09-675-001GBqSM NOTES.
I- ALL FLOORS AND WALLS OF POOL TO BE CONCRETE SHALL BE
PNEUMATICALLY PLACED (SHOTCRETE OR GUNITE) A 28 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 DEGRAD - FBC R41016.5
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 2,000 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 RESPONSA51LITY FOR THE SAFETY OF EXISTING STRUCTURE.
1- THE DESIGN ENGINEER ASSUMES NO RESPONSABILITY FOR POOL
CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACK AREAS. PLOT PLANS
NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND RESIDENCE
ARE 50 INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS
IN THE F1ELD AND ESTABLISH LOT LINES IF NECESSARY. CONTRACTOR
AND / OR OWNER SHALL VERIFY LAYOUT SHOWN AND ALL DIMENSIONS PRIOR
TO CONSTRUCTION.
6- CONTRACTOR SHALL ESTABLISH LOCATIONS OF UTILITIES AT THE SITE.
MINIMUM CLEARENCE DIMENSIONS SHALL BE HELD AND SHALL BE AS
REQUIRED BY THE LOCAL REGULATORY AGENCY IN GENERAL. HOLD A
D15TANCE OF 10 FEET FROM OVERHEAD ELECTRIC LINES TO OPEN POOL
WATER EDGE AND 5 FEET FROM UNDERGROUND ELECTRIC LINES.
9- POOL 5LIDE5 TO BE INSTALLED IN ACCORDANCE WITH LATEST EDITION
OF CONSUMER PRODUCTS SAFETY COMMISSION, W.D.C. AND FBC R4241!il
10- MINIMUM 4' -0' HIGH 15 FENCE RECOMMENDED AROUND ALL POOLS IN
UNSCREENED AREAS. COMPLY WITH CHAPTER R4101.11 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 WALL5 15 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 5AND5 FREE OF ORGANIC MATERIALS AND SHALL BE PLACED
IN 12' THICK LAYERS. EACH LAYER SHALL BE COMPACTED TO W % 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 DESING NOTES
SHOWN ON THE TYPICAL WALL SECTION DO NOT APPLY. PATIO DESIGN
SHALL BE BY OTHERS.
14- WARMING- TO EMPTY POOL AFTER CONSTRUCTION FOR REPAIRS OR ANY
OTHER REASON, THE HYDROSTATIC UPLIFT PRE55URE5 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- TH15 PLANS REMAINS THE PROPERTY OF THE DESIGN ENGINEER IT 15
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 AN51- N5PI -5 -1995 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.C. OR FOR AN EFFECTIVE CONCRETE AREA OF 150 SQ. FT.
CRACK CONTROL JOINTS SHALL BE SAWCUT AT A DEPTH OF 1/3 THE SLAB THICiI
6'X6' CONC. EDGE CURB
PERVIOUS BRICK PAVERS
OVER 2' SAND FILL
6' LAYER OF WELL
COMPACTED LIMEROCK
O°
am A 1
COPING
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1-''II I I II II 11 =11 =11= 11--11 =11 -11 I>_- =1I
ihll�� d II II II— �I— I'— II�I�Ii 11 =1111 1111 �_
-� II 11= 111111 =11 it II II II
=1 �
..� •� �r ALL STEEL FOR DECK
: • .
OR KRA ..
CONIC. SLAB
TYPICAL EACH WAY 01
ROM
PROVIDE 12'x 20' = 240 5Q.IN. (MIN.)
AREA FOR SPA TOP STEP
T -0' I' -4' PING
WATER LEVEL OVERFLOW
COPING
WATER LEVEL
AN
MAIN DRAIN SEAT
—16' CONCRETE WALL
WITH' 3 a 9' O.G. EACH
WAY EACH FACE OF WALL TO
— — (TYPICAL ALL AROUND)
III I I —III III I I —I
I TTI i — IU,4LL OF POOL
VENT LINE 4Ij(j =III- -II II �� -i
8' BOTTOM PNEUMATICALLY PLACED
CONCRETE WITH r 3 AT 9' O.C. EACH WAY
SPA SECTION
WATER LEVEL
PROVIDE DIFf
COLOR TILE �
AT SWIMOUT EI
(OPTIONAL)
r�nt� ice.
SWIMOUT DETAL
48' HIGH PERMANENT CHILD
FENCE BARRIER 20' MIN. AWAY
FROM WATER EDGE.
