1638 MARITIME OAK DR POOL21-0038 r-:- ; Building Permit Application Updated 10/9/18
i, City of Atlantic Beach Building Department **ALL INFORMATION
, 800 Seminole Road, Atlantic Beach, FL 32233 HIGHLIGHTED IN GRAY
14'''''''' .i.,011„,,,,p, 7:
Phone: (904) 247-5826 Email: Building-Dept@coab.us Is R/'E�quIREo.
Job Address: 1 ,3� A al.(74'71"4-e da! Pr- Permit Number: PcOLZ ( —v 03B
Legal Description,w'Jo/- ( `L 1 Is -'7 P ivy .,,1, L 6"'"4 T REt# li t , ,
Iub Un•t L tit 1.
Valuation of Work(Replacement Cost)$ Lin,Lin, �• �ieat&`` ICooICed'SF Non-Heate CEA
• Class of Work: ❑New ❑Addition ❑Alteration ❑Repair ❑Move ❑Demo ❑Pool ❑Windo or
• Use of existing/proposed structure(s): ❑Commercial ❑Residential OCT 2 1 2021
• If an existing structure,is a fire sprinkler system installed?: ❑Yes ❑No By.
• Will tree(s) be removed in association with proposed project? ❑Yes(must submit separate Tree Removal Permit) ❑No
Describe in detail the type of work to be performed:
6"ww
r ‘..r`.t.,->,n e. ° 1,
Florida Product Approval# 7w for multiple products use product approval form
Property Owner Information
Name Te r'rc( ()CAC Address Ire - AL.c[lji J-f A.,-P 00-k f
City 41-(atilt- React, _State pt_ Zip 3223 Phone
E-Mail
Owner or Agent(If Agent, Power of Attorney or Agency Letter Required)
Contractor Information �ap`O�
rc
Name of Company t 5 `A 504; rof Cei,� at, I Qualifying Agent ,,,�.��e.5 I�_c*e?V\
Address ] 33 vzE S ' City `(cxt'.N'.SGih t.'Ile State F C Zip I j 43
Office Phone (J'J' ) 5-2-/ ` lid ,�
Job Site Contact Number ,'. '(_L.) — 1:79-S
State Certification/Registration# I
c PL SO E-Mail 3 TMe6-8/7e `� 6ji,9titcLi 1 , coM
Architect Name&Phone It
Engineer's Name&Phone#
Workers Compensation Insurer OR Exempt 0 Expiration Date
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 the standards of all the 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. NOTICE: In addition to the requirements of this
permit,there may be 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.
OWNER'S AFFIDAVIT:I certify that all 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
RECORDIN YOU: NOTICE OF COMMENCEMENT.
s��
�T�[+!�ure of Owner or Agent) (Signature of Contractor)
Signed and sworn to(or affirmed) before me this
r' day of Signed and sworn to(or affirmed) Before me this A' •day of
c.4O t, , -2- -( ,by / / *60c� , 22-'0 - ' , by Jn,.t�� �/,--.In /
����� (Si:nature. Notary) Signatur of Notary)
�N pili ,000,q,�
,.."Y r� i HaleyKrambeck . % Ha. y Krambeck
i;: :� Comm.#HH034588 Gomm.#HH034585
r, IIS S. l .20,2024 Personally Known ...�_, '_ 1►es:Al .20,2024
�:� .�fl"A cf �a r�Notary
[ ]Produced Identific 101/11110
6,i - Bo nded TI1(U 7(,,,onNotary
Iden ' 'cation: Type of Identification: p/1111 nw
NOTICE OF COMMENCEMENT
State of tt1 rf 0.- Tax Folio No. _
County of �u'v&
To Whom It May Concern:
The undersigned hereby informs you that improvements will be made to certain real property, and in accordance with Section 713
of the Florida Statutes,the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description of property being improved:
Address of property being improved: 16 31M GYM 44 e Oa- Pr - A.t la in 1 ;c Bea C bt ,f L 3Z2-3
General description of improvements: �e w µriper-ti d P 1
Owner: `T J G mAddress: «a M c1-►*4-tAQ Ca`(= Dr i 411 'c 1'4-61 PL
32Z33
Owner's interest in site of the improvement: I 'Q°/o
Fee Simple Titleholder(if other than owner):
Name:
Contractor: $OLI4€Y 1dZ"
Address: 5�33 P i '+-reef 5L 32 Loy-
Telephone No.: Oa) 7-- I'9S— Fax No: -
Surety(if any)
Address: Amount of Bond$
Telephone No: Fax No:
Name and address of any person making a loan for the construction of the improvements
Name:
Address:
Phone No: Fax No:
Name of person within the State of Florida,other than himself,designated by owner upon whom notices or other documents may
be served: Name:
Address:
Telephone No: Fax No:
In addition to himself, owner designates the following person to receive a copy of the Lienor's Notice as provided in Section
713.06(2)(b), Florida Statues. (Fill in at Owner's option)
Name:
Address:
Telephone No: Fax No:
Expiration date of Notice of Commencement(the expiration date is one(1)year from the date of recording unless a different date is
specified):
THIS SPACE FOR RECORDER'S USE ONLY OWNER
Signed. =`� Date: I°l '`Z(
Befor• me this Jo' `► ..• • coc 3 Lo?f in the County of Duval,State
Of Florida,has personally appeared re..-.
Notary Public at Large,State of Florida, 4 uval. Haley Krambeck
My commission expires: CF Comm.#HH034588
Personally Known: - 1.�. •
Expires:AK.20.2024 or
Produced Identific tion: v•/p' Banded Thru Aaron Notary
MAP SHOWING ASBUILT SURVEY OF
LOT 129 AS SHOWN ON MAP OF
ATLANTIC BEACH COUNTRY CLUB UNIT 2
AS RECORDED IN PLAT BOON 67 PAGES 132-137 OF THE CURRENT PUBLIC RECORDS OF DUAL COUNTY, FM.
CERTIFIED TO: TERRY L. GROSE & MIRANDA L. GAHN/ TBl MORTGAGE COMPANY/
WESTMINSTER TITLE AGENCY, INC. / CHICAGO TITLE INSURANCE COMPANY
' et
5"la
I
aS
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L 0 T 1 2 8 10'x/0'LA
EOWPMENT
EASEMENT
CONC. •
K p S89 27'38'E 107.47' TRANSFORMER all
'S$OTiii.6r -.-.- '(71.0) PAD
0 aS M 41t5.__S'B.R.L 5 10 v... 9.J° z I. STUC2`A o_ -j 4 CRWAIL- WALL /C ID r 1I O ",�,^11 itil;l;, It1111111111111111'p I 1 llfiilll FQ 1< � Ia111111111O a It +v �I fl 111 tM4�l�i4�ii f0 N .I , n f1 III I(�I':1 11101'11101 I ;¢ IIII II,!II�1' 1!;IIIIIIIIIIiIII II Ij1lM I' f 1111 11o W m� TWO STORY STUCCO .. II11t.1.3.14.'Lt.t.t..t.411!I!i!I!L oH- ?� 3RESIDENCE 2.9I(((.��� Jr 0 tw 0 t...
N a I O X
� ADDRESS I N+)638 �11 okiht'41i"- 122.2' < _.
0 Fit- m 4'
2 u. 4,. ' v-:,,1 l'ill 1.
m. h 21.3' I
...1. 64.0• 1.8
l 0 2 e'
o J
I,cA _ CS 11.0 BTFL — O 9.8 '"
Alk i INF\ (II M
o. tae• ' —toA N89"27'38"W 103.53'
4'ALUMINUM FENCE
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L 0 T t 3 0 , s
+ Slt
tX
/ AI^ v VJ
t"Y' t a•0p
ICP NI
P.T. i 0 i 0-
4-
--_-DENOTES DIRECTION OF FLOW t
I
t
(00.0) - DENOTES PRE-CONSTRUCTION ELEVATION 1
1
00.0 - DENOTES POST-CONSTRUCTION ELEVATIONS
$
,NCHMARK•
NAIL & DISK FND LB 3848
AT C.L.I. OF MARITIME OAK
DR. & TIMBER BRIDGE LN.
