1840 ATLANTIC BEACH DR - POOL DRAWINGS z J ❑zw
O
in
LIJ M ¢ d W W W TF tr V y V) a ❑ O
°Oaza Vi m m F' w w ¢ zaoN� o c=i a Nz W \ Q
a a}Zm o 0 0 0 ,� rz < o mw NO m o 6. wJ W V) Z co J
oN�gaoo 0 \ D z O Z< Er0Ucr - a r❑5 OFFICE COPY
w N W� 0 ❑ a a ❑UnN J � 3<p � a z
vi o��NWain a k' wZ z m F x -imEnm<J i? w3<m F- W U =
mmo z �' ¢ o< W J o Vio�J¢z<Wa Ow I m W W Z ] X co � vo-i
O z wo inw°``'cr CL ¢ CL a F ow�z❑w ur <W-JZcvia�agz z =oZW J O Q } go w
M m F-W� �z� m �o ~ z UO moY,x wW w< U a ^ tr
W ZZFC7 d• ❑ YH 0_• �2 - z
o¢,yzJQ� Lj �U w �-i Zaa z❑ 3a o ``' U �° m d'
z0410<❑w JF U wm o 0FW < �F¢ O D n
U)IL o a- ¢ W3¢m❑w wm❑U �_❑ w❑ ¢z� o,L=° J W W w 0 O
�I ❑=W C9 O J ZWzU :0 Li UwOp¢ Z O OU Q \
Q �'o�gzqk'wa vi W(nLLJ a I- }oF=z UdOL- 0W cnpy�Xw < ve o U W U) V) z0 Lo
.}i 0°m'wow��� w 000� z aIn
om � Mawr zwWJa3w�oF w ms w M � 0- a N o
q� U afro z-w Dom p}. z ¢ v_� WVI0 ❑ < Omw< ww❑ z m0W w0 O O�
w w ao O_ Z zFr w >-z-M U �omWW o o W H O O
Qi Tn wQ�nm�W��z rn�' <�M mnz°❑ mo ONozyz)-j �o�`w 2 • pF .. z�
ma¢�°0L �0 ^� ZW H- z W �o a om�Q w~Z Owo¢w � w LL a a �> o I w
E+ O Ozx pLJ
°� �� 0:). :3 ow 0 w-v� o ~O�dC°J�z~m z o�oo U S U > z f _
z❑ a s m � w m W ¢
11�� zo W<< rr0 <- a Wo w wmm 0v°i mZ Sz ° LLrn9Li 0 a0OJw U) G Fj �w w a � to
11/ W (� F Z. J F- C7 W � Lu- �O..II - S 3 Z Z Z J J -i V� U� (n LJ LIJQ F-� G,
Q W < LLJ❑Z aN Z❑F••O zZ¢OZ J� �N�nFaUZa d�fxn� ❑��K7now °�mrn a-V) lia"m F- F- l� C-� �� a-••\ Q m Q w
<CnN ujp= <L o.0< w ovWmOam gnaw vwia0 ot- z >awn 0aaa O O O O H
�tn 0 ° z mN0 wo- z o z 3 F7 C�ZW �3 a w p a
wmor,-< wcn yz m m<z¢zIn <wmJ <❑o2rFwz <° LU Z Z Z
L� w Z .b o O� ��L.,In w a m<m.�xaw0 0<a mZ\�zmm > a Uvmv'w Z
N w o fr _z acs ¢ w Q•w z z ¢ wo m < W W W W w
O W v za�Ngwoo>Z)M=3 �F ? o dv'7❑wowo °aw° W>-ZRX °a> a w�i zo Q O O O w xi CI E o•E o 0 °v
•� 0 m m F F ¢ ¢a w N m w Q o•- o U) o c
\/ J -MZOVI MOWF{n-m¢Z Z J70J � ¢ F�00 Z O JS} WW �C7J�S � ' VaL+� v +'C+ O O v
'^ cr _j frzO < <Z01--n< ¢ } M U ¢cn O z m U V 0-6
Vl H° WH�U OJ¢ ❑❑� FI �JWpJm�� �z2¢ O OQF J^m r¢ ❑_�� I .� ® 1c1 'N •� v E O O a0 ` t9
Z f.*mt Z�U¢ O W r W Lu
�+3.I U W O O¢- }W N F W J U ¢Z J O O U
F/WVi �- >Z ZN_ W ww L� p W '~m O � �� O of `�-�T O
ww = d' O W W❑ >ZW Li-imW<w WN¢h-0 3Q F"7O�La_' / ,p C O O
U= OV7-❑ wOWN <-.sV) ❑F-OZV1Ump z--O�w O-M x W a Wm\-O 1 C +% :3 O 0
WZ-L�Z ❑BZW a.0 < o O wZ-< Oli O_•Sa OW ZV) U p WzY � / O ��� O C•- O N Vl V U C C>
wz� Wa¢ wOpO�w ~ ZmokwLo OFmf v=ipmJw�azNa NO OOz�U xj �� vl 7 m
�3zF O OmxF \ m❑ 1- ¢O O J¢ wpm OHO>w z0 of m Q �W O O c a� O O, a� O m N r
o zit-�nF-x ¢N p❑ oz '�wr-¢¢�cn ❑I?JJ}r a0��_ N oom �e v.- m
o w ZNW°° aZwmwZwa�—v-you W>-wz�awz m�aaaaJm Zma>�n r<w < i wUNo a •- Ov v c v dv w
r9i o cr 00p ❑0 ao¢ W<M<z z0 ¢ w, /w� 0 >o L Er a� x
ry mwM3z N¢ Z: ��WoowJ-2 i.-z FUmo ¢wiN Z o w ❑ Wd F�1 O v+o O o •• •,
F+•i WZxOOONs2Uww Zzwoun oxNV1owV1 mow�0❑pUz¢mr Vjm a wo - 0) WO•- O d T-«�c w
W �,I R' ❑ Z< Z aZJ Fr R ¢ <W �F- w0 UOU •� ��'- d1L a) 2
InoZ Ux F-wWJW WONzV1w Ln 3, �< NaZOONF JF-o3x� z ; Inx�< ►.y �1 a� y I+ > > U U
¢F V)W �' m Ow JF-mY<� UNF W M O•-
m<3^ U< MDU-zo WWo 0 w ytn V) Ua - J Oa<z O z •�.-www r� �J .,� U) U -
W ��11,,,�Ipr fid• WZPZ o Z- W �m0 !nom 01 V< Q A^ C C C L
�/I�\I U >=�V1Z❑Z p0-a.OZ JZ ZFOW ¢¢z<r Zp 6p m¢¢p.l...z W� OOW 1 \ �y \/i ka 7 7 C'- O 4- V Lf)
!�1 mJN2ZwwwwJLa_ OO Wafn¢ZW VldwdJ¢JU aZ lwi F-W� O-Imp O-'NZ='Q \ W p �••1 O O.E-0, ` �- Ul•3
awcn w00pOdC�9p❑❑-a'�= Z W ¢20¢ ¢aMZMZZV2JWWWWo +L+-c O N N O ++ N 0
cnw❑�NIW+I W=�<MKI( a?1 MOOHWHzaw w�`'c�o N-°0tna w°�0 .{, a> �tv o
