HomeMy WebLinkAbout1000 Stonebrook Dr (2)REVISIONS I BY
MARKS AND NOTED RE T ICTI
THE9e PLAN:3 HAVE BeetN PREPARED FOR THE EXCL WII USE OF THE CLEW
ANP NOT INTEYNPeP FOR ANY OTHER PURPOqr-, To THE BEST QF MY
KNOWLEDGE T}E315t Pt -PM MET THE REaXZEMf4T9 DIET FORTH IN F.A.C. 100-5.
THESE- DRAWM3 91vIA.D NOT BE CONsmiq TO MEET ALL TM REQL*T NT3 FOR
CONSTRUCTION OF THE POOL, BUT OILY THOSE REQUIVEMN15 SET FORTH BY
F.A.C. 10P--5.
1. THE POOL(S) THAT ARE INCORPOIZATEO N THESE PLANS NUST M- W STRICT
ACCOROANCE WITH THE PLAt IN ORDER TO OBTAIN A STATE OPERATING
PERM, ALL CHANCES MUST HAVE WRffrEN APPROVAL FROM THE ENCINEER ANSI
THE D5ION OF HRS. PRIOR TO SUCH GRADE OR ALTERATION BEING MADE.
2. THE POOL CONTRACTOR SHALL HAVE THE CONSTRUCTION AUTHORIZATION FROM
THE PNSION OF HRS. PRIOR TO APPLYING FOR A BL&MC PWIV OR
CO I IE NCNG CONSTRUCTION OF ANY KW,
3. RomoTma "I Ay
TI-E FOt-L.OWNG JOBSITE WeC IONS ARE REO .9V BY THE ENGINEER IN
ORDER TO SECURE THE ENCK144 CeRTMATION OF THE POOL(S) PRIOR
TO THE OnSION OF R". OPERATING PERW I5PECTION:
A. SE(WTO CONCRETE PLAC6MNT) B. A PRESSURE TEST (PRM TO BAaPU)
C. F6NAL (PRIOR TO THE PI MOI OF HLR.S. OPERATING PERMT IN9p)
THE GENERAL CONTRACTOR SHALL ""PLY OR COMPLY MW THE FOL.LoW
A: AN ACCEI'TAOLE I' PRJESH WATER SUPPLY TO THE FILTRATION SYSTEM
B. 10 Z APffia9 OF I
PyIAgE/ 290 VOt rS ELEt iRIC 9r pPL.Y r0 THEPOOL-Ru-cbRTRACTOR %1PPl.&P ELkG fRICAL PAP+E-L_9 AM7 UN WATER
LnTr TRARWWM" (LOCATED AROUW THE POOL ANA SPA).
C. A 4' WATEE WATER PF.,SCNNARGE LNG CAPABLE OF HAmxM 100 GPI'%, TO AN UTAHORIZED On V3AL AREA (AS ALLOWED BY LOCAL COPL-S).
P. TWOPO FOOT
LOCAL
F"
Com
FENCE
AROUND THE POOL AREA (TO E.
FR5T AD WJPMENT R-APLY ACCE98LE r0 BATHERS. F.
9A14TARY PACLNTL9 (WATER CLOSETS, URINALS, LAVATORIES, S, ETC.)), OUrSM DECK
SH+OWER(S WITHIN 6OF EACH POOL, SPA, WAPNG POOL. AL30 AN '
ANGLE-JE TYPE OF PRINKING POUNTAN SHAD. BE PROVIOEO ADJACENT TO THEPOOL) ER WAT'5 EDGE.(( THERE SHALL A HOSE BW (WITH A VACtM BDACKfL4
PREVENTORSADJACENT TO A%
REt FED BY GOV FAC4rf
iNCLL9.
PRESSURE
G.
A FACILITY OR AREA FOR CHEMAL STORAGE LINDEN ROOF AND PROTECTED FROM
ACCE55 BY LAVAUTHiORtZEO PERSONS (CWMAL^S MAY NOT BE STORED INTHEFILTERROOMOREaVrIENTPACK). K
THERE SHALL BE NO PROV5M FOR DMIK OR FOOD -SERVING FAMI IE S WITH®N U
FEET OF EACH POOL CURB OR INNER EDGE Or THE POOL PECK. DECKING
NOTES AND REMARKS THE
POOL DEC" INSTALLER SHALL INSTALL AND PLACE THE PL-GKW 30 THAT
THE FOLLOWING SPECIFICATIONS ARE MET: A.
4' WDE (M4rI.AM DECK AROUND POOL AND 5PA, IO WINE (rl tfl) DECK AROUND
A WA)NG POOL. ALL DEC" WILL. SLOPE AWAY FROM TI-E POOL(S) AT
A IMV1 SLOPE OF 2.5Y. (3' PER 10'). ALL PECKING I3 TO M OF A "- RESISTANT
AND I'IPERVIOJS MT'E-RLAL APPROVAL BY THIS OE=N ENGINER 0
REC?iiRED PRIOR TO THE DECK INSTALLATION TO HELP ASSURE COMPLIANCE WITH
F.A.C. 1OV-5. B.
I`841VI VERTICAL CLEARANCE ABOVE POOL{S) AW PECK IS 7'. C.
NV WOOD DEtK& WOOF EXPANSION JOINTS, CARPETING SHALL BE I83TALILIED
IV PECK AREAS REGULATED BY PAC. IOD--5. D.
DECKS NEXT TO PARKING AREAS 5HAL.L HAVE TRAFHC BARRIER5 NEXT TO THE
UrC' (F R-aL ) TO PREVENT PECK OBSTRUCTION BY VEHM.1L3. E.
THE FR9T LS' OV- PECK WALKWAY FROM THE POOL. TO THE 3AMTARY FACILnIES SLUALL
AL30 BE Ur A SMOOTH. IVERVIOUS, SUP•-RMIA14T MATERIAL. F.
