE TO
CENTER LINE OR APPROVED CHANNEL DRAIN
SET INTO R OF
POOL SECTION POOLS DEEPEST POINT EEL GRID AT THE
(LONGITUDINAL)
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'
If Concrete is cast against Bare Earth without a Separation Barrier, the minimum 1-#3 BAR CONT. IN 5" THK WALL. 4'-0" JUNCTION BOX
cover shall be 3". With a Barrier (Steeltex) between Concrete and Earth, the (USE 2-#3 BARS CONT. IN 8"x8" (BY OTHERS) co
WATER
LINE
14" MIN.
18" MAX.
S01 LS
(NO VOIDS)
SWIM -OUT DETAIL
DECK OVER
POUR OR
�I BRICK COPING
minimum cover shall be 1Y2". Min, cover shall be 1 1/2" between steel and main drains and piping. BOND MS
6. All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be °O TO TRANSFORMER 6" OF " 1-#3 BAR
bonded to the Pool Reinforcing Steel with #8 AWG Copper Wire. The #8 Copper vWATER (BY OTHERS) WATER CONT. IN 5"
2-#3 BARS
Wire to be run internally and externally with the NEC approved PVC Light Conduit LINE z 0 w CONT. IN TINES THICK BOND
form the Light Niche to the Junction Box. Completion of the pool grounding to the J 8"X8" BOND BEAM
Electrical Panel Ground to be by Electrician. BEAM
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 U.L APPROVED LIGHT IN COMPLIANCE
12'-0" Vertically of Maximum Water Level. PLASTER WITH LATEST ADOPTED NEC MIN. 1Y" COVER _
8. Equipotential Bonding to be accomplished in accordance with Article 680 of the FINISH OVER ALL BARS
Adopted National Electrical Code 2017 (NEC). (SEE NOTE #5)
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 ALTERNATE BEAM
excavation shall be removed in its entirety and the area shall be backfilled with STEELTEX ( OPTIONAL)
acceptable material and properly compacted. Where unsuitable Material cannot be #3 BARS @ 12" O.C. EACH WAY
removed, the pool must be redesigned. POOL STRUCTURAL DETAILS
10. The Contractor must protect Existing Structures from failure by acceptable methods DISTANCE LESS
if required. The Engineer accepts no responsibility for the safety of Existing VARIES 18" 1 THAN 1 ON 1 + 1
Structures. COPING
11 The Design Engineer assumes no res onsibility for pool construction in Easements or SEE SEAT
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and
all dimesions shown to construction.
WATER
PLAN JETS MAY RUNS
�� '? HORIZONTALL
WATER
LIN'4` E
prior
FINE
12.
Contractor shall determine the location of all Utilities in relation to the Pool and its
WITHIN WALL
5
#3 BARS @ 6"
Equipment and ensure minimum clearances in accordance with Local Regulations
THERAPY
O.C. EACH WAY
and Ordinances.
LINES
13.
Contractor shall provide adequate Temporary Fencing around the construction area
ao
4"
6" WALL -
14.
to prevent unauthorized entry into the Pool Area.
If a water supply is provided, a minimum 3" Atmospheric Break will be provided.
RETURN
.-:;.; .: i° t LINES
THICKNESS
MARBLE--
15.
All Structural, Filtration and Electrical details outlined in these drawings also relate
GUNITE
PLASTER
to Spa Construction. #3
BARS @
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
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
2
SKIMMER LINE
E
3
WASTE LINE
D
3 4
RETURN LINE
5
PRESSURE CLEANING
C
LINE (OPTIONAL)
A
HAIR & LINT STRAINER
5 B B
RECIRCULATION PUMP
4
C
FILTER
A
D
IN -LINE CHLORINATOR
(OPTIONAL)
E HEATER (OPTIONAL)
FILTER SYSTEM
SPILLWAY PER
CONTRACTORS POOL
PLAN
FLOOR WITHIN
RAISED SPA WALLS
THICKER THAN 10' SHALL ANGLE OF REPOSE
HAVE 2 MATS OF STEEL-#3
BARS @ 12" O.C.E.W.
�� --WATERLINE 11LES
INTERIOR
POOL FINISH
' -1-#3 REBAR @ 12"
O.C.E.W.
RAISED SPA DETAIL
FINISH DETAIL
NEW OR
STRUCTURE
LADDERS ARE TO BE
CROSS BRACED PER ESCUTCHEON
MANUFACTURERS SPECS PLATE
S.S. LADDER 00 POOL
_ DECK
W WATER 1—
RESISTANT
ISLIP
JOINTS AS
WEDGE REQUIRED
TREAD SURFACE
ANCHOR
ADDITIONAL CONCRETE
AS REQUIRED FOR
3" MIN. TO 6" MAX
' ' STURDY INSTALLATION
BETWEEN TREAD
AND POOL WALL
#8 BARE, SOLID, COPPER
RUBBER
BUMPER
CONDUCTOR TO SHELL
REINFORCING
TYPICAL
LADDER DETAIL
f #8 AWG COPPER WIRE
LINE
RECEIVED
DEC 14 2021
St. Lucie County
Permitting
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.
PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON
THE \ FF�
JTIIMfi PATE OF A MAJOR CODE CHANGE.
�.•.•
�EIVs o.�� DEC 10 021
NO. 32046
STATE OF
.•"` ���\
/,l11Z//yy`y�;10.1'n
Skilo Engineering Services, Inc.
Larry B. Schnaper, PE - FL PE NO. 32046
2431 Aloma Ave., Ste.124
NTS Winter Park, FL 32792 (407) 275-1099
TIME
TO SERVICE CLOCK
SPST TOGGLE W.P.-
SWITCH DISC.
4'-0" JUNCTION 12V
POOL BOX TRANS.
DECK co '
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
REVIEWED FOR
CODE COMPLIANCE
sr. LUCIE %.VWCOUNTY Bor
OASIS :POOLS &SPAS OF THE.
TREASURE COAST WC_
fi65:�4TH ST
VEMBEACH FL -32900
RESIDENTIAL SWIMMING POOL
SPECIFICATION FOR:
WINKLAREK RESIDENCE
2986 BENT PINE 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 s
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 CONTINUOUS —
or Shifting.
3. All Reinforcing Steel is to Conform to ASTM 615, Grade 40. REFER TO NOTE 7:
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
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 64-1000 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.
CONCRETE
POOL DECK
1—#3 BAR CONTINUOUS
r-1—#5 BAR VERTICALLY
AT 36" ON CENTER
N
o PROPOSED FINISHED
~ GRADE (COMPACTED)
I
4 MIN.
rEXISTING
N, I GRADE
CONCRETE DECK TURNDOWN
PROPOSED CONCRETE
FINISHED POOL DECK
GRADE R z
d.
1=1 11=1 11=11=1 11
COMPACTED PAVER """ DECK
BASE MATERIAL POOL
C
REFER TO NOTE 7: 8"�
4"0 CONCRETE PILASTER
AT 5'-0" ON CENTER WITHI.
1—#3 BAR VERTICALLY
—#3 BAR CONTINUOUS
-1—#5 BAR VERTICALLY
AT 36" ON CENTER
A = 6" to 24"
B = Y4 x A (4.5" to 1811
PROPOSED FINISHED
GRADE (COMPACTED)
m 4. MIN.
ccEXISTING
N, rGRADE
I —I I
�� Pi. 64- ��io z II=III—
�
4n
PA VER DECK TURNDOWN
PROPOSED CONCRETE
FINISHED POOL DECK
GRADE
g" 1'�'�145 BAR
F'—�1 CONTINUOUS
NO FOOTER 8" x 8" FOOTER
PROPOSED CONCRETE PROPOSED CONCRETE
FINISHED POOL DECK FINISHED POOL DECK
GRADE GRADE z
—I I, ..... . I —III ' N —I I,Z-r—
W
12" 2—#5 BARS 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
_ t GRADE
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
y •
1—#5 BAR VERTICALLY
D'
AT 36" ON CENTER
a
1—#5 BAR CONTINUOUS
°s •
A = 6" to 24"
DECK
B = x A (4.5" to 18'� >•
PAVER, TRAVERTINE,
G
OR CONCRETE
O° •
-PACTED BASE
• ,
MATERIAL FOR PAVER
...
OR TRAVERTINE DECK
8
COMPACTED SUBGRADE
TURN UP CURB DETAIL
• PLAN EXPIRES 1 YEAR FROM SIGNATURE DATE OR ON THE
D. .
2—#5 BARS 8" 1—#5 BAR EFFECTIVE DATE OF A MAJOR CODE CHANGE.
12" CONTINUOUS CONTINUOUS
,\\X111t+lurri�,���
" " " „ \�\\\`_ 3 Sc�y'i�, DEC 10 2021
12 x 12 FOOTER 8 x 8 FOOTER
.•e• '�f
WZ PA VER DECK W/ PA VER DECK ��Q'�,rcEvF ���'%
TRAVERTINE OR OPTIONAL EDGE
BRICK PAVER TRAVERTINE OR RESTRAINT
PROPOSEDA POOL DECK BRICK PAVER PROPOSED
FINISHED POOL DECK FINISHED GRADE
GRADE
COMPACTED i i COMPACTED
CONCRETE SUBGRADE PAVER BASE
PAVERS 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
PROPOSED
FINISHED
GRADE -
I
BRICK PAVER OR TRAVERTINE
POOL DECK — NO. 32046
STATE OF
a i i I —III- e
12" Z—fCONTISNUOUS /'N L �\\\
8" x 12" FOOTER ry B. Engipneering Services, Inc.
Lar B. Schna er, PE - FL PE NO. 32046
W/ PAVER DECK 24Aloma Ave., Ste.1
NTS _ Winter Parkk,, 2 FL 32792 (407) 75-1099
REVIEWED
FOR
30E COMPLIANCE
CIE COUNTY BOCC
OASIS POOL'S A. SPAS OF THE
TREASUR€ COAST ING:
665 4TH sT
'11ER0 SEdGH FL 329Q0;
DECK, FOOTER, AND TURNDOWN
SPECIFICATION SHEET FOR:
WINKLAREK RESIDENCE
2986 BENT PINE DR
FORT PIERCE FL 349511