14-1454-002I
GMEM N075
I- ALL FLOORS AND WALLS OF POOL TO BE CONCRETE WALL BE
PNEUMATICALLY PLACED (SWOTcRETE OR GUNITE) A 26 DAY MINIMUM
COMPRESSIVE STRENGTH OF 2500 PSI.
2- ALL REINFORCING STEEL 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 R4101-20 OF THE FBC.
5- NO POOL OR SPA DECK SHALL BEAR ON ANY TYPE OF SOILS EXCEPT
CLEAN SANDS OR ROCK WHICH $WALL 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 SOIL AND COMPACTED IN 12' THICK LAYERS. WHERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED, THE
POOL WALL BE REDESIGN FOR PILING,
6- IN ALL CASES 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.
1- THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL
CONSTRUCTION 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 SHOD( AND ALL DIMENSIONS PRIOR TO CONSTRUCTION.
6- CONTRACTOR WALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE.
MINIMUM CLEARANCE DIMENSIONS SHALL BE WELD AND SHALL BE AS REQUIRED
BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 10 FEET
FROM OVERHEAD ELECTRIC LINES t0 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, WD.C. AND FBC 8424.1.92
10- MINIMUM 4' -0' HIGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN
UNSCREENED AREAS. COMPLY WITH CHAPTER 84101.11 OF THE F.B.C.
fl -WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS
SPECIAL CARE SHALL BE EMPLOYED. THE WALLS SHALL BE IN GOOD
CONDITIONS NOT PER711TTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE
SUPPORTING SOIL AWAY FROM THE FOOL. IF THE WALLS DO NOT FULLY CONTAIN
THE SOILS BEHIND THEM, TWEY WALL BE REPLACED OR REPAIRED. CONTINUAL
MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER WHEN
EXCAVATING FOR THE POOL, THE SEAWALL TIEBACKS SWALL NOT BE CUT. WHERE
CONCRETE DEAD -MEN FALL WITHIN THE EXCAVATION, NOTIFY THE ENGINEER FOR
INSTRUCTIONS.
12 -THE CONTRACTOR SHALL BACKFILL THE POOL WELL WITH CAUTION, THE
PLUMBING SHALL NOT BE DISTURBED. BACKFILL SHALL BE ACCOMPLISHED WITH
CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK
LAYERS. EACH LAYER SHALL BE COMPACTED TO 90 % OF THE SOILS MAXIMUM
DENSITY BY TAMPING SOLIDLY. SOILS BELOW THE PATIO SHALL BE PLACED IN A
SIMILAR MANNER
13 -WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESIGN NOTES SWIM
ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN SHALL BE BY
OTHERS.
14- WAWNG: 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
CONSULT AND POOL REPAIR CONTRACTOR EXPERIENCED IN ELIMINATING UPLIFT
PRESSURES.
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 BEST OF OUR PROFESSIONAL
KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED IN COMPLIANCE WITH T14E
AN5I- NSFI -5 -2003 AND FBC AND ALL APPLICABLE LOCAL CODES AND
REGULATIONS.
16- CONCRETE POOL DECK, $WALL BE PROVIDED W/ 1/4' WIDE SAWCUT CRACK
CONTROL JOINTS SPACED AT V -0' OZ. OR FOR AN EFFECTIVE CONCRETE AREA
OF 150 SQ FT. CRACK CONTROL JOINTS SHALL BE SAWCUT AT A DEPTH OF 1/3 THE
SLAB THICKNESS.
TOP OF POOL 1-1 Ll
EL. + 15' 1
EL. 101-0'
STE
BOTTOM OF POOL
AT SWALLOW END
EL. +4Ja'N.GVD. ---------- - - - - -- --
EL. Y -6"
u
irr■ w■ w■ w■ w■ w■ w■ w��arw■ w ■w ■w ■w ■w ■w ■w ■w ■w■w ■w ■w ■w ■w ■w ■I
OWNER) Il BY r
POOL
•-
CONCRETE
•
�
EACH WAY
�—— WELL COMPACTED FILL --- GRAVEL -
TYPEN. P= SECTM 11'4 WYDRO VALVE
SCALE: 34' - 1' -0'
COPING
6' VARIES (SEE PLAN)
TOP
BOTTOM
PLACED CONCRETE
TILE OR FINISH t0
6'
WATER LEVEL
BOTTOM
PLACED CONCRETE
BE NON - SLIPPERY
3 .0'
TOP OF POOL
dh
-2D'
HYDROSTATIC UPLIFT -
SELECTED BY OWNER 4' CONC. SLAB I
� W1.4 x WI.4 W.W. M
JITH
SH
EL. + 15' RG*VD.
As min. ■ 01401 x t (Slab thickre ") x b (column of water)
.
As min. ■ VjM x 6 x 12 ■ OJ4
404.18 sq ll
Crr + +3■ MI)
•
M miry VA
141.84 sq.ft.
EL. t 0' -0'
5,436.43 sq.ft.
