05-1213-006POOL 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 TIL
NOTE — STEP
NOT REQUINLU
18" 12" 12"
STEP SECTION
NOT TO SCALE
0
36"
4 RISERS AT
10" EACH
2" BULLNOSE
TILE NOSING
6"
#3@ 9" 0. C. E.W.
AT MID —DEPTH
_10
SWI M OU T SECTION
NOT TO SCALE
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
LIGHT BOUY
UNDERWATER LIGHT DETAIL
NO SCALE
200A HOUSE,
DISC. PANEL
200
FPL METER Q AMP
TIMER
20A SWITCH �
3 #12 THWN IN 1/2" COND.____
2 HP PUMP
** 14 FOR 75 & 100W
12 FOR 150W
10 FOR 200 & 30OW
1- 2P -50A 2 #8 THWN + 1 #10 THHN IN
1- 2P -20A 1/2" COND.
1- 1P -15A/
5 HP HEAT PUMP
50A DISC �1�
I N 2'THOD 1 #12 THWN
CN
24V. DC TRANSORMER
CHLORMATIC
SWITCH
16V TRANSFORMER
JUNCTION BOX
12V
150W POOL
LIGHT
1Z C� 75W
12V
2 # ** + 1 #12 YH WN SPA
IN \" COND. LIGHT
RISER DIAGRAM
PLUMBING NOTES:
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.
0
TEE `
SAME SIZE
AS PUMP
SUCTION
Q �5
2�
%3NTi�o
0,, �4 /N�'TF -i'
C,
2 -� M /N�'�C�
2.,
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�R
os
S P P J
5' SP P \NoRP�N
2 �P
,
�l2
RECIRCULATION PUMP
2 HP, 95 GPM AT 60' TDH
SELF PRIMING
ISOMETRIC
PROVIDE SCREEN
MESH `AT JOINT
WATER LEVEL
WEI R C
CERAMIC TILE
THROAT
POOL WALL ,
SPA POOL
JP OF POOL OR SPA
DPING, WHICHEVER HIGHER
i To
ADJUSTABLE LID
CONCRETE
BASKET
(MIN 75 SQ.IN.)
�SUCTION LINE
SKIMMER DETAIL
` NO SCALE
POOL AND SPA DATA:
SWIMMING POOL
35
SURFACE AREA SQ. FT.
493
655
VOLUME GALLONS
14760
TURNOVER HOURS
4
24
PERIMETER FEET
96
top
74,: `
k
U.S. Structures, Inc.
Structural Engineers
-444!- SOUTHWEST 71st AVE, #103
- -. MIAMI, FLORIDA 33155
305.665.4555 FAX 305.665.5522
usstructuresinc.com
CA 8439
N
O
LL_J
Q)
rr)
Cn
W
�
L
O
O
cn
LL_
o
°)
Co
O
..
••-
O
CD
0
O
Q
0
c
��
Ln
c0
U)
X Q
4-J
Qo
0
yo
Ln
L_
00
0
O
4 S�
S 1 0 N S:
SEAL: r.�t, ;'..
JOSE A: TOLEDO, P.E.
STRUCTURAL ENGINEER
FL P.E. #54891
D RAIN Ni _ :
JAT ;
CHECKED 4 --
JAT -
DAl E - -
August -1, 2005 SCAL-E, -
As Inftated - -
JOB NO.
SDP 05.035.2
SHE-ET
-
P -2
OF 8 SHEETS