1700 Old England Loop - BC01-002033 (STRATFORD PT APTS) (POOL & SPA) (A)Permit No.:
CITY
CITY OF SANFORlD, PFRIVIIT APPLICATION
e Date: e
Job Address: i��.�� G%sJy/cam L�l✓�,
Parcel No.: (Attach Proof of Ownership & Legal Description)
Description of Work:
Type of Construction: �i.�r�'�'c,�% �� Flood Zone:
Valuation of Work: $ Occupancy Type: Residential Commercial Industrial
Number of Stories: Number of Dwelling Units',W' Zoning: Total Square Footage:
Owner: ZI
Address: / �i/17�✓li✓ ��'��
City: �/eo�li"�' State: --&?� Zip:
Phone No.: C77- 71Z d ZZr-� Fax No.:
Contractor: aryd
Address:
City:e- ,v State: ? Zip: State License No.: ZfWz
Phone No.: o 7� r _ j . - /%Ci Fax No.: � '39 c3y'
Contact Person:Phone No.:
Title Holder (If other than Owner):
Address:
Bonding Company:
Address:
Mortgage Lender:
Address:
Architect: Phone No.:
Address: Fax No.:
Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has
commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction
in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS,
POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc.
OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with
all applicable laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF
COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU
INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR
NOTICE OF COMMENCEMENT.
NOTICE: In addition to the requirements of this permit,.there maybe additional restrictions applicable to this property that may be
found in the public records of this county, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies.
Acceptance of permit is verification that I will notify the owner of the property of the regi
Si re of O �er/ gent ate tWeon
cot)
Print Ow er/Agent's Nam Prm Co ctor/
P
ignature of Notary -State of Florida Date Signatur f Nott
P,"* mo ",, Jean Dawson
Owner Agent s
Pr ed ID
t x+ W Commission CCO771120
`'o,„ ,.•` Expires August 27, 2002
P rsonall Known Q-A e or
APPLICATION APPROVED BY: Ze 4 z& V,—
Special Conditions: e"
i
Contracto gent is
roduced ID _
of Florida Lien Law, FS 713.
Date
's Name
�(,r� rGo- ✓ �� �l
of Florida Date
!rsona:1y�owne or
Date: 4w- Z F- -[
GENERAL NOTES AND RESTRICTIONS
1 THESE PLANS ARE DRAWN TO REFLECT THE REQUIREMENTS IMPOSED BY THE FLORIDA
H.R.S. ADMINISTRATIVE CODE CHAPTER 64E-9. THE CONSTRUCTION SHALL COMPLY
WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES IN ADDITION TO THOSE
RESTRICTIONS INCLUDED IN THESE DRAWINGS.
2 PROVIDE POSITIVE BARRIERS WHICH MEET LOCAL CODES AND INSURE AGAINST HARM
TO PROECT VISITORS AND CONSTRUCTION PERSONELL.DO NOT FILL POOL WITH WATER
BEFORE ERECTION OF THE 5 FOOT PERMANENT FENCING AND SELF CLOSING GATES.
KEEP GATES LOCKED PRIOR TO ISSUANCE OF AN FLORIDA DOH OPERATING PERMIT.
3 THIS POOL IS NOT DESIGNED FOR DIVING BOARDS OR ANY OTHER DIVING ACT ITIES.
4 THE POOL CONTRACTOR SHALL HAVE STATE APPROVALS BEFORE APPLYING FOR A
BUILDING PERMIT.
5 THIS STRUCTURAL PLAN DOES NOT PROVIDE FOR HYDROSTATIC UPLIFT DUE TO A HIGH
WATER TABLE. ADDITIONAL ENGINEERING IS REQUIRED FOR HIGH WATER TABLE
CONDITIONS. HYDROSTATIC RELIEF DEVICES ARE INCLUDED IN THIS DESIGN ONLY AS
A PRECAUTIONARY MEASURE PRIOR TO REMOVING WATER FROM THE POOL, THE
CONTRACTOR SHALL CONFIRM THAT ALL HYDROSTATIC FORCES HAVE BEEN EUMINATEI
6 THIS STRUCTURAL PLAN IS APPLICABLE FOR POOLS TO BE CONSTRUCTED IN NATURAL
SOLID DRY GROUND. IF OTHER CONDITIONS ARE FOUND DURING EXCAVATION, STOP M
CONTACT GEOTECHNICAL ENGINEER FOR ADDITIONAL. SOIL PREPARATION REQUIREMEN
7 THERE SHALE. BE NO PROTRUSIONS, EXTENSIONS, MEANS OF ENTANGLEMENT, OR
OBSTRUCTIONS IN THE SWIMMING AREA WHICH MAY CAUSE THE ENTRAPMENT OR
OF A BATHER.
8 THE ELECTRICAL DESIGN AND INSTALLATION IS TO BE PROVIDED BYA FLORIDA
CERTIFIED ELECTRICAL CONTRACTOR PER LATEST NATIONAL ELECTRIC CODE.
9 7 FEET MINIMUM OVERHEAD CLEARANCE SHALL BE MAINTAINED ABOVE POOL AND DE!
OWNER OR GENERAL CONTRACTOR PROVIDED ITEMS:
0-1 A V POTABLE WATER SOURCE SHALL BE PROVIDED TO THE POOL FILTRATION UNIT.
0-2 A4" GRAVITY WASTE UNE; WHICH LEADS TO AN APPROVED DISPOSAL AREA, SHALL
BE PROVIDED TO THE DESIGNATED FILTER EQUIPMENT AREA.
O-3 CONNECTION OF UNE ELECTRICITY TO THE POOL FILTRATION DISTRIBUTION PANEL
AND CONNECTION OF LIGHTING TRANSFOVAERS SHALL BE PROVIDED.
04 A MINIMUMS HIGH FENCE WITH SELF LATCHING GATE(S) SHALL BE PROVIDED AT
THE PERIMETER OF THE POOL DECKING.
0-5 ADEQUATE SANITARY FACILITIES WITH OUTSIDE ACCESS DOORS MARLED AS TO GENDI
SHALL BE PROVIDED.THE FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER
IMPERVIOUS MATERIAL.,HAVE A SMOOTH SUP RESISTANT FINISH, HAVE A COVE AT
THE WALL. TO FLOOR INTERSECTION AND SLOPE TO FLOOR DRAINS. A HOSE CONNECTIC
WITH VACUUM BREAKER INSTALLED SHALL. BE LOCATED NEAR EACH FACILITY.
0-6 A MINIMUM OF ONE RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK WITHIN
20 FEET OF THE WATER'S EDGE AT EACH POOL
0-7 THE REQUIRED FIRST-AID EQUIPMENT SHALL BE PROVIDED FOR THE BATHERS,
O 8 A CHEMICAL STORAGE AREA AWAY FROM THE POOL FILTRATION EQUIPMENT.
0-9 ADEQUATE GAS SERVICE SHALL BE PROVIDED TO THE POOL OR SPA HEATER.
INSTALLATION TO BE PER STANDARD GAS CODE.
0-10 THERE SHALL BE NO FOOD OR DRINK WITHIN 12 FEET OF THE POOL WATER'S EDGE.
0-11 MAINTAIN A MINIMUM 7 FOOT VERTICAL CLEARANCE ABOVE POOL AND DECK
012 OVERHEAD WIRING SHALL NOT PASS WITHIN 10 FEET OF THE POOL WATERS EDGE.
ENGINEER'S SEAL
S.
C
i
i
----------.__ ---_.____.-_
---------------..7 -- -------_-------------------_.__._---------------------'_._—_—_-----------------______—
--_—_—_—_—_—_---_—_--------�
N
♦n.
v ♦
0
0)
sr
0
0) �.