OUZ pm>-vnNzmw¢zk'a ❑ wv�-¢-w❑mN0-zmWcn mF x��¢0¢m '�•�/ O�� C� 3 a)=o E a a��'• U-
¢ d m w ❑U Om�w W❑m lnwm W EnJN-aV1-VOUF-YN _z n'a N aT0 O_ U O
ZZg�OOZNVIa❑OZOJF= KQ2'z Mm _j
<WMILOZOVIOw¢UUZ 1'y O p y C v N v C > v
11��11 O O W 7 w to fn Z J a to J V1 m
Q-+ a o mWW fm Z0�awzaWZw�ZM<O- wo�Zo�Z�5;<m< fr 0Zc°igo(rFciw .0 O E�lO E o o v v o °c o
0 O�OcVZF-_1•i-j4Via(Ol�aDx Ota
F1-�-4 W O Vp'' SIV IM d•F<>m-0410 a)_1�700010.-�N.-Wfn J.-d.-.-d���cn UOli0 O�ON¢ _`�. (`• H 1 OL Cr 4) y y d O
1L1 J i0 P� A ;V Y C+�+j U O O O rn
z w w
o m O y W cc ° o0)U) ov
O ry a'' J F r •r � w � � ••��p � aiO'+ yob NEo cn
1-x-1
w r ,• >,c c s+• >,c
M U t m � •,• 07
_ a V Z v a� a� v y vi o m
�: rn
E V w ❑ N Z U- U- w U Lo N U E♦ a9a+� O �Lcn'oyvo :3 0°oa
F--I Z vii vN o i .: .: v o L� �� �V Qwo C �� _ U) a it
W J to W tL w v) !� /
,�-•�1 q m Q(n m a) O'p O O E y N O N o m
1� Z v a < �A tm0 t�0 I, (n U1 sh N J� a) L v- O•-
= i �l O� Z� a,F- m om E
0 0 N � Ln rn o ad V y
w. W Z r- o
c
c d +. o
3 U m 0 OzV N� o dr
T^T�� O w W ¢ vJi > o cn Li ��L I� / J"l .� V a o"_O a v L O co
V1 C� ¢ Q j o z w O z U /� ��� �� O..MM >,�v o-,r-o o >
W ~ U O O J m p O Q �. / \� �� _ V p LL IL Q J
VI Q Y 0 U p �� /`� / �. rl V >+v y Q w
V1 I m � v1 0 3 a <U 7` C! x A. tEOra�l�0 ZZ (nm
o Q ur z o w n s � ¢ p� ��� / s O a`o., oNo C7
C� O o 3 o w w ¢ o j� Pj •� N c9 M o T V N 0 Z
X44
T-4w I- c� �L J v� ¢ 3 �+V / 1 V1P/ a G� c� yg �x \d �0 w >,o
1\10
w w •K �/ Rte* a 1 & NVOo+o� c aZ
w Q 0. S G // 0' •} F,O p41 ELO � UO Q �W
n ,o £ 61 7� O n. ,,.1 qOv �a 0����a �r,Q`r`' w �' ,," E T'WD - Z =U
to o N _ g %o �5 o SG�aP� y9 r✓O � ° > o oloe f-
(n J O , i ``:2 INW / AGO Q�LaG� "� •� .1 V" ' ��y v L O fA v N C C Ld
Ld N
f—i w 0 .� Q\. o .. 00 sIM-y��i 0$ 0o. Ei�y J� :90 S� ! , '$ \�-
�� w- a 0 o O
CO > c i v o.,/ `� 5(��,�'•P F,� 'l1' O� •(Q r a�.° L,- O Q J
O s c o Lo
y� F �pF' y�0 O$ O .� v F v o of no i- Q v LL
W m Z J y d�F- �`'fiF' 60 c►• • Y- cn °w' aoi Z Y LL
xi 5 � ` .t / N7 00. !' P� O$ R�G�'Rti `L�, ! 6� �� Y U o L o U 0 z O
O - m •�- s� �� "`y. rya , ' ��1 l� a >- O°° Q 3 U w
O CL 10 ? N �- \ g � , ti �'�qc, c�A 3 LLJm-voi ° °'°L` m r -
f�4 ''LL, G r,�1, y .� 9�, ,�' Pio Q�,� �k� i / w v1 W Q a
g•� ; ,�,! QP��CR 3g ' v c!l
I �(�� ••- PIG y0� •os, �o` o � �P�' 1 �_— iS O :�'vn mei m
r6 0-
'Oca`6" vOJEip y$ •. s �� 00 •c•Y�:o -�_ 3 � :#
q , XV > •s ` ,ti' 174. Nth
g a
W C� �� �
� I
3 jig
O N o �
W T INCE (T`p) Lri N � � s
T- GOLF' C013 s
r A � IIIa , 1 aJl 1 oqt l�a06 � a6O
J I 1 11t3i IJI d Y{I 1 1aalal IWiS■
Q d y sti .pfd 1=1, e`aW�f 1J Wq W i psoo: ds
���i�iVVVIII d �LL dG�CGLLLLO.GG 9 Lid d tJLL ��I4tlwv_�iY�O�
ow
� w
s
LJ P4
GENERAL NOTES
1. FOR POOL PLAN,SIZE,DECK EXTENTS,SPECIAL DETAILS,SEE CONTRACTORS POOL PLAN LADDER
2. ALL POOL CONSTRUCTION SHALL COMPLY WITH FLORIDA BUILDING CODE BUILDING 2014 AND FLORIDA
BUILDING CODE RESIDENTIAL 2014 TOGETHER WITH LATEST REVISIONS AND ANSI/NSPI NATIONAL
STANDARD-5 FOR RESIDENTIAL INGROUND SWIMMING POOLS AND Als SVNSPI NATIONAL STANDARD-3 FOR
PERMANENTLY INSTALLED RESIDENTIAL SPAS AND THE NATIONAL ELECTRIC CODE-LATEST. MINIMUM REINFORCEMENT#3 SEE STRUCTURAL NOTE 5 CROSS
TYPICAL POOL 3'TO 8'DEEP BRACE
3. ALL POOL PIPING TO BE SCHEDULE 40 OR 80 PVC BEARING NSF APPR VAL UNLESS OTHERWISE NOTED. BARS SPACED 10"O.C.E.W.
4. THE DESIGN ENGINEER ASSUMES NO RESPONSIBILITY FOR POOL CONSTRUCTION IN EASEMENTS OR TYPICAL � RECOMMENDED
REQUIRED SETBACK AREAS. POOL CONTRACTOR AND/OR OWNERS ALL VERIFY LAYOUT AND ALL s
N
DIMENSIONS SHOWN PRIOR TO CONSTRUCTION.
