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S.W 63 rd COURT
T50' RNV
SITE PLAN
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SCALE: 1/16 " =1' -0" j
LEGAL DESCR;PTIONS
LOT 6, BLOCK 44 OF " SOUTH MIAMI HEIGHTS ADDITION V ", ACCORDING TO THE
PLAT THEREOF AS RECORDED IN PLAT BOOK 86, PAGE 56 OF PUBLIC RECORD
OF MIAMI -DADE COUNTY, FLORIDA.
GENERAL POOL NOTES.
1- ALL FLOORS AND WALLS OF POOL TO BE GUNITE APPLIED CONCRETE A 28 DAY MINIMUM COMPRESSIVE STRENGYI OF
3000 PSI.
2- ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 60.
3- ALL POOL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL EXCEPT MAIN DRAIN TO BE SCHEDULE 80 PVC
4- FILTER BACKWASH SHALL COMPLY WITH CHAPTER 50 OF THE SFBC.
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 SOIL AND COMPACTED IN 12" THICK LAYERS. WHERE THE
CONTRACTOR CAN NOT REMOVE THE ORGANICS DUE TO WHATEVER CAUSED, THE POOL SHALL BE REDESIGN FOI
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 M
RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURE.
7- 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 ARISO
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 SHALL3E
HELD AND SHALL BE AS REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A DISTANCE OF 15 FET
FROM OVERHEAD ELECTRIC LINES TO OPEN POOL WATER AND 10 FEET FROM UNDERGROUND ELECTRIC LINES.
9- POOL SLIDES TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION OF CONSUMER PRODUCTS SAFETY COMWSION,
W.D.C.
10- MINIMUM 4' -0" HIGH IS FENCE RECOMMENDED AROUND ALL POOLS IN UNSCREENED AREAS.
11- WHERE POOLS ABUT OR ARE PLACED NEARBY SEAWALLS OR BULKHEADS SPECIAL CARE SHALL BE EMPLOYED. TIE WALLS
SHALL BE IN GOOD CONDITIONS NOT PERMITTING ANY SHIFTING OR REMOVAL OR LOOSENING OF THE SUPPORTIG SOIL
AWAY FROM THE POOL. IF THE WALLS DO NOT FULLY CONTAIN THE SOILS BEHIND THEM, THEY SHALL BE REPLACD OR
REPAIRED. CONTINUAL MAINTENANCE OF THE WALLS IS REQUIRED OF THE PROPERTY OWNER. WHEN EXCAVATIN FOR
THE POOL, THE SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN FALL WITHIN THE EXCAVATN,
NOTIFY THE ENGINEER FOR INSTRUCTIONS.
12- THE CONTRACTOR SHALL BACKFILL THE POOL SHELL WITH CAUTION. THE PLUMBING SHALL NOT BE DISTURBED. NCKFILL
SHALL BE ACCOMPLISHED WITH CLEAN SANDS FREE OF ORGANIC MATERIALS AND SHALL BE PLACED IN 12" THICKAYERS.
EACH LAYER SHALL BE COMPACTED TO 90 % OF THE SOILS MAXIMUM DENSITY BY TAMPING SOLIDLY. SOILS BELO' THE
PATIO SHALL BE PLACED IN A SIMILAR MANNER.
13- WHERE PATIOS ARE INDICATED BY OTHERS. THE PATIO DESIGN NOTES SHOWN ON THE TYPICAL WALL SECTION D NOT
APPLY. PATIO DESIGN SHALL BE BY OTHERS.
14- WARNING: TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY OTHER REASON, THE HYDROSTATIC URFT
PRESSURES BENEATH THE POOL MUST BE ELIMINATED TO PREVENT THE POOL FROM FLOATING UPWARD. THE O'NER
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 CONTRACDR TO
ANOTHER WITHOUT THE WRITTEN PERMISSION OF THE DESIGN ENGINEER AND TO THE BEST OF OUR PROFESSIOAL
KNOWLEDGE AND BELIEF, THEY HAVE BEEN PREPARED IN COMPLIANCE WITH THE SFBC AND ALL APPLICABLE LOAL
CODES AND REGULATIONS.
16- TEMPERATURE OF SPA WATER SHALL BE SET SO THE MAXIMUM WATER TEMPERATURE 102 F.
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THAT HARDWIRED POOL ALARMS BE
INSTALLED ON ALL WINDOWS AND DOOR
TO INCLUDE ALL OPENINGS THAT ARE
PART OF THE REQUIRED BARRIER PER
FBC SECTION 424.2
NOTE:
THE SQUARE FOOTAGES ARE SUBJECT TO CHANGE BASED
ON THE ENGINEERED DRAWINGS
NOTE:
ALL DIMENSIONS ARE APPROXIMATE AND ARE PLUS OR MINUS.
FIELD MEASUREMENTS WILL SUPERSEDE DIMENSIONS NOTED
ON CUSTOMER SIGNED PLANS.
