15-323-001i N1
I- ALL FLOOR'S AND WALLS OF POOL TO BE CONCRETE SHALL BE
PNEUMATICALLY PLACED (514OTCRETE OR GUNITE) A 28 DAY MINIMUM
C-OMPRE551VE STRENGTH OF 2500 PSI.
2- ALL REINFORCING 5TEEL TO CONFORM TO ASTM 615 GRADE 60.
3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL WITH
LOGO PRINTED. PLASTIC PIPE" SUBJECT TO A PERIOD OF PROLONGED SUNLIGHT
EXPOSURE SHALL BE COATED TO PROTECT IT FROM ULTRAVIOLET LIGHT
DEGRADE - FBC R4101b5
4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER 8410120 OF THE FBC.
5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT
CLEAN SANDS OR ROCK WHICH SHALL BE COMPACTED TO PROVIDE A SAFE
BEARING CAPACITY OF 2000 PSF. ANY ORGANICS, MARLS, OR OTHER TYPES OF
DELETERIOUS MATERIALS ENCOUNTERED ON EXCAVATION SHALL BE REMOVED
(DEMUCKED) IN THEIR ENTIRETY AND THE AREA SHALL BE BACKFILLED WITH
ACCEPTABLE 501L AND COMPACTED IN 12' THICK LAYERS. WHERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED, THE
POOL SHALL BE REDESIGN FOR PILING.
6- IN ALL CA5E5 THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO
PROTECT EXISTING STRUCTURES FROM FAILURE BY SHORING, UNDERPINNING OR
ANY OTHER METHOD IF REQUIRED. THE DESIGN ENGINEER ASSUMES NO
RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURE.
I- THE DESIGN ENGINEER ASEUME5 NO RESPONSIBILITY FOR POOL
CONSTRICTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS NOT
PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE ARE SO
INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR AND / OR OWNER SHALL
VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION.
8- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE.
MINIMUM CLEARANCE DIMENSIONS SHALL BE HELD AND SHALL BE AS REQUIRED
BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 10 FEET
FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER EDGE AND 5 FEET FROM
UNDERGROUND ELECTRIC LINES.
9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF
CONSUMER PRODUCTS SAFETY COMMISSION, WDL, AND FBC R424.I12
10- MINIMUM 4' -0' HiGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN
UNSCREENED AREAS. COMPLY WITH CHAPTER R4101.11 OF THE F.B.G.
11 -WHERE POOL5 ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS
SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD
CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE
SUPPORTING SOIL AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN
THE SOILS BEHIND THEM, THEY SHALL BE REPLACED OR REPAIRE=D. CONTINUAL
MAINTENANCE OF THE WALLS 15 REQUIRED OF THE PROPERTY OWNER WHEN
EXCAVATING FOR THE POOL, THE SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE
CONCRETE DEAD -MEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER FOR
INSTRUCTIONS.
12 -THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE
PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMK15HED WITH
CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK
LAYER5. EACH LAYER SHALL BE COMPACTED TO W % OF THE SOILS MAXIMUM
DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A
51MILAR MANNER
13 -WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DE51GN NOTES SHOWN
ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY
OTHERS.
14- WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRESSURES BENEATH THE POOL MUST
BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE OWNER MUST
CON5ULT AND POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT
PRE5SURES.
15- THIS PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT IS NOT
TRANSFERABLE FROM ONE CONTRACTOR TO ANOTHER WITHOUT THE WRITTEN
PERMISSION OF THE DESIGN ENGINEER AND TO THE BE=ST OF OUR PROFE55IONAL
KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED IN COMPLIANCE WITH THE
ANSI -NSPI -5 -2003 AND FBC AND ALL APPLICABLE LOCAL CODES AND
REGULATIONS.
16- CONCRETE POOL DECK, SHALL BE PROVIDED W/ 1/4' WIDE SAWCUT CRACK
CONTROL JOINTS SPACED AT 5' -0' O.G. OR FOR AN EFFECTIVE CONCRETE AREA
OF 150 5a FT. CRACK CONTROL JOINTS SHALL BE SAWC.UT AT A DEPTH OF 1/3 THE
SLAB THiC►-:NE55.