5. CONTRACTOR SHALL DETERMINE LOCATION OF ALL UTILITIES IN RELATION TO POOL AND ITS EQUIPMENT AND SHOTCRETE STEPS OR
ENSURE MINIMUM CLEARANCE IN ACCORDANCE WITH LOCAL REGULATIONS AND ORDINANCES. BENCHES AS NEEDED v
6. CONTRACTOR SHALL PROVIDE ADEQUATE TEMPORARY FENCING AROUND CONSTRUCTION AREA TO '
PREVENT UNAUTHORIZED ENTRY INTO POOL AREA ESCUTCHEON PLATE 3"-T
WATER
7. IF A MANUAL FILL WATER SUPPLY IS PROVIDED,A MINIMUM 3"ATMOS HERIC BREAK WILL BE PROVIDED. IF - _ I ' LEVEL
AN AUTOFILL ASSEMBLY IS INSTALLED,A BACKFLOW PREVENTER WI BE REQUIRED ON THE POTABLE RADIUS ANCHOR SOCKET
WATER LINE USED TO SUPPLY THE POOL. \ 6"
8. ALL STRUCTURAL,FILTRATION,AND ELECTRICAL DETAILS OUTLINED N THESE DRAWINGS ALSO RELATE TO EXTRA TRANSVERSE \ UNDISTURBED
SPA CONSTRUCTION. REINFORCEMENT-#3 10'LENGTH SOIL(NO VOIDS) LADDER TREADS
9. ALL POOL AND SPA HEATERS SHALL BE EQUIPPED WITH A READILY ACCESSIBLE ON-OFF SWITCH MOUNTED SPACED ON 10"CENTERS "' SHALL BE
OUTSIDE THE HEATER TO ALLOW THE HEATER TO BE SHUT OFF WITH UT ADJUSTING THE THERMOSTAT BETWEEN MAIN BARS, 14"-18" SLIP-RESISTANT
SETTING AND TO ALLOW RESTARTING WITHOUT RE-LIGHTING THE PILOT LIGHT. EFFICIENCY RATINGS MUST CENTERED ON TRANSITION(MAY RUBBER BUMPER POOL WALL
COMPLY WITH THE FLORIDA ENERGY CONSERVATION CODE. BE ELIMINATED IF NO
10. TO EMPTY THE POOL FOR ANY REASON,THE HYDROSTATIC UPLIFT PRESSURE MUST BE ELIMINATED.THE TRANSITION EXISTS) 143 DIAGONAL,E.W.AT DRAIN
OWNER MUST CONSULT A CONTRACTOR EXPERIENCED IN ELIMINATII G UPLIFT PRESSURE. CONTRACTOR SIMILAR TO LIGHT NICHE DETAIL
SHOULD CONSIDER INSTALLATION OF GRAVEL BED WITH UNDERDRAI N PUMPING SYSTEM IN AREAS WHERE 6"MIN.
GROUNDWATER COULD RESULT IN UPLIFT PRESSURES THAT COULD=LOAT POOL OUT OF THE GROUND.. LONGITUDINAL POOL SECTION TYPICAL SWIMOUT DETAIL LADDER DETAIL
11. THE RESIDENTIAL SWIMMING POOL BARRIER AND/OR ITS COMPLIANT SAFETY COMPONENTS SHALL BE IN NTS N.T.S. N.T.S.
PLACE PRIOR TO FILLING OF THE POOL. FRC R4101.17
12. CODE VIOLATIONS FOUND DURING INSPECTION ARE REQUIRED TOB CORRECTED. PLAN/PERMIT ISSUANCE
DOES NOT GRANT APPROVAL OF A CODE VIOLATION. 2014 FRC 109.1
13. A HYDROSTATIC RELIEF VALVE SHALL BE INSTALLED IN POOLS LOCATED IN AREAS WHERE THE GROUND
WATER TABLE OR POTENTIAL PERCHED WATER INTERSECTS THE PODL DURING ANY PERIOD OF ANY GIVEN
YEAR.
FLOOR REINF.AS PER
ADJUSTABLE FLOOR INLET. STANDARD PLAN
STRUCTURAL NOTESAFTER FULL CLOSE,BACK OPEN _
FINISHED POOL 1/2 TURN.(FLOOR INLETS SHALL
FLOOR BE FLUSH WITH POOL FLOOR.) THE FOLLOWING TABLE PROVIDES MAXIMUM FLOW r _-
1. ALL REINFORCING STEEL TO CONFORM TO ASTM 615 GRADE 40. REI FORCING SHALL BE#3 BARS AT 10"ON THROUGH SCH 40 PVC PIPE WITHOUT EXCEEDING THE
CENTER EACH WAY WITH 15"LAP JOINT IN WALLS AND FLOORS UP To 6 FEET DEPTH. BETWEEN 6'AND 101, MAXIMUM STANDARDS FOR VELOCITY(FT/SEC) ---TO PUMP
USE#3 BARS AT 5"ON CENTER VERTICALLY IN THE AREA OVER 6'IN EPTH. (ALTERNATE: #4 BARS AT 16" I
ON CENTER EACH WAY WITH 20"LAP JOINT IN WALLS AND FLOORS U TO 6 FEET IN DEPTH;BETWEEN 6' PIPE SIZE 6 FT/S 8 FT/S 10 FT/S i AND 10',USE#4 BARS AT 8"ON CENTER VERTICALLY IN THE AREA O 6'IN DEPTH). NOTE APPLIES TO i
NORMAL,NON-EXPANSIVE SOILS ONLY. NORMAL SOILS ARE ASSUMETO POSSESS EQUIVALENT FLUID I -i( I. 16 GPM 21 GPM 26 GPM 2-#3 BARS BENT
PRESSURE OF 35 PCF AND UNIT WEIGHT OF 120 PCF. IF CONCRETE I CAST AGAINST BARE EARTH -I SUPPLY HEADER AS SHOWN EACH
r
WITHOUT SEPARATION BARRIER,MINIMUM COVER SHALL BE 3';WITH A BARRIER(STEELTEX)BETWEEN 1}2" 37 GPM 50 GPM 62 GPM WAY AND LAPPED
1 1/2"DIA (I I I-
HYDROSTATIC RELIEF 18"WITH FLOOR
CONCRETE AND EARTH,MINIMUM COVER SHALL BE 2 2" 62 GPM 82 GPM 103 GPM REINFORCEMENT.
