HomeMy WebLinkAbout15-16546 CITY OF ZEPHYRHILLS
5335-8TH STREET
(sis)�so-oo20 16546 �
� RESIDENTIAL SWIMMING POOL �
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PERMIT INFORMATION ' LOCATION INFORMATION
Permit Number: 16546 Address: 39051 3RD AVE
Permit Type: SWIMMING POOL RES. ZEPHYRHILLS, FL.
Class of Work: POOL/NEW Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 12-26-21-0000-03800-0000
Improv. Cost: 32,000.00 ! OWNER INFORMATION
Date Issued: 9/01/2015 Name: MERCER ERIC W & MARLENE
Total Fees: 352.50 Address: 4488 W 168TH ST
Amount Paid: 352.50 CLEVELAND OH 44135-2553
Date Paid: 9/01/2015 Phone: 813-777-9090
Work Desc: INSTALL INGROUND SWIMMING POOL 14 X 30
CONTRACTOR S ! APPLICATION FEES
WAYNE CRAWFORD CONSTRUCTION INC BUILDING FEE 292.50
FETZ ELECTRIC INC ELECTRICAL FEE 60.00
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� Ins ectionsiRe uired
POOL STEEL
POOL DECK & FOOTER
POOL ELECTRIC BOND
POOL PLUMBING/PRESSURE
FINAL
REINSPECTION FEES: (c)With respect to Reinspectionlfees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater;for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this properly 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, state agencies or federal agencies.
The payment of inspection fees shall be made before any further permits will be issued to the person owning same
"Warning to owner: Your failure to record a notice of commencement may result in your paying twice for
improvements to your properly. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
CON CTOR PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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� DU KE '�,
�. ENERGY�
WR#1071505
August 27, 2015 ',
Eric Mercer
390513rd Ave
Zephyrhills,FL 33542
waynec@tampabay.rr.com
Subject: 390513rd Ave.
To whom it may concern:
Thank you for contacting Duke Energy Florida,LLC for a letter of no conflict regarding your pool
construction.
NO CONFLICT: Duke Energy Florida,LLC h s reviewed our existing facilities at the above
referenced address and has found no apparent coriflict at the proposed pool location. According
to the drawing(s)you have provided Duke Energ�Florida,LLC has no objection to the
proposed construction.
Note: Florida law requires excavators to dial Sunshine State One Call of Florida at 811 to locate
e�risting underground utilities prior to digging to avoid personal injury and damage to equipment.
Sincerely,
Christa Terkeurst
Project Coordinator
Duke Energy Florida,LLC 4121 Saint Lawrence Dr,New Port Richey,FL 34653 1
_._
�i��i�i i��i�iii�i iiiii i����li�i����i��i�ii����i ii�i��ii�i�j�
This Instrument Prepared By: 2gig1�i2�32 �f�•
� Name:Wa ry��e Crawford Coastructian,Inc. Ropt:1710�24 Rec: 10.00
I Address:4732 US Hwy 98 North p5: 0.00 IT: 0,00
Lakeland.PL33809 09/03/2015 J. R. , Dpty Clerk
Permit#:
N4TICE OF COR!iMENCEMENT PAULR S 0'NEII.,Ph.D PRSCO CLERK & COMPTRpLLE
STATE OF Ftorida 09l@312015 09:21am 1 of 1
COUNTY OF Pasca OR BK C�2�'j PG 3941
TI lE UNDERSTGNED hereby gives notice that improvement will be made to certain real pxoperty,and in accordance with Chapter 713,Florida Statutes,the following
lnformetion is pravided in this Notice of Commencement.
t.Desoription of property(legal description and street address if availabie):BEG AT A POfNT WHICH[S 444.40 F7'EAST&50.00 FT NORTH OF THE S W COR
Address:39051 3RD Ave Zephyrhills,FL 33542 OF TI-IE NW Y.OF'ffTE SW%.OF SEC 12 TH NOR1'H
2.General description of improvement:Bu'tid pooi,cpncrete deck and screen enciosu�
3.Owner informat'san Erie Meccer
A.Name and Address 3945 t 3'�'Ave.
