HomeMy WebLinkAboutApproved PlanRLC�1'� �D MAY 04 2017
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18" 12" MIN. 12" MIN.
2" MAX.
•a ,
12" MAX.
NOTE: ALL STAIRS OTHER
THAN TOP AND BOTTOM t-
STEP SHALL BE UNIFORM
IN HEIGHT. • "' ,?i 12" MAX.
SEE TYPICAL WALL SECTION ' _ "•`
FOR REINFORCEMENT
STAIRS DETAIL
N.T.S.
Tala Dy4ar lc Flopro Series Pumps Pounds Pot
K�d fait--FTetad {FFIPM) $wuare Inch.
WWI of wow) rPSN
20
Ito
SOp
..
2b
go
aM
a _
y
1$
Fool Wit IF=
Ime, Net
to
t
_
9 10 20 80
49
0
W 79 I# W M f" 124 IM M 10 tW 170
W 1190 OW 2re M 'die M
Flow Rate, t ellotts Par Minµ to
tBi
WP MANUAL STARTER
SWITCH (TYP.) /- 3 -#12 WIRES IN 3/4" CONDUIT
❑ r TO PUMP
�► TO PUMP 2 (IF APPLICABLE)
TO ELEC. SERVICE VIA WATER PROOF PANEL TO BLOWER (IF APPLICABLE)
G,F,I. NO MORE THAN 20' FROM POOL go TO HEATER (IF APPLICABLE)
EDGE AND NOT WITHIN 10' OF POOL EDGE
`- 3 #8 WIRES IN 1"CONDUIT
JUNCTION BOX \ -- 3 -#12 WIRES IN 3/4" CONDUIT
48" MIN. ` SPST TOGGLE SWITCH
WATER LINE
12V TRANS.
)' 8 MIN. 1" NON -CORROSIVE CONDUIT
18"
12V LIGHT W/MIN. _ POOL WALL AND DECK
LOW WATER (SEE TYPICAL SECTION)
CUTOFF DEVICE
ELECTRICAL DIAGRAM
N.T.S
Determine Minimum System Flow Rate: (35 gpm per Skimmer)
I. Pool Volume Calculation: 327 ft2 (Surf Area) x 4.75 ft (Avg. Depth) x 7.48 gal/f 3= 11,618 gat
2. Determine Flow Rate: 11,618 gal / 360 min = 32.27 gpm + 0 gpm = 32.27 gpm
(Volume) (Turnover Time) (Pool Flow) (Feature Flow) (System Flow)
3. Determine Pipe Sizes'
Trunk Piping to be 2.0" to keep velocity at 8fps max. at 82 gpm Maximum System Flow Rate
Return Piping to be 2.0" to keep velocity at 8fps max. at 82 gpm _Maximum System Flow Rate
System Flow Rate Must Not Exceed Flow Rate for Main Drain Cover (See Detail at Right)
.P.: 1.0 HP
um Model: FHPM
P 1.0-2 H
Total H.P. = H.P. x service factor. 1 H.P. or more must be 2 speed or variable speed.
-ilter Make. CS 100 Size: 100
Filter min. area based on 6 hr turnover flow rate (pool flow rate calculated above)
Divide gpm by the following factors Cartridge - 0.375, Sand -15 or D.E. - 2
rime Controller Make: intermatic Model: _ PE 35300
RETURN PIPING
TRUNK PIPING -�
NOTE: SEE ATTACHED HYDRAULIC CALCULATIONS FOR ADDITIONAL DETAILS
REGARDING PUMP FLOW RATES AND TOTAL DYNAMIC HEAD CALCULATIONS.
SELECTED EQUIPMENT CALCULATIONS
N.T.S.
Pipe Size
6 fps
8 fps
(in.)
GPM
Loss (ft/ft)
GPM
Loss (III
1.0
16
0.14
21
0.23
1.5
37
0.08
50
0.14
2.0
62
0.06
82
0.10
2.5
88
0.05
117
0.09
3.0
136
0.04
181
0.07
4.0
234
0.03
313
0.05
6.0
534
1 0.02
1 712
0.03
6' - 9'
3' - 6'
0--3- 1
ANGLE OF REPOSE = 1.5:1
8" THICK WALL W/ #3
BARS @ 6" O.C.E.W.