2. POOL WALLS SHALL BE MIN.6"THICK AND FLOORS SHALL BE MIN.6" ICK AND SHALL BE PNEUMATICALLY NOTE: PIPE BOTTOM 12" I MIN.3"
APPLIED CONCRETE WITH A COMPRESSIVE STRENGTH OF 4,000 PSI I 28 DAYS. CONCRETE DECK SHALL BE CONCRETE ENCASEMENT OCCURS 2y2" 88 GPM 117 GPM 146 GPM PERFORATED.(SEE -)I( Go (� CLEARANCE
2,500 PSI. CONCRETE CONSTRUCTION WILL CONFORM TO ACI STANDARD 318. MINIMUM WALL THICKNESS ONLY AT THE RETURN FITTING. 3" 138 GPM 181 GPM 227 GPM GENERAL NOTE 13) FROM EARTH
MUST BE INCREASED FOR DEPTHS GREATER THAN 8'0". NOTE APPLIES TO"NORMAL"SOILS ONLY.
3. POOL OR PATIO SHALL BEAR ONLY ON ROCK OR CLEAN SAND,WHIC SHALL BE COMPACTED TO PROVIDE A 4" 234 GPM 313 GPM 392 GPM 3/4"-t-112"
STRUCTURALLY SAFE BEARING CAPACITY. ANY UNSUITABLE MATER ENCOUNTERED IN EXCAVATION POOL FLOOR INLET DETAIL _ DRAIN ROCK
SHALL BE REMOVED IN ITS ENTIRETY AND THE AREA SHALL BE BAC ILLED WITH ACCEPTABLE MATERIAL N.T.S. 6 534 GPM 712 =-
REDESIGNED.
pLtANCE
AND PROPERLY COMPACTED. WHERE UNSUITABLE MATERIAL CAN T BE REMOVED,THE POOL MUST BE PUMP D •
SPECIFICATION S E� 1 { � MACH4. SOILS SHALL HAVE MINIMUM BEARING VALUE OF 1000 PSF,1500 PSF OR FREESTANDING WALL ���}
5. THE CONTRACTOR MUST PROTECT EXISTING STRUCTURES FROM FAILURE BY ACCEPTABLE METHODS. THE NAL 24"SQ
DESIGN ENGINEER ACCEPTS NO RESPONSIBILITY FOR THE SAFETY CIF EXISTING STRUCTURES. REQUIREMENTS AND CONDITIONS OR 0
CONTRACTOR SHOULD CONSULT WITH A STRUCTURAL ENGINEER IF EXISITING STRUCTURES HAVE THE a. (� r MAIN DRAIN DETAIL
POTENTIAL TO INFLUENCE FORCES ON THE POOL WALL,OR VICE VE SA-
6.
A % '"1 1�1 N.T.S.
6. SHOTCRETE(WET OR DRY)SHALL BE PROPORTIONED AND PLACED C=ORDING TO USC SECTION 1922 AND "7CAL
' °'tO RE1/IEWED BY• DATE'• OFFfCE COPY
ACI 506. CEMENT TO AGGREGATE,IN DRY WEIGHT,SHALL NOT BE THAN FIVE TO ONE. �7. SHOTCRETE SHALL NOT BE APPLIED IF AMBIENT AIR TEMPERATURE S LESS THAN 4OF AND FALLING,OR IF WATER LEVEL(CENTERTEMPERATURE IS GREATER THAN 100F. NEVER APPLY SHOTCRETE I HEAVY RAIN. LINE OF SKIMMER)
8. SUBSTRATE SHOULD BE FOG-SPRAYED WITH WATER PRIOR TO SHO CRETE APPLICATION TO ALLOWHYDRATION AND LIMIT RAPID DRYING OF CONCRETE,AND TO COOL INFORCEMENT STEEL. z FLAN EIPTIM ONEE YEAR 1rROY THB
9. IF FLOOR IS TO BE POURED AND WALLS CONSTRUCTED WITH SHOT ,THE FLOOR SHALL BE POUREDEQUALIZER FITTING SATE OF A DATE OF THE EFUILDI98SPRING LOADED VERTIN W/VGB-COMPLIANT �iE �'O�s>aouanvc RESIDENTIAL
PRIOR TO CONSTRUCTION OF THE WALLS. FOR SHOTCRETE FLOOR ,APPLICATION SHOULD COMMENCE IN CHECK EQUALIZER VAGRATE(IF INSTALLED) CODS CHANGE VMCHEYER L5 SOONER
CORNERS AND WORK TOWARDS THE CENTER OF THE POOL FOLLOW NG WALL CONSTRUCTION. TO PUMP SUCTIONILI GENERAL NOTES AND
10. IF EXPANSIVE SOILS(CLAYS)ARE ENCOUNTERED,THE SIDES AND B TTOM OF THE POOL EXCAVATION
MUST BE IN MOIST CONDITION IMMEDIATELY PRIOR TO PLACEMENT C F SHOTCRETE. c VACUUM FITTING-SEE DETAILS
11. REINFORCEMENT STEEL SHALL MEET ASTM A615-40. LAP SPLICES S L BE AT LEAST 40 BAR DIAMETERS. NOTE 3 BELOW
ALL BENDS MUST BE SHARP. USC SECTIONS 1907,1912,AND 1924 S ALL BE USED AS A GUIDELINE.
12. LAP SPLICES SHALL BE STACKED INLINE WITH SHOTCRETE SPRAY DI CTION,NOT SIDE-BY-SIDE NOTES:
PERPENDICULAR TO SPRAY. 1. SKIMMER SHALL BE VENTED TO ATMOSPHERE THROUGH OPENINGS 1N THE LID,THROUGH AN a
ENGINEERED VENT PIPE,OR INCORPORATE AN EQUALIZER LINE. J POOLS BY JOHN GARNER, INC.
13. REBAR PLACEMENT SHOULD BE SUCH THAT THE DISTANCE FROM E INSIDE SHOTCRETE FACE TO REBAR 2. EQUALIZER LINES,WHEN USED,SHALL BE LOCATED ON THE WALL WITH THE CENTER NO MORE THAN 18"
SHOULD BE A MINIMUM OF THE TOTAL SHOTCRETE THICKNESS MIND 3". BELOW THE MAX.OPERATING LEVEL. IT SHALL BE PROTECTED BY A VGB COMPLIANT COVERIGRATE.IF / 10221 BEACH BLVD.
14. IN AREAS WHERE THE STEEL REINFORCEMENT IS FORCED TOGETHER DUE TO CURVATURE OF THE WALL,1 THE EQUALIZER LINE AND FITTING ARE NOT INSTALLED,THE SKIMMER PORT MUST BE PLUGGED. - '` JACKSONVILLE, FL 32246
-#4 BAR MAY BE SUBSTITUTED FOR 2-#3 BARS IN ORDER TO MAINTA IN A MINIMUM 2.5 INCH SPACING. 3. WHEN USED,VACUUM CLEANER FITTINGS SHALL BE LOCATED IN AN ACCESSIBLE POSITION AT LEAST 6" ../
15. UP TO 2"DIAMETER PIPING MAY BE PLACED IN THE LOWER OUTSIDE CORNER OF THE BOND BEAM AND NO GREATER THAN 12"BELOW THE MINIMUM OPERATIONAL WATER LEVEL AND BE FITTED WITH A /) I .} (904) 743-2060
PROVIDED A MINIMUM OF 1.5 INCH CLEARANCE IS MAINTAINED BETW EEN THE PIPES AND ANY PARALLEL SELF CLOSING,SELF LATCHING FITTING IN ACCORDANCE WITH IAPMO SPS 4. j/
(904) 745-6150 - FAX
REINFORCEMENT.