:n
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13' PARKWAY
- -
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-- - — —
� II I III I•- III � I I I Ali III ICI
I
' I ,I� _ �i-
6' WIDE CERAMIC TILES
� III III �Il III I I-I1I ii =III I Ii' III iii -Ili
l l l 11Ti
III_�II III = -�''
(SELECTED BY OWNER)
POOL FINISH (SELECTED
11
i EDGE W/ I
BY OWNER)
r'
1111 WELL COMPACTED FILL
1
II
�lilll �� III � I
I
BOTTOM OF POOL
r
AT SWALLOW END
EL. + 4D' RG.VD. —
J
r 6' CONCRETE WALL WITH
EL. - 3' -6'
i + 3 a V O.0 EACH WAY
i
6' CONCRETE SLAB
,
ST EL TEXT
WITH + 3 * V O.0
EACH WAY
4rQ�e�
�fiA
r-
FORM
i
BOTTOM OF POOL
AT DEEP END
i
EL. + 2.0' N:G.VD. CM
EL. 5' -6'
TYPICAL
WALL ROM
BOOR W WALL TF>>CM SCHBU
WALL THICKNESS
TOP
BOTTOM
PLACED CONCRETE
6'
6'
FLOOR THICKNESS
BOTTOM
PLACED CONCRETE
6'
FLOTATION ANALYSIS
ZONING- RS -3
WATER LEVEL ELEVATION (TOP OF WALL)
15'
POOL DEPTH
55'
LOW POINT POOL LEVEL
20'
FLOOD CRITERIA
50'
F.C. DEPTH LEVEL
3 .0'
LESS HYDROVERTICAL
-2D'
HYDROSTATIC UPLIFT -
ID'
T+ -FEFOW USE W CaCRIETE'SLA15 MIM'IUM
20 sq.ft.
As min. ■ 01401 x t (Slab thickre ") x b (column of water)
.
As min. ■ VjM x 6 x 12 ■ OJ4
404.18 sq ll
Crr + +3■ MI)
•
M miry VA
141.84 sq.ft.
�T+Rl USE 6' CONCWTE 3LA5 WIN 0 3 * Y O.C. EACH WAY
CONCRETE DEa R
1. CONCRETE DECK SHALL BE EDGED, RADIUSED, OR OTHERWISE
BE RELIEVED TO ELIMINATE SHARP CORNERS PER ANSI/NW-5 -2003
2. TEXTURE HAND- FINISWED CONCRETE DECKS SWALL BE SLOPE 1/6 INCH
PER FOOT FROMWATER'S EDGE TO THE POINT OF DRAINAGE AS PER
ANSI -Il 132 (a)
WATE'
I / 1 „ 1
SWIMOUT
ANTI- VORTEX
MAIN DRAIN
SLOPE
1/3 MAX
121X91X9' SUMP
PRE -CAST CONC. OR RUST -FREE
FIBERGLASS MAIN DRAIN
COPING
WATER LEVEL
PROVIDE DIFFERENT •' L�
COLOR TILE NON -SLIP VIII -
AT SWIMOUT EDGE -
(OPTIONAL)
II III -_.
i
- 111., —I-,
I_II,IiI�II.-
SWIMW MAL
111M
7
STEPS MAL
(A) RISER HEIGHT MUST BE UNIFORM (12' MAX.)
(B) TREAD LENGTH 10' MINIMUM
(C) CONTRASTING TILE AT EDGE (OPTIONAL)
SMUCTLRM NOTES
I. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY COMPRESSIVE
STRENGTH OF f'c =2,500 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMIq'1 YIELD STRENGTH OF
N - -600W 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 WAS INCORPORATED A RATIONAL DESIGN
APPROACH BASED ON ACCEPTED E=NGINEERING PRINCIPLES.
5. ALL REINFORCING SPLICES SHALL BE 16' IN LENGTH UNLESS OTHERWISE
INDICATED ON THESE PLANS.
SM STATEMM
SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE
BEARING CAPACITY OF 2000 P,Sr -. (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 ENGINEER TO CERTIFY THE PRESUMPTIVE SOIL BEARING CAPACITY.
DECK
TOP OF POOL
El + 15'1
EL. 10-0'
6" CONCRETE WALL WITH
+ 3 + 9' O.0 EACH WAY
BOTTOM OF POOL
- — — AT DEEP END
EL. + 201
EL. - 5'4'
At-
EXISTING 6 li—IG D FENC
48' HIGH PERMANENT CHILD FENCE
ao BARRIER 20" MIN. AWAY FROM
' WATER EDGE. MANUFACTURED BYI
COVERTECH FAB. INC OR r;
APPROVED 5QUAL DRAWINGS FOR APPRO�L) FEN
I
13' -1'
�I
�I
z
�I
�I
�n
13' -5'
N
x
ZONING- RS -3
_
MAXIMUM IMPERVIOUS:
131o30.11 SaFT. x 40%
= 5,452.30 Sap.
