HomeMy WebLinkAboutSwimming Pool Specificationsn. RA A r9h
�'4'1`080RA-ITACHMEjI
ARE THS00NSIBUTY OF THE
CON tpl-1
.,4 0 TOR OF psconD
/ �A_ rn. . I , Wiz.
.
TDH
BEAM (-1 91) BRANCH: 3".
T
DIG + HAUL RUNK: 2.5"
RETURN:2"
33+
THESE PLANS
NS AND ALL PROPOSED WORK
ARE SI&EM"TO ANNY
E, 0 U I A rl 0 F) l F I E. L 0 1 NO PE (,rCdg TW
MAY 13E NXESSARYIN C00EN TO
COMPLY WITH ALL APPLICAULE 00004,
OWNER TO REMOVE -TREE...
-40
...... IF ;a . . . . . . .
sl
ECOSYSTEM 3 WALL 6'D SPA
87 RETURNS 13 -2' RISERS
1/2" WHITE JETS
U
rBUB6BLER
4 �-29181?' z
. . BR U U '4"
SLEEVE
LA�.M V C LEE E
XD
SIP
ST L.UE COUNTY
YAC rvo
BUILL)!NG DIVISION
n. E v i p: w E,: 5,
DIV
ISION
CO
UNTY
N
T
0
Y N
17012 COAPPL lor.
7 7
REVIEWED'E.Y•
jrz=
DATE
OR
PERMIT
IT
lrND PERMIT
joa OWNER TO INSTALL BARRIER FENCE AND
MUST �---�ZXCPT ON J08 OF1
NO 1 N 81 ti 7 1; JILL Be M��
0- -N WILL- DEVADS ATTACH APPLICATION TO A —PS PERMITT
:'SEPTIC:.
HO-ROS=l 7153'.wE
POOL SPECS
POOL PERIMETER:
POOL AREA:
POOL STEPS:
TOTAL P/D AREA:
DECK PERIMETER:
TOTAL DECK AREA:
COPING:
PAVER AREA:
DECK DRAIN:
AMERICAN POOLS &. SPAS .
7320 Narcobssee Rd. Orlando, FL 32822 Office: 40.7-847-9322 Fax:
407--847-9342
82.5 LF
397 SF
42 LF
880 SF
124 LF
483SF
82.5LF 56SF_
SCALE: 1/87 = 1 -0"
JOB HISTORY
JOB# HO-ROS-17153-E
ORIG DRAW DATE: 08,09,2017 CREATED: BOBBY W
E.: - BINInfreeRomerican-pooNscom
REVISION 01 DATE: 0943-2017 CREATEMBOBBYIN
CHANGES: ADDED PI
REVISION #2 DATE: CREATED:
CHANGES:
REVISION #3 DATE: CREATEM.
CHANGES:
REVISION 04 DATE: CREATED: -
CHANGES:
REVISION 95 DATE: CREATED:
CHANGES:
SALES CONSULTANT: KATHLEEN TEL'407-847-8322' E.--
CONSTRUCTION SUPER: CRAIG' TEL:
E...
POOL
POOL SHAPE: CUSTOM.
POOL TYPE: GUNITE
POOL GAL: 13,400
POOL SIZE: 14'X29'8'.