ELEVATION: (10.04)
FINAL)WO,/172682:05-11-19(FIEL)) ELEVATIONS SHOWN HEREON DENOTES FOUND 1/2'
FOUNDATION,P.F.E.:W.O./166816;9-10-18(FIELD) REFER TO NAVE) OF 1988 0 IRON RIPE LB 3648
LOT&HOUSE S-0(0000 SET F.F.E,)W.04165600.7-27-18(FIELD) UNLESS OTHERMSE NOTED
MA- DENOTES WATER METER
THIS SURVEY WAS PERFORMED WITHOUT THE BITIEFTT OF A ME CONMITIAENT. CR6-DENOTES CABLE RISER BOX
THERE MAT BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN NOM. MB-DENOTES TELEPHONE INTER
.• ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. SIOE/TRONT BUILDING TIES ARE TO THE FWNOATION. UNOEROIR)uN0 ENCROACHMENTS NO7 LOCATED
THE LAND SHOWN HEREON IS IN THE SPECIAL F1000 HAZARD ZONE'M'AS SHOWN
UN FLOOD INSURANCE RATE MAP 0408 1 FOR OIIVAL COUNTY,FLORIDA.FI.R.M INDEX DATE 11-02-18
ALL AMERICAN SURVEYORS OF FLORIDA, INC.
LAND IKCIO S-3751 34N ASE PLACE SUITE 15-JACKSONVILLE.FLORIDA J2257-904/77D-0008-LICE SED LAND BIS MD. 3557
L..2=17.—
g
nos nos THIS IS TO CERT'fY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE
Mi0. A�e Aa +a ,.a. SUPERVISION AND DIRECTION,THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN -4
AA '1.00.LOW. AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS -
.�.. a 1.1..y Iwu SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SURVEYORS ANO MAPPERS
Al .84 pm
P.C.rm,MI rarvpo. N+R PURSUANT TO CHAPTER 472.027 / CHAPTER BIO17-8N. , Fi.DRtDA STATUTES. ASH
plpgp PAC. .10 N'1(40W N.
MC. mum
CNtl1M0 NM
OF FLORIDA,
im
ll, non..
SURVEY NOT VALID UNLESS EMBOSSED 8Y SEAL SURVEYORS
rlr. nuAK..oAFA W uarr JAMES D.HARRISON, N9. 4647
NEAT LII LAM M WOK wWrx o nw JAMES A GARRET*,RISON,JR.,No.No. 47
M..Jt .0 .o t“.or .1100.a.AO.r
.torte,uR KU .m TO OMC SCALE i'.20' J'fQ" 9
v. •....".". LI A�Rhos (/
rl PA.LW 6 NrtAucllo.I /j
W RIA LW of Ta TE ,C.( A..•..--v.
M -. + wt DATE04-26-18 RE015?ERED 5 OR IIA�RPET7 1::-- @'
F.B. SKE'CN QC. N/A OR. DV 00* D,K. P.\2016(63200) ORLIER N0. 172852-FNL FILE 83923
Sat Fence around Fence
,r 45'4" ,'
\---i
---- 31.
Pavers .�!' Ae S S •
De_Q,
u { N
Existing patio _ J I
2'Spa Return i
c.
2S SN Drain
3 a
d
...............
0
KED
Pool Equipment
Scale: 1/8 in. per ft.
•
_—
Am--7: ag Pool E ergy !�';ca .� ri �;Ni=,. .,,B }* 1O
COTE: These Requirement •
s A—,pJ' C=;• `' •{r^FFt •o/''{n/�
I� t :J the I t[t1 Cleo i pump
q�GG (t
J •I. Ae�t Si/AP3P/SCC-:.:s W11
i Flow Calculations
r
c. Pool water volume t s-i -2-F. +36O= 4 2 gprn-this z he calculated tPw rat=
i Note:for pods under 13;000 gals.the calculated flow rate or 36 gprn whichever is greater=the f 'ltra=o, o rate •
Is them an Auxiliary load on the titration pump? Yes `" Nc
if so,what is the calculated auxiliary flow rate `147 gprn i
T
Flow Rate(low speed) 3 1 @, i 7 2-S-rpm.pm.
•
Minimum suction side pipe size 5 o fps 2-Sir:. Minimum suction side brand', pipe size '@ 6`Fs :
4 Minimum return side pine size @ 8 fps 2- in. PrtinirurR return side branch pipe size v 8 S
il
i Deter,a-i ei Sze:
Cartridge(0.375) 0=1,2Z Sand(15)
t
Filter , p^zs�i — ;7sAlazare Jo s)
i
;1
Pump Controls
Filtration pump has t:o auxiliary load.-standard time clock
Filtration pump with auxiliary load-Gontroi model for low speed default within 24 hr. 4.-'"
1\
Heater Model_ `f er 6- K 1oe,"_4
Gas Heater efficiency rating b 6�o (No Pilot"ght)
i\ Heat Pump efficiency C.O.P.
:\
_
___ -�--:.�'
samma
I—_ - +- •mss"k Sheeti
ANS 5 &AN$ C
7 amp lance °i-g
i Determine Simpr o 1DH:
1 1. Distane from pool to pump in 3 D
2- Cpipe pe 'ftt Irpe 1:,-.01=n oss than?
2 Friction lass(in surges pipe)it
I:
3. Fcion loss(areturn pipe)i os' �-
-( i gpro,.7. f -wpipe fiv-witttil ins cit;
--D.;� g: S. 4
b -3f
Fite;.:-xie�icssn:.,.,
DeanninesenpC�z4 T' • ,-
other fossa
'i 4. 3d x - a:.agars'�.ar-.n:, -. 11 I
�sJL
i. Cunt,---3---°—
G x ` . r = 3 rota ::aric a r 1 .Z r
�. nartz 'I y Peps: (rt F Rm.,:'�+2:
�� �RdtJn e'Sai
•
lline?pe Sizes: _ :i
! s
anch ming De I 2,S itch to yep vaso ty L a ;ps max-at L f 2_ i gom Sy5t271 Flow Rate.
,Skimmer& i r--'
lcfion P rng a be i Z.c inch to keep ve1ociy @ ( Q 1 cps Max.at Lt Z cpm System=low?its. '`
I " I
atom Piping m be 1- Iinch td keep velooky @ 1 fps mai.at 1 L 1 gpm Systrim Flow.ate.
___1 I- I
ri•
i
44
ii
li
ump Selection as Listed on Curve ® or C (circle one; il
31
q
i Maximum Flow Rate Y z.opm
ars,,
F3iTabon pump i . Y Ai z_3 9 A ?.e...)---P.., r--
i 11
•
Main?rain:Gere: Li r o r.,! r
/LR w 5>•^1..-1) i .
Determine tte Numfler and TAX of Reaulred lo-Floor Succor,Outlet: 1
, Check all that apply. I?
J^ �• 2 GNU la sucrone dors tz S p-.- .
r -i
•
O Q v QQ 3 r 1 suction outlets @ ep-:max.-+a�:
1.
' 1 1 lannei drain yr ro
T w r'^ 1
i
1• ..