MANUFACTURED BY COVERTECH
FAB. INC OR APPROVED EQUAL
(SUBMIT SHOP DRAWINGS FOR
APPROVAL) PENCE SHALL
COMPLY WITH F.B.G. R4101.11
1
STEPS MAL
(A) RISER HEIGHT MUST BE UNIFORM (12' MAX.)
(8) NO LIMITATIONS ON DEPTH TO FLOOR
(C) CONTRASTING TILE AT EDGE (OPTIONAL)
I
TYPICAL POOL SECTION
POOL EQUIPMENT
SURROUNDED WITH
36' HIGH 5HRU55
,, ,,
G114-, i
Sn PLAN SCALE: 1116" = 1' -0'
KX STATEMENT'
SOIL CONDITION AT 51TE BY VISUAL INSPECTION INDICATES AN
ALLOWABLE BEARING CAPACITY OF 2,000 P.S.F. (UNDISTURBED
SAND AND /OR ROCK )
BOOR MD W& Imm scam
WALL THICKNESS
TOP
BOTTOM
PLACED CONCRETE
6'
6'
FLOOR THICKNESS
BOTTOM
PLACED CONCRETE
6"
ROTATION ANALYSIS
WATER LEVEL ELEVATION (TOP OF WALL)
1325'
POOL DEPTH (BOTTOM OF SLAB)
5.5'
LOW POINT POOL LEVEL
1.15'
FLOOD CRITERIA
10
F.C. DEPTH LEVEL
WALKS
LESS HYDROVERTICAL
- 2.0'
HYDROSTATIC UPLIFT
- 2.15'
PROVIDE CROSS
I'iz' x 18 GAGE METAL STRAP
WITH 2- 1/44 x 3' LONG TAPCON
SCREWS AT EACH STRAP END
UNIT MUST BE INSTALLED TO
WITHSTAND 146 MPH
HURRICANE FORCE WINDS
CONCRETE BASE
4' THICKNESS MINIMUN UNIT MUST BE INSTALLED TO
WITHSTAND 150 MPH
HURRICANE FORCE WINDS
POOL WATER MOtkfl G DE'TAI.
84101.14.4 Connections.
All water heating equipment shall be installed with
Flanges or union connection adjacent to the heater.
I" l -1 .� 1.11. 1
LOT 1 4 5, BLOCK 2 OF 'SUNSET VILLAS',
ACCORDING TO THE PLAT THEREOF AS
RECORDED IN PLAT BOOK 15, PAGE 42 OF THE
PUBLIC RECORD'S OF MIAMI -DADE COUNTY,
FLORIDA
WMV10l1S TABULATION
AM
NET LOT AREA = 14)OW SOFT.
DESCRIPTION
IMPERVIOUS AREA
46' HIGH ALL AROUND POOL
RESIDENCE AND TERRACE
4,112.4 SOFT.
SLABS
'2.5 SOFT.
WALKS
385.6 SOFT.
POOL DECK AND COPING
945.5 SOFT,
TOTAL IMPERVIOUS AREA 5,5S& SOFT,-- 39.98 y.
PERVIOUS AREA
DRIVEWAY AND WALK
626 SOFT,
GREEN AREA
1,516 SOFT.
TOTAL PERVIOUS AREA 8,404 SOFT. = 60.02 %
r'VII kIII
03 0 C�iCt�
r
BARRY SOMME
F.B.C. 2001 - R4101.11 Residential swimming barrier requirement.
BARRIER
DESCRIPTION
CHILD FENCE
46' 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 nondwelling walls including screen
enclosures, when used as part or all of the 'barrier' and meeting the
other barrier requirements, may be as close to the water's edge as
permitted by this code.
PROPOSED NEW
GAS POOL HEATER
(400,000 BTHU)
GAS HEATER TO BE
ON CONCRETE PAD
AND PROVIDE 'h'1
CROSS STEEL WIRES
TO WITHSTAND 146 MPH
WINDS
Cli'Y OF DEPT i�(Vti
�
SIRuCTURA SECTION
APPROVED BY:: _. _------- .. --.-- -
PROVIDE I'1 LINE
POLYETHYLENE PLASTIC
TO SERVE NEW GAS
HEATER
2nd STAGE X12 "+
BEG. _ -- rLI
GAS LINE LENGTH = 30 FT
TABLE 402.4(33)
POLYETHYLENE PLASTIC PIPE
GAS ISOMETW UNDERGROUND
L.P. GAS TAW,
low
150���a1lons)
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DRAWN : R.M.G.
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CHECKED: O.M.F.
DATE : JULY '09
SCALE : SHOWN
JOB NO.: 09 -01631
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