13-1200-001RESIDENTIAL SWIMMING POOL ENCLOSURE NOTES (F.B.R.C.
2010, 424.2 CHAPTER 41 )
RESIDENTIAL SWIMMING POOLS SHALL COMPLY WITH R4101 .17.1 THROUGH R4101.17.1.i LEGAL DESCRIPTION;
THE TOP OF THE BARRIER SHALL BE AT LEAST 4S INCHES ABOVE GRADE MEASURED ON THE SIDE OF THE
BARRIER WHICH FACES AWAY FROM THE SWIMMING POOL THE MAXIMUM VERTICAL CLEARANCE BETWEEN 36 54 40 MAP OF LARKI N S PINES P13 24 -20 LOT 18 & N1/2 LOT 17
GRADE AND THE BOTTOM OF THE BARRIER SHALL BE 2 INCHES MEASURED ON THESIDE OF THE BARRIER B L K 3 LOT SIZE 75.000 X 140 OR 27674-1626 041101
WHICH FACES AWAY FROM THE SWIMMING POOL. WHERE THE TOP OF THE POOL STRUCTURE IS ABOVE
GRADE THE BARRIER MAY BE AT GROUND LEVEL OR MOUNTED ON TOP OF THE POCLSTRUCTURE. WHERE ACCORDINGTO THE PLAT THEREOF AS RECORDED IN PLAT
THE BARRIER IS MOUNTED ON TOP OF THE POOL STRUCTURE, THE MAXIMUM VERTICAL CLEARANCE BOOK , PAGE OF THE PUBLIC RECORDS OF MIAMI DAD E
BETWEEN THE TOP OF THE POOL STRUCTURE AND THE BOTTOM OF THE BARRIER SHALL BE 4 INCHES.
OPENINGS IN THE BARRIER SHALL NOT ALLOW PASSAGE OF A 44NCH DIAMETER SPHERE. COUNTY, FLORIDA.
SOLID BARRIERS WHICH DO NOT HAVE OPENINGS SHALL NOT CONTAIN INDENTATIONS OR PROTRUSIONS
EXCEPT FOR NORMAL CONSTRUCTION TOLERANCES AND TOOLED MASONRY JOINTS. LEGEND
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE
BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS LESS THAN 45 INCHES, THE HORIZONTAL MEMBERS
SHALL BE LOCATED ON THE SWIMMING POOL SIDE OF THE FENCE. SPACING BETWEEN VERTICAL MEMBERS
SHALL NOT EXCEED 1-/4 INCHES IN WIDTH. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL
MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1.3/4 INCHES IN WIDTH,
WHERE THE BARRIER IS COMPOSED OF HORIZONTAL AND VERTICAL MEMBERS AND THE DISTANCE
BETWEEN THE TOPS OF THE HORIZONTAL MEMBERS IS 45 INCHES OR MORE, SPACING BETWEEN VERTICAL
MEMBERS SHALL NOT EXCEED 4 INCHES. WHERE THERE ARE DECORATIVE CUTOUTS WITHIN VERTICAL
MEMBERS, SPACING WITHIN THE CUTOUTS SHALL NOT EXCEED 1 -3/4 INCHES IN WIDTH.
MAXIMUM MESH SIZE FOR CHAIN LINK FENCES SHALL BE A 2 -1/4 INCH SQUARE UNLESS THE FENCE IS
PROVIDED WITH SLATS FASTENED AT THE TOP OR BOTTOM WHICH REDUCE THE OPENINGS TO NO MORE
THAN 1-X4 INCHES. UNLESS THERE IS AN EXISTING FENCE
WHERE THE BARRIER IS COMPOSED OF DIAGONAL MEMBERS, THE MAXIMUM OPENING FORMED BY THE ( COMPL YXG WT TI-1 F.B.R.C. 2010, 424.2 CHAPTER 41)
DIAGONAL MEMBERS SHALL BE NO MORE THAN 1-34 INCHES.
ACCESS GATES SHALL COMPLY WITH THE REQUIREMENTS OF R4101.17.1 THROUGH R4101.17.1.8 AND 2 DECK BY OTHERS 3 NEW SWIMMING POOL & SPA
SHALL BE EQUIPPED TO ACCOMMODATE A LOCKING DEVICE. PEDESTRIAN ACCESS GATES SHALL OPEN O
OUTWARD AWAY FROM THE POOL AND SHALL BE SELF -CLOSING AND HAVE A SELF - LATCHING DEVICE.