ALL ELEVATIONS SHALL BE FPNALIZEP AT THE PROJECT TO ALLOW FOR ADJACENT
ELEVATIONS. G.
CONTACT THE ENWM- .. PRIOR TO PLACING PECKING FOR A REVIEW OF ELEVA- TIONS,
CONSTRUCTION JMT3, ANP EXPANSION / CONTROL JOW % R
A DECKED-{7RAnN9 SHALL BE PRAMP WITH 3' PVC PIPING TO THE CL.03e5T STORKSEWERMANTANASTOR2M
UOWNWARD SLAPS IN THE PRIG TOWARD THE SEWER.
LIGINTING
AND ELECTRICAL MOTES L
ALL ELECTRICAL EC LAT AND INSTALLATIONS NCLUDNG GROLADNG OF METAL
EQUIPMENT TO PE -ET OR EXCEED THE LATEST NATIONAL ELECTICAL GORE. 2.
NO OVERIEAD WIC WMV IO OF INSNE EDGE OF POOL WALL, 3.
ALL Q,$P"WATER LWH13 SHALL BE EaVPW WITH LOW WATER CUTOFf DEVICES, 4.
THE FOLLOWING AREA 11L-LA"INATVNI IS NECESSARY FOR APPROVED N.GHT 5WI.7jLG A. OUTPOOR
PEGTe-< 10 FOOT CAtJ7tdr-3 AT THE WATER AID PECK LEVR3. B. MkXR
DECKS: 30 FOOT CAtDLE3 AT THE WATER AND PECK LEVELS, 5, THE
OWNER %HALL 3UBMT TO THIS ENGINER B COPE% OF THE DECK LLUM N- ATM CALCUATION3
ANP OeSKiN. NOTE THAT THESE CALCULATIONS SHALL BE SIQW ANP
SEALED BY AN ENGINEER REMIERE0 N THE STATE OF FLORDA. IF NO
CAI-CUA TION3 ARE AVALABLf, TM EN6 --R MAY BE MjECTED TO PRO- VM TKft
F NO CAL.CULATIRNS AND THE DECK ILUq ATIOtN M!5" ARE 3UBM'rT- TED TO
THE PEPT. OF HRS, THEN NO NIGHT 5WI'MW WILL. M pMVTED. THE 09,AWNG3
SHALI- CLEARLY K CATE THAT THE POOL 6 FOR `DAYI14,'Frr' USE ONLY. 210NAGE E
U0,19 ENT° L RULE3
ANP REGLLATTONS FOR BATHERS OAST Be PO%TED HEAR P00.5I7E AN O
SHALL Be LECBLE FROM EACH POOL AND POOL PECK AREA. THERE IS A
PLAN FOR A TYPICAL TOOL. "-&3' SIGN ON SHEET LE-3, STRICT CO'9PUANNCE
FOR THE EXACT VERBAGE 5 MANJ7ATORY FOR FINAL APPROVAL, 2. IF
THE POOL POE5 NOT HAVE AN APPROVED MV4 BOWL CONF6URATION, THE RL 'NOUIVNG° I'%J5T BE POSTED ON THE SIG POOL Ru-E3 N IN4° MH
LETTERS ON A CONTRASTING BACKGROUND. 3. E
THE POOLS PEEPEST AREA IS LE-55 THAN ATHERE %ALLBE
4'
HIGH RNOAN' MARKGS ON TOP OF THE CURB OR
DECK WITHIN 2' OF THE POOL WATER'3 EDGE. THEiZE HALL. M A
NMI" OF 25' PERIMETER FLEET BETWEEN EACH MARK=. 4. WHEN SEPARATE
3AMTARY FAC>L TES ARE PROVI7EP "D ARE NOT Vt5ABLE FROM ANY PORTION
OF TM POOL 9iGTS SHIAl1. BE P03'TEP SIIOWNG PRECTION3 TO THE
PACLVE5. TNkECT 5 914AL-1. Be LEGNLE FROM ANY PORTION
OF THE POOL PECK AND THE LETTERS SHALL BE A I i VM
OF I' HIGH ON A CONTRASTING BACKGROUD. EACH SANITARY FACIM ENTRANCE %HALL
LAOR.W TO DEPOT EACH SEX. 5, THE ONLY
AUTHORIZED ABBREVIATION FOR `FEET' AND `iNC}g5' WIL M FT' ANO $N'
RESpECTIVL.Y. 6. N THE
EVENT Or N LTIPL.E POOL5 ANP SNGNS AT OW- LOCATION, THE BATH- ING LOAD AND
ttAX• POOL. WATER TEMPERATURE OF 105" %HALLL- BE LOCATED ADJACENT TO EACH
POOL (SPA). MIDP. C N
T VQT R jtQ 1. POOLS WITH
A SLOPE BREAK %HALL HAVE A 2' " XI CONTRASTING TILE AT %UGH
BREAK AND A SAFETY LINE PO%ITIONEV 2' ON THE SHALLOW FNV 917E OF
THE SLOPE BREAK. THE FLOATS SHALL BE 0 T MMIL" IITCRVALS. 2. THE UPPER
PART OF POOL. WALLS ARE WMW 5 DEGREES OF VERTICAL FOR AT LEAST
2.5' AID THE RAPID JoNG THIS UPPER DEC ION TO THE FLOOR
90e5 NOT EXCEED 25. IF THE UPPER 3ECTION OF THE WALL. E3 N
AN AREA THAT B GREATER THAN 5' DEEP, HE SHALLTHEN T WALLBEVL-R'TICAL WITHIN 5 UEG'RE£3 FOR A IMM IJIM DEFTH EQUAL TO THE POOLPEPTHI`9" 2.5' ANNL7 THE RACW3 POE% NOT EXCEED 25. 3. THEVAK-PAK
FITRATIN 3Y3TEM SHALL M LOCATED WITHIN 45 FEET FROM THE POOL WATER'3
EDGE LRd.E35 THE hWtIE-ER 3PEcMALLY GIVES PRIOR WRITTEN AUTHORZATION TO RELOCATE.