/-
�!
0
D�
OD
V/
LL
W
R
•�
g
W
a
Z
�
-tom
h
W
O
Ln
Lj
GENERAL NOTES AND RESTRICTIONS
1 THESE PLANS ARE DRAWN TO REFLECT THE REQUIREMENTS IMPOSED BY THE FLORIDA
H.R.S. ADMINISTRATIVE CODE CHAPTER 64E-9. THE CONSTRUCTION SHALL COMPLY
WITH ALL APPLICABLE LOCAL, STATE AND NATIONAL CODES IN ADDITION TO THOSE
RESTRICTIONS INCLUDED IN THESE DRAWINGS.
2 PROVIDE POSITIVE BARRIERS WHICH MEET LOCAL CODES AND INSURE AGAINST HARM
TO PROECT VISITORS AND CONSTRUCTION PERSONELL.DO NOT FILL POOL WITH WATER
BEFORE ERECTION OF THE 5 FOOT PERMANENT FENCING AND SELF CLOSING GATES.
KEEP GATES LOCKED PRIOR TO ISSUANCE OF AN FLORIDA DOH OPERATING PERMIT.
3 THIS POOL IS NOT DESIGNED FOR DIVING BOARDS OR ANY OTHER DIVING ACT ITIES.
4 THE POOL CONTRACTOR SHALL HAVE STATE APPROVALS BEFORE APPLYING FOR A
BUILDING PERMIT.
5 THIS STRUCTURAL PLAN DOES NOT PROVIDE FOR HYDROSTATIC UPLIFT DUE TO A HIGH
WATER TABLE. ADDITIONAL ENGINEERING IS REQUIRED FOR HIGH WATER TABLE
CONDITIONS. HYDROSTATIC RELIEF DEVICES ARE INCLUDED IN THIS DESIGN ONLY AS
A PRECAUTIONARY MEASURE PRIOR TO REMOVING WATER FROM THE POOL, THE
CONTRACTOR SHALL CONFIRM THAT ALL HYDROSTATIC FORCES HAVE BEEN EUMINATEI
6 THIS STRUCTURAL PLAN IS APPLICABLE FOR POOLS TO BE CONSTRUCTED IN NATURAL
SOLID DRY GROUND. IF OTHER CONDITIONS ARE FOUND DURING EXCAVATION, STOP M
CONTACT GEOTECHNICAL ENGINEER FOR ADDITIONAL. SOIL PREPARATION REQUIREMEN
7 THERE SHALE. BE NO PROTRUSIONS, EXTENSIONS, MEANS OF ENTANGLEMENT, OR
OBSTRUCTIONS IN THE SWIMMING AREA WHICH MAY CAUSE THE ENTRAPMENT OR
OF A BATHER.
8 THE ELECTRICAL DESIGN AND INSTALLATION IS TO BE PROVIDED BYA FLORIDA
CERTIFIED ELECTRICAL CONTRACTOR PER LATEST NATIONAL ELECTRIC CODE.
9 7 FEET MINIMUM OVERHEAD CLEARANCE SHALL BE MAINTAINED ABOVE POOL AND DE!
OWNER OR GENERAL CONTRACTOR PROVIDED ITEMS:
0-1 A V POTABLE WATER SOURCE SHALL BE PROVIDED TO THE POOL FILTRATION UNIT.
0-2 A4" GRAVITY WASTE UNE; WHICH LEADS TO AN APPROVED DISPOSAL AREA, SHALL
BE PROVIDED TO THE DESIGNATED FILTER EQUIPMENT AREA.
O-3 CONNECTION OF UNE ELECTRICITY TO THE POOL FILTRATION DISTRIBUTION PANEL
AND CONNECTION OF LIGHTING TRANSFOVAERS SHALL BE PROVIDED.
04 A MINIMUMS HIGH FENCE WITH SELF LATCHING GATE(S) SHALL BE PROVIDED AT
THE PERIMETER OF THE POOL DECKING.
0-5 ADEQUATE SANITARY FACILITIES WITH OUTSIDE ACCESS DOORS MARLED AS TO GENDI
SHALL BE PROVIDED.THE FLOORS SHALL BE CONSTRUCTED OF CONCRETE OR OTHER
IMPERVIOUS MATERIAL.,HAVE A SMOOTH SUP RESISTANT FINISH, HAVE A COVE AT
THE WALL. TO FLOOR INTERSECTION AND SLOPE TO FLOOR DRAINS. A HOSE CONNECTIC
WITH VACUUM BREAKER INSTALLED SHALL. BE LOCATED NEAR EACH FACILITY.
0-6 A MINIMUM OF ONE RINSE SHOWER SHALL BE PROVIDED ON THE POOL DECK WITHIN
20 FEET OF THE WATER'S EDGE AT EACH POOL
0-7 THE REQUIRED FIRST-AID EQUIPMENT SHALL BE PROVIDED FOR THE BATHERS,
O 8 A CHEMICAL STORAGE AREA AWAY FROM THE POOL FILTRATION EQUIPMENT.
0-9 ADEQUATE GAS SERVICE SHALL BE PROVIDED TO THE POOL OR SPA HEATER.
INSTALLATION TO BE PER STANDARD GAS CODE.
0-10 THERE SHALL BE NO FOOD OR DRINK WITHIN 12 FEET OF THE POOL WATER'S EDGE.
0-11 MAINTAIN A MINIMUM 7 FOOT VERTICAL CLEARANCE ABOVE POOL AND DECK
012 OVERHEAD WIRING SHALL NOT PASS WITHIN 10 FEET OF THE POOL WATERS EDGE.
ENGINEER'S SEAL
S.
C
REVISIONS
0
(4
N
♦n.
v ♦
0
0)
sr
0
0) �.
Ll.
�!
0
D�
OD
V/
LL
W
R
•�
g
W
a
Z
�
-tom
h
W
O
Ln
Lj
rl�I
0-13 IN ORDER THAT THE POOL MAYBE USED AT NIGHT, ADDITIONAL ENGINEERING IS
REQUIRED AND MUST BE SUBMITTED TO THE FLORIDA DEPARTMENT OF HEALTH FOR a 10 �` :- � � � .51
APPROVAL OVERHEAD LIGHTING SHALL PROVIDE A MINIMUM OF 3 FOOT CANDLES OF
ILLUMINATION FOR OUTDOOR POOLS AND A MINIMUM OF 10 FOOT CANDLES FOR INDOOR -�
POOLS AS MEASURED AT THE POOL WATER AND DECK SURFACES. THE UNDERWATER
LIGHTING SHALL BE A MINIMUM OF .5 WATTS. IN OUTDOOR POOLS AND .8 WATTS IN
INDOOR POOLS, PER SQUARE FOOT OF WATER SURFACE AREA
', iAli OF I't1X1(,11Y PRUtl$1'<.
