14-1454-001r
I- ALL FLOORS AND WALLS OF POOL TO BE CONCRETE SHALL BE
PNEUMATICALLY PLACED (SHOTCRETE OR GUNITE) A 28 DAY MINIMUM
COMM;ESSIVE STRENGTH OF 2500 PSI.
2- ALL REINFORCING STEEL TO CONFORM TO ASTI 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 R410120 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 ORGANIC$, 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 SHALL 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.
l- 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 SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRICTION.
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, WD:C. AND FBC R4241152
10- MINIMUM 4' -0' HIGH IS FENCE RECOMMENDED AROUND ALL POOLS IN
UNSCREENED AREAS. COMPLY WITH CHAPTER R4101J1 OF THE F.B.C.
11 -WHERE POOLS 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 REPAIRED. 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 ACCOMPLISHED WITH
CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12' THICK
LAYERS. EACH LAYER SHALL BE COMPACTED TO S0 % 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 SHOWISI
ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DE51GN SHALL BE BY
OTHERS.
14- WARMING: 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 OILIER 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 THE
ANSI -NW -5 -2003 AND FBC AND ALL APPLICABLE LOCAL CODES AND
REGULATIONS.
16- CONCRETE POOL DI=CK, SHALL BE PROVIDED W/ 1/4' WIDE SAWCUT CRACK
CONTROL JOINTS SPACED AT 5' -0' O.C. OR FOR AN EFFECTIVE CONCRETE AREA
OF 150 Sa FT. CRACK CONTROL JOINTS SHALL BE SAWCUT AT A DEPTH OF 1/3 THE
SLAB THICKNESS.
TOP OF POOL
EL. + 15' RG.VD.
EL. t 0' -0'
STEF
BOTTOM OF POOL
h AT SHALLOW END
EL. +40Nava - - - - --
EL. 3'-6'
Nil I 1
� ■■w■ ■■w■ ■ ■w■rr■ parr~ ■rr ■rr ■ ■ ■rr ■ ■ ■n ■■■�w ■ ■■ ■■w■w ■w�
V TILE (SELECTED
BY OWNER)
PROPOSED
'1•
CONCRETE SLOpE 6' A:
EACH WAY
---- -- WELL COMPACTED FILL —
TYPICAL PM ROM
SCALE: V - 1' -0'
COPING 41 6' oil VARIES (SEE PLAN)
TILE OR FINISH TO
WATER LEVEL BE NON - SLIPPERY
SELECTED BY OWNER 4' CONC. SLAB ITN
TOP OF POOL WI.4 x WI.4 W.W. M SH
EL. + 15' Njs.VD.
-i _-
—� II III- IIIIIIiIIIIIIIIIIIIIIII IIL'`IIIIILII III:IIiI1111IIillj?IIIIiI,i 1 1 IIIiIII.
71 1
� -111- -III III :III IIII:L'I III -- III ='I' -III :::III I -;III I I I'��. —III 'I! -�''
6 WIDE CERAMIC TILES III ,
(SELECTED BY OWNER) -1 1 =II 11 8 x a C.ONC. tI�IGIC 11 1 1I
1 1 -1 I I 1 I 1 -III EDGE W/ 15 CANT.
POOL FINISH (SELECTEE) hI -
I lil 11 III- -III Ili- -III I L.�III NIL
I I I III III III L I III I l BY OWNER) OWNER) { 1 uIELL COMPACTED FILL
�I' 1 —III III I
�� �I III I I IIi- III �1I�
� I III ill III Iii
X11 I!I I'I Ili- !�I-
Ili III ::.II
BOTTOM OF POOL
I_.L:=
AT SHALLOW END
EL. + 410' N�svD. 6' CONCRETE WALL WITH
EL. - Y -6" i " 3 41 V O.0 EACH WAY
6' CONCRETE SLAB
WITH 0 3 t r' O:C �4p 'e, r STEEL TEXT FORM
EACH WAY °�'+ 1 OR KRAFT FORM
I
i
BOTTOM OF POOL
i
AT DEEP END
i
EL. + 20' NiG.VD.