Head in Feet ConversionChart Flow and Friction Loss Per Foo: 1
is . Inches Mercury Nacuurn Gauge) _ i Schedule 40 PVC Pipe
2 2 I 4 ; E 8 ` 10 1 12 1 14 SE 1 !8 4 �✓'�+-'b Par xw'L
0 03 r 23 45 68 623 113 135 f 153 15.1 273 rFute 5bs I
Et= 3ts i0 Ogg it
i I •,s gr ! .4' ! 2157,-• ! 2.23 1 2241.:, 1 .3E ,I •}
69
1 23 45 6.6 6.1 11.4 135 159 151 20.4 227 ' •
t ` 1...1... 1 37 I ::S i .?.1x0 ! 0.14' i :2¢„ t 02, ` 1
2 4.6 3.1 11.4 137 159 152 26.4 1 227 32 {. ,�� I 3,W ! 0.50' I :039Dw 1 116 g it
- 3 69 32 1.5 _ 13T t to 162 L[ 1D5 t 223 E �T 273 2.7 , afgarn I _ i '17 l r�05 ; +.45gm ( 113
4 5.2 , 115 135 153 I 163 205 1 22$ 25.1 1 27.3 Me J' .. l 145 ;,,;Y
5 115 ' 133 15.1 r 183 248 226 25.1 27.4 1 245 315 i 313 5w ' CDS ! 392 337 ;
5 133 16.1 16.4 20.5 229 1 252 274 3.7 31.9 342 '
7 152 15.4 137 130 272 1 275 28.7 320 343 355 ' I o r-4 2 3.07 7123r CD3'
5 5
8 187 330 3.3 i!5 I 235 - 3234.3 36
0 4 _3&6 I r-47-, - --°� --.
a 243.3 ab
3 73-11 3.3 ! 321 342 ass 365 41.1
TDF CaiattaDon Ootid 7s
10 231 754 27$ r 249 r 321 34.4 367 369 411 434 •,
Far each pump 7
11 254 577 39 321 ' 345 367 392 412 43.5 455 :
12 27.7 303 I 322 34.5 3E5 340 1 412 45 45B 48.1 4 ; ^-Check one. 'I
13 310 323 34.5 358 36.1 41.3. 43.6 I 453 48,1 557.4
s 14 323 34.5 363 38.1 41A 4.5 469 1 422 80.4 Z7 t t 5 4:C ooai Dyna:roc.-e 0;.S Dh I
03 15 34.5 364 382 41.4 • 433 454 i 482 545 527 65.0 Complete STDH 1 cr6ssleet-FE all b'4a^,Ks.
m 15 372 342 41.5 43.7 46.0 403 T 25 23 2.2 ' 372 y ,�
;
P, 17 12.3 415 43.5 45.1 453 1 595 1 572; 1 157.4 355 1 -otai C,:larnb hek(161F: _ `' 11
43
g 1a 41.5 .. 8 45.4 48.4 az I as 1 5i1 , 57:4 55.77 i 613 I { Comptete Program or other calcs.-tit ir,-er::ffed titan s or, i
Q 19 439 461 I 434 577 r 529 1 3.2 1 074 37 927 I 5=2 f i f'Critheet&ami..^.oaictilduC^S. 1
ri ffi 462 4.5 1 27 MD 562 1 575 I 2.5 V0 6d�1 555 K +
2 21 485 3.6 53A S3 57.5 I 59.8 ' 62_1 542 i 65$ 1 a-.9 ii (-- Yaxn�turt Flow Capacity
22 1 57.5 2.1 1 22 574 28 1 521 64.4 655 559 2 u ! L_ of tile new or repiecET?'t o:,1C. .i
a I 53.1 ' 65.4 577 534 22.2 1 54.4 SU Ma 742 i
�• IIi
24 r 55.4 57.78712 622 645 557 so 71.3 is5 Tip. 1 • _ - -- . .-.... .. -..--._,.-_ -.' 1�
25 57.5 640 523 64.5 668 4°.1 71.3 716 75.5 78.1 11 ...
2E 86.1 62.3 54.5 86.6 84.1 71.4 73.5 733 79.1 60.4 R II - -
37 52d 61.6 r salt 031 71.4 1 37 759 - 782 805 52.7 1 d4 ° , _
3
2 642 8119 1632 713 732 76.c " 782 833 623 i 550 f1 j 1a(t Y /2-4li
ownery
29 SID 683 715 738 760 73.3 T 805 528 8St 67b
30 593 7t2 \.._
739 72.1 33 Gab s<s 1 87.2 632 s-,.(1, /7". i
31 71.5 738 76.1 764 &7.7 524 1 22 t 87.4 1 3.7 322 ti li1.
1
3i 739 r 732 1 76.4 607 833 352 575 83.7 920 1 942 `;I.
3 752 76.6 , 60.7 Sit 65,3 673 ma 1 329 243 i '=b ,
34 763 sa.0 { 53t 33 07.5 32 32.1 i-3i 2 2..5 3.51!oc*i --- as569 10,2 _ c�P c.o3 i 4 z{�-
3s
til 23.17.w...-. ;6r x.
TE:FIELD TTA-1 MUST 3EEQUAL TO OR rlGhER ,AN"-iE
CALCULATED T-l. ' 3 ?Co5 z 717 j
The Associat or—i :D,"
Niiir Poo/&Spa Prc;ess;o:.:.:
PRO ECT NANIS:
AND ADDRESS ,ANSUAPSP/CC 'c ENERGY EFFICIENCY COMP..byNC=:
• N'-'FQFtMATION
FOR RESIDENTIAL
IAL SWIMMING POOLS
_ ':R :t" I ;�� SS =�E1
j
i
OWNER
CR PHONE: 'DATE:
This information sheet was prepared ay the APSP-15 Residential Swimming Pool en Spa`_nergy_f`iciancy Standard writing ting Com.mi:tee of:he Assc:2:on of Poo;and So?
PS
Profession is
a .A PJ, it is not per of:he American National Standard ANSI/A?SPj
.C;- iii_ is I ::J�Ed'
_.^2:icn oniy.Contractors snC�..__LUlre and complywith:he AN I A? w C-tc 2011 standard which can be purchased -
1. 85.2.1:Calculated pool volume
a. G2.iioni: ;or ±
S ;z�, gallons
?.Calculated Gallons: (surface area)X raverage depth X 7. 8 ^ai'' =
d /:;^3
2. §5.2.1: Calculated maximum filtration flow rate 2. 174-/--(P001 volume.1360 or's6 '?p m —
gpm whichever is larger)
3. §5.2.2:Auxiliary Pool Load: ,Dyes, El No?
(Enrcr the highest"auxiliary pool load"to
be poweredthe svrfm:^-r n y- oo;- -rG �'
pool=cad flow rates together, by ^D. Do nor:a ai Xa.Grj 3• SF
g _ only the highest is used)
4. Calculated maximum flow rate • 1
(herr 1 or item 3, whichever is larger.) 4. g�' _
5. §5.5.1: Pipe sizing:
a. i elinimum suction pipe diameter
5a• 2 V ^cues
_"^ter the smallest pipe size from Tab e?with pe
b. Minimum suction branch pipe diameter same a:more rn on `
;cc/culote:item 4. <7 Sb. 2.2 Tithes
• ;gp-'T,_Branch Pipes.. '• ! nti ' c7
Enter a ---_..tea �i; ...ouch, —
fife smallest =�. flow rate yap,•-�.
est pipe size from Table 1 with a e fps_flow capac
suction branch flaw rate.)
r e someor mare than the caitu;ctec
c.Minimum return pipe diameter
Enter rhe smallest pipe size from'able 1 with a 8 ras r"lp Sc n cn es
wCapa ity:^e samemare arare: J _ !—
d. Minimum return branch pipe diameter
(Calculate:lten-,4. 47 /
3d.
(gpm;Table_with a dpsflow tapccit;the some p.i=Branch Pipes-_'q,crrti:i;__.p^ch, 'ate y7 nChes —
Enter the smallest pipe size fromor g✓r'/
return branch flow ratemore than.._
6. §5.4.1: Filter type and size: /
a.Filter type: (Cartridge, DE,Sand,
6a. ,..arrr.cse
b.Minimum filter area
(Caiculate:item 4. 47 ;
ANSI/APSP/ICC 15 ENERGY EFFICIENCY COMPLIANCE ;NFORMATION FOR RESIDENTIAL SWIMMING POOLS
" ::cmponeit Section Requirements Check
4.4.1.1 Heater has no pilot light
F 1
Heater:,I 4.4.1.2 Readily accessible on-off switch mounted outside of the heater
No electric resistance heating unless for inground spa with tight fitting cover with R-6 insulation,
4.3.1.3
or for pool with 60%of documented pool heating from on-site solar or recovered energy.