4. THE VAK--PAK
FILTRATION 3Y3TEN SHALL f3E PLACED LEVEL WITH THE POOL WATERS ELEVATION 04LE33 THIS
ENGINEER SPECIFICALLY QVE3 PRIOR WRITTEN AUTHORIZATION TO RELOCATE. 5.
NOTE THAT THERE
POOL STRUCRRe(9) ARE NOT De3wNED TO WITHSTAND HYPR03TAT1C LET OR CROLkV
WA CONQM5 THAT COUP CAUSE FLOATING OF THE 3TRUCTUREE
5). 6. THE SOL // EARTH
UR R EACH POOL. SHALL HAVE A PEtNSfTY AND C ACTION OF 95% (
MIN.) OF THE OPTI UI I MOQK-V 3TANPARD PROCTOR TL-ST. THE GENERALCONTRATORSHALL
SUPPLY & INSTALL THE UNDERGROUND PROPANE CAS TANK
WITH ALL HOOK --UPS TO THE SPA HEATER, COMPLY
WITH ALL APPLICAE3LE CODES AND RECULATIONS, OA I
I TEST
KIT
W BROMINE TAYLOR 2105 MILLER Oqq-2-005-q 2 1 LEAF~ BRUSH
A B #3030 PWP 12-2015 3 I LEAF SKIMMER
AQUALITY 6001 PWP 12--1665 4 3 POLE 16'
STRAIGHT) 6g5-03 ALUM, PWP 12--1545 5 3 HANGER SET
1554 2 POLE PWP 12-1835 6 1 VACUUM HOSE -
50' SPIRALOCK T02778 PWP 12-0105 7 s 2 2
LIFE
PRESERVER
THROW
ROPE -
60, GIAMANCO
20LR AQUALITY 24002
PWP 12-
2305 P
P 325 q
10 2 1
R;~
SCUE
HOOK
5PA
MAiNTEN8Na KIT AQUALITY
10136 RAINBOW 5M-
2 WP
12-2290 PWP
12-1275 11
2 CUP 6ljCHOE5
V E3 pOLE5 NIDY CO, - 407-644--3121 12 2 WATER VOLLEYBALL
LAID - O --644- 13 2 STAINLESS STEEL
POLES FOR NET NIDY GO, - 407---644-3121 14 1 WATER OLLE
LL NET NIDY CO, -- 407-644--3121 15 1 POOL RULES
SIGN SEE DETAIL e LE3 16 I H R -
EL YNE L S EC- 50 ORE L) - VERIFY TYPE OF CAS 17 1 5AN116EY FACILITIL2
OCATIQlj SIGN SEE DETAIL 11 LE3 18 gOg2--1 9
VAK-
PAK FILTER
SYSTEM SELF --CONTAINED UTILITIES BY
G.C.
GAS SUPPLY I" WATER
SUPPLY 4"
WASTE WATER ELECTRICAL
SUPPLY SANITARY FACILITIES
B`( GEN.
CONTR. wAr cl.l rrs) .
s) LAvnraRles wens MEN I I I
0 Wor" I -0 I
o I. FLOORS SHALL. BE
OF CONCRETE OR OT)-ER NON -ABSORBENT MATERIAL. 2. FLOOR SURFACE5 SHALL
BE OF A SMOOTH, SNP--RE56TANT F*45H, 3. FLOORS SHALL BE
SLOPED FOR POSITIVE PRANACE TO FLOOR DRAIN(5). 4, OUTDOOR POOLS TO
HAVE OUT5VE ACCE35 POOR TO 3A14TARY FACUTIE5 AND 516N5 WILL M
P03TEP SHOWING THE LOCATION OF 3ANITARY FACILITIES IF THEY ARE NOT
V131131-E FROM THE POOL OR POOL DECK). 5. THERE ARE NO
FOOT BATH5, 6, A HOSE BW (
WITH A VACUUM BREAKER) SHALL BE LOCATED ACCE35LE TO EACH 3AMTARY FACILITY.
7. WAL.KWAY5 BETWEEN
THE POOL(3) AND 3ANITARY FACLME5 ARE TO BE CONSTRUC-1"E1) OF
CONCRETE OR OTHER NON -ABSORBENT MATERIAL FOR THE HR3T L5' OF
WALKWAY AND HAVE A SLIP-RE515TANT FINISH, B, OR -53INC ROOMS (
IF PROMEJ Q)) SHALL HAVE SMOOTH, SLIP --RESISTANT, NON- AB30RBENT FLOORS CON3TRUCIT-C)
OF CONCRETE OROTHER SUCH MATERIALS. CARPETING (AND OTHER 5P1d
AR FLOOR COVERWGs) ARE PROFITED, HEAT L2 1 SPA
PLAN
VIEW
135.00,
DECK SHOWER
THERAPY TII1EP
C- SWITCH
L3 YY
V S--
0)
9 POOL
PLAN VIEW
9 DECK
PLAN VIEW
ro SPA
THERAPY TIMER
OWITCaHI
THE POOL CONTRACTOR. SHALL
SUPPLY AND INSTALL A HEAVY-
DUTY "TWIST --TYPE" ro TIMER SWITCH AS LOCATED
ON THIS SHEET, THE TIMER SWITCH SHALL
OPERATE AND SERVE o A5 THE SWIMMER'S
METHOD TO OPERATE THE >. THERAPY PUMP LOCATED IN
THE' VAK-PAK. Y THE INSTALLATION SHALL COMPLY
WITH ALL LOCAL CODES AND THE
THE NATIONAL ELEC- TPICAL CODE, COORDINATE THE
INSTALLATION WITH THE PROJECT MANAGER
AND THE PROJECT ELECTRICAL CONTRACTOR. U a
THE POOL
CONTRACTORSHALL
COORDINATE THE LOCATIONS OF THE POOL
RULES AND SPA RULES WOOD PECI! SIGN, THE
SANITARY FACILITIES LOCATION SIGN, ro AND ALL SAFETY EQUIPMENT
HANGERS. ADVISE THIS ENGINEER OF
THE DESIRED LOCATIONS 1 j PPIOP-_ TO
INSTALLATION FOR APPROVAL. 0 N C a
U
roEN - UNDERWATER
TRANSFORMER
LOCATION
f P (NOTE MUST
DE MOUNTED MIN. 8" ABOVE CL tt POOL/SPA
WATER
LEVEL). O O O BRICK
PAVERS
f#
S
IN DECK
13Y G.G. It A t { j
T ;r
I
t.. I I
1 +ii 1 G \_ s USE t Cn 11- I r, 1 C )j N N cz v
ap7
u
0
PECK.