STRl cnAAL NOTES
L ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 26 DAY COMPRESSIVE
STRENGTH OF f'c =2,500 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD STRENGTH OF
Fy =(,0000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE
A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF f'c =2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A RATIONAL DESIGN
APPROACH BASED ON ACCEPTED ENGINEERING PRINCIPLES.
5. ALL REINFORCING SPLICES SHALL BE Is' IN LENGTH LNLE55 OTHERWISE
INDICATED ON THESE PLANS.
RX STA1TMW
SOIL CONDITION AT 51TE BY VISUAL INSPECTION INDICATES AN ALLOWABLE
BEARING CAPACITY OF 2 )&)0 P.S.F. (UNDISTURBED SAND AND /OR ROCK)
UPON EXCAVATION OF POOL, PRIOR TO THE INSTALLATION OF POOL FOUNDATION
SYSTEM THE BUILDING OFFICIAL SHALL BE PROVIDED WiTH A STATEMENT FROM AN
ARCHITECT OR ENGINE=ER 1'0 CERTIFY THE PRESUMPTIVE $OIL BEARING CAPACITY.
it 1._
DE
WATER LEVEL
6' TILE (SELECTED
3Y OWNER)
°ROVIDEE DIFFERENT
:OLOR TILE NON -SLIP
AT SWIMOUT EDGE
.'OPTIONAL)
SWIMW MAL
POC)I. S1HPS DEfAL
(A) RI5ER HEIGHT MUST BE UNIFORM (12' MAX.)
(B) TREAD LENGTH 10' MINIMUM
(C) CONTRASTING TILE AT EDGE (OPTIONAL.)
COPING
WATER LEVEL —�
TOP OF Pool
4'
EL. + 80' N.G.VD. � —
F- -L. 10'-0'
6' WIDE CERAMIC TILES
(`;ELECTED BY OWNER) - --
POOL FINISH (SELECTED
BY OWNER)
1.
BOTTOM OF POOL /
AT SHALLOW END
EL. + 45' NG.VD.
EL. - 3'46'
12' CONCRETE SLAB WITH " V o'��
3 * V O.C. TOP AND
BOTTOM EACH WAY � t
BOTTOM OF POOL
AT DEEP END
EL. + 25 N.G.VD.
EL. - 5' -6'
TOP OF POOL
EL. + 6.0' N.G.VD.
EL. t 0' -0'
BOTTOM OF POOL
AT SHALLOW END
EL, 4 4B' N.G.VD. - -- — — —
EL. - 3'4'
COPING
TO f
i -- 6' CONCRETE WALL WITH
" 3 * 9' O.G. EACH WAY
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1
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STEEL TEXT FORM
OR KRAFT FORM
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I— STD HOOK
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TYPICAL WALL SECTION
3' -0' 1' -0' I' -0'
J
5
2' -3"
/ a'
RIM AM WAu TFICM Sam
WALL THICKNESS
TOP
BOTTOM
PLACED CONCRETE
(0'
6'
FLOOR THICKNESS
BOTTOM
PLACED CONCRETE
12'
ROTATION ANMYS5
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WATER LEVEL ELEVATION (TOT,' OF WALL)
6.0'
POOL DEPTH (BOTTOM OF SLAB)
55'
LOW POINT POOL LEVEL
25'
FLOOD CRITERIA
1f0'
F.C. DEPTH LEVEL
45'
LESS HYDROVERTICAL
-2.0'
HYDROSTATIC UPLIFT
25
UPLIFT x Wt OF WATER 25' x 62.4 •
SLAB Thiele = �— - = 1.04' = 12'
Wt OF CONCRETE 150 •
3,313 sq.ft.
A& min. = 00M x t (Slab thidvxs") x b (column of water)
6,111 sq.ft.
As min.= OMx12x12 =0.28
Spacirle = Bar 1 - • 3= (0,11) = 035 = 41/2'x 2 (T4B) = S'
As miry 025
TI-EFEFORE U5E 12' CONGWTE SLAB WITH • 3 0 VOL.