POOL DEPTH: 3'--6'
TILE TYPE: 6" X 617
PUMP ONE: PEkTAIRSUPERVLOVS
PUMP TWO: NIA
FILTER ONE: PENTAIRC+C150SF
FILTER TWO: NIA
SANITIZER ONE: IC-40
SANITIZER TWO: 'NIA
POOL HEATER: NIA
VAC LINE: Yes
MAIN DRAINS: PENTAIRSTARGUARD'
SKIMMER: ISE
RETURN LINES: ECO:
POOL CLEANER: NIA. -
EXTRA SUCTION' NIA
CONTROLS: PE35300
POOL LIGHT: COLOR LED
EXTRA STEPS: NIA
EXTRA BENCH: YES
SUNSHELF: YES
TERMITE BOND COMPANY: WA PHONE NUMBER: 000-000-0000
DECK, doPlING. I FOOTE . R TYPE
ACRYLIC: NIA PAVER: YES- I ACRYLIC: NA PAVER: YES DESCRIPTION: NIA
DESCRIPTION: CARMEL MALT "T" DESCRIPTION; CAMEL MALT
PATTERN'
-BARRIERS
CHILD FENCE: - NIA EXISTINGFENCE(Meets Code): NIA
ALARMS -BATTERY: NIA OWNER TO INSTALL'FENCING: YES
ALARMS -HARD WIRED: 91A APS TO INSTALL FENCING: NIA
NO SCREEN
COLOR SELECTIONS
POOL INTERIOR: BLUE
TILE SELECTION: SILVER STONE AQUA MARINE
SPA INTERIOR: NIA
TILE GROUT: EARTH
DECK COLOR: CARMEL MALT
STERTILE: SANDSTONE AQUA MARINE'
DECK PATTERN: "T" PATTERN
SKIMMER COLOR: -WHITE
: CAMEL MALT
COPING:
SKIMMER LID: WHITE
COPING GROUT: NIA
DRAIN AND FITTINGS: WHITE -
SPECIAL: NIA
SPECIAL: NIA
OPTIONS
OPTION: (1) 112"WHITE SUNSHELF BUBBLER
OPTION: 1 HP BLOWER
OPTION: (2)SPAJETS IN SWIMOUT'
OPTION:
OPTION: UMBRELLA SLEEVE IN SUNSHELF
''
OPTION:
OPTION: RlDECK JETS
OPTION:
1911- , 0
BUYER
NAME(S): DAVID &.CRIiTINA-ROSKO
9-VPAIL' CROSKO-341 @-YAHOO.COM
ADDRESS: 5212 PINETREE DRIVE
CITY: FORT PIERCE
STATE: FL ZIP CODE: 34982
TEL: 772.631.3595 CELL: 000-000-0000
SUBDIVISION: NDiAN RIVER ESTATES
-
.LOT-#:15&16 PLAT.BOOK:0294 .
PAGES 2201 COUNTY: SAINT LUCIE
Ul
Swimming Pool Energy EMQI-ncy Compliance Information `
Note: These Requirements apply ONLY to the Filtration Pump
ANSI / ASPC ! ICC-15 2011
Flow Calculations:
Pool water volume 13400 1360 = 37 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? Fx]Yes a 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 1.5 , in.
Minimum return side pipe size @ 8 fps 1.5 in. Minimum return side branch pipe size @ 6 fps 1.5 in.
Determine Filter Size:
Filter Factors (GPMISF): Fx I Cartridge (0.375) 1-1 D E (2.0) F-1 Sand (15)
Filter Size: (F31aw`,Rate) / S ter Fed) _ (�3ime) PENTAIR C+C 150SF
(Filer Make and Mode )
Pump Controls:
Filtration pump has no auxiliary load- standard time clock F
Filtration pump with auxiliary load -Control model for low speed default within 24 hrs
Heater Model: )Q(
(MBke,Model and S¢e)
Gas Heater Efficiency Rating XX (No Pilot Light)
Heater Pump Efficiency C.O.P XX
ANSI 5 & ANSI 7 Compliance Work Sheet
PENT. SUPERFLO VS
Determine Simplified TDH:
Distance from pool to pump in feet: 20
2. Friction loss (in suction pipe) in 2.5
inch pipe per 1 fL @ 103 gpm =
3' Friction loss (in return pipe) in 2
inch pipe per 1 ft. @ 103 gpm =
Determine Simplified TDH (CONTINUED):
4. 20 x .09 =
1.8
(Length or SucL Pipe) (Ft of headrl 8 of Pipe)
(TDH suct. Pipe)
5. 20 x .16
= 3.2
(Length of Retum Pipe) (Ft or headll fl of Pipe)
(TDH Return Pipe)
.09 (from pipe flowlfriction loss chart)
• 16 (from pipe flowlfriction loss chart)
TDH in Piping: 5
Filter I Heater loss in TDH 7
All other losses 21
Determine Pipe Saes:
Branch Piping to be 3 inch to keep velocity@
Trunk, Skimmer &
Suction Piping to be 2.5 inch to keep velocity @
Return Piping to be 2 inch to keep velocity @
Pump Selection: as Listed on Curve A or C (circle one)
gpm System Flow Rate.