CONT
PAC4
OR
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DECK LIGHTING 5' \ I
N . PLANVIEW
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Q 0 P
NEIX OF
GSA
N
d 12 e{ LE I POOL, SPA, AND
DECK Y d LE I. I POOL
DIMENSIONS,
EQUIPMENT,
AND NOTES ro LE 1.2
DECK AREA LIGHTING
m LE 1,3 DECK DRAINAGE & EXPANSION
JOINTS LE2 POOL PLUMBING, SECTIONS, & NOTES o
LE3 POOL DETAILS o LE-4
SPA PLUMBING, SECTIONS, & NOTES
LE-5 NOT USED o, LE6
POOL/SPA FILTRATION FKA-1.
2 ARCH. POOL DECK
PLAN a v N M C L
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Dept. at Health 8L Rehr . services
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COVERgr) V I
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LIG.H PARAMETERS
i
LIGH'1'IWG TXPE,, ;F,SODIUM
LUMINATR p4A"IUFORT4. ZI
HUBB7i # RCL=100OS-1P8-1_
r
LIGHTWATTAGE:_ 1Q00. POL <,
H m E. ET GHT F }: 25° S,: LIGHT
4 ;' TOTAOF LWATTS aaa LTCHT ' POLE _
LACEMENT . . r LIGHT."#
X(
FT) Y(FT) FRONT ANGLE. l.. `°. -34
11 90 2 -78
26 3 -50
96' 270 4 6
31 225 x' ESTIMATED ;
FOInIT SIGHTING LEVELS x MOUNTING ARM POINT X(
FT) FT} FC-1 FC-2 FC-3 FC-4 TOTAL FC SEE DETAIL
5 ) 0 0
25 NOMINAL ORIENT TOWARDS 2 9,..
35
0 G 9.1 a 0 .` 18,
54
HEIGHT POOL PER DECK 3 15.
5
15.4 95 0 5.23 21.6 LAYOUT 31.51
0 19.74 2.99 0 1.78 24 5.3 8 13,37' 2.83 0 3.69 19.9 5 46.3 22.5 6.61 6,68 97 3,44 16.82 61 372.45 13'88 .97 .9 18.21 ' LUMINAIRE UNIT 7 85.
3
44.5 1.38 9,6 1.19 1-48 13.67 SEE DETAIL 3 ) 47 50.5 - .85 8.05 2.59' 1,84 13.35 9 1033
15.
5
36 2.
08 1 1.02 8.22 14.34 11 19
8.
03 .69 0 9,770001 18,51 12 0
0
19
5.
98 0 0 17.97 23.95 13 15.
5 9.5
7.83 0 0 12,43 9,5
11.47 20.27
14 33
84 0
6.87 23 5,
87 2,74 13 7.2 19.19
15 47.
5 37.5 2.06 7.48 82 3.28 15.96
13.66
16 1772
56..
5 ..37 12.01 5.21 09 62 1_
7.69 SEE DETAIL 8 FOR 18 77,
8
72. 9 ,
89
6 .48 G 67..5
G 16 .45
ELECTRICAL DATA 19 66.
5 6.17 _
8.71_ a 62 8.
33 14.88
20 72
12 6.
67 .12' 62 .09
9.09 6.96 15.26
0 16.
15 STEEL POLE
DETAIL 4 )
x NOTES
1. 2.