TOP AND BOTTOM EACH WAY
O
30' -0'
WATER LEVEL COPING
- 6' TILE (SELECTED
BY OWNER) FROI 'OSIED
FOOL
SLOPE r12' CONCRETE SLAB WITH "
I/7� Max. 3 * V O.C. TOP AND
BOTTOM EACH WAY
WELL COMPACTED FILL GRAVEL —
11/4 HYDRO VALVE
TYPICAL POOL SECTION
SCALE: 3/a' = 1' -0'
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1
1 48' HIGH PERMANENT CHILD FENCE BARRIER 20'
1 MIN, AWAY FROM WATER EDGE. MANUFACTURED
BY COVERTECH FAB. INC OR APPROVED EQUAL
(SUBMIT SHOP DRAWINGS FOR APPROVAL) FENCE
SHALL COMPLY WITH F.B.G. 84161.11
63' -10'
z
POOL EQUIPMENT
'Y SURROUNDED WITH
36' 14IGW 6HRU135
Im
5NTN MIAMI
f'Ii4FCF�f-51 EXISTING 5' HIGH CHAIN LINK FENCE
N N M N N N N N� —,-
~' I
II
1
I ASPHALT DRIVEWAY
1
i LECtI
1 METER
4
SNAPPER GREEK CANAL
APPROXIMATE EDGE OF WATER
N EXISTING 5' HIGH CHAIN LINK FENCE
,t G E
Imfl H
PAVERS DECK
AREA =854 SQFT.
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Zoning. RS -3 RESIDENTIAL
PROPOSED
FrOL
POOL 5ETDACK5
�I
f�
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INTERIOR SIDE
10' -0' 15' -1'
42 sq.ft.
TERRACE AND PATIO
PAVERS DECK
AREA =854 SQFT.
-0' 69' -1'. - 71 c�
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EXISTING I x I
DRAIN FIELD
I I I SOUtN MIAMI
L_ �r PI1`C 5T
I
I EXISTING
I SEPTIC TANK
I�
v
1
1
1 �
m
1 CBS WALL
1 0
1
1 I
I !
162 EXISTING WATER
O METER AND 11/4'0
143' PARKWAY SUPPLY LINE
r
N N
cii:Y ,_ A R ,,.,
13
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inn t.uti _ ---
iY1i: I:3
TOP OF POOL
FL. + 800' NjG.vD.
EL. 10'4'
SWIMOUT
6' CONCRETE WALL WIT14
ANTI- VORTEX "3 * 9' O.C. EACH WAY"
MAIN DRAIN
SLOPE BOTTOM OF POOL
1/3 MAX. AT DEEP END J4
EL. + 25 i4L.V.D. IV
EL. - 5' -6'
12'X @J'X9' SUMP
PRE -CAST CONC. OR RUST -FREE
FIBERGLASS MAIN DRAIN
88th STREET-
t 21' ASPHALT PAVEMENT
SITE r L A V 5GALE: V= 1' -0'
LEGAL DffOrram
Folio: 015-4036-000-01310
36 54 40.14 AC M/L BEG 6%FT W OF t PARR TO E/L
OF SEC 1 -55 -40 AT X WITH N/L OF N KENDALL. DR AS
PER PB 25 -14 TH ELY ALG NIL OF SAID DRIVE SOFT
TH N85FT TO N/L OF SEC 1 -55 -40 t POB CONT N50FT
SELY19OFT ALG S/L OF SNAPPER CREEK CANAL 515FT
W165FT ALG SEC/L TO FOB N /A/W 20- 5001 - 001 -0010
OR 16240 -2508 01/194 2(2) OF PUBLIC RECORDS OF
MIAMI -DADE COUNTY, FL
ZOMVG LEC &D
I
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I
Zoning. RS -3 RESIDENTIAL
I
POOL 5ETDACK5
REQUIRED PROVIDED
REAR
I
�
� I
INTERIOR SIDE
10' -0' 15' -1'
-0' 69' -1'. - 71 c�
I I
EXISTING I x I
DRAIN FIELD
I I I SOUtN MIAMI
L_ �r PI1`C 5T
I
I EXISTING
I SEPTIC TANK
I�
v
1
1
1 �
m
1 CBS WALL
1 0
1
1 I
I !
