09-724-004RESIDENTIAL POOL ENCLOSURE • c
•
' • r r
f •• r f •- • • r
i r
• t • # 'r • t •i• # • r
I
r' r • r
r •
r• •
# r r r• #• r• r r : • -r
r •i r f #•
r i � i r- f• r i
f i • -s • • ri•-
r •- r•r• .• • r r .
:• i all
•s r
• i' i :r r •' #
i. . rr #. -• • r -
#
r
r s • • r
POOL GENERAL NOTES.
1. SWIMMING POOL WAS DESIGNED ACCORDING TO F.B.C. 2007 RESIDENTIAL AND
2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615. GRADE 60
.Or BUILDER TO FOLLOW FLOTATION INDICATED.
4 ALL POOL PIPING TO BE PVC SCHEDULE AND BEAR THE NFS APPROVAL-
5.
DISPOSAL OF POOL WATER WITHIN LOT AND SUCH POUNDING SHALL NOT
O MORE ONE HOUR DISCHARGE.
6. WATER SUPPLY AND DISPOSAL r IN A WAY SO THA THERE IS NOT
CROSS CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM.
7. GRATE AT MAIN DRAJN SHALL HAVE A FREE AREA FOUR OF •
• HAIR • r LINT STRAINERS SHALL HAVE REMOVABLE AREA THREE
TIMES THE AREA OF #
COMPRESSIVE 9. ALL FLOOR & WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 28 DAY
: OF 0
10. ALL REINRSTEEL TO CONFORM TO A.S.T.M. A615 GRADE 60.
11 ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT
WELD JOINTS.
12. IN ALL CASES, THE POOL CONTRACTOR PRECAUTIONS TO PROTECT
EXISTING STRUCTURES FROM FAILURE BY SHEATHING AND/OR SHORING, OR OTHER
METHODS AS REQUIRED. THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE
SAFETY OF EXISTING STRUCTURES.
11 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN
EASEMENT •.REQUIRED • NOT PREPARED FROM
SURVEYS OF r AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR
SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND ESTABLISH LOT
POOL CONTRACTOR AND/OR OWNER SHALL VERIFY SHOWN AND ALL DIMENSIONS PRIOR TO i
CONSTRUCTION.
DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS.
15. TEMPERATURE OF i THAT MAXIMUM WATER TEMPERATURE
DOES NOT EXCEED 102 DEGREES FAHRENHEIT.
PREPARATION SITE
1.EXCAVATION SHALL REMOVE ROOTS, r ANY •
2. EXISTING SOFT SILT AND ORGANIC SOIL LAYER SHALL BE REMOVED AND REPLACED WITH
STRUCTURAL FILL.
• AND LIME ROCK SOIL • •- • AND USED AS BACKFILL.
4 ONCE THE ORGANIC LAYER HAS BEEN REMOVED, THE DEMUCKED SURFACE SHALL BE
COMPACTED.
5. FILL THEM IN LIFTS NOT r LOOSE
EQUIPMENT. 6. EACH LIFT SHALL BE THOROUGHLY COMPACTED WITH VIBRATORY COMPACTION
7. FILL SHALL CONSIST OF f • r LIME STONE OR GRAVEL FILL MATERIAL SHALL
HAVE A MAXIMUM PARTICLE SIZE OF 3' AND NO MORE THAN 10 % PASSING THE No. 200
f V
FOUNDATION SYSTEM HAS BEEN DESIGNED r•r
CAPACITY OF 0i0' r + LIMEROCK
MIXED WITH SANDY OF CONSTRUCTION AND AFTER THE GROUND
HAS BEEN BROKEN A LETTER WILL BE r TO THE BUILDING OFFICIAL
THAT A REGISTER PROFESSIONAL EN1 • OR OBSERVED THE srTE ANIr
THE SOIL • • TO THOSE UPON DESIGN WAS BASED
NOTES ELECTRICAL
1 . INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM.
INSTALL DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 50'OF FUSED SWITCH AT SERVICE
POINT. ELECTRICAL LIGHT CONNECTION TO COMPLY WITH NEC 660-1575 ART. 680.