16. AN ENGINEER SHOULD BE CONSULTED IF UNUSUAL CONDITIONS Afu ENCOUNTERED. SKIMMER AND VACUUM FITTING DETAIL
DWG.BY: MAC
17. IF A RAISED BOND BEAM EXCEEDS 2'0"AND SERVES AS A RETAINING WALL FOR SOIL,THE RAISED PORTION
SHOULD HAVE WALL DRAINAGE INSTALLED TO PREVENT BUILD-UP PROFESSIONAL ENGINEER
HYDROSTATIC PRESSURES. NOT roSCALE SHEET 1 OF 4 APPROVED BY: JEL
-
0
z
1�Air
j
DECK SLAB
3"MIN.(TYP.) EXPANSION JOINT 8"-11" a i
VINYL
112"WHITE VINYL JOINT 8"-11" DECK SLAB 6~ Z
STRIP(N/A FOR PAVER WATER LINE TILE,
DECKS) GLAZED,MIN.4" —I
—1( TILE _
co
CONCRETE DECK(OPTIONAL) = I t°
WITH SUP RESISTANT TOPPING I c SEE STRUCTURAL NOTE 15 ALTERNATE LOCATION OF I !
ON COMPACTED GROUND WITH o
(Typ
ALL ORGANIC MATERIAL BOND BEAM RFO
EIN.3-#3 ( BOND BEAM BAR(N OF I o
REMOVED.4"THK.WITH FIBER o BARS(TYP.FOR ALL BOND BEAMS}
MESH,6"WITH#3 REBAR TYPICAL WALL RETURN,OR
r VACUUM FITTING,WITH
3 EA#3 REBAR CONTINUOUS 18" 1 WATER STOP FLANGE z z
LAP SPLICES AS NECESSARY 3" O�
3" LIGH FIXTUIRE E MIN. I Z Q CANTILEVER DECK DETAIL COPING DETAIL
MIN. R=6 WHEN H=T-T I (oa N.T.S. N.T.S.
RADI S INCREASES 6"FOR EACH 1'OF DEPTH<5-0" 2-#3 EACH WAY
f RADI JS INCREASES V FOR EACH 1'OF DEPTH>5'-0" I
STD.REINF.: Ll QUARTZ AGGREGATE PLASTER FINISH •
#3 REBAR @ 10"O.C.B.W.MIN. C SHOTCRETE WALL I I 6"
COVER 3-(EARTH SIDE),2" 6"MIN SHELL EXPANSION JOINT DECK SLAB
(POOL SIDE). REFER TO THICKNESS
STRUCTURAL NOTE#1 FOR
ALTERNATE SCHEDULE. �_ . — _ LIGHT NICHE DETAIL
N.T.S. 2-#3 BEND DOWN
t BOND BEAM BARS ill
TYPICAL POOL WALL SE TION
SCALE:N.T.S. #3 BAR BEND
AS SHOWN
3434:p
I o
I
SPA WALL SKIMMER DETAIL MINIMAL BOND BEAM
SCHEDULE N.T.S.
N.T.S.
CONCRETE NOTE: MAYBE USED WITH
DEPTH OF THICKNESS SAND,GRAVEL,OR ROCK
WATER FT INCHES SOIL CONDITIONS ONLY.
3.0 6 Z 10"MIN.
g 6"MAX. WATER ALTERNATE
3.5 6 N TROUGH 12" PLUMBING
SE SPA WALL SCH. LOCATION
4.0 8 6" SEE STRUCTURAL (��I AT GRADE —�AT GRADE
2-#3 BARSHT NOTE 15 1 I-
4.5 10 �
(OR 1-#4 BAR) I I I T z
5.0 10 � I, WATER
`O I N TROUGH co I fit—OR ELEVATED I
HORIZ.REIN.#3 BARS 8" OFFICE COPY VERTICAL I
O.C.FOR FREE STANDING • �
REINFORCEMENT#3- WALLS = 0- (I
10 INCH CENTERS. TYPICAL REINF.
VERT.REINF.SEE SPA OR g }
NOTE:GREATER WALL I I 10"O.C.E.W. I I Ji
THICKNESS(T)OR WALL SCH. 1
DOUBLE CURTAIN g I
REINFORCEMENT MAY • PIAN EIPIRES ONE YEAR FROM THE
BE USED IF REQUIRED ——L fO SIGNATURE DATE OR THE EFFECTIVE
FOR AESTHETICS OR
SHEER DESCENT DETAIL c��,MAJOR SWIM
PLUMBING N.T.S. RESIDENTIAL
FLOOR REINF.CONT.
FROM SPA TO POOL STRUCTURAL DETAILS
MIN.15"LAP EITHER i
SPA DETAIL DIRECTION
N.T.S.
POOLS BY JOHN GARNER, INC.
10221 BEACH BLVD.
JACKSONVILLE, FL 32246
10 15; (904) 743-2060 '
(904) 745-6150 - FAX
DWG.BY: MAC
PROFESSIONAL ENGINEER NOT TO SCALE SHEET 2 OF 4 APPROVED BY: JEL
0
z
r
3'0"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET)
3'0"MIN.(EDGE OF OUTLET)
F-N= SINGLE UNBLOCKABLE CHANNEL OUTLET TO SINGLE PUMP
OUTLETS IN PARALLEL TO ONE PUMP OUTLETS IN PARALLEL TO DUAL
PUMPS IN PA LLEL PARALLEL OUTLETS TO TWO PUMPS
NOTES:
1. DUAL OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET.
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL BELOCATED MIDWAY BETWEEN THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE SINGLE UNBLOCKABLE CHANNEL OUTLET TO TWO PUMPS
3. THE FLOW RATING OF EACH COVER/GRATE SHALL BE AT LEAST EQUAL TO THE SYSTEM'S MAXIMUM FLOW RATE.
4. OUTLETS MAY BE LOCATED ON SEPARATE PLANES IN LIEU OF THE 3'0 SEPARATION REQUIREMENT,I.E.ONE(1)ON THE BOTTOM AND ONE(1)ON THE
VERTICAL WALL,OR ONE(1)EACH ON TWO(2)SEPARATE VERTICAL WALLS.