4.3.2 Heater efficiency:gas/oil fired heater efficiency at least 78%, heat pump COP at least 4.0
'
5.1.1 Pool filter pump listed in database ✓
5,3.1 Pool filter pump with totai horsepower 1.0 or more is multi-speed
Multi-speed pump controller programmed to default to the filtration flow rate when no auxiliary
5.3.3 pool loads are operating within, 24 hours and programmed with temporary override capability for
servicing.
Pool systems 5.3.4 Single-speed pump controller capable of operating pump during off-peak electric demand.
I
5.5.2 Pipe before pump has at!east 4 diameters of straight pipe. ✓
-11
System installed with solar,or setup for the future addition of solar heating equipment by
5.5.3 installing 18 inches of horizontal or vertical pipe after the filter and before a heater,or built-in or ri
built-up connections,or dedicated pipe to and from the pool.
5.5.6 Directional inlets for mixing pool water / i
•
•
4/4/12 ANSI/APSP/ICC- 15 Stand.ird'gni,iting Committee Form 2 of 2
„'SUPEP:FL 0'
►'► PENTAIR
•
M :'C Y .� 7M::::,:-.,,;:,.,,....i., ••,
{SUPERELO. ^
t.„,,,,4...*-t,t•-..,,,,.--- ' '
far..:•
HIGH PERFORMANCE PUMP
EFFICIENT, QUIET, RUGGED AND VERSATILE
single-and two-speed options,there s
•
With'/z HP-21/2 HP and
The SuperFlo pump is a product of more than 40 years of innovative •
a perfect match to your application and assurance of minimum
hydraulic engineering.The result is an ability to move more water energy consumption.
more efficiently for lower operating cost and super quiet operation. • Cam and Ramp”Lid locks in place with a quarter-turn.
Plus,by performing with less effort,there's simply less wear and
tear—and that means longer life for a higher return on your • Heavy-duty,
higrh- ervic ce_faactons timer pr price-square-flange motor for long
pump investment.
• Quiet operation due to superior internal flow design that reduces
hydraulic noise.
• •
.> �,, ,�
F • See-through lid permits easy inspection of strainer basket.
,:. •
> ..:
• The SuperFlo pump is a direct,and superior, replacement for
the Hayward®Super Pump®.
. *--,z,'1711' • Select pump models are now ENERGY STAR®certified.
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Model Number Filter Area ' Vertical ' Filter Row Rate GPM ' Turnover Capacity(Gallons! .
S •--—-----________:__
q.Ft Clearance Diameter : Res.- . Comm. i 8 hrs. i' 10 hrs. i. 12 hrs.;l•-'
.I''C 5,C1.- ; .73 • 2?55 " 15 15.51 ! 5' ' 5 ' - —5
: 5 •• i• - 30C
73 i 395
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) •:,....,..-,.;-..:-.c...- -::: . .:70.E: ,:e'e.e-:-,e:-.r.s "Maximum flow rate
CAREFREE BY DESIGN
1...rr,e att Ptair t....E.irtriogeiiters. the Ciean&C:iear iiter features • i.,.: pie-;:"-j:::...,12.51-0.7,,i tr..;-quick a7i-:tx-riveniciri: .-i.ia r•tenance
aii eeFiiiy-clearie.d cartridge for the 3`,tirriati,," carefree oomi fiLtratioii. and
The fiberglass-reinforced tank hates are se.guned with a clamp • i.oz...k-i•inG l'?.q...:,7CE;oniy he:i cii a :-e...i:'.t.::i..5i, r5ii-a.e - or s•ea..
ring—just 'irlcise.n inc•-:rirg and remove the top haif for easy cartridge • 2"
Ficce.s.s and rfr•sir.g. Fitter maintenance doesnil get any e.asier.
• 5: t.- ce base ar-,-.1 body CeEigneci f,..fr maxirrJm
• :ne-yrcrar tirnited wanly S2...o;arranty
AVAILABLE FROM:
> PENTAIR
•
,....c. - ,.!1,15.AVE -.2- -.',ORD.NC 27320f.3u,3.3?: 712:-; vv,..„-.,, :•i--_NTA: ,-..-..:..-..,....j:,1...,:
,.;,.:Mps•l''',',E-::-S.•neaters•he2t ry.irnps•automation 0 ,igr-± g • tt'.tnners•sanlizers.•.,-..,27-:,..7 riF:'Pti._i- E.-: • i-nEiiri.T.:!;-..:•:17-iia..• :7.1-::;:::Lit:"..i.
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o; Part#Pi-12-i D2C13 Pentair Aquatic Systems.AR rights i'eserved.
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ISWG1048COC kt.
r 0 HAYilliARD
CERTIFICATION OF COMPLIANCE
Contains: WG1o48E, WG1o48EBLK, WG1o48EGR, or WG1o48EDGR
Description: 8" Round Suction Outlet Cover
Ratings: Floor: 125 GPM_Wall: 72 GPM Open Area: 8.1 sq-in
Certified to Comply with Section 1404 of the Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act
codified at 16 CFR part1450. Initial Certification May 2011.
Manufactured: After September io, 2009, by a Division of Hayward Industries, Inc. at K4-A, 214028
Block K4- A, Export Processing Zone Wuxi New District Jiangsu Province PRC 214028, China; or at
One Hayward Industrial Drive, Clemmons, NC 27012.
Certified by Hayward Pool Products, 62o Division Street, Elizabeth, NJ 07207, Phone 908-355-7995
Contact at www.haywardnet.com
Record Custodian is Customer Service at www.haywardnet.com.
Hayward Pool Products P.O. Box 5100 Clemmons, NC 27012-5100, Phone: 336-712-9900
.hayward-nooLcomarodf/literature:8inrou c COK..Cdt
Date of Mfr: The Lot Number shown on the product label contains the Year & Month of manufacture.
The first number represents the year (ex 1 = 2011) and the second character the month (A=Jan,
B=Feb, H=Aug, I is skipped, J=Sep, etc)
Tested to: ANSI/APSP 16 (ANSI/ASME 112.19.8-2007 (addendum 9b-2009)) per Section 1404 of the
Virginia Graeme Baker Act (VGB) Pool & Spa Safety Act. Tested by NSF International, 789 Dixboro
Road, Ann Arbor, MI 48113, Phone 734-769-8010 in April 2011. Certificate at:
t-p:;' ;info.nsf.org/Certified/Pools/Listings.asp%Company=21600& to-darU r,sV.
i I
Date of Installation:
Suction outlet components have a finite life, the cover/grate should be inspected frequently and
replaced at least every? years or if found to be damaged, broken, cracked, missing, or not securely
attached.
Hayward Pool Products acknowledges that it is a federal crime to knowingly and willingly make
materially false, fictitious, or fraudulent statements, representations, or omissions on this
certification.
—} SPACING BETWEEN
MOUNTING HOLES
:P_
A'",,\\\ ;// , USED ON FOLLOWING SERIES:
••;000 00� •% WG1030AVPAK2 SP1030AVPAK2
„�, 0000000 ♦•/�-. WG1048AVPAK2 SP1048AVPAK2
000000 s0i �1 WG1049AVPAK2 SP1049AVPAK2
,72—',/4,. F= 0000000
,: _{ •GOOD 00000•=� WG1051AVPAK2 SP1051AVPAK2
SU ION UTL 0000 �0000 '•Ol ;1 WG1052AVPAK2 SP1052AVPAK2
0000 00000`�-
_:O`�� R'rJGi043t ��� WG1053AVPAK2 SP1053AVPAK2
E j-, ,,000000
. . 000000 ,T WG1054AVPAK2 SP1054AVPAK2
•;- O00 GOO \r'> WG1153AVPAK2 SP1153AVPAK2
00000• .' :
0 WG1154AVPAK2 SP1154AVPAK2
a Warning— Suction Entrapment Hazard.