2. ALL METALLIC PARTS OF r CONDUIT3, PIPING SYSTEM,
REINFORCING OF POOL SHELL, COPING DECK, FIXTURE HOUSING,
LADDERS • THEIR SUPPORTS BONDED TO A COMMON BONDING GRID AND
GROUNDED TO A COMMON GROUND 1680.26(C)I. BOUNDING • r •• NOT
COPPER SMALLER THAN A #8
3. POOL LIGHT TO BE GROUNDED TO COMMON BONDING GRID CONSISTING OF (1) #8
CONTINUOUS COPPER LOOPED AROUND POOL PERIMETER. LOOP SHALL BE
GROUNDED TO PANEL VIA POOL WALL STEEL, DECK REINFORCING, AND PUMP MOTOR
4. NO RECEPTACLES SHALL BE INSTALL WITHIN I O'OF DISTANCE OF WATER EDGE.
5. ALL DISCONNECTING 14 r SWITCHES MUST BE LOCATED AT LEAST 5
HORIZONTALLY FROM INSIDE OF .•• UNLESS SEPARATED FROM
POOL BY A SOLID FENCE, WALL, OR r THER PERMANENT BARRIER [680.22
r •
Or
r44 =
PIPING LEGEND:
Q 2" SKIMMER LINE
® 2" SPA RETURN LINE
2" SPA HYDROTHERAPY SUPPLY LINE
4 -• DUAL MAIN DRAIN
Ffl 2" POOL DUAL MAIN DRAIN
F61 POOL RETURN
M 2m VACUUM LINE
il" AAm_97AITRAPkAr7MT
PIPING POOL
scale
L'
umm
1.5 HP POOL WITH HAIR 8
LINT STRAINER
60 TDH SELF PRIMING
�F.
A
CARTRIDGE FILTER
PRESSURE GAUGE & I200 SO cT. -
PRESSURE RELIEF VALVE
ry
3 PORT
VALVES vv�'
LPORT
VALVES CHLORIDE
SYSTEM
o® .. r gm
SCHEMATIC EQUIPMENT
im
O DATA
r
1 -
POOL AREA
: rr
•
SPA AREA.
r
r
HP
.•i ., AREA
.' r
SF
POOL PERIMETER
r
M5
FT
SPA PERIMETER
�� •
r
FT
TOTAL PERIMETER
99.95
•
^�
�AVERAG POOL DEPTH
4.25
�T •/
FT
` ,0 ...
0.
;r
III
SPA AVERAGE DEPTH
ri.
rr
FT
., CA. *
..
GALLO
(PbOU SPA)
11349.40
(GALLONS)
POOL PUMP S17F
r
1 -
POOL PUMP CAPACITY (HEAD 60 FT);
(GAUMIN)
`• PUMP SIZE
DEPTH OF POO AT DEEP END
DEPTH • • a i !
AVE, * , i'' a - /
r
HP
.. PUMP CAPACITY (HEAD • r FT)
(GAUMIN)
CARTRIDGE FILTER
#ii CRITERIA •
M5
SF
FILTRATION
�� •
r
••i • OEM 1111:33 AM . •
POOL TURNOVER
•
^�
TURNOVER SPA
UPLIFT PRESSURE
�T •/
■ ■ I I III
BENCHS STAIRS AREA
;r
III
BENCHES STAIRS PERIMETER
rr
FT
STAIRS BENCHES VOLUME
..
r...i..
CUBIC-YARD
TOTAL OF • OF •
: • •
DECK PERIMETER
DECK "
.r rr
SF
,_ ' . THICKNESS
I
i i `ii ' � • i
�®
AVERAGE
DEPTH OF POO AT DEEP END
DEPTH • • a i !
AVE, * , i'' a - /
r
#ii CRITERIA •
r
INICIAL WATER HEAD
�� •
••i • OEM 1111:33 AM . •
1r
F.-Nomfgal MT.
^�
UPLIFT PRESSURE
�T •/
,_ ' . THICKNESS
I
I
AVERAGE
WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND (MM/S) FOR PRESSURE
PIPING AND 8 FEET PER SECOND FOR SUCTION PIPING
"FLOOD CRITERIA ELEVATION HAS BEEN SELECTED BASED ON AMENDED PLAT OF FLOOD - CRITERIA
MAP, SHEETS 1, 2, 3, 4, AND 5 RECORDED IN PB. 91 P69, PB 114 P89, AND PB 119 P29 OF THE PUBLIC
RECORDS OF MIAMI DADE COUNTY, MARCH 1982."
8
quill
LEVEL AT MAX.
i
DEPTH
a-