A
# i C.U. APPROVED
SOLID FOR DIRECT
BURIAL-
B
# 8 SOLID C.U.
11" MIN. TO 24"
MAX. FROM
CONTOUR OF A POOL A SPLIT BOLD A
POOL 360 B STEEL B
REBAR APPROVED
DEGREES WITH 4 CLAMP
EQUAL BONDING
POINTS TO THE STEEL
POOL STEEL 6" B
DEPTH MIN. # S
B
A # S C.U.
SAME LEVEL --SOLID
S TRENCH AS SUPLY
& RETURN WATER PIPE POOL
TO PUMP EQUIP.
ALTERNATE DESIGN EQUAL TO THE
EQUIPOTENTIAL BONDING GRID REQUIREMENTS
OF THE 2010 EDITION N.E.C. 680.26 (C)
GATES OTHER THAN PEDES I RLAN ACCESS GATES SHALL HAVE A SELF - LATCHING DEVICE. WHERE THE '
RELEASE MECHANISM OF THE SELF- LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE EXIST. 6' H IG H WALL 1 SET(3- #1 THWN Cu) x "�
BOTTOM OF THE GATE, THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT 75.00 " C.B.S. FENCE + (1) #6 G IN 3/4" C �" 0,
LEAST 3 INCHES BELOW THE TOP OF THE GATE, AND THE GATE AND BARRIER SHALL HAVE NO OPENING ti,
GREATER THAN 1/2 INCH WITHIN 18 INCHES OF THE RELEASE MECHANISM. 1SET(3- #3 THWN Cu)
WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL + (1) #8 G IN 3/4" C h
i SET 3- #1/O THWN
APPLY:
d L EXISTING SERVICE + ( „ Cu)
1. ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN + "S } ` AS DIRECTED BY FPL (1) #C G IN 3/4 C Z
ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE Y
w
ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR IS 125 AMPS
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD DISC. /PANEL
k
ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER All CONDITIONS. THE ALARM SHALL BE I r ti* "' 9
MACHINE 120/240V
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. h y 1 PHASE � ❑
SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE -' Y 125A . EXISTING. NEW O
EXIST. 6' HIGH I �t NEW 3 WIRES C� (�
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR M PANEL A. PANEL C. o) Z
WOOD FENCE PANEL B. Cv F
2. OTHER MEANS OF PROTECTION, SUCH AS SELF-CLOSING DOORS WITH SELF - LATCHING DEVICES OR 100A .
METER 2 # 12 THHN P
DOORS WITH POSITIVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE (1 ooL PUMP o �
125A . 125 AMPS 100 AMPS K 2oA 1 # 12 THHN G VARIABLE SPEED -
If71MER IN 1/2" COND Z m
THE THRESHOLD, WHICH ARE APPROVED BY THE ADMINISTRATIVE AUTHORITY, SHALL BE ACCEPTED. DISC. /PANEL DISC./PANEL u 3 HP, 230V
WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS 120/240V 120/240V Q
MOUNTED ON TOP OF THE POOL STRUCTURE, AND THE MEANS OF ACCESS IS A LADDER OR STEPS, THE 2 $�_ 1 Q'� DISC. /PANEL 1 PHASE 1 PHASE 120.1zv 2 N 12 THHN (P R N) 75W
LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR REMOVED TO PREVENT �K 15A 1 * 1 z THHN c - W
120/240V 3 WIRES 3 WIRES sw 300 W IN 112" CON ' �" root a
ACCESS, OR THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE 1 PHASE TRANSF COLOR >
REQUIREMENTS OF R4101.17.1.1 THROUGH R4101,17.1.10 WHEN THE LADDER OR STEPS ARE SECURED, 3 WIRES LIGHT o W Q
2 * 12 THHN (P i N)
LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOTALLOW THE PASSAGE OF A 4 INCH DIAMETER THHN c • is
SPHERE. 1 #2 IN 1" C IN v2' COND SPA COLOR a
INDOOR SWIMMING POOLS, ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH SPAT Of
R4101.17.1.B r.,,. 1$1 -3u \BY OTHERS
I rf 3 ONNECTED TO BUILDING FOOTING 1GFI RECEPTACLE WET NICHE
PROHIBITED LOCATIONS. BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES, I O EXIST. 4' HIGH - rFPL SERVICE REINFORCING BAR BONDED TO is MIN 2, AX APPROVED FLEXIBLE
EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CLIMB THE BARRIERS. FROM WATER LINE CORD a (1) *8 (G)
CHAIN LINK FENCE 3 #4 /0 THWN N 1 °coND
CONTRACTOR SHALLVERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING ATTHE JOB SITE I P • E (- Cu) ) A 3/4" COPPER WATER PIPE
REPORTING ANY INCONSISTENCY TO THE ARCHITECT(ENGINEER PRORTOANY CHANGE REQUIERED, i ISET(3 - #1 10 THWN Cu) STUB -OUT
I NEW IN 2" C(UNDERGROUND) -- .j
OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY ! 6
REQUIERED REVISION TO THE PLAN. I E TERRACE EXISTING ELECTRICAL RISER DIAGRAM TYPICAL SCHEMATIC CONNECTION DETAIL o
Z
Fool UNDER N.T.S.