Suction in suction outlets and/or suction outlet covers which are installed in a small area and/or below the surrounding
surface can cause severe injury or death due to body entrapment hazard.
To reduce the risk of body entrapment,installation of the field fabricated sumps must be such that the top of the
mounted cover is a minimum of i 1/2”above the finished pool surface over an area larger than 4o"on a diagonal.
Y ':it. :,. .., .,.t lr"7 .S: ':WWW F :` ALS* #D Y.nZ::L,L.7,EN..., - ..
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PRODUCTS I SAVE ENERGY I SUPPORT I NEWS&MEDIA I CONTACT US DEALEDR RESOSURAC�EOS 4 ^'K%Is'i 51:ARC.i
+ PENTAIR AQUATIC SYSTEMS
U-3 SKIMMERS
PRODUCTS SwimQuip° Inground Skimmers
Absveground Systems
Automation
Cieanerg
Fillers
h, ♦: T
Heaters&Heat Pumps 5
P a0", .,�-� : ;� ; Manuals
Lighting (,' U-3 Skimmer instaLlation and
Maintenance&Safety Equipmentar . User Guide(English)
• 5 .
Pumps , �r Dimensional Drawings
Samtizers -'
Replacement Parts
Specs
Water Features
White Goads TOP PERFORMING SKIMMERS FOR YOUR POOL AND SPA
All White Goods
Admiral 515&s2C Skimmers Our skimmers are engineered and manufactured to the highest standards
Automatic Water Filters of precision and quality to minimize installation time and maximize
Bermuda Skimmer and White satisfaction.
Goods Kits
Bermuda Skimmers-Gunite
Bermuda Skimmers-Vinyl
F:ewmelers For Commercial and
industrial Liquid Applications
Gutter Drains
Inline Thermometers For Pool and
SciarAoptcalons
Pool Specially Fittings
Replacement Skimmer Lids with
and without Thermometers
Return Fittings
SkmCiean Skimmer
StarGuard Main Drain
U-3 Skimmers SwimOuip
Inground Skimmers
Product Videos
COMMERCIAL PRODUCTS
REPLACEMENT PARTS
E NEWSLETTER I DEALER LOCATOR I TERMS OF USE SITE MAP I CONTACT LIS i PENTAIR.COM
Caoynght 2015 Pentair Ltd.All Rights Rese-.ed.
http://www.pentairpool.com/products/white-goods-u-3.-skimmers-swimquip-inground-ski... 3/19/2015 '
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WATER LINE GeNeRAL NOTED, "
DKK OVERI.POOL IS TO BE SALT TO COTLT 1,41714 IDA
FLOR
POUR OR COUNTY NO CITY BUILDING CODES.
JOB SPECIFIC FIFE SIZING,TOTAL DYNAMIC HEAD gBRICK 2.ALL ISI NATIONAL PARTS WITHIN I5 Fr.HILL DE REQUIRED
CALCULATIONS AND EQUIPMENT SPECIFICATIONS _1_84_ aY FOR lNOR. CODE AND AS REau®
- BY LOCAL 1NSPxroR.
AND DOCUMENTATION ARE TO BE PROVIDED BY THE o, • 5.FILTRATION Brenn WILL NAVE SPPICIENT CAPACITY
POOL CONTRACTOR FOR EACH PROJECT.THE POOL IN0)11 L EA HOITL 08 TURNOVER OP Fool HATER
TO(CD IYELVA ccre Or LE56.
CONTRACTOR MUST USE THE MAXIMUM FLOW CAPACITYI-45 BAR CONT.
2-A5 BARS 4.POOL CONSTRUCTION TO DE 1113 SAM�AR0.e95
NT
OF THE SELECTED PUMP AND PROVIDE HYDRAULIC CO .IN 6'OP WATER0 IN 5'THICK BOND OP DIA AND SHAPE.IP PILL IS REQUIRED POR 2 FT.TO
DORS'5OND LINE TILES BEAM 4 Fr.OF HALL IVORY TTSN WALLS NAVE TO BE
CALCULATIONS FOR TDI4 TO DETERMINE PROPER BEAM REINFORCED NITH ADDITIONAL DTE-18 00.BOTH WAYS)
PUMP AND PIPING SIZING.THE MANUFACTURERS _ AND/OR EXTRA WALL TD TO a•)
5.ALL INC PSCHEDULE
40
R WILL BE SCA®ULE 40.
EQUIPMENT SPECIFICATIONS AND OTHER DOCUMENTATION 6.ALL METAL FIXTURES AND POOL LIGHTS TO BE BODED
FOR PUMPS,FILTERS,HEATER EQUIPMENT AND MAIN FOOL SHELL 5000 1451 PUMP mix coNae re TO POOL STEEL AND 8RCUND WIRE.
ALTERNATE ERNATE BE8 I T.POOL ALARMS DO NOT NEED TO SE NARDPARED
DRAINS AND COVERS ARE TO BE SUBMITTED FOR W-1"IN caur APPLIED. D.SOIL=NOTIONS AT POOL LOCATION AIS ASS/M+D
REVIEW AND DOCUMENTATION FOR SIZING THE 6'-8 IN CO E AND HALLS
BOORS(TYP) FINISF►DETAIL TO BE ADNIATE FORA SINGLE FAMILY DWELLING.
CIRCULATION SYSTEM. 2500 MIN.GUNITE MAT BE SUBSITIUTE 1. TERMITE CONTROL FOOL N HILL OE APPLIED UNDER ALL
POR 5000 PSI CONCRETE
No.ALL PAPS AND FILTERS HILL 5e ANCl/OTO A
CONCRETE PAD WITH TAP CON ANCHORS..
RETII54 LINE II. ALL POOL AND SPA SUCTION INLETS SHALL OR PROVIDED
141114 r D ACCEPTED
Ir II'I BT AA RECOGNIZED 7851TNCOVER TI4AT HAS 6PkILI TESTED OOTLT ITHW
' —/—— SKR'1'!I[ IL ANSJJA2ME.AII2.P,RM,'SUCTION FITTINGS FOR U52 IN
II / ' SWIM?SNG POOLS,SPAS,HOT TIM,AND WHIRLPOOLS BATHTUB
II D.M P OL DESIGN WILL MET CHAPTERS 42 AND 45 OF THE 2020
II RETURN INLET FLORIDA BUILDING COLE-RESIDENTIAL TTN EDITION.
RECIRCULATION PAT II LIGHT IS.RESIDENTIAL POOLS PWT COTLT NITH CHAPTERS 42 AND 45 OP
T!2020 FLORIDA BUILDING GODS-IRCSIDRITIAL TMN EDITION.
1.POOL CONSTRUCTION WILL TEST 2017 NATIONAL ELECTRIC
II /UNDERWATER
g' CODE NTA 10.513!68026 BAR)FOR COOTER BONDING
SKIMMER SUCTION�f l�� > / - USING AT LWT OE 6 RB AND SAES SOLID RI MTE!
in TS\
—=113 i^---- JI CONDUCTOR.
lD54
a I MAIN ORAIN!M'C!T THE VIRGINIA GRAB'E 4 S.FOR RESIDENTIAL POOLS UP TOA WATER Depru
CHLORINATOR 1 ,MAIN DRAIN TI BAKER POOL AND SPA SAFETY ACT. N OP 8'-0'45 REDAR 12.00 DIN OVER D'-0•,
9SPECIAL ENGINEERING IS REQUIRED AND IS NOT
A PART OF THIS DRAWING SPECIFICATIONS.WALL
POOL
FILTER I I WCODE COVER OVER
RCQI OVERI�0 A SPECIAL 03SIG4
———J K.RESIDENTIAL POOLS SHALL COMPLY WITH THE
=
FOR
IDENTIAL
——— 7-RETURN INLET AANBI/APSPA0000-5 2014 FOR PPEEe1AN!NTTLY INSTALLED POOLS,
\ / 2015 POR
SUCTIONRESIONnENTRARTR AVOIDANCE STANDAL SPAS,AND TARDS.