A' tb 'S "
0-14 ONE G.F.I. PROTECTED ELECTRICAL. SERVICE RECEPTACLE IS REQUIRED NO FARTHER aJ'$;�5(I
THAN 20 FEET AND NOT CLOSER THAN 10 FEET TO THE POOL WATERS EDGE 0
Q
WATER QUALITY REQUIREMENTS LL Z 0
THE STATE OF FLORIDA DEPARTMENT OF HEALTH REQUIRES THAT THE POOL BE W
CHEMICALLY MAINTAINED WITHIN THE FOLLOWING PARAMETERS: Z
pH 72 tv 7.8 (7.4 IDEAL) Q
TOTAL AL KAUNITY: 80 to 200 PPM (110 IDEAL) w
DISSOLVED SOLIDS: BELOW 1500 PPM 0
CALCIUM HARDNESS: 200 MIN. to 500 MAX (250 IDEAL)
COPPER NONELU
LU
IRON: NONE
DISINFECTION RESIDUAL
FREE CHLORINE: 1 PPM to 5 PPM IN POOLE
2 PPM to 10 PPM IN SPAS o
COMBINED CHLORINE NONE
BROMINE RESIDUALIS PPM TO 6 PPM IN POOLS
3 PPM to 10 PPM IN SPAS PROVISOS: Swimming Pool
1. Some 2" and 2.5" return piping has flow velocities exceeding 8 fps.
CYANURIC ACID:50tO100MAX PPM Engineer shall provide revised pipe sizing prior to construction. f
2. Filter tank shall have a lockable lid.
3. Pool makeup water shall be introduced through an air gap
PROVISOS: Spa Pool
1. Collector tank shall have a lockable lid.
2. Pool makeup water shall be introduced through an air gap
3. Prior to construction, the engineer shall hydraulically justify
the collector tank specifications/function accounting for the
combined flows of all pumps.
/ �% DATE DRAWN
io
^��-JUNE 2,20n1
E ct V
STATC. OF FLORIDA j S -f ATE OF FLORIDA � PROJECT NUMBER
D,3pt. of l dRalth Dept. of Health
�, t.' I .�" ,' �r a �, •__, sri DRAWING NUMBER
I i R
i J0 1 9 2001
I -
Enyinr,r rind � ` l_11Jirui7(ric,nt,�i frin0imiryring LE�lI
I � NNUCTURAL L)ESIGM Nx COVERED � rh UC ruRAL. Ue,'ICOJ NOT COVERED
DEPARTMENT OF HEALTH APPROVALS
J
i
I
------------------------------------------
--__.--'-------------J
-°o
I � I
j 2°°
I
I
I
�I �I
�I
I
•x�Y W1d
NI vj
NOTE
QTY(
DESCRIP'T ON
MMUFACTURLR
MODEL.f
P-2
2
VACUUM OI.UIL.IET F[r?WG
HAYWA0
SF -10225
F-2
2
VACUUM OUTLET COVER
myvww
smw B --
F-3
240
FLOOR VXLETS
0-iI/AYWAI
SP -W245
P-4
1
MN DRAIN POT"
VAK P'AK
12/0/,
F-}
1
COLLECTOR Int JJBE
HAYWARD
SP'-1�.ka
F-
1
HYDOSTATIC REzUEF VALVE
IIAYQM NRfCD
sp-14 3
F-4
1
NWN10M N FUME & GRATE
PAC -FAB
&=240
0
�g
moo
P -S
1
STATIC oIJUILLr RTllNG
HAYWARD
SP -1019
fF-7
4
HYDROSTA= REUIEF DEMCG
SGS
POOL PLUG
0 -i1
240
GUTTIEFR OUTLET FffnNGS
HAYWARD
SP -1019
A l
2
LAIDDIER
SWAN
LFB--36-30
o
/A-2
2
STEIN RAILING
S.R. SMfffH
3HR
A-2
8
PAL/ LADDER CUPS
HANOVEfR
P840198C
A-2
8
PAL/ LADDER ESCUCMONS
HAYWARD
SGS -1042
E-1
4
UNDERWATER LIGHT NICHE
I AYWARD
spam
E-1
4
UNDERWATER LIGHT
HAYWARLCD
SP -018 -XX
E-2
4
UGHTTRANSFCRMER
INTIE AT➢C
m3m
1
ITEST NT
TAYLOR
2045
1
LEW CBRUSH
RAJN[BGW
111330
1
LEAF SMMMER
MNBCW
121196
1
50 FOOT VACUUM HOSE
AC -HON TECH
A1YI p
1
VACUUM HEAD
IRAJKIBCVV
201118
A-5
2
HANGER SEL
PA KBOW
2214042
A-6
2
18 FOOT ST MCHT POLES
RA K BOW
101118
A-5
2
LIFE GING ROW TYPE)
GI/WANCO
A-5
2
60 FOOT THROW RIFE
G AWCO
#W
A5
2
SHEPARIDS HOOK
RAINBOW
2214020
A3
1
FOOL RILES SIGN
SEE DIsML,
SKEET LE -3
MESCELLAMOMS CQMPD-MCNT UZ`ff
2"
94 i7"/ AZ 4U Ut:r6 KMt:U
BARS PLACED 12" O.C.E.W.
PROVIDE 16" MINIMUM LAP.
poop )EAM SE"'MON
SCALE 1"= 1 FOOT
1
z"
n
ES
28"M
2'
21°
STOP AND RAL Er-IE(C'MON
SCALE: T= 1 FOOT
r
GENERAL STRUCTURAL NOTES
8-1 CONSTANT FLOOR SLOPE SHALL BE MAINTAINED FROM THE SHALLOW TO DEEP.
PORTION OF THE POOL.
5,2 BOTH THE BACKFILLED SOIL, WHICH IS TO BE CLEAN SAND AND THE SOIL
BENEATH THE POOL ANDIOR SPA AND ALL POOL AMENITIES SHALL BE
COMPACTED TO MINIMUM 95% OF OPTIMUM MOISTURE DENSITY PER MODIFIED
PROCTOR, ASTM 01557.
S-,3 THE SAIL COMPOSITION BENEATH THE POOL SHELL SHALL BE SUCH AS MALLOW
THE LATERAL FLOW OF GROUND WATER BELOW THE SHELL TO THE HYDROSTATIC
RELIEF DEVICES. IF THE SOIL ENCOUNTERED IS UNSUITABLE FOR THIS PURPOSE
APPLY ADEQUATE STONE OR CRUSHED SHELL TO MODIFY THE SOIL COMPOSITION
AND ALLOW FREE LATERAL FLOW OF GROUND WATER.
4
REINFORCM DOTES
R-1 DEFORMED REINFORCING BARS PLACED PER "BEAM SECTION' (THIS SHEET) IN
WALL AND FLOOR SLABAHOOT OUTSIDE SURFACE AGAINST FIRM FORM MATERIAL
PROVIDE 2' COVER AT INTERIOR SURFACE. LAP BARS A MINIMUM OF 12"
UNLESS NOTED OTHERWISE.REINFORCING BARS SHALL BE ASTM A815.
GRADE 40 DEFORMED BARS
R-2 PLACE 2 -04 REBAR X 38' LANG ON 45 DEGREE SLOPE AT PERIMETER OF
UNDERWATER LIGHT NICHE.
R3 443 OR 2-# DEFORMED BARS CONTINUOUS AROUND TOP OF POOL.
GSD IMTE / SHOTCRETE NOTES
0-1 W MINIMUM GUNITE WALL THICKNESS WITH 2112' MIN. REINFORCING BAR
COVERAGE (PLACE BARS AS DIRECTED IN POOL SECTIONS ON SHEET LE -2)
0,2 IN AREAS 5 FEET DEEP OR LESS POOL WALLS SHALL BE WITHIN 5 DEGREES OF
VERTICAL FOR A MINIMUM DEPTH OF 2.5 FEET FROM WHICH POINT THE WALL
MAY JOIN THE FLOOR WITH MAXIMUM RADIUS EQUAL TO THE POOL DEPTH
MINUS 2.5 FEET IN AREAS MORE THAN 5 FEET DEEP POOL WALLS SHALL BE
WITHIN 5 DEGREES OF VERTICAL FOR MINIMUM DEPTH EQUAL TO THE WATERS
DEPTH MINUS 2.5 FEET AND MAY JOIN THE FLOOR WITH A MAXIMUM COVE
RADIUS OF 25 FEET.