POOL GENERAL NOTES. (
1. SWIMMING POOL WAS DESIGNED ACCORDING TO 1 AND ANSUNSPI4, ANSIMSPI A. ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC.
I I ,
2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615. GRADE So B. NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S
BY WATER EDGE UNLESS IT 1 i' OR HIGHER.
3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED. '125 AMP jj.
'
4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL
E. POOL O OTHERS C. GROUND ALL BOXES, LIGTHS, MOTORS, LADDERS, ETC WITH #i GROUND WIRE.
I D DECK ATtOU
5. DISPOSAL OF POO LWATERWITHINLOTLINESAND SUCH POUNDING SHALL NOT PERSIST FOR MORE PANEL "C"
REQUIRED
PROPOSED
LOT AREA
10.000 S.F. MIN.
10.500 S.F.
MIN. POOL REAR SETBACKS.(Ft.)
7.5' FT. MIN.
34' -711 FT.
MIN. POOL SIDE ( LEFT HAND)
10' FT. MIN.
28' -10" FT.
MIN. POOL SIDE ( RIGHT HAND)
10' FT. MIN.
18' -3" FT.
MAX. BUILDING COVERAGE ( %)
30%
29.28%
MAX. IMPERVIOUS COVERAGE ( %)
(BUILDING, POOL, DECK, DRIVEWAY)
40%
33.75%
A
# i C.U. APPROVED
SOLID FOR DIRECT
BURIAL-
B
# 8 SOLID C.U.
11" MIN. TO 24"
MAX. FROM
CONTOUR OF A POOL A SPLIT BOLD A
POOL 360 B STEEL B
REBAR APPROVED
DEGREES WITH 4 CLAMP
EQUAL BONDING
POINTS TO THE STEEL
POOL STEEL 6" B
DEPTH MIN. # S
B
A # S C.U.
SAME LEVEL --SOLID
S TRENCH AS SUPLY
& RETURN WATER PIPE POOL
TO PUMP EQUIP.
ALTERNATE DESIGN EQUAL TO THE
EQUIPOTENTIAL BONDING GRID REQUIREMENTS
OF THE 2010 EDITION N.E.C. 680.26 (C)
GATES OTHER THAN PEDES I RLAN ACCESS GATES SHALL HAVE A SELF - LATCHING DEVICE. WHERE THE '
RELEASE MECHANISM OF THE SELF- LATCHING DEVICE IS LOCATED LESS THAN 54 INCHES FROM THE EXIST. 6' H IG H WALL 1 SET(3- #1 THWN Cu) x "�
BOTTOM OF THE GATE, THE RELEASE MECHANISM SHALL BE LOCATED ON THE POOL SIDE OF THE GATE AT 75.00 " C.B.S. FENCE + (1) #6 G IN 3/4" C �" 0,
LEAST 3 INCHES BELOW THE TOP OF THE GATE, AND THE GATE AND BARRIER SHALL HAVE NO OPENING ti,
GREATER THAN 1/2 INCH WITHIN 18 INCHES OF THE RELEASE MECHANISM. 1SET(3- #3 THWN Cu)
WHERE A WALL OF A DWELLING SERVES AS PART OF THE BARRIER, ONE OF THE FOLLOWING SHALL + (1) #8 G IN 3/4" C h
i SET 3- #1/O THWN
APPLY:
d L EXISTING SERVICE + ( „ Cu)
1. ALL DOORS WITH DIRECT ACCESS TO THE POOL THROUGH THAT WALL SHALL BE EQUIPPED WITH AN + "S } ` AS DIRECTED BY FPL (1) #C G IN 3/4 C Z
ALARM WHICH PRODUCES AN AUDIBLE WARNING WHEN THE DOOR AND ITS SCREEN ARE OPENED. THE Y
w
ALARM SHALL SOUND CONTINUOUSLY FOR A MINIMUM OF 30 SECONDS IMMEDIATELY AFTER THE DOOR IS 125 AMPS
OPENED AND BE CAPABLE OF BEING HEARD THROUGHOUT THE HOUSE DURING NORMAL HOUSEHOLD DISC. /PANEL
k
ACTIVITIES. THE ALARM SHALL AUTOMATICALLY RESET UNDER All CONDITIONS. THE ALARM SHALL BE I r ti* "' 9
