05-1212(2)-006POOL SAFETY DEVICES:
AS PER THE FLORIDA BUILDING CODE, THIS POOL AND /OR SPA SHALL BE
PROTECTED (AT THE OWNER'S EXPENSE)FROM UNAUTHORIZED AQCCESS
IN ACCORDANCE WITH ONE OF THE FOLLOWING:
1. A PERIMETER FENCE SHALL BE LOCATED AROUND THE POOL UTILIZING A PART
OF THE HOUSE AS A BARRIER. THIS METHOD, AT THE OWNER'S EXPENSE, SHALL REQUIRE
COMPLIANCE WITH ARTICLE 424.2.17 OF THE FLORIDA BUILDING CODE.
ACCESS THROUGH THE BARRIER SHALL BE THROUGH SELF CLOSING, SELF
LATCHING GATES COMPLYING WITH THE ABOVE INDICATED ARTICLE.
IF A PART OF THE HOUSE IS TO BE USED AS THE BARRIER, ALL DOORS
AND WINDOWS WITH DIRECT ACCESS TO THE POOL SHALL BE EQUIPPED
WITH AN EXIT ALARM COMPLYING WITH UL 2017 THAT HAS A MINIMUM
SOUND PRESSURE RATING OF 85 dB A AT 10 .FEET AND IS EITHER HARD
WIRED OR OF THE PLUG —IN TYPE. THE EXIT ALARM SHALL PRODUCE A
CONTINUOUS AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE
OPENED. THE ALARM SHALL SOUND IMMEDIATELY AFTER THE DOOR IS
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE
DURING NORMAL HOUSEHOLD ACTIVITIES. THE ALARM SHALL BE
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE
ALARM FOR A SINGLE OPENING. SUCH DEACTIVATION SHALL LAST
NO LONGER THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR.
2. A SAFETY NET OR COVER SHALL BE INSTALLED COMPLETELY COVERING THE
SURFACE OF THE POOL AND /OR SPA THEREBY PREVENTING ACCESS TO THE
WATER. THE NET OR COVER SHALL BE IN COMPLIANCE WITH ASTM F1346 -91.
3. A CHILD SAFETY FENCE (KIDDIE FENCE) A MINIMUM OF 48 INCHES IN HEIGHT SHALL
BE INSTALLED AROUND THE PERIMETER OF THE POOL PREVENTING ACCESS TO THE
WATER FROM ALL DIRECTIONS. THE SAFETY FENCE SHALL BE PERMANENTLY INSTALLED
AT ONE END WHICH CAN ONLY BE REMOVED BY TOOLS.
4. A COMBINATION OF THE PERIMETER FENCE AND CHILD FENCE MAY BE USED TO
PREVENT ACCESS TO THE POOL PROVIDED THE CHILD FENCE IS INSTALLED IN
COMPLIANCE WITH ITEM 3 ABOVE.
OPTIONAL 2"
BULLNOSE TI
NOTE — STEI
NOT REQUIREu
18"129$ 12"
STEP SECTION
NOT TO SCALE
36"
4 RISERS AT
10" EACH
6„ I o
2" BULLNOSE
TILE NOSING
6"
#3@ 9" 0. C. E.W.
AT MID -DEPTH
110
SWI M OU T SECTION
BOND WIRE TO
POOL STEEL
NOTE: BOND WIRE TO BE SECURED
TO STEEL WITH APPROVED CLAMP.
CLAMP TO BE ENCASED IN DECK
SLAB OR CONCRETE BOX PROVIDING
MIN. 3" OF COVER AROUND CLAMP
1" NON METALIC CONDUIT
TO JUNCTION BOX
2 3 BARS
ACROSS NICHE
POOL WALL STEEL
�
I �
LIGHT BOUY
UNDERWATER LIGHT DETAIL
NO SCALE
,
PLUMBING NOTES: I
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON- THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS.
2. ALL SUCTION PIPING° SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE- PLUMBING SECTION 309 AS IT PER-
TAINS TO BOUYANCY.
7. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL
BE LESS THAN 8 FEET PER SECOND.
8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL
BE LESS THAN 10 FEET PER SECOND.
9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES.
STRUCTURAL NOTES:
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE
APPLICATION OF HEAT TO THE STEEL.
2•
0
TEE
SAME SIZE
AS'PUMP
SUCTION
4-1��Na T�V
C�
LTA I_\I,11I17:�_\I Ilk m9]ar_\I
5 HP HEAT PUMP
129,000 BTU
POOL FILTER WITH 300
SQ. FT. OF SURFACE AREA
CARTRIDGE
1.5" HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
15
SQ p, NPNG��
2 �G
GAO SQ
25 �P�NO
RECIRCULATION PUMP
2 HP, 95 GPM AT 60' TDH
SELF PRIMING
ISOMETRIC
PROVIDE SCREEN
MESH AT JOINT
DP OF POOL OR SPA
OPING, WHICHEVER HIGHER
`.. , DETAIL
NO SC=
WATER LEVEL ADJUSTABLE LID
\ WEIR
T CONCRETE
CERAMIC TILE BASKET
THROAT (MIN 75 SQ.IN.)
POOL WALL
SUCTION LINE
SKIMMER DETAIL
NO SCALE
POOL AND SPA DATA:
SPA POOL
SWIMMING POOL
35
1- 2P -50A 2 #8 THWN + 1 #10 THHN IN
200A HOUSE
1- 2P -20A 1/2" COND.