EL. - 5' -6'
TYPICAL WALL SECTION
!'LOOK AM WALL 'IHCIM SCHnUF
WALL THICKNESS
TOP
BOTTOM
PLACED CONCRETE
6'
6'
FLOOR THICKNESS
BOTTOM
PLACED CONCRETE
6'
FLOTATION ANALYSIS
ZONING- R6-3
WATER LEVEL ELEVATION (TOP OF WALL)
15'
POOL DEPTH
55'
LOW POINT POOL LEVEL
2D'
FLOOD CRITERIA
5.0'
F.C. DEPTH LEVEL
30
LESS HYDROVERTICAL
2.0'
HYDROSTATIC UPLIFT -
Iff
T USE b' COISIMM SLAB MIM'W
BY OWNER) AREA = 30 SOFT.
As On, i V= x t (flab thldvwss) x b (column of watier)
94556 sq.ft.
As min. - COMxGx12 ■014
404.18 sq.ft.
t5sr 1 _ • 3■ ld1U
Slaaclr� ■ _ r 01s = S'
83 sq.ft.
As mh 014
141.84 sq.ft.
T H E F E F O R E USE 6' C O W - W T E SLAD WITH • 3 • V O.G. EACH WAY
CONC MM DECaC REQLWDAMS
1. CONCRETE DECK SHALL BE EDGED, RADIUSED, OR OTHERWISE
BE RELIEVED TO ELIMINATE SHARP CORNERS PER ANSIMSPI -5 -2003
2. TEXTURE HAND - FINISHED CONCRETE DECKS SHALL BE SLOPE 1/8 INCH
PER FOOT FROMWATER'S EDGE TO THE POINT OF DRAINAGE AS PER
ANSI -NSPI- 132 (a)
WATEI
GRAVEL -
1114 HYDRO VALVE
�wlw
TOP OF POOL
EL. + 15' N.x.VD.
EL. t 0' -0'
SWIMOUT
6' CONCRETE WALL WITH
s 3 51 OL EACH WAY
ANTI - VORTEX a
MAIN DRAIN
SLOPE BOTTOM OF POOL
1/3 MAX. - - - - - - - AT DEEP END
EL. + 20 RG.VD.
EL.
12'Xa'XS' SUMP
PRE -CAST CONC. OR RUST -FREE
FIBERGLASS MAIN DRAIN
COPING
WATER LEVEL
PROVIDE DIFFERENT _0 III (il
COLOR TILE NON -SLIP -I
AT SWIMOUT EDGE ILL L =
(OPTIONAL)
111 = -
IIII —i
_ III III..
II_
SWWKX9 MAL
2' -3'
71i '
Y
"/
STN'S MAL
(A) RISER HEIGHT MUST BE UNIFORM (12" MAX.)
(B) TREAD LENGTH 10" MINIMUM
(C) CONTRASTING TILE AT EDGE (OPTIONAL)
SMUMAM NOTES:
I. 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
N-- 601000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS) SHALL HAVE
A MINIMUM 26 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 18' IN LENGTH UNLESS OTHERWISE
INDICATED ON THESE PLANS.
SCXJ., STATEMENT
SOIL CONDITION AT SITE BY VISUAL INSPECTION INDICATES AN ALLOWABLE
BEARING CAPACITY OF 2,000 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 ENGINEER TO CERTIFY THE PRESUMPTIVE SOIL BEARING CAPACITY.
4•Y Y A rM1 -• • Y y
lililliplio
0
y REVISIONS BY
• y Y Y i • 1 y
S. W. 8 4th TERRACE �
-.�' s 44• � I MA I" � 12 -11 -14 RM.