6 fpsimax. at 16
8 fps max. at 103 gpm System Flow Rate.
10 fps max. at 1 103 1 gpm System Flow Rate.
Filtration Pump PENT. SUPERFLO VS Maximum Flow Rate 103 gpm
Main Drain Cover
Determine the Number and Tvpe of Required In -Floor Suction Outlets:
t- Check all that apply.
® OO X-08 O 2 PENTAIR SG suction outlets @
O O O 3 suction outlets @
O channel drain @
Total Head In Feet Conversion Chart
Inches Mercury (Vacuum Gauge)
O 1 2 1 4 6 1 8 10 1 12 1 14 16 1 18
0
0.0
2.3
4.5
6.8
9.0
11.3
13.6
15.8
18.1
20.3
1
2.3
4.6
6.8
&1
11A
13.6.
15.9
18.1
20.4
27-7
2
4.6
6.9
9.1
11A
13.7
15.9
18.2
20.4
22.7
25.0
3
6.9
92
11.5
13J
16.0
182
20.5
22.B
25.0
27.3
4
92
11.5
13.8
16.0
18.3
20.5
22.8
2&1
273
29.6
5
11.5
13.8
1&1
18.3
20.6
22.8
25.1
-27A
29.6
31A
6
13.9
16.1
18.4
20.6
22S
25.2
27A
29.7
31.9
342
7
16.2
18.4
20J
23.0
252
27.5
29.7
32.0
34.3
35.5
8
1&5
20.7
23.0
253
275
29.8
37-0
343
36.6
38A
9
20.8.
23.1
253
27.6
29.B
32.1
34.3
36.6
38.9
41.1
10
23.1
25A
27.6
299
32.1
34A
36.7
38.9
412
43.4
11
25A
27.7
29.9
345
36.7
39.0
412
435
45.8
12
27.7
30.0
32.2
36.8
39.0
41.3 _
43.5
45.8
48.1
a� 13
30.0
323
34.6
JIA
39.1
413
43.6
452
48.1
50A
14
32.3
34.6
3&9.
41A
43.6
45.9
48.2
56.4
527
�II 15
C9
34.6
36.9
392
43.7
45.9
48.2
50.5
52.7
55.0
y 18
37.0
392
41.5
.
46.0
48.3
50.5
52.8
55.0
573
y 17
39.3
41.5
43.8
4631
48.3
50.6
52.8
55.1
67.4
59.6
18
41.6
43.8
46.1
48.4
50.6
52.9
55.1
57.4
59.7.