FC =
FOOT-
CANDLES AT SPECIFIED DECK COORDINATE, 3. TOTAL
FC IS SUM OF INDIVIDUAL LIGHT C FRONTAL ANGLE
MEASURED IN DEGREES r ,W FROM PLUSnIS, t ESfCnFROMPLUS4. X, y=0, CALCULATIONS ASSUMELIGHTINGLOSSFACTOROF0,8.5, 5. FLORIDAOHRS/10D-5 REQUIRES 10 FI OF CONCRETE FOOTING
BASE/ANCHORING DECK ILLUMINATION
SEE DETAIL 7) SEE DETAIL 6 ) G 00L
D ll i1 J 1 1 J1i 1 l( GRADE LEVEL umEDULE 1011
SCALE:
NONE
LUMINAIR MOUNTING
ARM NOTE: DECORATIVE
COVER NOT
SHOWN I ::':: . FIRM,
COMPACTED
EARTH, I I
95% COMPACTION MINIMUM III LH'
G -
l1TlT" 0L A`03EM Bll 25I POLE Fw 11', _") 0NT /
JMWSCALE:
NONE LUNNAER SCALE: NONE
LAN
VIEW G' 24 HR. TIMECLOCK; 120V / 10A
CUTLER -HAMMER #10336-H22 NEI (
RECOMMEND INDOORS) AC LIGHTING
CONTACTOR UNIT NEMA-
1 ENCLOSED (INDOOR) CUTLER -
HAMMER #C305G3A 120V COIL/
600V MAX. LOAD
TC I LC I 0
MOUNT THESE IN THE
MAINTENANCE
ROOM 120V TO COIL
IN LCI
TO LIGHT UNITS
3 BRANCHES)
o- 120V PR
240V SUPPLY
TO
LIGHTING CONTACTOR UNIT
o- 120V SUPPLY
TO TIMECLOCK
CLC C`"3
CQL E
QQ G[[ t1C11 n^\\\III /// n1'(e1 SCALE:
NONE
F IJ LL O IJ ! T V W N O O r. ANCHOR
RODS (4
REO"D) - -- --
3/4".0" x 30"
L x 3" EL. ANCHOR RODS ARE SUPPLIED W /
POLE) 3/4" STEEL
HEX NUT
8 REQ'D) TIGHTEN W/
RED "LOCK 3/
4" STEEL FLAT WA'
8 REQ'D) STEEL BASE
OF POLE GROUT
AFTER POLE IS SET
AND PLUMBED NON -SHRINK
GROUT) TOP OF
CONCRETE FO 0
AGE ANC HORUN(C
DETNL
Dampowli DATA A 22.5"
572 MN
B 30.25" 766 MM
C 10" 254 MN HOUSING -
LIGHTWEIGHT, RUGGED, ONE-PIECE
FORNED AND WELDED ENSURES SNOOTH CONSTRUCTION AND WEATHERPROOF INTEGRITY. LUMWAIRE
IS PRE -DRILLED FOR MOUNT9JG TO POLE OR WALL. BALLAST - 180'
C INSULATION, -20-
F STARTING (-40'F, HPS), 60 Hz HPF BALLAST 50 Hz BALLAST AVAILABLE - CONTACT
FACTORY. POWR-PANL ASSEMBLY - ALL ELECTICAL
COMPONENTS ARE. NOUNTED ON A PRE -GALVANIZED STEEL PLATE WHICH IS HELD
IN PLACE BY SPRING LOADED LATCHES FOR EASY INSTALLATION AND REMOVAL. PRE -WIRED WITH
QUICK DISCONNECT PLUGS. LENS DOOR FRAME - EXTRUDED FRAME
WITH RIGID CORNER BRACING AND DIE-CAST ZINC LATCHES TO PERMIT TOOL -LESS
ENTRY FOR SERVICING. THE DOOR HAS HIGH QUALITY SILICONE GASKET6NG TO SEAL AGAINST ENTRY
OF INSECTS, DIRT AND NOiSTURE. DECORATIVE ALUMINUM COVER FOR CONCEALMENT OF ELECTRICAL
CONPARTNENT. LENS - FLAT, TEMPERED AND IMPACT
RESISTANT GLASS. OPTICAL ASSEMBLY - RCS & RCL SERIES
HAVE A HYDROFORMED, ANODAL FIMSED, ALUNiNUN REFLECTOR FOR I.E.S
TYPE 9 AND 91 ASYMMETRICAL ROADWAY DISTRIBUTION WITH EFFICIENCIES OF UP TO 65%. RCN -
FOR WIDER DISTRIBUTION AND
BETTER UNIFORMITY, RCM OFFERS A TYPE 11 AND 19 . DISTRIBUTION FEATURING A ONE-PIECE
ANODIZED ROADWAY REFLECTOR. A ONE-PIECE SPECULAR REFLECTOR IS AVAILABLE IN THE
TYPE V UNIT - SOCKET - RC51RCM UNITS OFFER AN
ADJUSTABLE SOCKET ASSEMBLY WHICH PERMITS EASY FIELD ADJUSTNENT TO OBTAIN DESIRED
DISTRIBUTION. SEE PETALS BELOW. RCL SOCKETS ARE PRESET AT THE FACTORY WITH
TYPE 9 CUTOFF 'Co OR TYPE III CUTOFF 'P' DISTRIBUTION. MOUNTING - A COMPLETE SELECTION OF
MOUNTING ARMS Atli ADAPTERS IS AVAILABLE FOR PRACTICALLY ANY MOUNTING REQUIREMENT. SEE
PAGE 53 OF THE CATALOGUE. LEKTROCOTE FINISH - TWO MILS NINIMUN
OF ELECTROSTATICALLY APPLIED POWDER COATING, HIGH TEMPERATURE BONDED TO THE
SURFACE FOR MAXIMUN ADHERENCE AND FINISH HARDNE3S- STANDARD FINISHES ARE BRONZE • BLACK,
GRAY AND WHITE. SEE ORDERING INFORMATION. ADDITIONAL FEATURES - FULLY GASKETED FOR
ALL WEATHER OPERATION. U.L. 1572 LISTED, SUITABLE FOR WET LOCATONS. L
U M N A
R 83' EUFJu`lr T 0 N 8"' PLAN JEW SCALE: NONE v
UU 30" 1(tSMCT
0N V
JE
UW . SCALE: >" 1' s ILLUM 25
SIDE MOUNT
H
c SPECIFY
WHEN ORDERED) X
0NOMINALJ7
f
S
S HEICHT f,c b i
Nk
5 s ti
BASE
COVER
o
c
tl%
jj E30LT CIRCLE 8PECIFICATIONS
MANUFACTURER-
HUBBELL
LIGHTING CATALOG
PART
NO.: SSP-6258-
A24451 MATERIAL: STEEL; 6' SQUARE POL_ `
41 • FEET BASE: 11'
SQUARE x T
CIRCLE- 11' DIAMETER O-
PROJECTION: _ oil o 1
y1 S
EL
POLE
SPECIFICATIONS SCALE.-
NONE iEf 12" BOLT
CIRCLE: USE TEMPLATE
PROVIDED WITH POLE
ANCHOR RODS (
3/4"0
x 30") SUPPLIED W/POLE GRADE LEVEL
FIRM COMPACTED EARTH
G5% COMPACTION
MINIMUM) 0 0
0 C C
CN
0
NC
p
0s
ot a..