MACHINE 120/240V
EQUIPPED WITH A MANUAL MEANS TO TEMPORARILY DEACTIVATE THE ALARM FOR A SINGLE OPENING. h y 1 PHASE � ❑
SUCH DEACTIVATION SHALL LAST NO MORE THAN 15 SECONDS. THE DEACTIVATION SWITCH SHALL BE -' Y 125A . EXISTING. NEW O
EXIST. 6' HIGH I �t NEW 3 WIRES C� (�
LOCATED AT LEAST 54 INCHES ABOVE THE THRESHOLD OF THE DOOR M PANEL A. PANEL C. o) Z
WOOD FENCE PANEL B. Cv F
2. OTHER MEANS OF PROTECTION, SUCH AS SELF-CLOSING DOORS WITH SELF - LATCHING DEVICES OR 100A .
METER 2 # 12 THHN P
DOORS WITH POSITIVE MECHANICAL LATCHING LOCKING DEVICES INSTALLED A MINIMUM 54 INCHES ABOVE (1 ooL PUMP o �
125A . 125 AMPS 100 AMPS K 2oA 1 # 12 THHN G VARIABLE SPEED -
If71MER IN 1/2" COND Z m
THE THRESHOLD, WHICH ARE APPROVED BY THE ADMINISTRATIVE AUTHORITY, SHALL BE ACCEPTED. DISC. /PANEL DISC./PANEL u 3 HP, 230V
WHERE AN ABOVEGROUND POOL STRUCTURE IS USED AS A BARRIER OR WHERE THE BARRIER IS 120/240V 120/240V Q
MOUNTED ON TOP OF THE POOL STRUCTURE, AND THE MEANS OF ACCESS IS A LADDER OR STEPS, THE 2 $�_ 1 Q'� DISC. /PANEL 1 PHASE 1 PHASE 120.1zv 2 N 12 THHN (P R N) 75W
LADDER OR STEPS EITHER SHALL BE CAPABLE OF BEING SECURED, LOCKED OR REMOVED TO PREVENT �K 15A 1 * 1 z THHN c - W
120/240V 3 WIRES 3 WIRES sw 300 W IN 112" CON ' �" root a
ACCESS, OR THE LADDER OR STEPS SHALL BE SURROUNDED BY A BARRIER WHICH MEETS THE 1 PHASE TRANSF COLOR >
REQUIREMENTS OF R4101.17.1.1 THROUGH R4101,17.1.10 WHEN THE LADDER OR STEPS ARE SECURED, 3 WIRES LIGHT o W Q
2 * 12 THHN (P i N)
LOCKED OR REMOVED, ANY OPENING CREATED SHALL NOTALLOW THE PASSAGE OF A 4 INCH DIAMETER THHN c • is
SPHERE. 1 #2 IN 1" C IN v2' COND SPA COLOR a
INDOOR SWIMMING POOLS, ALL WALLS SURROUNDING INDOOR SWIMMING POOLS SHALL COMPLY WITH SPAT Of
R4101.17.1.B r.,,. 1$1 -3u \BY OTHERS
I rf 3 ONNECTED TO BUILDING FOOTING 1GFI RECEPTACLE WET NICHE
PROHIBITED LOCATIONS. BARRIERS SHALL BE LOCATED SO AS TO PROHIBIT PERMANENT STRUCTURES, I O EXIST. 4' HIGH - rFPL SERVICE REINFORCING BAR BONDED TO is MIN 2, AX APPROVED FLEXIBLE
EQUIPMENT OR SIMILAR OBJECTS FROM BEING USED TO CLIMB THE BARRIERS. FROM WATER LINE CORD a (1) *8 (G)
CHAIN LINK FENCE 3 #4 /0 THWN N 1 °coND
CONTRACTOR SHALLVERIFIED ALL DIMENSIONS AND CONDITIONS ON THE DRAWING ATTHE JOB SITE I P • E (- Cu) ) A 3/4" COPPER WATER PIPE
REPORTING ANY INCONSISTENCY TO THE ARCHITECT(ENGINEER PRORTOANY CHANGE REQUIERED, i ISET(3 - #1 10 THWN Cu) STUB -OUT
I NEW IN 2" C(UNDERGROUND) -- .j
OTHERWISE THE CONTRACTOR SHALL BEAR FULL RESPONSIBILITY OF SUCH CHANGES AND ANY ! 6
REQUIERED REVISION TO THE PLAN. I E TERRACE EXISTING ELECTRICAL RISER DIAGRAM TYPICAL SCHEMATIC CONNECTION DETAIL o
Z
Fool UNDER N.T.S.