612
d 19
43.9
462
48A
50.7
52.9
552
57A 1
59.7
670
1 642
V5 20
462
46.5
50.7
53.0
552
575
59.8 1
67-0
843
1 66.5
IL 21
48.5
50.8
53.0
55.3
57.6
599
62.1
643
66.6
68.9
22
50.8
53.1
553
57.6
59.9
62.1
64A
66.6
68.9
712
23
53.1
55A
57.7
599
622
64.4
66.7
69.0
712
73.5
24
55.4
57.7
60.0
622
64.5
66.7
69.0
71.3
735
75.8
25
57.8
60.0
62.3
64.5
66.8
69.1
713
73.6
75.8
78.1
26
60.1
623
64.6
66.8 1
69.1
71A
73.6
75.9
78.1
BOA
27
624
64.6
66.9
692 1
71.4
73.7
752
7&2
805
82.7
28
64.7
66.9
692
71.5 1
73.7
76.0
782
80.5
82.8
85.0
29
67.0 1
69.3
71.5
73.8 1
76.0
78.3
80.5
B2.8
a5.1
873
30
69.3 1
71.6
73.8
76.1
78.3
80.6
82.9
85.1
87A
89.6
31
71.6 1
73.9
76.1
7&4
80.7
82.9
85.2
87A
89.7
92.0
32
73.9
762
78A
80.7
83.0
852
97.5
89.7
92.0
943
33
762
78.5
80.7
83.0
B53
87.5
89.8
92.0
943
96.6
34
78.5
B0.8
83.1
85.3
87.6
89b
92.1
94.4
96.6
98.9
35
80.9
83.1
BSA
87A
89.9
922
94.4
96.7
982
101.2
PENTAIR STARGUARD
(Make end Model)
144 gpm max. flow
gpm max. flow
gpm w! ports
Flow and Friction Loss Per Foot
Schedule 40 PVC Pipe
VOW*- Feet Per Second
I
Pipe Sae
6 fps
6
fps
10 fps
1•
16 9prn
0.14'
21 9pm
0.23'
26gpm
am
1.61
37 gpm
0.08'
50 gpmnm
m
021'
7
62gpm
OW
82gpmpm
a1v
2.5'
B8 pm
0.05,
117 gpmm
0.13'
31
136 gpm
0.04'
181 gpmm
0.10,
4-
234 gpm
013'
313 gpmpm
0.07'
6•
534 am
0.02'
712 gpm
TDH Calculation Options
or eac 1 pump
Check one.
SimplifiedTotal Dynamic Head (STDH)
Complete STDH Worksheet - Fill In all blanks.
Total Dynamic Head (TDH)
Complete Program or other calcs. Fill in required blanks on
worksheet & attach calculations.
Maximum Flow Capacity
of the new or replacement pump.
tractors Signature
contractors Cent. No.
o er
Total Dynamic Head (TDH): 33.}
"NOTE: FIELD TDH MUST BE EQUAL TO OR HIGHER THAN THE
CALCULATED TDH.
nlractors Telephone No.
Scale: None
1.
��. 2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
GENERAL NOTES
For pool plan, size, deck, and special details, see Contractors Pool Plan.
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.
All Pool design, construction and workmanship shall be in conformity with the
requirements of Florida Building Code, 5th Edition, 2014 (FBC) Accessibility; FBC
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.
All Pool Piping to be Schedule 40 PVC, bearing the mark of NSF Approval unless
otherwise noted.
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.
LENGTH
6" WATER COPING
WATER LINE TILES
-POOL LINE ,�, 5„ DRAIN COVER/GRATE
MUST CONFORM TO
STEPS o POOL THE LATEST EDITION
m LIGHT OF ANSI/ASME
112.19.8
POOL STEPS: ''
RISERS: 12" MAX. SUCTION OUTLET AND APPROVED GRATE
DUAL
TREAD: 10 MIN. (240 SQ. IN. MIN.) WITH 3'-0" OF SEPARATION CENTER LINE TO
CENTER LINE OR APPROVED CHANNEL DRAIN
POOL SECTION SET INTO CENTER OF 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.
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"� j (BY OTHERS)
minimum cover shall be %". BOND BEAMS)
All Metallic Pool Fittings within 5' of the inside wall and deck reinforcing steel to be WATER
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 LINE100 z C)z
form the Light Niche to the Junction Box. Completion of the pool grounding to the ~ `�
Electrical Panel Ground to be by Electrician.
Bond all Sheathed Cables Raceways Metal Piping and all Fixed Metal Parts not
00
WATER
LINE
14" MIN.