6" THICK WALL W/ #3 REBAR @ 12" O.C.E.W. J
5" THICK WALL W/ #3 REBAR @ 12" O.C,E.W.
NOTE: SEE TYPICAL WALL SECTION WHEN WALL FALLS
OUTSIDEOF THE ANGLE OF REPOSE
ANGLE OF REPOSE
N.T.S.
GENERAL NOTES
PCA k{g��
OONCEALED FASTENERS OR ATTAGHMENT�
ALL FLOORS AND WALLS OF POOL TO BE CONSTRUCTED USING PNEUMATICALLY APPLIED CONCRETE WITH 28
STAINLESS STEEL
u p 7� e T
DAY STRENGTH OF 2500 PSI.
HANDRAIL (SAME
p
ARE THE RESPONSIBILITY
2,
REINFORCING STEEL SHALL CONFORM TO AS.T.M. 615 GRADE 60
BONDING FOR LADDER)
L.
PIPING TO BE SCHEDULE 40 PVC BEARING EAN
CONTRACTOR OF DECORS
b�li
4.
POOLS TO BE CONSTRUCTED ONLY ON CL3.
SAND OR ROCK. SOILS IN FINAL BACKFILL SHALL BE
COMPACTED TO PROVIDE A MINIMUM BEARING CAPACITY OF 1000 PSF. ALL UNSUITABLE MATERIALS SHALL BE
POOL DECK
REMOVED AND REPLACED WITH CLEAN SAND PLACED AND COMPACTED IN 12" LIFTS.
5.
ALL BACKFILL SHALL BE PLACED WITH CARE IN ORDER TO ENSURE THAT PLUMBING IS NOT DISTURBED. ALL
FILL SHALL BE CLEAN SAND PLACED IN 12" LIFTS AND COMPACTED TO 98%OF MAXIMUM DENSITY.
CONNECT #8 BARE AWG
6.
THE CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS IN ORDER TO PROTECT EXISTING
�-
COPPER WITH APPROVED
STRUCTURES AFFECTED BY THE CONSTRUCTION, THE DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR
•
•
BOND CLAMP
THE SAFETY OF EXISTING STRUCTURES.
6" MAX.
.� , „ , .. -`��
7.
ENGINEERING PLOT PLANS WERE NOT PREPARED FROM LEGAL SURVEYS OF THE EXISTING LOT AND
MIN. #8 BARE AWG
RESIDENCE. POOL CONTRACTOR ANDIOR OWNER SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND
ESTABLISH LOT LINES WHEN NECESSARY. POOL CONTRACTOR AND/OR OWNER SHALL VERIFY LAYOUT
COPPER AROUND
d3.
SHOWN AND ALL DIMENSIONS PRIOR TO CONSTRUCTION. AS SUCH THE ENGINEER ASSUMES NO
PERIMETER OF POOL 18„ 24„
MIN: FOUR (4)
RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR REQUIRED SETBACKS.
CONNECTIONS (ONE
8.
CONTRACTOR SHALL LOCATE ALL EXISTING UTILITIES ON SITE AND SHALL MAINTAIN MINIMUM SEPARATIONS
EACH SIDE W/ #B BARE
)
AS REQUIRED BY LOCAL REGULATIONS. GENERALLY, ELECTRICAL LINES SHALL BE A MINIMUM OF 10 FEET
CONNECT PERIMETER �`
,.
.a
FROM OPEN WATER.
GROUND WIRE TO _
^•
AWG COPPER W/
9,
ALL UNSCREENED POOLS SHALL HAVE A FENCE A MINIMUM OF 4 FEET IN HEIGHT WITH SELF-LOCKING GATES.
GROUND SYSTEM =
APPROVED CLAMPS
to,
WHERE POOLS ABUT OR ARE PLACED NEAR SEAWALLS OR BULKHEADS SPECIAL CARE SHOULD BE TAKEN.