ALARM NOTE:
ALL DOORS AND WINDOWS PROVIDING DIRECT ACCESS FROM THE HOME TO THE POOL MUST BE EQUIPPED WITH AN EXIT
ALARM THAT HAS A MINIMUM SOUND PRESSURE RATING OF 85dB A AT 10 FEET
ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS AFTER THE DOOR IS OPENED AND BE CAPABLE OF
EMITTING A SOUND OF SUFFICIENT VOLUME TO BE HEARD TO THE DWELLING. THE ALARM SHALL BE EQUIPPED WITH A
MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING.
THE DEACTIVATION SWITCH SHALL BE LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR.
SAFETY BARRIER REQUIREMENT:
THE CLIENT HAS THE OPTION OF SELECT ONE THE FOLLOWING SAFETY BARRIER;
1- BABY FENCE.
2- ALARM SYSTEM.
THE ALL SAFETY BARRIER SHALL CONFORM TO THE BARRIER REQUIREMENTS OF FLORIDA BUILDING CODE 2007 EDITION
"RESIDENTIAL ", CHAPTER 41, SECTION R4101.17 AND FLORIDA BUILDING CODE 2007 EDITION "BUILDING ", CHAPTER 4, SECTION.
SOIL STATEMENT
PLEASE BE ADVISED THAT THE UNDERSIGNED HAS PERFORMED A VISUAL INSPECTION OF THE SOILS UNDERNEATH THE
PROPOSED FOUNDATIONS AND SAID FOUNDATIONS WILL BEAR IN CORAL ROCK. BASED ON OUR OBSERVATIONS, IT IS
OUR OPINION THAT THE EXISTING SOILS WILL SAFELY SUPPORT THE ASSUMED SOIL BEARING CAPACITY OF 2000 PSF.
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� POOL LAYOUT PLAN
SCALE: 1/4 " =1' -0"
FLOTATION ANALYSIS I
POOL SIZE
UNITS
TOP OF POOL WALL ELEVATION (NGVD)
_ 10.96
mm FT
DIST. FROM TOP OF WALL TO WATER LEVEL
4
IN
OF POOL•AT_DEEP END
5.50
FT
_DEPTH
DEPTH OF POOL ATSHALLOW END
_
3.00
_FT
AVERAGE POOL WATER DEPTH
4.25
FT
LOWER POOL POINT LEVEL (NGVD) �
TURNOVER RATE
FT
_5.13
9.00
FT
FLOOD CRITERIALEVEL (NGVD)
INITIAL WATER HEAD
3.8_7
FT
LESS HY_DROVERTI_CAL LIEF RE FBC 1618.2.4
-2.00
...___,FT WW_
AJU STED WATER HEAD � �
1.8_7
FT
UP LIFTPRESSUREmm ...___ .... _
117
PSF
SLAB THICKNESS CALCULATION
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POOL/ SPAAREA._..._......__ wM__..._ ...____._.__......_......__.._
._ 302.00.
__. FT_......
WALL PERIMETER
78.0_0
FT�
AVERAGE WALL HEIGHT ......_.___.�w.._._.�..,�.�.�.�
4.25
FT
WATER
62.40
PCF
CONCRETE WEIGHT
_6.00—
150.00
PC_F
IN
THKNESS _. _.. _.__..._.
SLAB IC
1 -. SALT SYSTEM.
WALLTHICKNESS
7.00
IN
SLAB UPLIFT RESISTING PRESSURE
75.00
PSF
WALL UPLIFT RESISTING
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PSF
_PRESSURE _
TOTAL UPLIFT RESISTING PRESSURE
_87.50
_162.50
PSF
CH EKING UPLIFT FORCE
0.72
< 1 OK
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FREESTANDING G.F.C.I. OUTLET SHALL BE
LOCATED NOT CLOSER THAN 10 FT NOR
MORE THAN 20 FT FROM WATER'S EDGE.
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BUILDING DEPT.
STRUC T URA ECTION
POOL SPECIFICATION
POOL SIZE
12'x24'
FTxFT
DEEP END
T -6"
FT
SHALLOW END
3' -0"
FT
POOL AREA
302
SQFT
POOL PERIMETER
78
FT
POOL CAPACITY
9,601
GALLONS
TURNOVER RATE
1.79
HR
INTERIOR FINISH
DIAMOND BRITE
WATER LINE TILE
6
IN
COPING
8
IN
PUMP SIZE
1
HP
FILTER SYSTEM & SIZE
150
SQFT
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INLETS
3 INLETS / 1 FLOOR BUBBLER
MAIN DRAIN
2
SKIMMER
1
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LED LIGHT POOL (COLOR)
54W
12V
PATIO FINISH & SIZE
750 SQFT PAVERS TILE
DECK DRAINS
NONE
A
OTHER ITEMS:
1 -. SALT SYSTEM.
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Two
v1
a
DATE:
FEB.-212,2012
DRAWN:
L.A.H.
REVISED
A.H.
Sheet
SP -1