C
5
STEEL
BAR
PLACE
AS
SHOWN (WIRE -TIE ALL
SPLICES) 3500 PSI STONE -
AGGREGATE CONCRETE
FOOTING C OOH" TE
DETML P=
LAN O SECTMN V
WI,53 SCALE: 314" _ >' L 1 t A This space
reserved for
State
Health
Department approval Rh 1DRAWN CHECKED SCALEDTM 1 1
INDICATEDN
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REVISIONS I BY
DECKS LEGEND
JOINT
CONSTRUCTION JOINT
DECK—O—DRAIN
DRAINAGE PIPING
WOOD PLANTERS
rarniry n n 1 ir_ne
DECK ABBREVIATIONS
F.F.E. FINAL FLOOR ELEVATION
D.A.P. DECK AT POOL EDGE
D.A.S. DECK AT SPA EDGE
D.O.D. DECK—O—DRAIN STRIP DRAIN
WOOD STEP
SEE ARCHITECT'S DRAWINGS
FOR DETAILS ON WOOD
DECKING AND DECK DIMENSIONS.
000E DECK E AN%(93 0 N J 0 N T 3
PLAN VFEW SCALE: 118" = 1'
E K C INAGE LEGEND
1-__
DRAIN PIPE (PVC SCH 160
OR SOLID DRAIN PIPE)
DECK—O—DRAIN CHANNEL
WITH BOTTOM OUTLETS
TO CONVERT TO PVC PIPE
DECK—O—DRAIN
CONCRETE DECKING
DECKING TO SLOPE TO DRAN(S))
PVC PIPE ADAPTER TO DRAIN PIPING
PVC SCH 160 qO DEC SWEEP ELL
4" PIPE TO SLOPE AWAY DECK—O—DRAIN
ALL DRAIN PIPING SHALL SLOPE AWAY FROM THE DECK DRAINS
AND FLOW TOWARD THE CLOSEST STORM SEWER OR
RETENTION POND (SEE G.C. FOR ADDITIONAL INFORMATION).
ENCAPSULATE THE DRAIN PIPE IN CONCRETE AS IT
PROTRUDES INTO THE RETENTION POND.
DECK D'AIN PIPING
E/ E T M N 1:J EV V
6J6/AL I_ tl
gOg2-13
LSPACE EVERY 6'
VERIFY THAT THE
WOOD DECK IS THE
SAME ELEVATION
AS THE CLUBHOUSE
CAL U OMSE--
CONSTRUCTION JOINT
WITH CONTROL JOINT
PLASTIC CHANNEL
1/2" OR
d
FILL WITH SIKA 12—SL
SMOOTH DOWEL
WRAPPED IN PLASTIC
TO PREVENT BONDING
POOL CONTRACTOR SHALL EXTEND
THE PIPING OUTLETS TO THE RETENTION
POND.
POOL DECI AREA
PLAN V EW
SAW —CUT — .251, WIDE
FI.511 DEEP — CUT WITHIN
RS OF PLACEMENT
w
CONTROL JOINT
PLASTIC CHANNEL
DIRMNAGE
SCALE: 118 " = I'
SLOPE SLOPE
DECK—O—DRAIN ;
PLASTIC CHANNEL
Ez`^Ir`-'A N 6 ,G1:;;G1T T I> >J u_Nr.'VuTv S IF
C T (0 N V E W Ql`-) SCALE: NONE WOOD DECK
POOL CONTRACTOR
SHALL EXTEND THE PIPING
OUTLETS TO THE RETENTION POND. atasih
OF
FLORIDA Dept, of
Health A Rehab. Services APPROVED R
132
rnvitpnmenfal Engineering
STRUCTURAL DE'
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DATE
F
1
SCALE s
AS
INDICATED t}JUB
NO. 9092 y
SHEET V
A,
5
1
R F
9
t SHEETSa
MAIN DDRA0N/SK MMC R//SUCTON l('
LEAN V 0EW SCALD': 114 4-
I
1.
5"1 FILTERED -,\
WATER
2'' T
E-1 I
T
i
1.
5" 1.
5" ,- h TJ---------- ---
14
HEA EDD /FLTERED--WATER [RETURN TN PLAN
tJ
E SCALE: f /") 2.5"
2" 211 1,
5" 15" THERAPY WATER
EGA PPft3 PLAN V
SCALE: 114 2'I
211
Wit=!
211
2"
1.5" PLAN VIEW
SCALE: 1/4" HAYWARD 5P--
101q EXTEND TO
DECK SURFACE AND CONNECT
TO PIPE LOOP CIRCLING THE
SPA TO HYDROTHERAPY
RETURN WATER
PIPING ANZEN VENTURI -
FEES OP APPROVED
EQUAL) THERAPY JET
I Q - )
I -
O
11 N
COT ,
a =
112 VAF.-
rAY.
1"1U1'2/i 2.5/2/2 FRAME &r
GRATE/ AYWARD #5P-1032 PWP 16-
1655 HYDROSTATIC RELIEF
VALVE/HAYWARD SP-1056 PWP 16--
2255 6" x
6" - W 1,4 WIRE MESH WATER LEVEL IN ALL
DECKING DEPTHS HAYWARD WALL
RETURN SP-141%
I TO
HEATED,
FILTERED WATER RETURN8
PIPING
WALL
RETURN
FAT ON 1.5' - -
S CC
T D N V E W SCALE: 112 SPA TIMER
SWITCH: THE POOL
CONTRACTOR SHALL SUPPLY AND INSTALL A HEAVY DUTY TIMER SWITCH FOR
THE SWIMMER'S USE TO OPERATE THE THERAPY PUMP AND AIR BLOWER.
