12-300-003CANAL
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I # 6000 0
ELECTRICAL F.F. ELEV. = 11.30'
METER _
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EXISTING SEP IC I I
w i I m I I TANK TO REMAIN
U. Y I;T I
:1 I z _ E_XIS_TIN_G DRAIN_ _ _ _ I
Q FIELD TO REMAIN ASPHALT
U I � L--- - - - - -- DRIVEWAY i
- -- O 94.23'
O.H LINE — — — - -
15' PARKWAY.
20' PAVEMENT.
S_W63rdCOURT
• 1 50' RIW
SITE PLAN
SCALE: 1/16 " =1' -0"
LEGAL DESCRIPTIONS
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 COMPRESSNIE STRENGTH 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 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.
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 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 15 FEET
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 COMMISSION,
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. 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 IS REQUIRED OF THE PROPERTY OWNER. WHEN EXCAVATING FOR
THE POOL, THE SEAWALL TIEBACKS SHALL NOT BE CUT. WHERE CONCRETE DEADMEN 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 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 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 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 SFBC AND ALL APPLICABLE LOCAL
CODES AND REGULATIONS.
16- TEMPERATURE OF SPA WATER SHALL BE SET SO THE MAXIMUM WATER TEMPERATURE 102 F.
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NOTE:
CHILD SAFETY FENCE
PERMANENT ANCHORED POST WITH
SELF CLOSING AND LATCHING DEVICE
54" ABOVE FRESH GRADE ELEVATION
AS PER FBC. 2007 SECTION
R424.2.17.1.2
POOL SAFETY COVER TO COMPLY
WITH ASTM F1346 -91 AS OUTLINED
IN F.B.C. SECTION 424.2.17.
NOTE:
NOT EXISTING TREE NEED TO
REMOVE OR RELOCATE. ALL
EXISTING TREE WILL BE REMAIN.
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.
CANAL
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1,
BENCH
1' -6' DEEP
36 "0 CONC. TABLE
' T -0' DEEP ,
SWIMMING POOL o
04 5'- 6" DEEP
' WADE ,
ENTRANCE ,
swimou
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NEW PAVERS ON
COMPACTED SAND
24' -0"
/
` �— EXISTING CONC.
THAT HARDWIRED POOL ALARMS BE TO REMAIN.
i
FREESTANDING G.F.C.I. OUTLET SHALL BE
LOCATED NOT CLOSER THAN 10 FT NOR MC
THAN 20 FT FROM WATER'S EDGE.
INSTALLED ON ALL WINDOWS AND DOOR /
TO INCLUDE ALL OPENINGS THAT ARE
PART OF THE REQUIRED BARRIER PER
FBC SECTION 424.2 — — — —
EXISTING RESIDENCE
POOL LAYOUT PLAN NORTH_
If I n — \ }
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 85dI3 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.
SCALE. 1/4 -1 -0
FLOTATION ANALYSIS
UNITS
TOP OF POOL WALL ELEVATION (NGVD)
10.96
FT
DIST. FROM TOP OF WALL TO WATER LEVEL
4
IN
_DEPTH OF POOL AT DEEPEN D__
5.50
FT
DEPTH _OF- POOL _A_TSHALLO_W END
3.00_
FT
AVERAGE POOL WATER DEPTH
4.25
FT
POOL POINT LEVEL(NG_VD)
5.13
FT
_LOWER
FL000 CRITE_RIAL_EVEL (NGVD)
9.00
FT
INITIAL WATER HEAD _
3.87
_ FTmm
LESS HYDROVERTICAL RELIEF FBC 1618.2.4
-2.00
FT
AJU STED WATER HEAD
1.87
FT
UP LIFT PRESSURE
117
PSF
SLAB THICKNESS CALCULATION
_ _ -P000 SPAAREA �
302.00
� FT
.....
WALL PERIMETER m
78.00
_. FT
AVERAGE WALL HEIGHT
4.25
FT
1
,...._
62.40
._....
CONCRETE WEIGHT
150.00
PCF
SLAB THICKNESS
6.00
IN .._--
WALL THICKNESS
7.00
IN
SLAB UPLIFT RESISTING PRESSURE
75.00
PSF
WALL UPLIFT RESISTING PRESSURE
87.50
PSF
TOTAL UPLIFT RESISTING_ PRESSURE
162.50
PSF
CHEKINGUPLIFTFORCE_._ _
_._. 0.72
W < 1 OK
POOL SPECIFICATION
POOL SIZE
12'x24'
FTxFT
DEEP END
5' -6"
FT
SHALLOW END
X -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
N r- C A
INLETS
3 INLETS / 1 FLOOR BUBBLER
MAIN DRAIN
2
Z T- ~
SKIMMER
1
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LED LIGHT POOL (COLOR)
54W
12V
PATIO FINISH & SIZE
750 SQFT PAVERS TILE
DECK DRAINS
NONE
OTHER ITEMS:
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DATE:
FEB. 212, 2012
DRAWN:
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