ANY SHAPE
DUAL SUCTION OUTLET ARRANGEMENTS
3'0"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) 3'0"MIN.(EDGE OF OUTLET) LARGE UNBLOCKABLE OUTLET OF ANY SHAPE TO SINGLE PUMP
NOTES:
1. SINGLE CHANNEL OUTLET: 3"OR GREATER IN WIDTH AND 31"OR GREATER IN LENGTH(APPLIES TO PERFORATED AREA).
2. SINGLE UNBLOCKABLE OUTLET: SHALL BE OF ANY SIZE AND SHAPE SUCH THAT A REPRESENTATION OF THE TORSO OF THE
99TH PERCENTILE ADULT MALE CANNOT SUFFICIENTLY BLOCK IT TO THE EXTENT THAT IT CREATES A BODY SUCTION
ENTRAPMENT HAZARD. THE TORSO IS REPRESENTED AS A RECTANGLE 18"X 23"WITH CORNERS OF RADIUS 4".
SINGLE UNBLOCKABLE SUCTION OUTLET ARRANGEMENTS
2"90"BEND(TYP. VELOCITY=6 FT/S
Z"TEE OF 2) SCH 40 SCH 80
OUTLETS IN PARALLEL OUTLETS IN PARALLEL 1r AIR GAP(MIN.) SUCTION PIPE MAX FLOW MAX FLOW
OUTLETS IN PARALLEL DIAMETER (GPM) (GPM)
SYMMETRIC PIPING ECCENTRICALLY TAPPED PIPING LOOPED PIPING 2" 63 55
NOTES:
21/2" 90 79
� z 3" 138 124
1. THE OUTERMOST OUTLETS SHALL BE SEPARATED BY MINIMUM 3 FEET FROM OUTSIDE EDGE TO OUTSIDE EDGE OF OUTLET. MAXIMUM UNDERWATER 4" 238 215
2. TEE ON THE SUCTION MANIFOLD SERVING THE OUTLETS SHALL 81:LOCATED MIDWAY BETWEEN TWO OF THE OUTLETS WITH FLOW OUT OF THE BRANCH OF THE TEE. LENGTH OF VENT PIPING:30 '
3. THE SUM OF THE FLOW RATINGS OF THE COVERS/GRATES SHALL BE AT LEAST TWICE THE SYSTEM'S MAXIMUM FLOW RATE. FEET FROM TEE ON 6" 540 488
SUCTION PIPING TO AIR GAP
SCREEN VENT TO PROHIBIT
INSECT ENTRY OR CLOGGING.
THREE-OR-MORE SUCTION OUTLET ARRANGEMENTS SUCTION OUTLET LABEL VENT AS FOLLOWS:"POOL
SAFETY DEVICE-DO NOT HANDLE"
NOTES: TO SUCTION PIPING 2"VENT PIPING
DEBRIS OUTLET MOUNTED
1. ALL COVERS/GRATES SHALL COMPLY WITH ANSI/ASME A112.19.8-LATEST,"SUCTION FITTINGS FOR USE IN IN POOL FLOOR VENT LINE DETAIL OFFICE
SWIMMING POOLS,WADING POOLS,SPAS AND HOT TUBS." RECOMMENDED: GRATES SHOULD BE INSTALLED COPY
WITH SUFFICIENT OPEN AREA TO ENSURE A MAXIMUM VELOCITY OF 1.5 FT/S THROUGH THE GRATE(S). V
2. SUCTION OUTLETS SHALL BE INSTALLED IN ACCORDANCE WITH ANSVAPSP-7,LATEST.THE FOLLOWING
METHODS TO AVOID ENTRAPMENT ARE IN ACCORDANCE WITH ANSI/APSP-7: A)SURFACE SKIMMING OR
OVERFLOW SYSTEMS THAT PROVIDE 100%OF THE REQUIRED SYSTEM FLOW;B)DUAL SUCTION OUTLET
SYSTEMS;C)THREE-OR-MORE SUCTION OUTLET SYSTEMS;D)SINGLE UNBLOCKABL=SUCTION OUTLET PLAN EXPMM ONE YEAR FROM THE
SYSTEMS;E)SINGLE OUTLET SWIM JET SYSTEMS(TESTED AND LISTED AS CONFORA LING TO ASME/ANSI SEE NOTE 1 BELOW SIGNATURE DATE OR THE EFFECTIVE
Al 12.19.8);F)SINGLE OUTLET-ALTERNATIVE SYSTEMS(IN ACCORDANCE WITH ANSI ASME Al 12.19.8-LATEST DATE OF
R FLO�vE�RA LING RESIDENTIAL
AND ASTM F2387-04);G)GRAVITY FLOW TO A VENTED COLLECTOR TANK;H)OUTLET SUMPS IN SERIES;1)OR CODE CHANGE 11
OTHER MEANS THAT MEET THE INTENTS AND REQUIREMENTS OF ANSI/APSP-7 AND IS APPROVED BY THE SUCTION OUTLET
AUTHORITY HAVING JURISDICTION.
3. BRANCH SUCTION PIPING(DEFINED AS THE PIPING SERVING THE SUCTION OUTLETSIR SHALL BE SIZED TO CIRCULATION LINE TO LEAF NOTES
AND DETAILS
ALLOW MAXIMUM VELOCITY OF SIX(6)FEET PER SECOND WHEN ONE OF A PAIS BLOCKED. ALL OTHER CANISTER/RECIRCULATION
SUCTION PIPING SHALL BE SIZED TO ALLOW MAXIMUM VELOCITY OF EIGHT(8)FEET FIER SECOND. PUMP (t
4. POOLS OR SPAS SHALL NOT BE OPERATED IF SUCTION OUTLET GRATE IS MISSING,BROKEN,OR LOOSE. NOTE: MINIMUM PIPE LENGTH 18"
5. SUCTION INLETS SHALL BE PLUMBED SUCH THAT WATER IS DRAWN THROUGH THEM SIMULTANEOUSLY �!
THROUGH A COMMON LINE TO THE PUMP. 1. ONE OF THE FOLLOWING OPTIONS IS REQUIRED BETWEEN THE DEBRIS SUCTION OUTLET AND THE PUMP: A) POOLS BY JOHN GARNER, INC.
6. SUCTION OUTLET PORT MUST BE SAME DIAMETER OR LARGER THAN SUCTION PIPE ENITING OUTLET. ONE(1)ADDITIONAL SUCTION OUTLET WITH A LISTED COVER/GRATE LOCATED A MINIMUM OF 18"FROM THE
7. FIELD BUILT SUMPS SHALL BE CONSTRUCTED SUCH THAT THE OPENING OF THE SUCTION PIPE WILL BE NO TEE IN THE SUCTION LINE TO THE PUMP(S);B)AN ENGINEERED VENT SYSTEM;C)A LISTED MANUFACTURED 10221 BEACH BLVD.