POOL GENERAL NOTES. (
1. SWIMMING POOL WAS DESIGNED ACCORDING TO 1 AND ANSUNSPI4, ANSIMSPI A. ALL POOL ELECTRICAL WORK SHALL COMPLY WITH NEC.
I I ,
2. REINFORCING BARS TO BE NEW BILLET GRADE CONFORMING TO ASTM A-615. GRADE So B. NO OVERHEAD ELECTRICAL WIRING SHALL BE LOCATED WITHIN 10' OF POOL'S
BY WATER EDGE UNLESS IT 1 i' OR HIGHER.
3. POOL BUILDER TO FOLLOW FLOTATION ANALYSIS AS INDICATED. '125 AMP jj.
'
4. ALL POOL PIPING TO BE PVC SCHEDULE 40 AND BEAR THE NFS APPROVAL
E. POOL O OTHERS C. GROUND ALL BOXES, LIGTHS, MOTORS, LADDERS, ETC WITH #i GROUND WIRE.
I D DECK ATtOU
5. DISPOSAL OF POO LWATERWITHINLOTLINESAND SUCH POUNDING SHALL NOT PERSIST FOR MORE PANEL "C"
I
VENT
MAX
HP
RATE
SIZES
ND POOL REQUIRE (4) EQUAL SIDES BONDED WITHIN 3 OF THE RIM.
THAN ONE HOUR DISCHARGE. _
115 gpm
I I
62 LF
-VENT IS DESIGNED TO EVACUATE
SUCTION IN 3 SEC. OR LESS PER FUC 424
-THIS SAFETY VACUUM RELIEF SY5 + EM IS
A NON- MECHANICAL VENT SYSTEM THAT
O
E. ALL SWIMMING POOL PUMPS
REQUIRE GFCI BREAKERS AS PER NEC 610.226
6. WATER SUPPLY AND DISPOSAL SHALL BE INSTALLED IN A WAY SO THA THERE IS NOT CROSS
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❑
h 3
r i� �•�I '
'Z to) Cn • ~ �
F. COMPLY WITH NEC 680.22
N Y g
_
CONNECTION WITH A DOMESTIC WATER SUPPLY OR WATER DISPOSAL SYSTEM.
I I
G. COMPLY WITH FBC E 403.8
7. GRATE AT MAIN DRAIN SHALL HAVE A FREE AREA FOUR TIMES THE AREA OF SUCTION LINE.
I
S. HAIR AND LINT STRAINERS SHALL HAVE REMOVABLE_ SCREEN WITH A FREE AREA THREE TIMES THE " O
I
PRESSURE GAUGE a
CARTRIDS3E FILTER
. -:`."" �I
_"'--'AREA OF THE-SUCTION LINE (4 "DiA. MIN.).
�
i
�
,
�'
-
I
PRESSURE RELIEF VALVE
320 S.F.
9. ALL FLOOR S WALLS OF POOL TO BE PNEUMATICALLY APPLIED CONC. WITH A MIN. 2i DAY COMPRESSIVE
I
I
IMER
STRENGTH OF 3000 P.S.I.