L=___ AND ANSI/APSP/ICC-8-11 AMERICAN NATIONAL STANDARD FOR
RETURN LINE FOR RESIDENTIAL 5WR'MING POOL AND SPA ENERGY E PICIENCY
WITH ADDENDA A APPROVED JAMLU[Y 1,2013.
11.RESIDENTIAL POOLS SHALL COMPLY WITH THE
A ICER/APSP/ICG-14-14 APERICAN NATIONAL STANDARD FOR PORTABLE
TYPICAL SHIMMING POOL ELECTRIC SPA EawGY ETIGIRYY.
le.DO NOT USE OR OPERATE POOL OR SPA IF T!SUCTION
PITTING IS MI551140,8RCKEN,OR LOOSE.
P. IF TFE SUCTION INLET SYSTEM,5460)4 AS AN AUTOMATIC
LOH GLEANING SYSTEM,ISA VALLUM CLEANER SYSTEM 1411014
PROFILE I'!• VARIES HAS A SINGLE SUCTION INLET,OR MULTIPLE SUCTIONS INLET'S
.MICTION WHICH CAN BE ISOLATED BY VALVES,TFESN EACH SUCTION_
50X 40' SWM
MN. OUT 6
*3 SARA GRADE 40,D'OC. 4•TRICK 11)1CONCRETE500SI APPROVED -AMI VORTEX COVER,12'XX IET SMALL PROTECT AGAINST USER ED GREST ATE OR LARBER,
el
CERAMIC TILL VERTICAL AND 4. W FIBER MX 2500 P51
41011IZONTAL(TM/ OR 0114E[APPROVED MEANS. Y
�� CONTACTED SOL UNDER l PARKER MYNCHENBERG 4 ASSOC., INC.
7. CONCRETE 1215'X PRORSSIONAL ENGINERS LANDSCAPE ARCHITECTS
7 ..... 1729 RIDGEWOOD AVEMB HOLLY HILL FLORIDA 5211 26
-■■ 15861 677$591 FAX 15861 611-2114 /, 6
UL APPROVED
/UNDEWATER LIGHT / `4.3 BARS 12.ON CENTER
EACH HAY(GRADE 40/40/ Digitally signed by T'rPIGAL
1I!MAIN GRAIN PIPE INVERT NEEDS TO BE 13 TIMES a ILL•011111.1110."''''
_ Parker parker Mynchenberg, RESIDENTIAL SWUPOOL
P.E.32645 DESIGN FOR
THE DIAMETER DOdN FROM THE TOP OP WE q�R
MAIN DRAIN ORATE TO TIE TOP 0e TIE '`:Ep. MAIN DRAIN W/R-IEE RUG OR 2• 6 A DN:c=US,st=Fbrida, -
MAIN DRAIN PR,IF TRE PIR COMICS IN VERTICAL I\Y/I POOLS AND SPAS OF CENTRAL FLORIDA
TO 1413 MAIN DRAIN 50x. I WrDROBTATC AMER VALVE,IP RECD. I=Holly Hill,
IP'Re MAIN DRAIN PIR Gars INTO I S ••. 5 a=PARKER
MAIN DRAIN BOX HORIZONTALLY,741E COVER DCB'EMO ••' ROCKBED POOL BiL 5000 FSI PAT MX COL-RETE MYNCHENBERG& -
PROPI THE TOP OP THE GRATE TO TIE TOP WALL REINFORCEMENT P J14TIOALLY ATOM". a rl berg ASSOCIATES,INC..
OP TIE MIN DRAIN PR NEEDS TO 5E 13 TO SLOPE 5RLAK- 5•-T•IN VERTICAL HALLS(TMTJ
TIMES THE DIA.O•THE MAIN DRAIN PIPE. AS BAR•12.ON CENTER,EACH HAT 110'DEEP 6•-W IN OOve AND ROOFS(T1PJ M ncheer P.E. DUVAL COUNTY
I-V2 71H6 THE DIA
49 BAR•6.ON CENTER,EACH HAT 1 1C'D�AND OVER. 2500 MIN.6UNITe MAY 5E 5UB5RIUTED Y 4 -
1-1C1 TIMES 114E D POR 3000 PSI CONCRETE , P.E. 32645, z
�I —� SECTI ON 3 2645 email=info.com rmy TIES SIGWED TND LSBE USED 9 0 IS TO BE USED A9 A MA51ER A
nchei=info cpm PLG COPY.IT WILL 5L D FOR A MABE 1.5 PERIOD OF ONE
YEAR EXPIRING ON 12/91/21.IF THE PLORIDA BUILDING CODE
Date:2021.01.07 IS ALTERED OR MODIFIED BEFOIS THAT DATE,THIS DRAWING
Al—IF, MIN 09:57:44-05'00' MAY BE RENDERED VOID. 5
MAIN DRAIN
\ DRAIN PARKS[M@D
YNC4ERG,PL.493645 SHEET I OP 5
S
neeAPT JET
\
THE ®
MAIN DRAIN PIPE INVERT N "To BE IS TIMES
THE DIAPETER DOI-N'ROM THE TOP OP THE
RERAN LIS! MAIN DRAIN PRATE T E TOP Or THE
—_, TOTHE DRAIN HNPTHE
DRAIN BOX The
GOI-re IN VERTICAL
—_—_—_---1
___
IF THE MAIN DRAIN PIPE COMA INTO THE
MAIN DRAINS MEET THE VIRGINIA 6RAtS'E MAIN DRAIN BOX HORIZONTALLY,THE COVER
RECIRCULATION RAY BAKER POOL AND SPA SAFETY AGT FROM THE TOP OF THE GRATE TO THE TOP
I (se ,.MAIN DRAIN MAY Be ON SIDE WAW TP T MAIN DRAIN PIPE Selects TO BE 13
(sew,.MAIN DIA AI TPI MAIN DRAIN PIR.
® I I (P2 TIERS 114!014.
� I-V3 TIMES THE DIA.
CHLORINATOR �..- MGN DRAM(SUCTION)• t _ ,I I, , I I �'
1l
Li I
SII YN—
FILTH! II ® 11 IYG)ERHIATflR LIGHT DRAIN DRAIN
RETURN LINE J II
�LL—_-- __--JJ TILE eiOAL
TILEOPTIONALOr
STON P. ar
STEP. CAP TILL BRICK/OR CANTILEVER WITH
WATERLINE TILE
TYPICAL SPA POOL - 2 MAIN DRAINS ON FLOOR AGRLTO FINISH
/2-43
o r,w�aLn
POOL 940.1 SCOO PSI CONCRETE a
PNBIMATICALLT APPLIED.
6•IN VERTICAL HALLS(TTP) 4'THICK CONCRETE
6'IN COVES AND FLOORS(TTP) DECK W PIBERMX \"\\j %L\.
1900 MN.SUNIITE MAT BE 911BSInuresp WATER
POR 9000 P51 CONCRETE LINE 9000 Pal Rt NPS .....................„---3"....•
� \/j�\\\\•\;. /�,
COIJORETE I /'//•
G'Na'GERAMG TILE
V2'GUA RTZ G' X
P51541 Lao ��
VARIES / T7=ON ..