0.3 THE CORNER INTERSECTIONS OF WALLS AND TILE WHICH PROTRUDE OR ANGLE
INTO THE POOL SHALL BE ROUNDED WITH A MINIMUM RADIUS OF 2 INCHES..
04 GUNITE SHELL SHALL CONFORM TO THE FOLLOWING CRITERIA.
ACIA012 TT, SPECIFICATION FOR MATERIALS AND APPLICATION OF SHOTCRETE,
ACM1415, STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE
SHELL DESIGN PER ACI 3185, SECTION 1.4, DESIGN ADEQUACY SHOWN BY
SUCCESSFUL USE IN BUILDING CODE JURISDICTION.
MINIMUM fe = 3500 PSI ® 28 DAYS
WET CURE THE GUNITE SHELL PER ACI 308.92, STANDARD PRACTICE FOR CURING
CONCRETE. SHELL TO BE WATER CURED FOR A MINIMUM OF SEVEN DAYS BY THE
OPTIONS OF 22. NO OTHER CURING METHOD PERMITTED.
G-6 STEPS SHALL HAVE A MINIMUM TREAD LENGTH OF 24' AND TREAD WIDTH OF
12' THE RISER HEIGHT SHALL NOT EXCEED 10" AND BE OF UNIFORM HEIGHT FOR
ALL STEPS EXCEPT THAT THE BOTTOM STEP RISER HEIGHT CAN VARY UP TO 2"
LESS THAN THE UNIFORM RISER HEIGHT
PLUMNG NOTES
P-1 'DEAD UNM A MINIMUM 2" PVC LINE SHALL BE PLACED IN A ROCK BED
BELOW THE POOL SHELL, NEAREST THE DEEP PORTION OF THE POOL. THIS
LINE SHOULD BE EXTENDED TO THE SURFACE NEAR THE POOL DECK EDGE AND
CAPPED FOR FUTURE DRAIN DOWN USE.
P-2 VACUUM OUTLET SHALL BE PLACED APPROXIMATELY 12' BELOW THE SURFACE
OF THE WATER AND BE EQUIPPED WITH A SPRING LOADED SAFETY COVER OR
FLUSH PLUG WHICH SHALL BE IN PLACE AT ALL TIMES WHEN THE POOL IS NOT
BEING VACUUMED.
P-3 ADJUSTABLE FLOOR RETURN INLETS SHALL BE PLACED FLUSH WITH THE POOL
FLOOR AS SHOWN (THIS SHEET) WITHIN 10 FEET OF THE ADJACENT POOL. WALL
AND A MAXIMUM DISTANCE BETWEEN INLETS OF 20 FEET.
P-4 MAINDRAIN POT, FRAME AND GRATE INSTALL PER DETAIL (SHEET LE -3) DRAIN
GRATE MUST BE PLACED AT LOWEST POINT OF POOLTHE DEPTH OF THE GRATE
MUST NOT DEVIATE MORE THAN 3" FROM THE SIDE WALL. DEPTH AND BE SECURED
WITH SCREWS. A COLLECTOR TUBE SHALL BE INSTALLED TO THE BOTTOM OF THE
MAINDRAIN POT AND EXTEND INTO AN AREA FILLED WITH DRAIN ROCK A SPRING
LOADED HYDROSTAIC RELIEF DEVICE SHALL BE INSTALLED IN THE BOTTOM OF
THE MAINDRAIN POT TO ASSIST HYDROSTATIC PRESSURE RELIEF.
P-5 GUTTER LINE VENTS SHALL BE INSTALLED AS SHOWN ON SHEET LE -2
P-6 A STATIC WATER LEVEL FITTING SHALL BE INSTALLED FLUSH WITH THE POOL
WALL THE STATIC LINE MUST BE INSTALLED AS TO CONSISTENTLY SLOPE AND
NOT TRAP AIR WHICH COULD RENDER THE UNE UNOPERABLE.
P-7 HYDROSTATIC RELIEF DEVICES SHALL BE INSTALLED AS DIRECTED ON SHEET LE -3.
P-8 SCHEDULE 80 PVC SHALL BE USED IN ALL PIPING WHICH IS LOCATED UNDER
THE POOL SHELL REMAINDER OF PIPING SHALL BE SCHEDULE 40 PVC UNLESS
SPECIFICALLY NOTED.
P-9 ALL SURFACE SKIMMER PIPING SHALL BE INSTALLED AS TO CONSISTENTLY
SLOPE DOWNWARD MOVING TOWARD THE COLLECTOR TANK AS TO NOT TRAP
AIR RENDERING THE LINE INOPERABLE.
P-10 ALL MAIN DRAIN PIPING SHALL CONSISTENTLY SLOPE UPWARDS MOVING
TOWARD THE COLLECTOR TANK AS TO NOT TRAP AIR RENDERING THE LINE
INOPERABLE.
P-11 GRATED GUTTER FITTINGS SHALL. BE PLACED ON THIS SHEET. THE SPACING
BETWEEN OUTLETS PLACED MUST NOT EXCEED 10 FEET. PLACE THE GRATE AT 2"
BELOW THE TOP LIP OF BULLNOSE WATERLINE TILE.
P-12 FILL PIPE WITH WATER AFTER PROPER CURING OF SOLVENT WELDS AND KEEP
UNDER A MINIMUM 30 POUNDS PRESSURE THROUGOUT THE PROJECT TO GUARD
AGAINST 9 PIPING OR FAULTY FITTINGS.
P-13 PIPING USED SHALL BE LABELED WITH THE NSFIPW LOGO AND INCLUDE THE NAME
OF THE MANUFACTURER.
P-14 PIPING EXPOSED TO SUNLIGHT SHALL BE COATED WITH A UA/ INHIBITOR
ENGINEER'S SEAL
ur
J
U
l
REVISIONS
//^z
no
O
m
w
o
D
n
121
pwp�
tuu
0
�g
moo
w
=c)
h
IIM�'
lug
0
o
m
�I
X
o
SCALE IN
AS INDICATED
DRAWN BY. SHW / DWT
CHECKED BY: SHW
DATE DRAWN
JUNE 3, 2001
PROJECT NUMBER
DRAWING NUMBER
LE=2
ur
//^z
no
O
m
w
o
D
arW
moo
w
lug
0
o
m
SCALE IN
AS INDICATED
DRAWN BY. SHW / DWT
CHECKED BY: SHW
DATE DRAWN
JUNE 3, 2001
PROJECT NUMBER
DRAWING NUMBER
LE=2
REM
ANCHOR-NOTE*a
REINFORCING AND SKIMMER
SCALE: 112" = 1 FOOT
1 AI'YI'Ycr. \ld%-r ' A •1
LADDER DETAIL
SCALE: 1/2"= 1 FOOT
.SS
311 THICKNESS
RESTROOMS
SEE NOTE A-4
SANITARY FACILITY SIGNAGE
NOT TO SCALE
BONDING - N(
CON
ELECTRICAL BONDING & LIGHTS
SCALE: 112" =1 FOOT
. --I-I V`NLvL."lvlv VVLLVV 1VI\ 1VVV-1\V 1f.1 ^-r
MAIN DRAIN AND
HYDROSTATIC RELIEF DEVICE
SCALE: 1"= 1 FOOT
NO FOOD, GLASS, DRINK OR ANIMALS
IN POOL OR ON POOL DECK.
BATHING LOAD: 57 PERSONS
POOL HOURS: 1/2 HOUR AFTER SUNRISE
TO 1/2 HOUR BEFORE SUNSET
SHOWER BEFORE ENTERING
SEE NOTE A-3
SIGNAGE REQUIREMENT
NOT TO SCALE.