162 EXISTING WATER
O METER AND 11/4'0
143' PARKWAY SUPPLY LINE
r
N N
cii:Y ,_ A R ,,.,
13
Q
inn t.uti _ ---
iY1i: I:3
TOP OF POOL
FL. + 800' NjG.vD.
EL. 10'4'
SWIMOUT
6' CONCRETE WALL WIT14
ANTI- VORTEX "3 * 9' O.C. EACH WAY"
MAIN DRAIN
SLOPE BOTTOM OF POOL
1/3 MAX. AT DEEP END J4
EL. + 25 i4L.V.D. IV
EL. - 5' -6'
12'X @J'X9' SUMP
PRE -CAST CONC. OR RUST -FREE
FIBERGLASS MAIN DRAIN
88th STREET-
t 21' ASPHALT PAVEMENT
SITE r L A V 5GALE: V= 1' -0'
LEGAL DffOrram
Folio: 015-4036-000-01310
36 54 40.14 AC M/L BEG 6%FT W OF t PARR TO E/L
OF SEC 1 -55 -40 AT X WITH N/L OF N KENDALL. DR AS
PER PB 25 -14 TH ELY ALG NIL OF SAID DRIVE SOFT
TH N85FT TO N/L OF SEC 1 -55 -40 t POB CONT N50FT
SELY19OFT ALG S/L OF SNAPPER CREEK CANAL 515FT
W165FT ALG SEC/L TO FOB N /A/W 20- 5001 - 001 -0010
OR 16240 -2508 01/194 2(2) OF PUBLIC RECORDS OF
MIAMI -DADE COUNTY, FL
ZOMVG LEC &D
F.B.C. 2010 - R4101_11 Residential swimming barrier requirement.
Zoning. RS -3 RESIDENTIAL
51NGLE- FAMILY
POOL 5ETDACK5
REQUIRED PROVIDED
REAR
12'45' 24' -10'
INTERIOR SIDE
10' -0' 16' -3'
INTERIOR SIDE
10' -0' 15' -1'
BARRIER SCHEDULE
F.B.C. 2010 - R4101_11 Residential swimming barrier requirement.
NET LOT AREA = 14,518 sq.ft.
DESCRIPTION
MAXIMUM IMPEERViOUS,
48' HIGH ALL AROUND POOL
14,518 SQ.FT. x,40% = 5,801 SQFT.
PORTION OF RESIDENCE
1,222 sq.ft.
POOL AND DECK
1398 sq.ft.
PORTION OF PATIO
42 sq.ft.
TERRACE AND PATIO
633 sq.ft.
POOL EQUIPMENT
18 sq.ft.
IMPERVIOUS AREA
3,313 sq.ft.
GREEN AREA
6,111 sq.ft.
BARRIER SCHEDULE
F.B.C. 2010 - R4101_11 Residential swimming barrier requirement.
BARRIER
DESCRIPTION
CHILD FENCE
48' HIGH ALL AROUND POOL
84101.11.1.13 Removable child barriers must be placed sufficiently away from the water's edge to
prevent a young child or medically frail elderly person who may manage to penetrate; the barrier
From immediately falling into the water. Sufficiently away from the water's edge shall mean no less
than 20 inches (506 mm) from the barrier to the water's edge. Dwelling or non - dwelling walls
including screen enclosures, when used as part or all of the 'barrier' and meeting the other barrier
requlremerits, may be as close to the water's edge as permitted by this code.
84101.11.1.11 - Removable child barriers shall have one end of the barrier non - removable without the
aid of tools
As
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DRAWN : RMG.
CHECKED : OM.F.
DATE : Marh '15
SC ALE: SHOWN
JOB NO.: 15 -01631
SHEET
OF 2 SHEETS
Ird
M
0
CC%
JUL
O
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DRAWN : RMG.
CHECKED : OM.F.
DATE : Marh '15
SC ALE: SHOWN
JOB NO.: 15 -01631
SHEET
OF 2 SHEETS