LOCATE THE TIMER SWITCH AS INDICATED ON SHEET LEI,I , THE SWITCH AND ITS
INSTALLATION SHALL COMPLY WITH ALL LOCAL CODES AND THE NATIONAL ELECTRICAL CODE.
SUBMIT A SPEC SHEET TO THIS ENGINEER FOR FINAL APPROVAL PRIOR TO
INSTALLATION. COORDINATE INSTALLATION WITH THE PROJECT MANAGER AND JOB SITE
ELECTRICIAN, PLUM13NG FLOW
SPECWMATMNS PIPE SIZE
SCHEDULE VEL.(FPS) % OF FLOW G.P.M. MAN DRAIN
2.5" 40/80 3.27 100 50 SKIMMER 2"
40 3.06 60 _ 30 FILTER RETURN
THERAPY SUCTION
2" 4"
40
40/
50
5.11
3.57
100 100
50
140
THERAPY
RETURN
3" 40 6.35 100 140 AIR VENT
2" 40/80 N/A 100 N/A WATER FILL
STATIC 2" 40/80 N/A N/A M N/
A - ALL PIPING,
UNDER SHELL SI-IALL Be SCH, 80 PVC LEGEND OF
PLUMBING SYMBOLS a.o.
AIR VENT
WALL INLET
GUTTER FITTING MAN DRAIN SKIMMER THERAPY AIR FITTING MUMONQ IN
TAILLATION REM&FJKQ I. THE
PIPING LAYOUT SHOWN ON THIS SHEET IS FOR CLARITY ONLY. SEE THESE
INSTALLATION REMARKS FOR PIPING PLACEMENT. 2. ALL
PLUMBING PIPING TO BE PLACED NEAR THE BEAM OF THE SPA.
IF THE REQUIRED BACKFILL AND COMPACTION CAN NOT BE
ATTAINED, THEN ALL PIPING SHALL BE STRAPPED TO THE
SPA SHELL WITH THE MAXIMUM SPACING SHOWN: PIPE SIZE:
I" 1.5" 2" 2.51' 3" 4" 61' 8" MAX, SPACING:
4' 5' 5.5' 6' 7' 75 8' P' 3. PIPE
HANGER DETAILS & SPECS, SHALL BE SUBMITTED TO THIS ENGINEER. FOR
WRITTEN APPROVAL PRIOR TO INSTALLATION. 4. THE
THERAPY AIR PIPING SHALL SLOPE UP AWAY FROM THE THERAPY FITTINGS
AS IT PROCEDES TOWARD THE AIR VENT FITTING. THERE SHALL
BE NO "DIPS" OR CHANGE IN THIS SLOPE UNDER ANY CIRCUMSTANCES-
5, THE
PLUI E31NG INDICATED ON THIS SHEET IS SHOWN FROM THE PLAN VIEW ONLY.
ADDITIONAL FITTINGS WILL CERTAINLY BE REQUIRED FOR THE COMPLETE
PLUMBING INSTALLATION. 1. REBAR/
SHELL SPECIFICATIONS A MINIMUM
OF # 3 REBAR (GRADE 40) SHALL BE PLACED I? O,C.E.W. ALL REBAR
TO I3E TIED SECURELY AT ALTERNATE INTERSECTIONS AND PARTICULAR ATTENTION SHALL
BE GIVEN TO INSURE THAT THE REBAR IS COVERED BY A MINIMUM OF 2.5"
OF 4000 P.S.I. SHOTCRETE (OR ITS EQUIVALENT). THE REINFORCING SHOWN AND SPECIFIED IS
ADEQUATE WHERE THE BACKFILL 15 WELL -DRAINED GRAVELLY MATERIAL ONLY. 2. CKFILL/
CO APACTION SPECIFICATIONS ALL DISPLACED
EARTH SHALL BE BACKFILLED AND COMPACTED TO ACHIEVE A DENSITY OF q2% (OR
GREATER) OF THE OPTIMUM MODIFIED ASTN PROCTOR TEST. NO DECKING TO BE PLACED UNTIL THIS
BACK -FILL HAS BEEN TESTED AND APPROVED BY THE OWNER'S REPRESENTATIVE. 3. PIPING/
PRESSURE TESL' REGUIREIhENTS ALL PIPING
SHALL CONFORM TO ACCEPTED WORKMANSHIP STANDARDS AND SHALL BE TESTED AS
FOLLOWS: I. ALL PRESSURE PIPING MUST BE TESTED BY MEANS OF WATER PRESSURE TO A
11NIMUM OF 35 P.S.I. PRIOR TO BACKFILLING OR FILLING THE PLUMBING TRENCHES. 2. ALL
NON -PRESSURE PIPING SUCH AS GUTTER PIPING, MAN DRAIN PIPING, SKIMMER PIPING, ETC. MAY BE
STATIC TEST FOR A PERIOD OF 24 HOURS (IN LIEU OF A PRESSURE TEST. ALL PIPING SHALL
BE STAMPED WITH A MANUFACTURER'S MARKING THAT IT IS APPROVED FOR USE
WITH POTABLE WATER (NSF-PW). ALL PIPNG 6' N DIAi`eTER OR LESS SHALL BE SCHEDULE 40
PVC. 4. DECKING
RESTRICTIONS AND NOTATIONS DECKS AROUND
SPA POOLS OF LESS THAN 120 SQ. FT. OF WATER. SURFACE AREA SHALL HAVE
A MINIi'1UN 4 FT. WIDE UNOBSTRUCTED, CONTNUOUS, SLIP -RESISTANT BECK AROUND
A MINIMUM OF 50% OF THE POOL PERIMETER. U L-
b U 1 V U lc:-- WW SCALE: 1/2'° D D
1 1`J L U SCALE: 112'°
20"f
DECKING BY
OTHERS -
WIRE MESH
e THERAPY FITTING
8 REQ'D 94 ANZEN
VEIN F U R I TEES 3c PWP 14 -
0900 HAYWARD SP-
1022 PWP 14-
1635 VHA_YWAR
TTERFITTD #SP-1019 MILLER #044-
3-001-3 I NLETS,
ADJ. WALL 3 RE Q"D) HAYWARD #SP _
141`aE PWP 16-
2070 HAYWARD #SP-
1022 PWP 14-
1635 QUNDERWATER LIGHT (
12V / 100 WATT 2 04LIGHT
AM. PROD. # 766631 MILLER #054-
6-P4-0 NICHE AM.