CLOSER THAN 1.5 TIMES ITS INSIDE DIAMETER FROM THE BOTTOM OF THE COVER/GLATE OR SUCH THAT THE SAFETY VACUUM RELEASE SYSTEM. JACKSONVILLE, FL 32246
SUMP IS OF THE DESIGN SPECIFIED BY THE COVER/GRATE MANUFACTURER TO CON ROL FLOW THROUGH / -
THE OPEN AREA OF THE COVER/GRATE. j ,/'" (904) 743-2060
OUTLET SUMPS IN SERIES is",
F (904) 745-6150 - FAX
DWG.BY: MAC
PROFESSIONAL ENGINEER NOT TO SCALE SHEET 3 OF 4
_ APPROVED BY: JEL
0
z
ENERGY EFFICIENCY NOTES: ELECTRICAL NOTES:
TRANSFORMER REQUIRED FOR 1. TIME SWITCHES SHALL BE INSTALLED TO CONTROL SWIMMING POOL HEATERS AND 1. GROUND AND BOND ALL POOLS AND RELATED EQUIPMENT IN ACCORDANCE WITH
LOW-VOLTAGE INSTALLATIONS ONLY PUMPS THAT CAN AUTOMATICALLY TURN THE HEATERS AND PUMPS OFF AND ON NEC ARTICLES 250 AND 680. ELECTRICAL CONTRACTOR SHALL COORDINATE WITH
ACCORDING TO A PRESET SCHEDULE. EXCEPTIONS: GENERAL CONTRACTOR TO ENSURE THAT ALL METALLIC PARTS OF THE POOL
1.a. WHERE PUBLIC HEALTH STANDARDS REQUIRE 24-HOUR PUMP OPERATION STRUCTURE,INCLUDING THE POOL SHELL AND DECK REINFORCING BARS AND ALL
1.b. WHERE PUMPS ARE REQUIRED TO OPERATE SOLAR-AND WASTE-HEAT RECOVERY OTHER METAL PARTS ARE BONDED PER NEC ARTICLE 250 AND 680. BOND
" '——.—.—.——•————————_ POOL SYSTEMS TOGETHER REINFORCING BARS USING STEEL TIE WIRES. BOND ALL METAL PARTS
I.C. WHERE PUMPS ARE POWERED EXCLUSIVELY FROM ONSITE RENEWABLE TO POOL REINFORCING BARS USING #8 AWG COPPER WIRES. THESE METAL PARTS
` GENERATION INCLUDE,BUT ARE NOT LIMITED TO LADDERS,RAILINGS,PIPING,CONDUIT,METAL
HEATED SWIMMING POOLS AND INGROUND PERMANENTLY INSTALLED SPAS SHALL BE DOOR FRAMES AND METAL PARTS WITHIN 5'OF INSIDE WALL OF POOL.
EQUIPPED WITH A VAPOR-RETARDANT COVER ON OR AT THE WATER SURFACE OR A CONNECTION SHALL BE EXOTHERMIC WELD,LISTED PRESSURE CONNECTORS OR
i LIQUID COVER OR OTHER MEANS PROVEN TO REDUCE HEAT LOSS. EXCEPTION: CLAMPS AS APPLICABLE. GROUND STEEL COLUMNS(I.E.FOR TOWERS OR SLIDES)
i OUTDOOR POOLS DERIVING OVER 70%OF THE ENERGY FOR HEATING FROM A PER NEC ARTICLE 250 AND 680 AND NFPA 780. IF REINFORCING BARS ARE
300 WATT i REFER TO SITE-RECOVERED ENERGY OR SOLAR ENERGY SOURCE COMPUTED OVER AN ENCAPSULATED WITH A NON CONDUCTIVE COMPOUND,CONTACT ENGINEER
UNDERWATER j NOTE 4 OPERATING SEASON. BEFORE PROCEEDING.
3'MIN.FROM INSIDE WALL LIGHT 3. POOL FILTRATION PUMP MOTORS SHALL MEET THE FOLLOWING REQUIREMENTS:
3.a. POOL PUMP MOTORS SHALL NOT BE SPLIT-PHASE,SHADED POLE OR CAPACITOR 2. THIS ELECTRICAL INSTALLATION SHALL MEET ALL REQUIREMENTS OF NEC ARTICLES
R START INDUCTION RUN TYPES 250 AND 680. IN ACCORDANCE WITH THIS,UNDERGROUND WIRING SHALL NOT BE
3.b. POOL PUMPS AND POOL PUMP MOTORS WITH ATOTAL HORSEPOWER(HP)OF PERMITTED UNDER THE POOL OR WITHIN 5'HORIZONTALLY FROM THE INSIDE WALL
GREATER THAN OR EQUAL TO 1 HP SHALL HAVE THE CAPABILITY OF OPERATING AT OF THE POOL UNLESS THIS WIRING IS NECESSARY TO SUPPLY POOL EQUIPMENT
T TWO OR MORE SPEEDS. THE LOW SPEED SHALL HAVE A ROTATION RATE OF NO PERMITTED BY NEC ARTICLE 680. ALL RECEPTACLES SHALL BE LOCATED AT LEAST
MORE THAN j OF THE MOTOR'S MAXIMUM ROTATION RATE. 10'FROM THE INSIDE WALL OF POOLS. ALL RECEPTACLES WITHIN 20'OF THE POOL
3.c. POOL PUMPS MOTOR CONTROLS SHALL HAVE THE CAPABILITY OF OPERATING THE SHALL HAVE GFCI PROTECTION_ ADDITIONALLY,ALL UNDERWATER LIGHTING SHALL
j POOL PUMP AT A MINIMUM OF TWO SPEEDS. THE DEFAULT CIRCULATION SPEED BE GFCI PROTECTED. MOUNTING HEIGHT FOR ANY LIGHT FIXTURES SUSPENDED
SHALT,BE THE RESIDENTIAL FILTRATION SPEED WITH A HIGHER SPEED OVERRIDE OVER POOLS SHALL BE NOT LESS THAN 12'ABOVE MAXIMUM WATER LEVEL.
BONDING CONDUCTOR. I CAPABILITY FOR A TEMPORARY PERIOD NOT TO EXCEED ONE NORMAL CYCLE OR
j REFER TO NOTE#7 I 24 HOURS,WHICHEVER IS LESS. EXCEPTION: SOLAR POOL HEATING SYSTEMS 3. IF APPLICABLE,PROVIDE#12 AWG CONDUCTORS AND GROUND FOR 12V
SHALL BE PERMITTED TO RUN AT HIGHER SPEEDS DURING PERIODS OF USABLE UNDERWATER LIGHTING CIRCUITS LESS THAN 8'IN LENGTH. FOR 12V CIRCUITS 8'
I SOLAR HEAT GAIN. TO 15'IN LENGTH,PROVIDE#8 AWG CONDUCTORS AND GROUND. FOR 12V CIRCUITS
i 4. HYDRAULIC SYSTEMS FOR NEW POOLS MUST BE DESIGNED IN ACCORDANCE WITH GREATER THAN 15',BUT LESS THAN 25'IN LENGTH,PROVIDE#6 AWG CONDUCTORS
j APSP-15,"AMERICAN NATIONAL STANDARD FOR RESIDENTIAL SWIMMING POOL AND AND#6 GROUND. NO 12V CIRCUIT SHALL BE MORE THAN 25'IN LENGTH.