Box
LLVRwnTE�R -, 40 DECK. AND TILE DETAIL s
LIGHT MN. m
— _ I—
5111w101 _
PARKER MYNGI IENSERG ASSOC. INC. 1.11 PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS
laTAGTE7 SOIL ��
1725 RIDGFJNOOD AVENUE HOLLY HILL FLORIDA 32118 S
HIDER GONCETE
DEM ®=11'_ `\ 13861 6116891 FAX(386)6ll-2114 \�
rum DRAIN � IM � �\ \`
SUCTION LINE CONTUOUS
Digitally signed by TTP GAL
ArR:r Parker Parker Mynchenberg, RESI DENTAL SH/POOL
R *5 BARS D'0.0 P.E.32645 DESIGN FOR
oI8o$o VERTICAL AND `, DN:c=US,st=Flonda, POOLS AND SPAS OF CENTRAL FLORIDA -
° HORIZONTAL 1(TMP) M�/n c h e 1=Holly Hill,o=PARKERca
MAIN DRAIN w RELIEF. o ° MYNCHENBE60& 8
PLUG OR 1• 000°� W
g.,,,,:00 ° n ASSOCIATES,INC, 3
VHTLVE,ir Tear,LIt38 ° berg, Cn=Parker e
Mynchenberg,P.E.
RD«ER° P.E. 32645, DUVAL COUNTY
ema i I=info@parkermyn
chenberg.com i
SECTION 32645 Date)202051,07
5
\ PARKER M'NCHENBERG,PE.432645 SHEET 2 OF 5 '
D
POOL BONDING NOTES.
BODING CONOICTOR
I. BOUIPDTEMTIAL BONDING OF F'eerlTER 7lIlIQ,OCp RByRReS A
O. COPPER BONDING CONDUCTOR SHALL BE BONDED TO THE POOL AND SPA RCSAIR AS \FW'L OR APPARATUSJ
COPPER CONDUCTOR MNRV1 MI AMG BARE SOLID COPPER SHOPS,4 LOCATIONS,MINRSr1 AT!.ACM SEPARATE BODY OP WATER,WING A b ANG J
CONDUCTOR POTION POLLON1 THE CONTOUR OF TLE PEBMETE[ BAR!SOLID COPPER CONDUCTOR.POR NON-CONDUCTIVE POOL 5/818.BONDING
SU6RPACE OF THE POOL FROM ISE TO 24'P11011 THE INdDI WALLS AT 4 POINTS SHALL NOT BE REQUIRED.
OP THE POOL AND 1141014 IS SCOURED WITHIN OR UNDER THE 9. COPPER BONDING CONDUCTOR SHALL BE BONDED TO M!Y.LIRIENT GROUND OPPERIFETER SURFACE 4.TO 6'BELOW
AT .THE PERIFETER THE POOL PUMP MOTOR AND OTHER
ECTRICAL
MPONENTS AS REQUIRED BY
ING SHALL OE
AAD NIn NP1/1 OP 4 Po POINTS`UNNIiF TO THE
��I TeAROUND T SF81 NEC Q. COPPER 66026
EOFmINGIrr LOCATIONS USING IIIII ANS BARE SOLID COPPER PORE.CONDUCTOR d+ALL�x SOP TOtaMEr cwrOlalTa OF \\\\\\\\�.,?=
PERIMETER OP THE POOL.
2. ALL UNDlRGROND OR UNDER SLAB CONNECTIONS SHALL BE BY LISTED MEANS M POOL AND SPA AND M METAL STRUCTURES,INCLUDING,BUT NOT LIMTED TO,ALL
PER PEC 2803. BONDING CABLES UNDER SLAB SHALL EE PLACED AT THE BOTTOM AN DIRAILS.DIVING BOARDS,AND LADDER AXEDSRA/rE LS IN THE POOL AND SPA AND
OP EXCAVATION. AND INCLUDE ALL FETAL WRNS AND ALL PI)®L(TAL PASTS THAT ARE WITHIN SPT.
HORIZONTALLY OF M INSIDE MALL OF THE POOL(SPU AND D FT VERTICALLY ABOVE
S. WOES RmAR IS UTILIZED POR M CONSTRUCTION OP RANTED AND ROOTERS M MAXIMri HATER LEVEL OP M POOL WING e8 ANG BARE COPPER NIRS NOTE I
ADJACENT TO M POOL/WITHIN S PTI,THIS REAR SHALL BE BONDED WING II. ALL POOL AND SPA LIGHTING NICHES SHALL X BONDED TO POOL AND SPA REBAR
TO• ANS BARE SOLID COPPER CONDUCTOR BY LISTED PLANS PER NEC 2503
PER NEC AGO.THE COPPER BONDING GOPDUCTOR SMALL BE BTHE
01mED TO
TAE BONDING CONDUCTOR I®AR AT 50T14 TLE POOL AND M SPA,PER NOTE 8,ABOVE.NNICH SMALL,IN
4. LOCATION OF COPPER BONDING CONDUCTOR,BONDING JUMPERS,AND CONNECTIONS TURN,PROVIDE BONDING OF THE LUMINAIRE NICHES.
SHOPS ARE DIAGRA1HATIC ONLY.CONTRACTOR SHALL FIELD ROUTE TO DETERMINE D. ELECTRICAL CONTRACTOR SHALL CALL FOR M INSPECTION OP M BONDING OP
EXACT LOCATION. SPOOTMING RADIAL CUR 9NALLCOO RA TOM SHAPE OP TIT POOL M POOL AND ITS PIRMETE R SURFACES PRIOR TO COVER-UP OF THESE AREAS.
MAIL!MAINTAINING Y'/OOTH RADIAL CURVES-NO 90'RADIUS STALL BE PERMITTED.
S. RESISTANCE OF THE GROUND SYSTEM STALL NOT IXC®25 01415. _
6. IF REQUIRED,ALL BROOM RODS SHALL BE SA!•COPPER[CLAD STEEL,V LONG NOTE I =
AND DRIVES TO ADEPTH OP 28'BELOW FINISHED GRADE,MNIMPI,AND MACRE
USED STALL B!BODED RISING b ANS EARE SOLID COPPER CONDUCTOR BY LISTED
MEANS PER NEC 2503 TO M BONDING COPDIICTd! 1///��^--\\\\' NOTES 2 AND 5 NOT!I
1. SPECIAL CASES MAY INCLUDE,BUT ARE NOT LIMITED TO,VANISHING EDGE POOLS, If®� '.
POOLS WITH S
ES PERIF/TEM OP VARYING!VERTICAL/GRADES,DIMINISHED PERIMETER IU
SURFACLAK!EDGE PLANTERD,STOP/RETAINING WALLS,AND ZERO-LOT LINES. J/���� .�_
IN THESE CASES,M BONDING CONDUCTOR SHALL B!INSTALLED IN ACCORDANCE
NITM NEC 680.26,NOTE I(AGOVD,AND DIRECTION FROM THC AUTHORITY HAVING BOND JU'PER MNIMr1 SM'DIAMETER -------....,...,..P150-1 POOL MBAR OR
JURISDICTION(ANL.M ELECTRICAL CONTRACTOR SHALL EE RESPONSIBLE FOR NOTE 3 NOTE 6 COMMIX GROUND ROD
COORDINATION OEM BONDING NIT))M AH.LI IN M DETECIINATION OF ITS TTP1CAL TYPICAL DRIVES UNTIL MAXIM/1 7� BONDING CONDUCTOR
APPLICATION OF THE NEC. RESISTANCEP/15EACHVALLE
FOND SUMMER , 25 USED/
IS REACHED
(IF USED) NOT!I
TOTE 9 BOrD willJI!'!'S!
TIT CAL
T-TPICAL
��. _ TYPICAL BONDING TYPES
rililir:
EEPING POOL LT PIXTl1RE 1 • NOTES B 4 NOT TO SCALE
' NTE II l
TYPICAL `
NOTES,
I. SPLICES 11.4ELDED OR KCHUNICAU SHALL Be POMPOM-ED IN
ACCORDANCE 16114 MANUFACTURERS RICO FE DATIONS.