NOTIFY ENGINEER OF THIS CONDITION FOR ANALYSIS AND RE -DESIGN IF NECESSARY.
CONNECT #B BARE AWG
11.
PATIO DESIGN MAY BE NOTED TO BE COMPLETED BY OTHERS, WHEN NOTED, ANY DETAILS REFERRING TO
COPPER WITH APPROVED
'.
^
THESE PLANS AND ALL PROPOSED WORK
DESIGN ARE APPLICABLE. THE TYPICAL WALL SECTIONS OF POOL ARE NOT APPLICABLE TO
•
PPATIO
AVEMENT DESIGN.NOT
BOND CLAMP
.ARE SUBJECT TO ANY CORRECTIONS
12.
VACUUM LINE SHALL INCLUDE A SPRING LOADED SELF CLOSING COVER.
13.
THE SWIMMING POOL HAS BEEN DESIGNED TO MEET 2014 FLORIDA BUILDING CODE, AS WELL AS ANSI/APSP-7,
LIGHT NICHE
REQUIRED BY FIELD INSPECTORS THAT
AND SHALL BE ANSI 15 COMPLIANT.
14.
BASE MATERIAL THICKNESS MUST BE 125%OF CONCRETE FASTENER EMBEDMENT.
.
_ E����I� a
MAY BE NEOESSARY IN ORDER TQ ':.
15.
HOMEOWNER MUST BE AWARE OF THE POSSIBILITY OF EROSION AND SHALL BE RESPONSIBLE FOR
NOTE: BONDING PER FLORIDA BUIDING
CODE ADAPTATION OF N.E.C.
•
::/ 4
COMPLY Yf I t H ALL hPPLIWAe6.t CODES,
16.
MAINTENANCE IN ORDER TO PREVENT FAILURE,
WATER VELOCITY MAXIMUM 8 FT/SEC AS PER FBC 2014-R4501.6.3
2011 SECTION 680.26
-- -'
17.
POOL BARRIER TO COMPLY WITH FBC 2014-R4501
18.
SKIMMERS TO COMPLY WITH FBC 2014-4501.21.2
19.
EQUIPMENT FOUNDATION CONCRETE SLAB, MIN. 3.5" THICK, POUR IN PLACE.
EQUIPOTENTIAL BONDING GRID DETAIL
21.
21.
ALL DECER K TING
AB CONCREIPMENT TE COMPLY WITH OMPRBC SSIVE1
ALL DECK AND SLAB CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 P.S.I. IN 28 DAYS UNLESS
OTHERWISE NOTED.
N.T.S.
2011 POOL PUMP ENERGY EFFICIENCY REQUIREMENTS
GRATE TO BE ATTACHED
WASTE (RETAIN
IS IT A RESIDENTIAL POOL? (NOT A SPA)
HYDROSTATIC
WITH SCREWS
ON SITE)
NO
VALVE (1-1/2")
PUMP WITH HAIR AND LINT
yE5
STRAINER (SEE ATTACHED
CALCULATIONS) FILTER SYSTEM
MAIN RETURN LINE
REQUIREMENTS APPLY TO EXISTING POOL
DOESN'T APPLY TO
W/ PRESSURE
REPLACEMENTS/ADDITIONS AND NEW
COMMERCIAL POOLS
GAGEANDAIR
Z
CONSTRUCTION
RELEASE VALVE
)C
X IX T
<w
¢w
Rtu OQ
3/4" ROCK BED (MIN
Jo
p
Ir C w
IS THE PUMP MOTOR USED TO FILTER WATER?
3YDS. ROCK TO
40
Q 0
C 8 0
,( 6 NO
STABILIZE SOIL)
LL
WELL POINT
IF I
CANNOT BE SPLIT -PHASE, SHADED
DOESN'T APPLY TO
THREADED
LEGEND
POLE OR CAPACITOR
CIRCULATION WITHOUT
PVC PIPE
START -INDUCTION TYPES
FILTRATION
REMOVE GRATE AND WELL POINT VALVE
>< CHECKVALVE
POOL
FROM MAIN DRAIN, AND ATTACH AUX. PUMP
N 2-WAY VALVE
LINE WHEN EMPTYING
IS THE TOTAL HORESPOWER ONE OR LARGER?