P-10
VACUUM TO FILTER
PIPE - NOTE
STATIC LINE TO COLLEC
PLUMBING SECTION
SCALE: 112" =1 FOOT
NON -SHRINK GROUT ---\
MIN)
INLETS - NOTE P-3
a' • n' • n' • n' • n' • n' `Y a' • n' • n' • e' • n'
w
• D D D D D D D D D D D.
UNDER POOL PIPING - NOTE P-8
FLOOR RETURN PLUMBING
SCALE: 1"= 3 INCHES
CONTROL JOINT - NOTE D-1
e P P P e P P P •
•P •O O •P �P ,A
e,• P D• ,• P Q P ,• P ' e ,' P
CONSTRUCTION JOINT -NOTE D-2
,s s •s
n D D /
SAWN CONTROL JOINT &
FILLED CONSTRUCTION JOINT
NOT TO SCALE.
ACCESSORY NOTES
A-1 LADDER(S): STAINLESS STEEL CROSS BRACED DESIGN. LADDER RAILS SHALL EXTEND
ABOVE THE DECK SURFACE A MINIMUM OF 28" AND IS TO BE ANCHORED INTO THE POO
DECK USING A BRASS "RAIL CUP" WHICH HAS AN N.E.C. APPROVED GROUND WIRE
ATTACHMENT AND IS ATTACHED TO THE COMMON BONDING GRID. THE TREADS ARE
SUP RESISTANT AND ARE TO BE BETWEEN A MINIMUM OF Y AND A MAXIMUM OF 6"
FROM THE POOL WALL
A-2 STAINLESS STEEL HANDRAIL SHALL. EXTEND ABOVE THE DECK SURFACE A MINIMUM
28" AND IS TO BE ANCHORED INTO THE POOL DECK USING A BRASS "RAIL CUP" WHICH
HAS AN N.E.C. APPROVED GROUND WIRE ATTACHMENT AND IS ATTACHED TO THE
COMMON BONDING GRID.
A-3 POOL RULES AND REGULATIONS SIGNAGE SHALL. BE POSTED AS TO BE LEGIBLE
FROM THE POOL DECK AREA WITH MINIMUM 1" HIGH LETTERS. IF NO APPROVED
DIVING BOWL IS PROVIDED THEN THE WORDS "NO DING" SHALL BE PART OF
THE SIGNAGE REQUIREMENT WITH MINIMUM 4" HIGH LETTERS. UNLESS THE
MINIMUM REQUIRED LIGHTING LEVELS ARE PROVIDED FOR NIGHT TIME 51MMMING THE
HOURS OF POOL OPERATION SHALL BE 112 HOUR AFTER SUNRISE UNTIL 1/2 HOUR
BEFORE SUNSET.
A-4 OUTSIDE ACCESS TO SANITARY FACILITIES SHALL BE PROVIDED TO BATHERS AT
OUTDOOR POOLS AND IF THEY ARE NOT VISIBLE FROM ANY PORTION OF THE POOL
DECK, SIGNS SHALL BE POSTED SHOWING THE DIRECTION TO THE FACILITIES.
THESE DIRECTIONS SHALL BE VISIBLE FROM ANY PORTION OF THE POOL DECK
AND THE LETTERS SHALL BE A MINIMUM OF ONE INCH HIGH.
A-5 SAFETY EQUIPMENT SHALL BE MOUNTED INA CONSPICUOUS PLACE AND BE READILY
AVAILABLE FOR USE. POOLS GREATER THAN 50 FEET SHALL HAVE MULTIPAL UNITS
WITH AT LEAST ONE SHFPARD'S HOOK AND ONE LIFESAVING RING LOCATED ALONG EA
OF THE LONGER SIDES OF THE POOL.(SEE SAFETY EQUIPMENT LISTING ON SHEET L E 2).
TILE AND DECK MARKER NOTES
T-1 PERMANENT DEPTH MARKER TILES WITH MINIMUM 4" HIGH NUMERALS FOLLOWED BY
V LETTERS ("FT FOR FEET AND "IM FOR INCHES) ON A CONTRASTING
BACKGROUND, $HAL. INDICATE THE POOL WATER DEPTH, WITHIN 3 INCHES, AT
NORMAL OPERATING WATER LEVEL WHEN MEASURED 3 FEET FROM THE POOLWALL
THE MARKINGS SHALL BE LOCATED ON BG -1 H SIDES OF THE POOL AT THE SHALLOW
END, SLOPE BREAK, DEEP END AND DEEP POINT (IF LOCATED MORE THAN FIVE FEET
FROM THE DEEP END WALL) WITH A MAXIMUM PERIMETER DISTANCE BETWEEN
MARKINGS OF 25 FEET AND SHALL BE THE DEPTH MARKINGS SHALL BE LOCATED
ON THE INSIDE VERTICAL WALL AT OR ABOVE THE WATER LEVEL AND ON THE EDGE
OF THE DECK WITHIN THREE FEET OF THE POOL WATER. ALL. MARKINGS AND "NO DIN
INSTALLED ON HORIZONTAL SURFACES SHALL HAVE A SUP RESISTANT FINISH.
T-2 THOSE AREAS OF THE POOL THAT ARE NOT PART OF AN APPROVED DIVING BOWL
HAVE DARK CONTRASTING, PERMANENT AND SUP RESISTANT,FOUR INCH HIGH
"NO DING" MARKINGS INSTALLED ON TOP OF THE POOL DECK WITHIN 2 FEET OF
THE POOL. WATER ON EACH SIDE OF THE POOL WITH A MAXIMUM DISTANCE OF 25
FEET BETWEEN MARKINGS.
T-3 WATERLINE TILE: 6711' FLAT TILES SHALL BE LOCATED ON THE VERTICAL
SURFACE OF THE POOL BEAM. 67X 61 3/4" BULLNOSE TILE SHALL BE INSTALLED
ON THE VERTICAL FACE OF THE PERIMETER WALL AT THE WATERLINE, TILE SHALL
BE LEVET. AND NOT VARY MORE THAN 1/4" FROM LOWEST POINT TO HIGHEST POINT,
T4 STEP TILE: 2" x 6"X 3140 MUD CAP TILES (DARK CONTRASTING COLOR)
SHALL. BE INSTALLED ON THE NOSE OF ALL STEP TREADS WITH THE 31V
DIMENSION ON THE TREAD.
T=6 LADDER'RUIr TILE SHALL BE WHITE IN COLOR AND SHALL BE FLUSH WITH
FINISHED SURFACE TO PREVENT DAMAGE TO THE POOL'S INTERIOR FINISH.
DIMENSION ON THE TREAD AND THE 2" DIMENSION ON THE RISER
ELECTRICAL NOTES
E-1 UNDERWATER UGHT(S) (300 WATT 15 VOLT MAXIMUM) SHALL BE INSTALLED
FLUSH WITH POOL WALL AND BE A MINIMUM OF 18" BELOW WATER
E-2 UNDERWATER LIGHT TRANSFORMER (12 VOLT TO 15 VOLT MAXIMUM)
E-3 1 8 SOLID COPPER BONDING WIRE CONTINUOUS TO POOL FILTRATION EQUIPMENT
FROM REINFORCING, LADDERS, RAILS, LIGHTS AND ALL OTHER METAL OBJECTS.
E4 RIGID PVC ELECTRICAL CONDUIT
DECKING NOTES
D-1 SAWN OR TOOLED CONTROL JOINTS WITH A MINIMUM DEPTH OF 1/3 OF THE
CONCRETE THICKNESS SHALL BE INSTALLED PER LAYOUT AS SEEN ON
SHEET LE -1. SAWN JOINTS SHALL BE CUT WITHIN 18 HOURS OF CONCRETE
PLACEMENT.