PROD. #782404 MILLER #054-
6-287-4 GIAMMANCO CP-
100 TRANSFORMER MILLER #248-
6-026-6 HANDRAIL S.
S. 51" SWAN #Dr1S-
IOOA PWP 16-
2455 WE"IL
ANCHORS (2 REQ`D)"STA ITE #
414g4 PLVP 16-
2 20 E3 SCUTCHEONS (
2
REQ'D) AYWARD SP-
1042 PWP 16-
2 30 QUALIZER FITTING
W FLUSH GRATE NAYWARE) #SP- IO Iq MILLER #044-
3-001-3 SSKIMMER (NSF
APPR) E4 AM.
PROD. # 844206 TWIN 2"
PORTS AT BOTTOM PWP 16-
0075 CANTILEVER DECK
EDGE 4 FT
MINIMUM UNOBSTRUCTED DECKING AROUND
50% OF SPA PERIMETER.
DECKING BY SHALL HAVE
A MINIMUM OF 4 FT,
UNOBSTRUCTED G>ECK., NORMAL OPERATING
WATER LEVEL IS 3"
BELOW TOP OF TILES NORMAL OPERATING,
WATER LEVEL OVER SEAT
IS 1"-5" FLOOR SLOPES
APPROX. 1.5" PER I"
TO MAIN DRAIN. ! lI WHITE -
TONE
POOL PLASTER 6" x
6" - W1.4 7 i
EXTEND
TO SURFACE 12" X 12" ANCHORED GRATE WHITE TONE
AREA OPEN: 78 50. IN, POOL PLASTE
MAX VELOCITY IN MAIN DRAIN DOES NOT
EXCEED 1.5 F.P.S. POUR ADDITIONAL
CONCRETE WATER LINE
AROUND SKINNERANDTIEINTOREBARPROTRUDING
FROM SHELL D-- - TO
PUMPSUCTION-= MAIN DRAIN
PIPE WIDEN BEAMOFPOOLp-. EQUALIZER
UNDER SKINMER(S) -- VALVE I - - 2" AUTOMATIC HYDROSTATIC P.V,
C.- U ff ff
RELIEF VALVE (MANDATORY) L.1'. GRAVEL BED
WIRE SCREEN
2" EQUALIZER-
FLUSH INSERT PERFORATED PIPE OTE: INLET
PVC
SCHEDULE 80 PIPE TO SURFACE 1. THE
DEPTH AT THE DEEPEST POINT/MAIN DRAIN CRATE DOES SKIMMER POOLWATERSURFACEAREADOESNOTEXCEED600SQ. FT, AND DOES NOT EXCEED NOT DEVIATE MORE THAN 3 INCHES FROM THE SIDE WALL MAXIMUM WIDTHOF20FT. DEPTH INDICATED BY THE DEPTH MARKERS AT THAT LOCATION, SKIMMERS HAVE
NSF APPROVAL (AMERICAN PRODUCTS #844206). MAX. FLOW 60 G.P.M. EACH, 2. THE MAIN DRAIN GRATES) ARE DESIGNED SUCH THAT THEY SKIMMERS ARE
LOCATED TO TAKE ADVANTAGE OF PREVAILING WIND DIRECTION AND HAVE A ARE NOT
READILY BREAKABLE OR REMOVEABLE BY BATHERS. WALL INLET
INSTALLED IN THE OPPOSITE WALL DIRECTLY IN FRONT OF THE SKIMMER.. 3. SEE DETAIL # 2/LE3 FOR INFORMATION ON BACKFILL MATERIALS AND SKIMMERS DONOTPROTRUDEINTOTHEPOOLAREA. IN THE EVENT THAT THE WIND REQUIREMENTS FOR ALL EXCAVATED OR LOOSE EARTH DISTURBED BY DIRECTION ISVARIABLE, THEN SOUND ENGINEERING PRACTICE IS TO USED IN LOCATING THE SKIMMERS. THIS INSTALLATION. AREAS TO MEET THE COMPACTION SPECIFICATIONS SHALL BE
ANY AREA THAT THE EXISTING EARTH WAS DISTURBED. 0 FACE
D[MM[G 10 ApN DRI-D _ DECTON
D[11 AL SCALE: " = 1' DEG`TN D E T A SCALE: NOIV E I SPA-
8X8C SPA WES LEN>
TH: 6_
0" WIDTH:
8'_0 PERIMETER: 32'--
0" AREA: 641'
S.E. VOLUME:
ggo6 GALS. BATH. LOAD:
6 TURNOVER: 20
MINS, DEPTHS: 3'-
m-2" x
3'-4 DIAMETER: N/A FOR ALL
LET"rEP= EXCE*-
r NO v,° PULP-) Spa -'x'
STATE OF FLORIDA
w w
A. of Health &
Rehab. Services
A PPROVED SP 1322 8
Environmental Engineering
PRUC4TURAL UESIGP NOT
COVERED d
G` T. 2,9
la wn This space reserver) forState
Health Department approval REVISIONS BY Y7 e etl
t5 E
rf
C+.
Engineer'
s SN
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