I
I
I
CV POOL PLIMr
r
10. ALL POOL PIPING TO BE SCHEDULE 40 PVC NON THREADED NSF PIPE WITH SOLVENT WELD JOINTS.
M VARIABLE SPEED
3 HP, 230V
11. IN ALL CASES, THE POOL CONTRACTOR SHALL TAKE ALL PRECAUTIONS TO PROTECT EXISTING
I
Wi HAIR a LINT
% r
STRUCTURES FROM FAILURE BY SHEATHING AND /OR SHORING, OR OTHER METHODS AS REQUIRED. THE
I
I
STRAINER
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY OF EXISTING STRUCTURES.
12 THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENT OR
REQUIRED SETBACK AREAS PLOT PLANS NOT PREPARED FROM LEGAL SURVEYS OF THE EXI TIN L
I
I
7
EXIST.
4'
VENT PINE MAX. LENGTH
FLOW
VENT
MAX
HP
RATE
SIZES
LENGTH
3
115 gpm
1 1"
62 LF
-VENT IS DESIGNED TO EVACUATE
SUCTION IN 3 SEC. OR LESS PER FUC 424
-THIS SAFETY VACUUM RELIEF SY5 + EM IS
A NON- MECHANICAL VENT SYSTEM THAT
WILL LIMIT THE TRANSMISSION OF
SUCTION AT THE OUTLET TO A MAXIMUM
OF 4.5" OF MERCURY.
X11111,(irrr,
�Ci C
CT u
W z
z* F
u. d
w h
FF
/, 0
0. z
�f Z
z
h 3
r i� �•�I '
'Z to) Cn • ~ �
Z = N
N Y g
[T VI C.L. ENCE W/ �rj�/ yP7.,- �1r� l��a J '.����jV .. •• C�k�.�`� U
AND RESIDENCE ARE SO INDICATED. POOL CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD
ANDESTABLISHLOTLJNES. IFNECESSARY , POOL CONTRACTOR AND /OR OWNER SHALL VERIFY SHOWN ' I SEL - CLOSING & �i o� / �N /�` /- �a� /// * ti\
AND ALL DIMENSIONS PRIOR TOCONSTRUCITON I C e °i off/ a °/ �� SYSTEM CHLORIDE ��� 1��\
G) SEL - LATCHING �i �tr`a /o��ai ,�� ��a� SYSTEM ,11st11� Af
13. DO NOT DRAIN POOL UNDER HIGH GROUND WATER OR STORM CONDITIONS. I ' %0 GAT , °1� i / oe ►i oFr`a/ . a�`a� JANDY �� U)
II-- Z - Ja / / VALVE �C`h� ., ? n UJ
14. TEMPERATURE OF SPA WATER SHALL BE SET SO THAT MAXIMUM WATER TEMPERATURE DOES NOT r ' C' ti � , ��ti � stj ,�F j� �\� j , ^,,�.o� 4 �. J� �.,.x a�"' ,� `M` �, � -:Y•i a I` r 4 x`, i �"
EXCEED 102 DEGREES FAHRENHEIT. m �. !21/ ° J�a , , 1 t 1 '" -W �-,1
EXIST. 6' WOOD I r by �\yoj \F // l.�I; ha _,;
ELECTRICAL NOTES. FENCE wl
SELF- CLOSING & ww -► / FFi , rT -Ir;.,
1. INSTALL WIRING AND DEVICES AS INDICATED IN POOL ELECTRICAL SCHEMATIC DIAGRAM. INSTALL F•' o/
DISCONNECT SWITCH AT MOTOR IF NOT WITHIN 59 OF FUSED SWITCH AT SERVICE POINT. ELECTRICAL SELF- LATCHING W
I i
LIGHT CONNECTION TOCOMPLY WffHNEC660- 1575ART. 610. GATE fi
2 ALL METALLIC PARTS OF THE WATER STRUCTURE, INCLUDING CONDUITS, PIPING SYSTEM, I I I
REINFORCING STEEL OF THE POOL SHELL, COPING STONES, DECK, FIXTURE HOUSING, UDDERS AND ,
POOL FILTRATION SYSTEM
THEIR SUPPORTS SHALL BE BONDED TO A COMMON BONDING GRID AND GROUNDED TO A COMMON I I ' i EQUIPMENT SCHEMATIC y.
GROUND [68026(C)]. BOUNDING CONDUCTORS SHALL NOT BE SMALLER THAN A #i COPPER WIRE.