D-2 CONSTRUCTION JOINTS OF PLASTIC CHANNEL OR APPROVED BACKING AND
FILLER SHALL BE INSTALLED PER MANUFACTURERS RECOMMENDATIONS.
PLACEMENT OF THE CONTROL JOINTS SHALL BE AS SHOWN ON SHEET LE -1.
D-3 A CANTILEVER OR COPING EDGE SHALL BE INSTALLED CONTINUOUSLY
AROUND THE PERIMETER OF POOL WITH AIV APPROVED EXPANSION JOINT
BETWEEN EDGE BAND AND MAIN BODY OF POOL DECK
D-4 CONSTRUCTION JOINTS SHALL BE LOCATED AS INDICATED ON SHEET LE -1.
SAWN OR TOOLED JOINTS ( SEE JOINT DETAILS SHEET LE•3 ).
Q•6 DECKS SHALL BE SLOPE AWAY FROM THE POOL AT A MINIMUM SLOPE OF 2%
AND A MAXIMUM OF 4%.(2.4" PER 10 LF. MIN. TO 4.8" PER 10 LF.MAX.).
D-6 ALL POOL DECKING SHALL BE CONSTRUCTED FROM SUP RESISTANT
NON-ABSORBENT MATERIALS. THIS INCLUDES THE FIRST 15 FEET OF
WALKWAYS WHICH LEAD TO THE SANITARY FACILITIES AS MEASURED FROM
THE NEAREST POOL WATERS EDGE.
DECK MATERIAL. CRITERW CONCRETE PLACED ON ADEQUATELY COMPACTED SOIL
AC1301-96 STD. SPECS. FOR STRUCTURAL CONCRETE.
CONCRETE Pc = 3000 PSI MINIMUM
DECK REINFORCING: 6X6X10GA W.W.M. OR FIBERMESH.
ENGINEER'S SEAL
" rrrr4
M
w
REVISIONS
F-
0
z
N
6
06
W
O
W
p/
0
D
070�
U=
o
J
W
z
❑
o
U
F—
u)
�
-LIj
0
0
W
0)_��
it
Fm
_
VJ
Lu
2
u
(D
W
z
�
h
N
X
o
co
0
........00
L:
■rlr�u
" rrrr4
M
w
F-
0
z
06
V)
0
U=
o
J
W
z
❑
o
U
E/r /)
,
-LIj
0
0
Fm
u
w
C/)
-j0
0
........00
(L
SCALE
AS INDICATED
DRAWN BY: SHW/DWT
CHECKED BY: SM
DATE DRAWN
JUNE 3, 2001
PROJECT NUMBER
DRAWING NUMBER
LE�3
SPA RECIRCLATIl1R1 nl InAn
THEARPY f
of
r.---- ----
REMOTE LOCATION - SEE LE -1 SPA
I COLLECTOR
TANK
PIPE ID° x 4 (MIN.) PIPE ID" x 10 (MIN.)
--------------------, F5 F3
m
RAYPAK MOD. R -2651F19
GAS HEATER F8
F18
D--------------------
N
--------------.--®omaN I
u u
HOSE BIBB
W/ VAC BREAK
STATIC LINE
I rTA
LEVEL CONTROL VALVE S
P7r%r%A 11 ATl/-%&,1 MI ARAM
POOL &SPA EQUIPMENT ROOM LOCATION PLAN
POOL &SPA FILTER SCHEMATIC
P GENERAL EQUIPMENT ROOM NOTES
aEPARATORS
1 THE VALVES USED TO REGULATE THE MAIN DRAIN LINE, SURFACE SKIMMER LINE,
RETURN LINE AS WELL AS THE LINES TO AND FROM THE HEATER ARE FLOW
PROPORTIONING TYPE.
2 ALL ELECTRICAL EQUIPMENT COMPLIES WITH THE LATEST EDITION OF THE
NATIONAL ELECTRIC CODE AND ARE ALSO IN COMPLIANCE WITH UL 1081 STD.
3 ALL OF THE FILTRATION COMPONENTS ARE DESIGNED FOR CONTINUOUS USE.
4 THE FILTER TANK FLOOR IS COVED AT THE INTERSECTION OF TANK WALLS AND
SLOPES TO THE DRAIN.
5 ANY CHEMICAL FEEDERS USED SHALL BE ELECTRICALY INTERLOCKED WITH THE
RECIRCULATION PUMP MOTOR.
6 ALL VALVES, PIPING, CHEMICAL FEEDERS & CHEMICAL CONTAINERS SHALL BE
PERMANENTLY MARKED.
7 ALL PVC PIPING SHALL BE HAVE AN NSF/PW DESIGNATION AND BE SO MARKED.
IF PVC IS EXPOSED TO SUNLIGHT IT SHALL BE COATED WITH A U/V INHIBITOR.
8 THE FLOW METER SHALL BE LOCATED PER MANUFACTURERS RECOMMENDATIONS
AND BE CAPABLE OF READING A MINIMUM OF 1.5 TIMES THE DESIGN FLOW RATE.
9 NO DISSIMILAR METALS SHALL BE USED IN THE RECIRCULATION SYSTEM.
10 A MINIMUM OF 30 FOOT CANDLES OF LIGHTING SHALL BE PROVIDED.
11 THE FRESH WATER SUPPLY SHALL BE FROM A POTABLE SOURCE.
12 ALL RECIRCULATION PUMPS ARE SELF PRIMING AND ARE EQUIPPED WITH
HAIR AND LINT STRAINERS.
13. ALL HOSE BIBBS SHALL BE EQUIPPED WITH VACUUM BREAKERS.
�I
POOL FILTER &
COLLECTOR TANK
(REMOTE LOCATION)
GENERAL FILTER SYSTEM NOTES
ER1 THE EQUIPMENT ROOM FLOOR SHALL BE SMOOTH SLIP RESISTANT CONCRETE AND
SHALL HAVE POSITIVE DRAINAGE, INCLUDING A SUMP PUMP IF NECESSARY.
ER2 THE EQUIPMENT ROOM SHALL HAVE EITHER FORCED DRAFT OR CROSS VENTALATION.
ER3 THE ACCESS DOOR TO THE EQUIPMENT ROOM SHALL BE A MINIMUM 3 FEET IN WIDTH
AND 6 FEET IN HEIGHT. DORR SHALL BE SELF—CLOSING AND SELF—LATCHING
ER4 A HOSE BIBB WITH VACUUM BREAKER SHALL BE INSTALL WITHIN THE EQUIPMENT ROOM.
ER5 THE EQUIPMENT ROOM SIZE IS ADEQUATE TO PERFORM ROUTINE OPERATIONS.
ER6 THE EQUIPMENT ROOM SHALL NOT BE USED FOR STORAGE OF CHEMICALS.
ER7 THE MINIMUM CEILING HEIGHT IN THE EQUIPMENT ROOM IS 7 FEET.
ER8 THE LIGHTING IN THE EQUIPMENT ROOM SHALL PROVIDE A MINIMUM OF 30 FOOT
CANDLES AT FLOOR LEVEL. d'^,
1
SWIMMING POOL FILTRATION EQUIPMENT LIST
F1— RECIRCULATION PUMP: 7.5 H.P. VAK—PAK IG 7.5X7.156 (1PH/230V)
PUMP PERFORMANCE: 300 G.P.M. @ 50 T.D.H.
DESIGN FILTER RATE: 288 G.P.M. @ 55 T.D.H.