1- 1P -15A
DISC. PANE L
14760
200
5 HP HEAT PUMP
FPL METER 0 AMP
50A DISC
PERIMETER FEET
2 "T #12 THWN
'"11 2 COND 1
TIMER
0 24V. DC TRANSORMER
20A SWITCH
CHLORMATIC
3 #12 THWN IN 1/2" COND.
SWITCH
O
16V TRANSFORMER
JUNCTION BOX
2 HP PUMP
12V
** 14 FOR 75 & 100W
150W POOL
12 FOR 150W
LIGHT
10 FOR 200 & 30OW
75W
12V
2 # ** + 1 #12
HWN SPA
IN \" COND.
LIGHT
RISER
DIAGRAM
,
PLUMBING NOTES: I
1. ALL POOL AND EQUIPMENT PIPING SHALL BE SCHEDULE 40,
PVC -PW, NON- THREADED, NSF APPROVED SUPPORTED CONTINUOUSLY
ON GROUND OR ON MAXIMUM 4'0" CENTERS WITH CLEVIS HANGERS.
2. ALL SUCTION PIPING° SHALL BE 2" DIAMETER AND ALL
PRESSURE PIPING 1 1/2" DIAMETER UNLESS OTHERWISE NOTED.
3. POOL WATER DISPOSAL SHALL BE
IN ACCORDANCE WITH LOCAL BUILDING DEPARTMENT REQUIREMENTS.
4. ANTI VORTEX MAINDRAINS SHALL HAVE ITS PLATE SECURELY
FASTENED WITH TAMPERPROOF SCREWS.
5. POOL VACUUM SHALL HAVE SPRING LOADED CAP IN ACCORDANCE
WITH THE FLORIDA BUILDING CODE.
6. ALL PIPING SHALL BE INSTALLED IN ACCORDANCE WITH THE
FLORIDA BUILDING CODE- PLUMBING SECTION 309 AS IT PER-
TAINS TO BOUYANCY.
7. THE WATER VELOCITY THROUGH ALL SUCTION PIPING SHALL
BE LESS THAN 8 FEET PER SECOND.
8. THE WATER VELOCITY THROUGHT ALL PRESSURE PIPING SHALL
BE LESS THAN 10 FEET PER SECOND.
9. ALL PIPING SHALL BE SUITABLE FOR EXPOSURE TO ULTRA
VIOLET RADIATION AND NORMAL OPERATING TEMPERATURES.
STRUCTURAL NOTES:
1. ALL POOL CONCRETE SHALL DEVELOP A MINIMUM 28 DAY
COMPRESSIVE STRENGTH OF 3000 PSI.
2. ALL REINFORCING STEEL SHALL HAVE A MINIMUM YIELD
STRENGTH OF 60,000 PSI.
3. ALL DECK CONCRETE (WHEN INSTALLED UNDER THESE PLANS)
SHALL HAVE A MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI.
4. THE DESIGN OF THIS PROJECT HAS INCORPORATED A
RATIONAL DESIGN APPROACH BASED ON ACCEPTED ENGINEERING
PRINCIPALS.
5. ALL REINFORCING STEEL SPLICES SHALL BE 18" IN LENGTH UNLESS
OTHERWISE INDICATED ON THESE PLANS.
6. ALL REINFORCING STEEL BENDS SHALL BE BY HAND WITHOUT THE
APPLICATION OF HEAT TO THE STEEL.
2•
0
TEE
SAME SIZE
AS'PUMP
SUCTION
4-1��Na T�V
C�
LTA I_\I,11I17:�_\I Ilk m9]ar_\I
5 HP HEAT PUMP
129,000 BTU
POOL FILTER WITH 300
SQ. FT. OF SURFACE AREA
CARTRIDGE
1.5" HYDROSTATIC RELIEF
TUBE. ONLY ONE REQUIRED
15
SQ p, NPNG��
2 �G
GAO SQ
25 �P�NO
RECIRCULATION PUMP
2 HP, 95 GPM AT 60' TDH
SELF PRIMING
ISOMETRIC
PROVIDE SCREEN
MESH AT JOINT
DP OF POOL OR SPA
OPING, WHICHEVER HIGHER
`.. , DETAIL
NO SC=
WATER LEVEL ADJUSTABLE LID
\ WEIR
T CONCRETE
CERAMIC TILE BASKET
THROAT (MIN 75 SQ.IN.)
POOL WALL
SUCTION LINE
SKIMMER DETAIL
NO SCALE
POOL AND SPA DATA:
SPA POOL
SWIMMING POOL
35
SURFACE AREA SQ. FT.
493
655
VOLUME GALLONS
14760
TURNOVER HOURS
4
24
PERIMETER FEET
96
■ m
U.S. Structures Inc. -:
Structural Engineers -
4444 SOUTHWEST 71si -AVE, #103
MIAMI, FLORIDA 33155
305.665.4555 FAX-305.EF5.5522-
usstructu resin c.nom:
CA 8439
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SEAL:
JOSE A. TOL'06 P 6, - ` n •1� ,`-
STRUCTURAL,N�3q�E'�R »j,;,��
FL P.E. #54891
DRAWN '
JAT
CHECKED
JAT
DATE
August 1, 2005
SCALE
As Indicated
JOB NO.
SDP 05.035.2
SHEET
P-2
OF 8 SHEETS