N 18" MAX.
CO TO TRANSFORMER
(BY OTHERS) 2-#3 BARS
CONT. IN
8"X8" BOND
separated by a permanent barrier, if within 5'-0" Horizontally from Water and MARBLE ; "" `---U.L. APPROVED 120 VAC/300W POOL
12'-0" Vertically of Maximum Water Level. PLASTER LIGHT W/ GFI OR 12V/400W MAX. POOL
Equipotential Bonding to be accomplished in accordance with Article 680 of the FINISH LIGHT W/ LOW WATER CUT-OFF IN U.L
Adopted National Electrical Code 2011 (NEC). APPROVED GREY PLASTIC FORMING SHELL
Pool or Patio shall bear only on Rock or Clean Sand, which shall be compacted to OR APPROVED EQUAL W/ #8 AWG BOND
provide a Structurally Safe Bearing Capacity. Any Unsuitable Material encountered in WIRE PER N.E.C.
excavation shall be removed in its entirety and the area shall be backfilled with STEELTEX (OPTIONAL) #3 BARS 12" O.C. EACH WAY
acceptable material and properly compacted. Where unsuitable Material cannot be (
removed, the pool must be redesigned. POOL STRUCTURAL DETAILS
V:.: ` \--UNDISTURBED
SOILS
`'_ (NO VOIDS)
SWIM —OUT DETAIL
DECK OVER
POUR OR
8 --I BRICK COPING
6" OF-' "-1-#3 BAR
WATER CONT. IN 5"
LINE THICK BOND
TILES BEAM
BEAM
MIN. 1Y" COVER
OVER ALL BARS
(SEE NOTE #5)
AL TERNA TE 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 THAN 1 ON 1 + 1r/////EXISTINC-
VARIES 18
Structures. COPING STRUCTL
The Des! n En ineer assumes no res onsibility for ool construction in Easements or SEE SEAT
9 9 P P PLAN
Required Setback areas. Pool Contractor and/or Owner shall verify the layout and WATER
all dimesions shown prior to construction. LINE
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 5" THERAPY
and Ordinances. LINES
Contractor shall provide adequate Temporary Fencing around the construction area ° o0 4
to prevent unauthorized entry into the Pool Area. RETURN
If a water supply is provided, a minimum 3" Atmospheric Break will be provided. LINES
All Structural, Filtration and Electrical details outlined in these drawings also relate GUNTTE
to Spa Construction. #3 BARS ® REBOUND
16. All 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. 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
2
SKIMMER LINE
3
WASTE LINE
D
3 4
RETURN LINE
5
PRESSURE CLEANING
C
VE4
LINE (OPTIONAL)
A
HAIR & LINT STRAINER
5
B B
RECIRCULATION PUMP
C
FILTER
A
D
IN-UNE CHLORINATOR
(OPTIONAL)
2 E
HEATER (OPTIONAL)
FILTER SYSTEM
#3 BARS ® 6"
O.C. EACH WAY
6" WALL -
THICKNESS
MARBLE
PLASTER
FINISH
TYPICAL WALL AND
FLOOR WITHIN
SPILLWAY PER 66 GLASS -BLOCK ANGLE OF REPOSE
CONTRACTORS POOL[LCEMEN
IN 2,500 psi
NG�(IF SPECIFIED)
`WATERLINE TILES
POOL FINISH
_--1-#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" 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.
PLAN EXPIRES 1 YEAR FROM THE
SIGNATURE DATE OR THE EFFECTIVE
DATE OF A MAJOR FLORIDA BUILDING
CODE CHANGE WHICHEVER IS SOONER
AUG 17 2017
Date
Y• `�fr `
Skilo Engineering Services, Inc.
Larry S. Schnaper, P.E.