F2— FILTER DESIGN: 40 — 3.75 SQUARE FOOT ELEMENTS
FILTER SIZE: 150 SQUARE FEET TOTAL AREA
F3— FILTRATION FLOW METER: BLUE—WHITE'# CF30400P (125-500 GPM)
F4— FILTER VACUUM GAUGE: O" TO 30" WITH 2.5" FACE
F5— WATER TEMPERATURE GAUGE: 32 F — 248 F (0 C — 120 C)
F6— VACUUM/WASTE PUMP: 1 H.P. STA—RITE #P2RA5EL (5" STRAINER)
F7— D/E SEPARATOR: 2 - JACUZZI 9408-3425 (80 SF EACH)
F8— CHLORINE FEEDER: HAYWARD EROSION TYPE #C250CF (36 PPD)
F9— MAINDRAIN VALVE
F10— SKIMMER VALVE
F11— COLLECTOR/FILTER TANK ( CAPACITY 488 GAL)
F12— HYRAULIC WATER LEVEL CONTROLLER
F13— ELECTRICAL DISCONNECT AND SUB PANEL
F14— LIGHT PROVIDING 30 FOOT CANELS
F15— HOSE BIBB WITH VACUUM BREAKER
F16— HYDRAULIC ACTUATED VALVE
F17— CHLORINE FLOW METER
F18— CHLORINE SHUT OFF VALVE
F19— CHLORINE FLOW CHECK VALVE
POOL SYSTEM PIPE SIZES AND WATER VELOCITIES
A — MAINDRAIN LINE
8"
1.8 FPS
B — GUTTER LINE
8"
1.8 FPS
C - VACUUM LINE
2"
5.0 FPS
D - RETURN LINE
4"
7.3 FPS
F - FILTER PRECOAT
3"
12.6 FPS
G - WASTE LINE
2"
5.0 FPS
H - VACUUM TO FILTER
2"
5.0 FPS
I - FRESH WATER FILL
1"
N/A
J - FILTER TANK DRAIN
2"
5.0 FPS
K - SUCTION FROM Crr
6"
3.2 FPS
L — TO HEATER
N/A
N/A
M — FROM HEATER
N/A
N/A
N — TANK OVERFLOW
2"
N/A
O — STATIC WATER LEVEL LINE
2"
N/A
SPA EQUIPMENT LIST
S1- RECIRCULATION PUMP: 1 H.P. STA -RITE #P2RA5EL
(1 PH/230V)
PUMP PERFORMANCE: 52.5 G.P.M. @ 60 T.D.H.
S2- FILTER: 2 - VAK PAK DP -100 CARTRIDGE FILTERS
FILTER SIZE: 200 SQUARE FEET TOTAL
S3- FILTRATION FLOW METER: BLUE -WHITE # CF30150P
(20-100 GPM)
S4- FILTER PRESSURE GAUGE: 0# TO 60# W/ 2.5" FACE
S5- WATER TEMPERATURE GAUGE: 32 F - 248 F (0 C - 120 C)
S6- CHLORINE FEEDER: VAK-PAK CL -35 EROSION TYPE
(8.4 PPD)
S7- SPA THERAPY PUMP: 2 H.P. STA -RITE #P4EA6CL
(90 GPM @ 64 T.D.H.)
S8- ELECTRICAL DISCONNECT AND SUB PANEL
89- LIGHT WHICH PROVIDING 30 FOOT CANDELS
S10- ROLA-CHEM ORP CONTROLLER - MODEL RC-ACSM
SPA SYSTEM PIPE SIZES AND WATER VELOCITY
O - MAINDRAIN
6"
1.6 FPS
P - SKIMMER
2"
3.0 FPS
Q - RETURN LINE
2"
5.0 FPS
R - PUMP TO WASTE
2"
5.0 FPS
S - FRESHWATER FILL
1"
N/A
T - FILTER TANK DRAIN
1"
N/A
U - TO AND FROM HEATER
2"
5.0 FPS
V - THERAPY SUCTION
3"
4.0 FPS
W - THERAPY RETURN
2.5"
6.0 FPS
X- RECIRCULATION SUCTION
2"
5.0 FPS
ENGINEER'S SEAL
s
REVISIONS
cnLLI
o
0
N
CD
CO
�
ti
�:E
o
h c
aw
I 0:�
�
c:
juj
m
0)i
w
L
—0
W�
Z
X'
c:)
X
�co
(10
O
SCALE
AS INDICATED
DRAWN BY: SHW / DWT
CHECKED BY: SHW
DATE DRAWN
JUNE 3, 2001
PROJECT NUMBER
DRAWING NUMBER
.LE■■■4
16.- A
cnLLI
o
z
>
u
�:E
o
Q
F_CL
�
Q
`L
O
c:)
^
SCALE
AS INDICATED
DRAWN BY: SHW / DWT
CHECKED BY: SHW
DATE DRAWN
JUNE 3, 2001
PROJECT NUMBER
DRAWING NUMBER
.LE■■■4
16.- A
t+ra A
SPA SECTION
SCALE 1" =1 FOOT
THERAPY INLET
RETURN INLET
1.5"
� e
i
211 -------------
/1-61
A - /
�\ SP -10 /
n �
1.5
1.511\ 161 2„ /
%� /
2"
.J
�6" MAI N DRAI N LINE TO C/T-_-.--.----.._-----------------------------------; --- --- ------------ SP -15
I l I
SP -14
1.5" RETURN LINE --- - - i i 2"
'1 �%-_ SP -10
2.5" THERAPY RETURN LINE-----------------
1 � � SP -11
SP -12
/ ,2,
� _ 2" � 1 It
1.5..
2
2" STATIC LINE: - - - - - - - / SP -10 i
;
1.511 11-�
I 211
I
1.5" I
211
2" SKIMMER LINE TO PUMP ------------------------ ------------------------------------------------I
SPA PLUMBING PLAN
SCALE 1" =1 FOOT
SP -5
SP -6
SP -2
SPA SECTION AT THERAPY JET
SCALE 1" =1 FOOT
C%r% A n
SPA SECTION AT SKIMMER
SCALE 'I" =1 FOOT
DIVING -
NO FOOD, DRINK OR ANIMALS
IN POOL OR ON POOL DECK.
BATHING LOAD: 7 PERSONS
POOL HOURS: A.M TO P.M.
SHOWER BEFORE ENTERING
MAXIMUM TEMPERATURE 104 DEG F
CHILDRED UNDER 12 MUST HAVE ADULT
SUPERVISION.
PREGNANT WOMEN, SMALL CHILDREN,
PEOPLE WITH HEALTH PROBLEMS AND
PEOPLE USING ALCOHOL, NARCOTICS OR
OTHER DRUGS THAT CAUSE DROWSINESS
SHOULD NOT USE SPA POOLS WITHOUT
CONSULTING A DOCTOR.
MAXIMUM USE 15 MINUTES.
REQUIRED SPA 51GNAGE
SCALE 1" =1 FOOT
u
iP-23
NOTE:
A CLOCK SHALL BE VISIBLE FROM THE
SPA TO ASSIST PATRONS IN DETERMINING
LENGTH OF SPA USE.
SPA NOTES AND RESTRICTIONS
SP -1 HANDRAILS) S.RSMTTH -8 DMS -103A- CROSS BRACED DECK RAIL
SP -2 INTERIOR FINISH SHALL BE PER FINISH SCHEDULE LOCATED ON THIS SHEET.
SP -3 MAIN DRAIN:12NIr MAIN DRAIN POT.
SPI HYDROSTATIC RELIEF DEVICE: HAYWARD-OSP-1056 VALVE AND HAYWARD
#SP -1055 COLLECTOR TUBE.