RESIDENCE
•••
••• c •
450 sq.ft.
5. W. 84th TERRACE
369 sq.ft.
A/C SLAB
625 sq.ft.
POOL EQUIPMENT
20 sq.ft.
.
.
ASPHALT PAVEMENT
404.18 sq ll
r
•
WALK 4 STEPS
141.84 sq.ft.
IMPERVIOUS AREA
5,436.43 sq.ft.
:n
• •
•••.
V
4
N
• .
V
4
13' PARKWAY
`
At-
EXISTING 6 li—IG D FENC
48' HIGH PERMANENT CHILD FENCE
ao BARRIER 20" MIN. AWAY FROM
' WATER EDGE. MANUFACTURED BYI
COVERTECH FAB. INC OR r;
APPROVED 5QUAL DRAWINGS FOR APPRO�L) FEN
I
13' -1'
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z
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�n
13' -5'
N
x
SHALL COMPLY WITH Il R41011
w
CONCRIETE DECK WITH
NON - SLIPPERY TILE (SELECTED j 1
BY OWNER) AREA 369 SaFT.
i
I!i %a
OR
LLI
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10' -21 //
POOL WALK
EQUIPMENT /
GALLONS
SEPTIC TANK i
ELECTRIC
METER
❑ A/C
LLI
�INr_I =fit,:
/200x
w
XISTING VW x 6'H —EXISTING VW x 6'14
GATE WITH SELF 16' -5' GATE WITH SELF
CLOSER AND SE L CLOSER AND SELF
LATCH AT 54' HIGH 0 LATCH AT 54' HIGH
I a I
BRICK PAVERS BRICK PAVERS
DRIVEWAY DRI WAY
T1,
I
XISTING WATER
V SIDEWALK METER AND I'i
SUPPLY LINE
14' PARKWAY
14' PAVEMENT
S.W. 84t_h STR T
—----- - - - - --
MEDIAN
-- - - - - -- - - ----�
9M II
SCALE: ills' - 1' -0'
LOTS 1 4 a BLOCK 2 'AMENDED PLAT OF SEA VIEW PARK',
AU;ORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 11, PAGE 80 OF THE PUBLIC RECORDS OF MIAMI -DADE
COUNTY, FLORIDA
NVNIt'l S AREA:
ZONING- RS -3
NET LOT AREA = 13,630.11 sq.Ft.
MAXIMUM IMPERVIOUS:
131o30.11 SaFT. x 40%
= 5,452.30 Sap.
RESIDENCE
301605 sq.ft.
POOL
450 sq.ft.
e
369 sq.ft.
A/C SLAB
625 sq.ft.
POOL EQUIPMENT
20 sq.ft.
DRIVEWAY
945.56 scist.
TERRACE 4 STEPS
404.18 sq ll
PORCH 4 STEPS
63 sci ft.
WALK 4 STEPS
LLI
�/ N �/
i
/ N�
�j
10' -21 //
POOL WALK
EQUIPMENT /
GALLONS
SEPTIC TANK i
ELECTRIC
METER
❑ A/C
LLI
�INr_I =fit,:
/200x
w
XISTING VW x 6'H —EXISTING VW x 6'14
GATE WITH SELF 16' -5' GATE WITH SELF
CLOSER AND SE L CLOSER AND SELF
LATCH AT 54' HIGH 0 LATCH AT 54' HIGH
I a I
BRICK PAVERS BRICK PAVERS
DRIVEWAY DRI WAY
T1,
I
XISTING WATER
V SIDEWALK METER AND I'i
SUPPLY LINE
14' PARKWAY
14' PAVEMENT
S.W. 84t_h STR T
—----- - - - - --
MEDIAN
-- - - - - -- - - ----�
9M II
SCALE: ills' - 1' -0'
LOTS 1 4 a BLOCK 2 'AMENDED PLAT OF SEA VIEW PARK',
AU;ORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK 11, PAGE 80 OF THE PUBLIC RECORDS OF MIAMI -DADE
COUNTY, FLORIDA
NVNIt'l S AREA:
ZONING- RS -3
NET LOT AREA = 13,630.11 sq.Ft.
MAXIMUM IMPERVIOUS:
131o30.11 SaFT. x 40%
= 5,452.30 Sap.
RESIDENCE
301605 sq.ft.
POOL
450 sq.ft.
POOL DECK
369 sq.ft.
A/C SLAB
625 sq.ft.
POOL EQUIPMENT
20 sq.ft.
DRIVEWAY
945.56 scist.
TERRACE 4 STEPS
404.18 sq ll
PORCH 4 STEPS
63 sci ft.
WALK 4 STEPS
141.84 sq.ft.
IMPERVIOUS AREA
5,436.43 sq.ft.
GREET( AREA
8,1114.34 1111
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DRAWN: ll
CHECKED : OAF.
DATE : NOVEMBER '14
SCALE; SHOWN
JOB NO.: 14- 016123
SHEET
OF 2 SWEETS
4s
4s