3. NO RECEPTACLES SHALL BE INSTALL WITHIN 10' OF DISTANCE OF WATER EDGE.
4. ALL DISCONNECTING MEANS [ARTICLE 4041 AND SWITCHES MUST BE LOCATED AT LEAST 5 FT.
HORIZONTALLY FROM THE INSIDE WALLS OF A POOL UNLESS SEPARATED FROM THE POOL BY A SOLID
FENCE, WALL, OR OTHER PERMANENT BARRIER [610.22(C)]. • ; ,
FLOTATION ANALYSIS
ELEVATIONS URTS PQQ4 !SPA DATA LINITSI .
„_ , J I^IM01 OVVIIVIUU I VVLVIVI 1.70 CF FILTRATION RATE 115
FLAN. scale 1"=20' LEVEL F- (GAL /MIN&PM)
WATER ... ............................................................. ............................... .................... .................. ...............................
w (32.40 PCF POOL TURNOVER 1 31 (HRS)
.........
F
CONCRETE WEIGHT 150.00 PCF SPA TURNOVER 0.28 (HRS)
w � w
❑ LI t
u`3
z �
_j
H
11 t °
1 -
ELEV. NG
LEVEL AT MAX. DEPTH
SLAB THICKNESS 6.00 IN BENCHS STAIRS AREA 30 60 SF
WALLS THICKNESS 6.00 IN BENCHES STAIRS PERIMETER X5.00 FT
xxx _ :::..... ... .. .: :.......... .. 111: 1... „ : ...: ......., . ,.M..........
SLAB UPLIFT RESISTING PRESSURE 75.00 PSF BENCHES STAIRS VOLUME 1.70 CUBIC -FEET
.... . ._,.. .............::: 1111... 1111. _....
WALLS UPLIFT RESISTING PRESSURE 95.32 PSF POOL/ SPA VOLUME 15.90 CUBIC -YARD
.. ................................. ... .............................................................. .......... :................. ..1....1.................1....1 ..... .1...1.11
STAIRS UPLIFT RESISTING PRESSURE 0.64 PSF TOTAL OF VOLUME OF CONC. 17.60 CUBIC -YARD
... ....... I... ............................................................. ............................... 11 ...11.. ........... ............................... .........
1111..
TOTAL UPLIFT RESISTING PRESSURE '170.97 PSF DECK PERIMETER N /A' FT
CHECKING: ....................... .. ............. ............. ......
UPLIFT Pr /TOTAL UPLIFT RESISTING FORCE < = 1 NO UPLIFT OK DECK AREA N/A SF
THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND FOR PRESSURE PIPING AND 6 FEET PER SECOND FOR SUCTION PIPING
(2010 F.B.C. 424.1.6.5.8)
SLAB THICKNESS 6.00 IN BENCHS STAIRS AREA 30 60 SF
WALLS THICKNESS 6.00 IN BENCHES STAIRS PERIMETER X5.00 FT
xxx _ :::..... ... .. .: :.......... .. 111: 1... „ : ...: ......., . ,.M..........
SLAB UPLIFT RESISTING PRESSURE 75.00 PSF BENCHES STAIRS VOLUME 1.70 CUBIC -FEET
.... . ._,.. .............::: 1111... 1111. _....
WALLS UPLIFT RESISTING PRESSURE 95.32 PSF POOL/ SPA VOLUME 15.90 CUBIC -YARD
.. ................................. ... .............................................................. .......... :................. ..1....1.................1....1 ..... .1...1.11
STAIRS UPLIFT RESISTING PRESSURE 0.64 PSF TOTAL OF VOLUME OF CONC. 17.60 CUBIC -YARD
... ....... I... ............................................................. ............................... 11 ...11.. ........... ............................... .........
1111..
TOTAL UPLIFT RESISTING PRESSURE '170.97 PSF DECK PERIMETER N /A' FT
CHECKING: ....................... .. ............. ............. ......
UPLIFT Pr /TOTAL UPLIFT RESISTING FORCE < = 1 NO UPLIFT OK DECK AREA N/A SF
THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND FOR PRESSURE PIPING AND 6 FEET PER SECOND FOR SUCTION PIPING
(2010 F.B.C. 424.1.6.5.8)
THE WATER VELOCITY WILL NOT EXCEED 10 FEET PER SECOND FOR PRESSURE PIPING AND 6 FEET PER SECOND FOR SUCTION PIPING
(2010 F.B.C. 424.1.6.5.8)