SP -5 WATERLINE TILE TWO ROWS OF 6'7(8' FLAT TILES SHALL BE LOCATED ON
THE VERTICAL SURFACE OF THE SPA BEAM.
SP -6 STEP TILE: 2' x 6' X 3/4" MUD CAP TILES (DARK CONTRASTING COLOR
SHALL BE INSTALLED ON THE NOSE OF ALL STEP TREADS WITH THE 3/$
DIMENSION ON THE TREAD AND THE 2' DIMENSION ON THE RISER.
SP -7 REINFORCING BARS: # 3 ASTM GRADE 40 DEFORMED BARS @ 12" mae w.
SP -8 CANTILEVER OR COPING; EDGE SHALL BE INSTALLED AROUND PERIMETER OF
SPA WITH AN APPROVED EXPANSION JOINT BETWEEN DECK BAND AND MAIN
BODY OF POOL DECK
SP -9 CONSTRUCTION JOINTS SHALL BE LOCATED AS INDICATED ON SHEET L.1=1.
SP -10 MAIN DRAIN GRATE: PAC -FAB #531-202712"x12" FRAME AND GRATE
SP -11 HAYWARD 11SP-1019 GRATED FII TING,
SP -12 STATIC WATER LEVEL FITTING; HAYWARD 11SP-1423 GRATED FITTING.
SP -13 NOT USED.
SP -14 SCHEDUUE 80 PVC SHALL BE USED FOR ALL PIPING WHICH IS LOCATED UNDER
THE POOL SHELL.
SP -15 UNDERWATER LIGHT:12 VOLT WITH 100 WATT LAMP.
SP -16 HY1)RO4%1R VENTURI (GUNITE) THERAPY JET.
SP -17 2" THERAPY AIR LINE EXTENDED TO HAYWARD SP -1019 GRATED FITTING
FLUSH WITH DECK
SP -18 HAYWARD #SP-1070-2S-FVE SKIMMER WITH EQUALIZER VALVE INSTALLED.
SP -19 2" EQUALIZER UNE TO SKIMMER PORT.
SP -20 HAYWARD #SP -1419E RETURN INLET WITH DIRECTIONAL EYEBALL
SP -21 HAYWARD FISP -10225 FLANGED FEMALE ADAPTER FITTING.
SP -22 FILTERED AND HEATED WATER RETURN.
SP -233 1.5" THERAPY RETURN LINE.
GENERAL FILTRATION NOTES AND RESTRICTIONS
1 THE VALVES USED TO REGULATE THE MAIN DRAIN LINE, SURFACE SKIMMER LINE,
RETURN LINE AS WELL AS THE LINES TO AND FROM THE HEATER ARE FLOW
PROPORTIONING TYPE.
2 ALL ELECTRICAL EQUIPMENT COMPLIES WITH THE LATEST EDITION OF THE
NATIONAL. ELECTRIC CODE AND ARE ALSO IN COMPLIANCE WITH UL 1061 STD.
3 ALL OF THE FILTRATION COMPONENTS ARE DESIGNED FOR CONTINUOUS USE
4 THE FILTER TANK FLOOR IS COVED AT THE INTERSECTION OF TANK WALLS AND
SLOPES TO THE DRAIN.
5 ANY CHEMICAL FEEDERS USED SHALL BE ELECTRICALY INTERLOCKED WITH THE
RECIRCULATION PUMP MOTOR
6 ALL VALVES, PIPING, CHEMICAL FEEDERS & CHEMICAL CONTAINERS SHALL BE
PERMANENTLY MARKED.
7 ALL PVC PIPING SHALL BE HAVE AN NSF/PW DESIGNATION AND BE SO MARKED.
IF PVC IS EXPOSED TO SUNLIGHT R SHALL BE COATED WITH A UIV INHIBITOR
j
8 THE FLOW METER SHALL BE LOCATED PER MANUFACTURERS RECOMMENDATIONS
AND BE CAPABLE OF READING A MINIMUM OF 1,5 TUNES THE DESIGN FLOW RATE.
9 NO DISSIMILAR METALS SHALL BE USED IN THE RECIRCULATION SYSTEM.
10 A MINIMUM OF 30 FOOT CANDLES OF LIGKnNG SHALL BE PROVIDED.
11 THE FRESH WATER SUPPLY SHALL BE FROM A POTABLE SOURCE.
12 ALL RECIRCULATION PUMPS ARE SELF PRIMING AND ARE EQUIPPED WITH
HAIR AND LINT STRAINERS.
GUNITE SHELL SHALL. CONFORM TO THE FOLLOWING CRITERIA:
ACI -4 -M.2 -T7. SPECIFICATION FOR MATERIALS AND APPLICATION OF SHOTCRETE.
ACM1-®e, STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE-
SHELL
ONCRETESHELL DESIGN PER ACI 318 5, SECTION 1A, DESIGN ADEQUACY SHOWN BY
SUCCESSFUL USE IN BUILDING CODE JURISDICTION.
MINIMUM Tc = 36W PSI Q 28 DAYS
SPA INFORMATION
(Calculated)
SPA DIAMETER: 10 FEET
SPA DEPTHS: 7-10"
SPA W.L. PERIMETER: 31.4 LINEAL FEET
SPA WATER SURFACE AREA 75.5 S.F.
SPA WATER VOLUME:.1200 GALLONS
SPA BATHING LOAD: 7 PERSONS
SPA TURNOVER:.30 HOURS
ENGINEER'S SEAL
REVISIONS
O
Ltj
Cn
0
(V
�®!
W
GA
�[
0
0
W
w
o
IS
D
0)a
L
hi
Q
OD
U
'u
tl /
IL
L
CLw
0)
R
w
4<
W
Z
4-j C
vj
t-
m
0
CV
m
(Li
0
I:
SCALE
AS INDICATED
DRAWN BY: SHW / DWT
CHECKED BY: SHW
DATE DRAWN
JUNE 3, 2001
PROJECT NUMBER
DRAWING NUMBER
O
Ltj
Cn
fn
W
�[
0
¢
o
um
w
L
hi
Q
U
'u
o
CLw
4<
ri)
fn
Cn
SCALE
AS INDICATED
DRAWN BY: SHW / DWT
CHECKED BY: SHW
DATE DRAWN
JUNE 3, 2001
PROJECT NUMBER
DRAWING NUMBER
c
\
1P;
i
A11"r'Ci!TL"l FjUll-C!NG DEPT.
THESE PLANS :,=tE RIEVIEWED AND CONDITIONALLY
ACCEPTED FC)IR rERMIT. A P:a.RMIT ISSUED SHALL BE
CONSTRUE!) T p t;iE A !LICENSE `1`O PROCEED N/ITH
THE WORK 'AP•dr) N:JT A,a AlYri-iom'rY TO VIOLATE,
CANCEL, OR SET ASIDE. ANY OE THE
PROVISION' A, SHALL
ISSUANCE'+l-r
%,11 0
PERMIT 3,3
1 PEFfAiT PREVENT 'i,iE. nI.Jlt,CilN�
'
:
DEPT FROM -`IFR .'ERRECLJRINCA CCNRIZO.
TION OF Eta'• Ji.tS O"J Ti-,IE PLANS, CONS'Tr'iUCT'ION
OR OTHER \ 100N T k-)NS OF THF.. CGDE i.
CRY Of `,..Oford
Mode '::()des in offect:
Standard Building Code 1997 ed.
Plumbing
Cul:NStandard
Code 1997 ed.
�
Standard ('AWIRnical Coda 1997.
ed.
National Electrical Cade
1996 ed.
See CitY Code AMENDMENTS
FL. Acce.,ibilitY Cr)d2s '1997
FL. Energy Coda 1997