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DIVING BOARD, TYPICAL POOL BONDING ii
PLAN
TRANSFORMER i
NOT TO SCALE 21
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JUNCTION BOX
j _ (IFu9ED1 BONDING LEGEND
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H�j� I.. ..M.. BOND CONNECTION,F!R NEC 2503 /
�� I I �I = PARALLEL TAP CONNECTION,PER NEC 2503 / PARKER t,rr� 4 ASSOC., IMG. o
UNDERGROUND BONDING CONDUCTOR,b ANG(MINIM ng PROFESSIONAL ENGINEER9 LANDSCAPE ARCHITECTS
• I I M25 ROGDHOOD AVENUE MOLLY TILL FLORIDA 92118 g
POOL LIGHT NIC/! 15661 6T1-61991 FAX(5861 6T-2114 /, Y
METAL CONDUITS Q/
OR PIPING SYSTEM • / \ 2'
CONTROL PANEL/ST TYPICAL ` R
POOL ■•
Digitally signed
n�Rncerg. DESIGN FOR RESIDEIATAL SW/POOL £¢
STTENFORCIFIG • Parker P.E.32645 POOLS AND SPAS OF CENTRAL FLORIDA
III°o°IIIIiiill S.HI 1, Florida,
Mynche I-Holly Hill,o=PAflKER
HEATER CAS! MYNCHENBERG& a
TYPICAL POOL BONDING SCHEMATIC nberg, ASSSSOa TCIATkerES,NC., DUVAL COUNTY
Mynchenberg,P.E. _
NOT TO SCALE P.E. 32645,
Email=info@parkelmy
SCHEMATIC NOTES, nchenberg.com '"
I. M EQUIPTEITIAL BONDING OF ALL CONDUCTIVE POOL SELLS,PERIMETER SAVAGES, 32645DAle 202-05007 g
MEIC TALLCQP 'JDN
QTS,UNOE WATER LIGNTNP
G,METAL TTMSS
NGB,ELECTRICAL EQJIPT,
AND PETAL 16RSUYS/CONDIJITS STALL B!IN ACCORDANCE16TH NBC 66026.OR,A9
ACCEPTED BY THE AUTHORITY HAVING JURISDICTION 1441.
PARKER MTNCFINSERG,P.E.452645 ^.AMERT S OF S
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4"DECK .5 BAR AT IT ON CENTER }I/2•TT
TO BE 7 FT LONG ALL SLAM 12)55 RmAR CONT. 5)09 REBAR CONT.
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IN BOTH DIRECTIONS IN
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TURN DOWN FOOTER DETAIL Tyre I TYPE 2 TYPE 2 ON OR TWE POOL SNELL
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ED
r1 `Ne; CONCRETE PAVER OBCK PLACED AT 2 PT ON
EXISTING CONCRETE LANAI OR
I-05 EAR 8, . ,, ` B.3/4•X A / CENTER IN ALL AREAS EXISTING STRUCTURE OR ITS FOUNDATION.
CONTINUOUS
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RIBBON FOOTING CONSTRUCTED AT 6•TNICKNE55. \\/i\\/k ux Ia'PLTWOOo sNSrING
2 FT RETAINING WALL 0 5 REBAR9 AT 6'ON CENTER `O\\! OR Ea1IVALEUT BUILDING
RET41NINe N4L 9000 PDI MRr Mk CONCRETE 1,4/PAIR DEcxBOTH WAYS IN AF2A5 TWAT EXTEND ,\,/1 MATERIAL TO RESTRAIN slDe
F1NM4TIA41LY APPLIED. INTO 7WG ANGLE Q REP09E %\\//� OF EXCAVATION
../1 BACKFILL BE11ND SNORING TO
\\� PREVENT UNDERMINING OP
STRINGER MAY BE DRIVEN '\\! EXISTING 515101(52.
2500 MIN.6UNITE MAT BE 91UBSITIUTED �� INTO GROUND MIN.1' ��
FOR 9000 PSI CONCRETE —POOLE PAVER OR OTNERWSE SUPPORTED PROVIDE NES NO25 AS
USE 6X6 10)10 WWM OR FIBER 1'!544 12'MN POOL 0.'GK TO PREVENT FROM KICKING , APPROPRIATE.
DIRE FOR OPE'4. BEFORE INSTALLING OUT AT BASE. SWELL AS a
ANCHORS. D•MN I �i ` CONTRACTOR SHOULD ATTHTT TO g
�_ SHORING DETAIL RAPIDLY ATS CONDITIONS HILL
'4 � IN LOCATIONS W1-10R EXISTING FOUNDATION 15 ALLOW.TIER!15 NO SUBSTITUTE
r ERICK PAVBRI �•' TWREATENED EY UNDERMINING DUE TO ADVERSE CONDITIONS POR RAPIDLY BACKELLING
PCYJL OeGK J fe AT THE TIFF OF EXOAVATION SNORING MAT BE RLtl/IRED. N TO PREVS4T
UNCERPINO6 OP ADJACENT
STRUCTURE. 2
Tom' �'tIII /ST1? � K BAR CONTINUOUS
I
-nI I PARKER MYNGHENBERG i ASSOC., INC.
'RI III PROFESSIONAL ENGINEERS LANDSCAPE ARCHITECTS g
1121 RIDGE/400D AVENUE HOLLY WILL FLORIDA 32111
*4 BAR CONTINIOU9 I E' I pp I " (986)611-6891 FAX(986)611-2114 \J 5
Y it *4 BAR AT 6'-0'ON CENTER �\TYPICAL. `
III! •4 BAR AT 6'-0'ON CENTER WITH GAL FILLED KITH CONCRETE Dlgltally signed by RESIDENTIAL SW/POOL
14
Ii 441TW0F1LPILLEDW114400 GREE Ii Parker
r PE.3264ynchenberg,5 DESIGN FOR
Mynch 024-US,*1=HoadA. Pools AND SPAS OF CENTRAL FLORIDA
'I 54 BAR AT(2 ON CENTER 'I 4 BAR AT D'ON C.BNfL* 1=Holly Hill,o-PARKER
MYNCHENBERG& A
/ r ASSOCIATES,INC,
fflial en erg M P k 9 DUVAL COUNTY
M oche be P E 5
P.
E. 3z�=
� 24' f 1 1' 32645 01.012/
09.59 24.0500
2 FT 0 ING-1 BLOCK HALL 3 FT 4 INCH BLOCK WALL 4
,` WALL 5000 R51 PUT MX 0ONGIQT! HALL 3000 PSI PUT MX CONCRETE PARKER MTNG44349E126,PL.592645 SHEET 4 OF 5 J
•
9000 P91 GUNITE•HITH(2)9 RBlAR9
CONT.9'BELOW TOP OP YPLL AND
p, 1Y OODAI.
GUNIre WALL
4
iRETAINING HALL TABLE
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Ip rV.9/IMAM TOP PBO7et T4O•
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4-0' 2' ' . 0•
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52.
5'-4• 5'-4' I0• 24•
• 7/ .
5000 1.91 OUNITR 1.0055e------------
(9B TABLE) 1j
S REBAR K.MAX xAOING
GUNITE RETAINING WALL ` ITA ��
Ree4ININ6 HALL 3000•51N
9Cl T MX GO.Vf.IQIT.
RIN4LYLTIGLT APPLIC9.
E.
t
// PARKER r-TYNCI4ENBERG 4 ASSOC., INC.
PROFESSIONAL ENGINttRS LANDSCAPE ARCHITECTS
1129 RIDGEYOOD AVENUE HOLLY WILL FLORIDA 52111
(5861 611-6891 PAX(5861 611-2114 /I _
7
TYPICAL
Parker Dlgitallysignedby RESIDENTAL. SH/POOL
Parker Mynchenberg, DESIGN FOR
P.E.32645 POOLS AND SPAS OF CENTRAL FLORIDA
M y n c h DN t=US,st=Florida,
1-Holly Hill,o=PARKER
MVNCHENBERG&
en berg ASSOCIATES,INC.,crParker 74.
Myfl henberg,P.E. DUVAL COUNTY
, P.E. 3e2645•
mall=info•parkerm
nchenberg.com
32645 0159402-05 '
PARKER HYNOHENBERG,PE*32645 `3HEET 5 OP 5 ,