-► FLOW DIRECTION
z >
TOTAL HP = PUMP HP x SERVICE FACTOR
WELLPOINT
o^ �z
"0
Y
V OM
OW
, I�\ (��/ /�.
AQ
N.T.S.
O o
C/
I /US `� L 2. (
ALSO FOLLOW THESE REQUIREMENTS:
SINGLE SPPED PUMP
S T. LUCK. CfOU TY 1RUTI,nT.`+?�r- T WISION
- PUMP AND PUMP MOTORS MUST BE TWO OR MORE SPEEDS.
PERMITTED. ADDITIONAL
R_F,6 L «'4 0 FOR b LL4 YCE
- CONTROLS NED TO BE CAPABLE OF OPERATING AT A
MINIMUM OF TWO SPEEDS.
REQUIREMENTS MAY APPLY
CONTINUE ON.
J(E ✓IEkE'LI� xl Jtt
1 V
- DEFAULT CIRCULATION MUST ENT!NEWLCONSTRUCTION?/
DATE Ct
FILTRATION SPEED. THE HIGHRRI
NOTE: PIPE SIZING TO BE DETERMINED BY HYDRAULIC CALCULATIONS PLANS AN]) PEFLmIT MUST• BE KEPT, ON
-T0 EXCEED ONE NORMAL CYCRS,
LAS
Ora NO INSPECTION NVILL BE MADE.
LESS.
SOLAR POOL HEATING SYSTETTE
EIS
PLUMBING DIAGRAM
HIGHER SPEEDS DURING PERIE H
N.T, S.
HIS
X
1:3 MAX. SLOPE
4" THICK CONCRETE SLAB
6x6 - W1.4/W1.4 W WM OR
FIBERMESH
DEGK WIDTH VARIES
2- #3 BARS AT TOP
" TIED TO VERT. STEEL
6". WATERLINE TILE
p
�_ •��'� Q W Z
Lu
WIDTH VARIES FROM 4"-6" P O a
K J W
JLu
NOTES: 1.) WALLS UNDER V IN HEIGHT MAY BE 4" THICK W/ #3
BARS @12" O.C.E.W. CENTERED IN CONCRETE "•
�rl in
2.) PAVERS MAY BE SUBSTITUTED FOR CONCRETE DECK. iv
HOWEVER, ANY FOOTER MUST BE DESIGNED BY - 4 /-
OTHERS
3.) THIS DECK DESIGN IS NOT INTENDED TO BE
SUFFICIENT FOR SCREEN ENCLOSURE. ANY LOAD •
REQUIREMENTS FOR ADDITIONAL STRUCTURES R
SHALL BE DESIGNED BY OTHERS
STEEL TEX. OR •'
EQUIVALENT
#3 BARS @ 12" O.C. E.W. J
CENTERED IN CONCRETE
TYPICAL WALL AND DECK SECTION
(MAX. 61 HEIGHT)
28'-0"
25'-0"
WATERLINE
3,�,'
6'-0"
t1l'SLOPE
1�
X (TYP )
N.T.S.
3'-0"
11°SLOPE
3 MAX. MAX. (TYP.)
MAIN DRAIN
LOCATION
LONGITUDINAL POOL SECTION
N.T.S.
PLASTER FINISH,
GEM COAT OR
EQUIVALENT
ADDITIONAL REQUIREMENTS PER APSP-15:.
NO ADDITIONAL
- SIZE THE PUMP BASED ON:
REQUIREMENTS ARE IN
-- POOL GALLONS / 360 MIN. AND SELECTING PUMP FROM
PLACE
DATABASE WITH CURVE A OR C LISTED FLOWRATE EQUAL TO
OR 'S THAN CIRCULATED FILTRATION FLOWRATE.