FL PE NO..32046
2431 Aloma Ave., Ste. 124
Winter Park, FL 32792
(407) 275-1099
;ERS ARE TO BE
,,.SS BRACED PER ESCUTCHEON
MANUFACTURERS SPECS PLATE
S.S. LADDER POOL
1 -]/,,--DECK
LEVEL
`EXPANSION
SLIP RESISTANT
JOINTS AS
WEDGE REQUIRED
TREAD SURFACE
ANCHOR
ADDITIONAL CONCRETE
AS REQUIRED FOR
3" MIN. TO 6" MAX
' ` STURDY INSTALLATION
BETWEEN TREAD
AND POOL WALL
RUBBER_ #8 BARE, SOLID, COPPER
CONDUCTOR TO SHELL
BUMPER
REINFORCING
TYPICAL
LADDER DETAIL
f#8 AWG COPPER WIRE
TIME
TO SERVICE CLOCK
SPST TOGGLES I ' P.
SWITCH `� DISC.
4'-0� JUNCTION 12V
POOL BOX TRANS.
DECK
ALL ELECTRICAL WORK
SHALL CONFORM WITH
ART. 680 OF THE
3 #12 IN Yz" LATEST ADAPTED NEC.
CONDUIT
i__-12V/40OW MAX. POOL LIGHT W/ LOW
WATER CUT-OFF OR 120 V.A.C. W/ GFI
PER NEC.
ELECTRICAL DIAGRAM
1.11
AMERICAN
POOLS & SPAS
7320 Narcolasee Rd
Orlando FL 32822
PA
�407) 847-9322
CPCO57251
Swimming Pool Specification For:
5212 PINE TREE DR
FORT PIERCE FL
Scale: None Rev 10 — 06/30/15 T
n
�_ 1—#3 BAR CONTINUOUS { J 1—#3 BAR CONTINUOUS
BRICK"CONCRETE 1—#5 BAR VERTICALLY COMPACTED PAVRER POOL DECK1—#5 BAR VERTICALLY POOL DECKR
TURNDOWN NOTES COMPACTED POOL DECK
SUBGRADE
1. Detail is based on NO surcharge behind the Turndown and the Ground away from AT 36 BASE MATERIAL
ON CENTER AT 36 ON CENTER
the Turndown is Level (>4 to 1). Turndown may abut Ribbon Footer and be tied A = 6" to 24"
into Footer if Appropriate, with #3 Rebar. ' ` •N j ` PAVER ' SECURED TO TOP
�, PROPOSED FINISHED °'• ' ¢ B = - x A (4.5" to 18'� OF TURNDOWN BY PAVER
2. Turndown shall bear on Rock, Clean Sand or StructurallySound Soils >1,500 PSF GRADE (COMPACTED)
( ) : PROPOSED FINISHED INDUSTRY STANDARDS
that shall be compacted to provide Optimum Bearing Capacity and prevent Settling 1—#5 BAR CONTINUOUS 4 MIN. COMPACTED SUBGRADE 'p•:: GRADE (COMPACTED)
or Shifting. --,1 1—#5 BAR CONTINOUS m 4 MIN. SEE PAVER DECK
3. Al ReinforcingSteel is to Conform to ASTM 615, Grade 40. TURNDOWN DETAIL
8" —� 1
4"0 CONCRETE PILASTER FOR INFORMATION
0 8^ NOT SHOWN
4. Concrete shall contain Fiber Mesh and have a 28 Day Compressive Strength of AT 5 —0 ON CENTER WITH I EXISTING
2,500 PSI. 1—#3 BAR VERTICALLY I N rGRADE 4"0 CONCRETE PILASTER
# _ __ NIA AT 5'-0" ON CENTER WITH EXISTING
9 T—I IT=III e • I I� I' III— 1—#3 BAR VERTICALLY NI GRADE
5. All Construction to Conform to Florida Building Code, 5th Edition, 2014, FBC - Tj�r
Building and FBC Residential. —III=1 I LT i t T— z l l=1 I I '—I 1=� I I—
4" II,�,I�I—ICI e . I� �c � -LIL
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 ALTERNATE PAVER ON TURNDOWN
Pilaster will be required every 5'-0" that will be either 2'-0" into the Ground or PA VER DECK TURNDOWN
to 6" into the Indigenous Material, Whichever is Deeper. The Pilaster will have a CONCRETE CONCRETE DRAINAGE SWALE� 1—#3 BAR CONTINUOUS
#3 Rebar tied into the #5 Rebar in the base of the Vertical Pour.