SPA ENERGY EFFICIENCY."
/ 4. OPTIONAL: ELECTRICAL CONTRACTOR SHALL INSTALL NO FEWER THAN ONE
�•�•_— — ———— •—•—•—•—• T ----------------------------------------- TO GROUND FAULT CIRCUIT 125-VOLT 15-OR 20-AMPERE RECEPTACLE ON A GENERAL PURPOSE BRANCH
INTERRUPTER THEN TO POWER CIRCUIT. RECEPTACLE SHALL BE LOCATED NOT LESS THAN 10 FT.FROM AND NOT
BONDING GRID. SOURCE WITH TRANSFORMER 4'MIN. MORE THAN 20 FT.FROM THE INSIDE WALL OF THE POOL THE RECEPTACLE SHALL
REFER TO NOTE#6 BE LOCATED NOT MORE THAN 6 FT.6 IN.ABOVE THE FLOOR,PLATFORM,OR GRADE
JUNCTION BOX LEVEL SERVING THE POOL.
TYPICAL SWIMMING POOL BONDING RID PLAN RIGID,IMC OR NON METALLIC 5. RECIRCULATION PUMP SHALL BE ELECTRICALLY INTERLOCKED WITH CHEMICAL
#8 AWG COPPER WIRE CONDUIT EQUIPMENT,IF APPLICABLE.
TIMECLOC BRASS OR NON METALLIC 6. AN EQUIPOTENTIAL COMMON BONDING GRID IS REQUIRED FOR ALL PAVED WALKING
CONDUIT OR APPROVED SURFACES WITHIN THREE FEET OF THE INSIDE WALLS OF THE POOL AND/OR SPA
EQUIVALENT FOR THE ENTIRE POOL PERIMETER.THE BONDING GRID MAY BE COMPOSED OF
TO SERVICE PANEL STEEL REINFORCING RODS(REBAR),OR#8 BARE,SOLID COPPER CONDUCTORS.6 X
JUNCTION SPST Z 6 X 10 WELDED WIRE FABRIC(MESH)IS ACCEPTABLE WHEN PROPERLY INSTALLED
BOX TOGGLE 300 WATT UNDERWATER LIGHTS SHALL BE NEC. ON CHAIRS AND EACH SECTION IS CLAMPED WITH APPROPRIATE LISTED DEVICES
SWITCH APPROVED AND SHALL FEATURE STAINLESS STEEL °r° AND/OR#8 SOLID COPPER JUMPERS.THE BONDING GRID MAY NOT BE INSTALLED
4'MIN. FORMING SHELL WITH BRASS MOUNTING RING. DIRECTLY IN EARTH CONTACT OR WITHOUT PROPER COVER.THE INSTALLATION
DISCONNECT SHELL SHALL HAVE A 1"NPT CONDUIT WITH OPENING MUST BE IN ACCORDANCE WITH 680.26(C),NATIONAL ELECTRIC CODE(NEC-LATEST
PACKING GLAND. LIGHT SHALL BE HOUSED IN A VERSION)AND FLORIDA BUILDING CODE(FBC-LATEST VERSION)W/LATEST
°O PUMP STAINLESS STEEL ENCAPSULATION BOLTED TO A AMENDMENTS.
CHROME PLATED FACE RING FOR COMPRESSING OF
POOL DECK A 360'DOUBLE WALL SYNTHETIC GASKET. 7. THE FOLLOWING IS AN ACCEPTABLE ALTERNATIVE TO THE BONDING GRID DEFINED
12 V TRANS NOTES: IN NOTE#6,ABOVE:AN UNDERGROUND BONDING CONDUCTOR MADE OF A SINGLE
#8 AWG BARE SOLID COPPER WIRE BURIED TO A MINIMUM DEPTH OF 4 INCHES TO 6
1. ALI ELECTRICAL SHALL CONFORM WITH ART 680 NEC- INCHES BELOW SUBGRADE AND 18 INCHES TO 24 INCHES FROM INSIDE WALL OF THE
3..,2 IN Yz"COND. EST SS LIGHT FIXTURE&NICHE W/COMPRESSION HUB& SWIMMING POOL OR SPA.THIS IS DEFINED A PERMISSIBLE ALTERNATIVE OR
300W,12V LAMP OR 120 VAC W/GFCI PER NEC EQUIVALENT TO COMPLIANCE WITH S.680.26(C)OF THE NEC(2014),NFPA 20,
2. BO 4D ALL SHEATHED CABLES,RACEWAYS,METAL PIPING ADOPTED BY REFERENCE WITHIN FBC.
12V/30OW WITH LOW WATER AN ALL FIXED METAL PARTS NOT SEPARATED BY #8 AWG PRESSURE GROUND
CUT-OFF OR 120 VAC W/GFCI PEI tMANENT BARRIER,IF WITHIN 5 FT HORIZONTALLY FROM CONNECTOR TO COMMON
PER NEC WA TER,12 FT VERTICALLY OF MAX WATER LEVEL. BONDING WITH REINFORCING
ELECTRICAL DiAGRA STEEL OR PLUMBING OFFICE COPY
POOL LIGHT DETAIL
INCOV ING POWER SUPPLY JUNCTION BOX(IF USED)
SERVICE PANEL LADDER,HAND RAIL,
DIVING BOARD,ETC... TRANSFORMER POOL LIGHT
POOL LIGHT
NEUTRAL BAR PMN�ONE YEAR FROM THE
HEATER CASE SIGNATURE DATE OR'�311TEC11PS
TO GROUN cDATE OFArAiGa� �yFWRWA��pp� RESIDENTIAL
POOL PUMP METAL CONDUITS REINFORCING PANEL
ELECTRICAL NOTES
MOTORa!rE GROUND BAR OR PIPING SYSTEM STEEL ��o
i�_:h NEUTRAL BAR TRANSFORMER AND DETAILS
FLEXIBLE CORD Q 1
GROUNDING TERMINAL � POOLS BY JOHN GARNER, INC.
3 CONDUCT
PUMP MOTOR • 10221 BEACH BLVD.
#8 BOND TO #8 BOND TO
STRUCTURAL STEEL GROUND BAR #8 BOND IN STRUCTURAL JACKSONVILLE, FL 32246
PVC CONDUIT STEEL ( 1 (904) 743-2060
CONTROL PANEL �/� `5
�/ (904) 745-6150 - FAX
TYPICAL GROUNDING SCF EMATIC TYPICAL BONDING SCHEMATIC DWG.BY: MAC
PROFESSIONAL ENGINEER NOT TO SCALE SHEET 4 OF 4 APPROVED BY: JEL
0
z