- A TIME CH MUST BE INSTALLED TO ALLOW POOL OWNERS T..
RUN THE POOL FILTRATION PUMP ONLY DURING THE OFF-PEAK
PERIOD AND FOR THE MINIMUM TIME NECESSARY TO MAINTAIN
THE WATER IN THE CONDITION REQUIRED BY APPLICABLE PUBLIC
HEALTH STANDARDS.
- FILTERS MUST HAVE A MINIMUM AREA BASED ON THE 6 HOUR
TURNOV�O FLOW RATE.
-- PC AL. 1360 MIN. = FLOW RATE (IN GPM)
- DIVIcu GPM BY A NUMBER SHOWN TO FIND THE FILTER'S MINK-'
SQUARE FOOTAGE. (CARTRIDGE =.375, SAND = 15, DE = 2)
- MIN. DIAMETER OF BACKWASH VALVES MUST BE TWO INCHES OR
THE DIAMETER OF THE RETURN PIPE WHICHEVER IS GREATER.
- SWEEP ELBOWS ARE RECOMMENDED.
- (REMEMBER: RESIZE PIPING SO VELOCITY AT MAX FLOW DOES NOT
EXCEED 8 FPS IN THE SUCTION LINE AND 6 FPS IN THE SUCTION
LINE, AND ALSO MEETS VGB/ANSI-7 ENTRAPMENT AVOIDANCE
REQUIREMENTS.)
PLUG PORTS NOT BEING. USED (^� Tx7NAL SINGLE CONNECTION OR HYDROSTATIC 1
ML FINISH \ / i-�FRAME /MY7I}-Rih
POOL FINISH / 1
irl O 9 0° S e a a u° o a a tl e
d a o.. Qa o
Ila:d d° a O ad pad do 0 0 o a e ° a ° .L7`.L7
p.y y ry o 0 rt ¢¢
.Lr LI
O P
221.r1 s da..ay oa°°.oaa oo�ao Q as a a°o o.ca°a LA
C7"S
II-I.'r3T.1rd.. o° O as a o ° o p:: . o o. a o... O a° LIy1-7t.t1'�..
.11.11.11, 4 ° b a d 4 O ° 'a _LITI.LI.
s Iz:)s. 0�® R 0 4 ® �� c Q 0 0 r:> 1;r rl
EAR.. OTCRETEI GUNITE'.
DRAW TO'PUM NOTE 2.0" PIPE CONNECTION
CUSTOM MOLDED PRODUCTS ON THIS INSTALLATION
32" CHANNEL DRAIN SINGLE PtPE CONNECTION ON
VGB-2009 COMPLIANT ANY REE PORTS.
MODEL: CMP 25506-32X 1a z' $°OR GREATER PIPE
NOTE: THE MAXIMUM FLOW RATING FOR THIS SUCTION FITTING AS CONFIGURED WITH OUTER
PORTS PLUGGED AND CENTER PORT OPEN IS 200 GPM (FLOOR) WHEN USING 2.5"
PLUMBING AND 164 GPM WHEN USING 2" PLUMBING.
CHANNEL DRAIN INSTALLATION DETAIL
SWIMOUT DEPTH DETAIL
N.T.S.
N.T.S.
SAFETY NOTES
1. NO DIVING BOARD OR DIVING IS ALLOWED IN ANY POOL WITH A
DEPTH LESS THAN 8'-8" AND SPECIFICALLY DESIGNED FOR DIVING.
THIS POOL DOES NOT CONFORM TO THESE REQUIREMENTS AND
NO DIVING SHALL BE PERMITTED
2. THIS POOL TO BE EQUIPPED WITH CHILD SAFETY FENCE
AROUND THE PERIMETER OF THE POOL OR __ ALARMS AT
THE ENTRANCES TO THE POOL (ONE TO BE CHECKED).
NOTE: LAYOUT PROVIDED BY CONTRACTOR
POOL LAYOUT
SCALE. 1/4" = 1
LOCATION MAP
N.T.S. (PROVIDED BY CONTRACTOR)