ASPHALT PAVEMENT '� ' : i i•" • a •r
Y r • r i • • y • r,• ,1 (� 4
• iie • s ••r •
"o"' 0 i•Ir
v 1 4• • Y i
0.4• • • 1 Y
131 PARKWAY r4ir' • 0:1.0 i "r•1" y : 0.4" r
EXISTING 6 11IG4 WOOD FENC 48' HIGH PERMANENT CHILD FENCE
zo BARRIER 20' MR AWAY FROM
WATER EDGE. MANUFACTURED BY�!i�';
r COVERTECH FAB. INC OR
APPROVED EQUAL (SUBMIT
` DRAWINGS FOR APPROVAL)
e + SHALL COMPLY WITH F.B.G. R4101.1;
13 -1
�I
z
ul
�I
X _
LU
d,401 LU
ZONINCs - I /,/ % ;�; %� z I _Cp ZONING
COMMENT COMMENT
POOL
WALK
i
1,200 GALLONS
�// SEPTIC TANK
METER
❑ A/C
LLI
� /i'E♦NI�LXL. / +���;N/t�:
06A%
uXU
XISTING VW x 6'14 —EXISTING VW x 6'H
GATE WITH SELF 16' -5' GATE WITH SELF
CLOSER AND SEL CLOSER AND SELF
LATCH AT 54' HIGH 0 i LATCH AT 54' HIGH
� I
I BRICK PAVERS BRICK PAVERS
DRIVEWAY DRI WAY
�I
I
XISTING WATER
5 ' SIDEWALK METER AND I'#
SUPPLY LINE
DECK
14' PARKWAY -
14' PAVEMENT
5.W 8 4 th _- - 5T- U R T - 4—
—
SH AN .�°°
PL
SCALE: 1/16' = 1' -0'
LOTS 1 4 8 BLOCK 2 'AMENDED PLAT OF SEA VIEW PARK ",
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK n, PAGE 80 OF THE PUBLIC RECORDS OF MIAMI -DADE
COUNTY, FLORIDA
WMVIOlJS AREA:
ZONING- R6-3
NET LOT AREA = 13;630.11 sq.ft.
MAXIMUM IMPERVIOUS:
w
= 5,45230 SOFT.
RESIDENCE
301605 sq -ft.
POOL
CONCRETE DECK WITH
POOL DECK
3613 sq.ft.
NON - SLIPPERY TILE (SELECTED ,�
n
POOL EQUIPMENT
BY OWNER) AREA = 30 SOFT.
DRIVEWAY
94556 sq.ft.
TERRACE 4 STEPS
404.18 sq.ft.
PORCH 4 STEPS
83 sq.ft.
WALK 4 STEPS
141.84 sq.ft.
IMPERVIOUS AREA
5,436.43 sci ft.
GREEN AREA
8,15434 scI ft.
X _
LU
d,401 LU
ZONINCs - I /,/ % ;�; %� z I _Cp ZONING
COMMENT COMMENT
POOL
WALK
i
1,200 GALLONS
�// SEPTIC TANK
METER
❑ A/C
LLI
� /i'E♦NI�LXL. / +���;N/t�:
06A%
uXU
XISTING VW x 6'14 —EXISTING VW x 6'H
GATE WITH SELF 16' -5' GATE WITH SELF
CLOSER AND SEL CLOSER AND SELF
LATCH AT 54' HIGH 0 i LATCH AT 54' HIGH
� I
I BRICK PAVERS BRICK PAVERS
DRIVEWAY DRI WAY
�I
I
XISTING WATER
5 ' SIDEWALK METER AND I'#
SUPPLY LINE
DECK
14' PARKWAY -
14' PAVEMENT
5.W 8 4 th _- - 5T- U R T - 4—
—
SH AN .�°°
PL
SCALE: 1/16' = 1' -0'
LOTS 1 4 8 BLOCK 2 'AMENDED PLAT OF SEA VIEW PARK ",
ACCORDING TO THE PLAT THEREOF AS RECORDED IN PLAT
BOOK n, PAGE 80 OF THE PUBLIC RECORDS OF MIAMI -DADE
COUNTY, FLORIDA
WMVIOlJS AREA:
ZONING- R6-3
NET LOT AREA = 13;630.11 sq.ft.
MAXIMUM IMPERVIOUS:
13,630.11 SQFT. x 40%
= 5,45230 SOFT.
RESIDENCE
301605 sq -ft.
POOL
450 awt.
POOL DECK
3613 sq.ft.
A/C SLAB
625 sq.ft.
POOL EQUIPMENT
20 sci ft.
DRIVEWAY
94556 sq.ft.
TERRACE 4 STEPS
404.18 sq.ft.
PORCH 4 STEPS
83 sq.ft.
WALK 4 STEPS
141.84 sq.ft.
IMPERVIOUS AREA
5,436.43 sci ft.
GREEN AREA
8,15434 scI ft.
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DRAWN RMfz.
CHECKED : OMF.
DATE : NOVEMBER '14
SCALE: SHOWN
JOB NO.: 14- 016123
SHEET
OF 2 SHEETS