PROPOSED POOL DECK PROPOSED POOL DECK
FINISHED FINISHED 1—#5 BAR VERTICALLY
8. A Deck Turndown is NOT intended to be a substatute for a Retaining Wall. If the GRADE GRADE " mio ,D' AT 36" ON CENTER
Vertical Dimension from the Top of the Concrete Deck to the Old (Existing) Ground �. d
reaches 36" for a 6" Turndown, 42" for a 12" Turndown, 48" for a 18" turndown, ' 1=1 I I=1 11= "'—� I=1 I 1=- —I I 1=1 11= Q 1—#5 BAR CONTINUOUS
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 I g" I 1—#5 BAR A = 6" to 24" BRICK PAVER
" °i .' POOL DECK
Turndown should not be used.CONTINUOUS B = x A (4.5 to 181
p NO FOOTER 8" x 8" FOOTER
9.• For a Paver Deck, if the Vertical Dimension from the To 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 m e'
Length or the Finished Grade Slope exceeds (steeper than) 4' Horizontally and 1' CONCRETE CONCRETE COMPACTED PAVER
Vertically, a Turndown shall not be used. PROPOSED POOL DECK PROPOSED POOL DECK ° ' • BASE MATERIAL
FINISHED FINISHED 8„ COMPACTED SUBGRADE
10, If a Screen Enclosure is to be installed, the Swimming Pool Contractor must GRADE • ,., : • •.: • °; e: ••° GRADE 0"i
coordinate Design and Construction of the Turndown Requirements with the Screen
Contractor to Ensure it meets their Requirements. —I I °... I=1 11= ALTERNATE PAVER LOCATION
12" 2—#5 BARS p. 2—#5 BARS
CONTINUOUS 12" CONTINUOUS
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
1=1 11=1 11= "'LI —F11=11-
1 11=
CONCRETE
PAVERS ON CONCRETE DECK
CONCRETE DECK MAY BE CONSTRUCTED WITH A FOOTER
OR WITHOUT A FOOTER
8" x 12" FOOTE
BRICK PAVER
PROPOSED POOL DECK
FINISHED
GRADE
• 2—#5 BARS
12" CONTINUOUS
12" x 12" FOOTER
W/ PA VER DECK
R 12" x '—"'FOOTER
BRICK PAVER
PROPOSED POOL DECK
FINISHED
GRADE r, kl
I�8" 1—#5 BAR
F'—'1 CONTINUOUS
OPTIONAL EDGE
RESTRAINT
PROPOSED
FINISHED
BRICK PAVER PROPOSED
GRADE -
POOL DECK FINISHED GRADE
COMPACTED 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
Wf PA VER DECK
BRICK PAVER
POOL DECK
12" 245 BARS
CONTINUOUS
At x 12"_ FOOTER
V/ PA VER DECK
AUG 17 2017
Skilo Engineering Services, Inc.
Larry, 9.) Schnaper, P.E.
FL, PE # 32046
2431 Aloma Ave. Ste 124
Winter Park, FL 32792
Office: (407) 275-1099
'1�
A ERICAN
POOLS & SPAS
7320 .Narcoosee Rd
Orlando FL 32822
(407) 547-9322
CPCO57251
Swimming Pool Specification For:
5212 PINE TREE DR
FORT PIERCE FL
Scale: None Rev 11 — 06/16/17 T