Zephyrhills,FL 33542
{if otrser than owner);
4.Conuactor
A.Name and Address: Wayne Crawford Constructian,ine. 4732 US Hwy 9&Nocth LaJcelared,FL 33809
B.Phone Number:(863)853-9500
C.Fax Number(optianal,if fax service is accepkable):(863)859-4285
5 Surety•
A.Name and Address:
B.Phone Number:
C.Amt.Of Bond:$ �
D.Faac Idumber:{aptiona�,if f�service is acceptabte}:
6.Lcndcr_
A.Name and Address:N/A
B.Phone Number:
C.Fax Number(optional,if faac service is accepkable):
I7.Persons within the State of Florida designated by Owner upan whom notices ar other documentation may be served as provided by Section 713.13{1)(a)7.Florida
Statutes;
A,Name and Address:
B.Phone Number:
C.Faac Numher(optional,if faac service is acceptable}:
&.In additian to himsel�Chvner designates the foliowing person{s}to receive a copy of the Lien Notice as provided in Section 713.i 3(1}{b),Ftorida Statutes:
A.Name and Address:
B.Phone Number:
C.Faac Number{optionai,if fa�c service if acceptable):
,
I9 Expiraiion date of Noticc of Commencement(thc axpiration date is]yeaz&om the date of recording unless a different daGe is specified)
' Swom to and subscribed before me by �Y�G �1. ��YL-�a"
Wha is persanally Imown ta me or praduced �'--
As identification,and who did__kt'ake an oath,this day of V • �
20� j E��
Signature ofNotary� �.,�._. Signaiure of �
Printed Name ofNotary �Ffc ra �_�( Q� �y n/1�/�� ��
Commission No.lExgirati0n Date, !,�—1 n -}{;},�a( Owner's Printed Nam • �'r �•• f�� !l
s�: .3 �U 5�/ ,��' � � �� .
Owner's Address. '
ALL FNFORMATION MUST BE TYPEPI OR FRIN'TED LEGtBLY TQ COMPLY WI'1'H RECORDING REQUIREMENTS. /�-�✓����� /' ,J j '" �`
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;��,�,,,, Alexandra M. Marulanda �� � C��
- State ofi Fiarida
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%. �'My Commission Expires 44/i Q/2019
" " Commission No, FF 216469
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5`TATE QF FLORlUA, COUN"CY OF PASCO �°
TH{S!S TG C�R`fIFY THAT THE FQREGOING ES t1 ��' a�
TRUE AND C:ORRECT COPY OF THE DOCUMENT • � .
4N FILE dR OF PUBLIC REGORD EN TH1S QFFICE � * m�a�ttive r,wr • �
WiTNESS MY HAND ND OFFICIAL SEAL THIS � ' •`' ' I
�'Q� DAY 0 �_2 '0� � � . �
PAULA S O'NE1L, CL RK&COMPTRO��ER t887 �
BY`� � C�.�'� EPUTY CLERK ��'��'�F�,.�����
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s�saeo-oo20 �ity af Zephyrhills Permit Application Fax 813-780-0021
Building Department ,
Qate Received � J """�7 `�Fj Phone Contacfi far PermittFn O�J .}t _ e3 7�C7
Ov+rner's Name �--���—�' y r LC'-i��`�.-,. Owner Phoee Number . ��`��� � �S�
Owner"s Address �� � �� ��E Ow►ner Phone Number �^ �
Fee Slmple Tltleholder Name �— � Owne�Phone Number � �
Fee Simple Titleholder Address
JOB ADDRESS c��CI� ` .3� �CJI� LOT# �___�
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SUBDtVtSION �� i I p,�cE�.�rna� 12 -2b-2���at�'p- p ��pa�- 'Q�d�
I (OBTAINED FROM PROPER7Y TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/AlT IQ StGN Q Q DEMOIISH
INSTALL 8 REPAIR I
PROPC}3ED 11SE Q SFR Q GOMM I[� OTHER t�,7C..-
TYPE OF CONSTRUCTION [] BLOCK [� FRAME C� STEEL Q
pE3CRIPTION OF WORK �`°I� �.O ��C..., cJ(,7 �i
BUILDING SiZE
� � SQ FOOTAGE C-� HEIGHT ��
II.DiNG $
�`,�p�p VALUATION QF TOTAL CONSTRUGTION
QELECTRICAL �;6 � AMP S�RVICE Q PROGi2ESS Ei+tERGY Q W.R.E.jC.f �
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QPI.UMBING $ �
QMECNANIGAL $ VA�UATIQN OF MECHANICAa.INBTALLATION � ��: ���'"
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OGAS Q ROOFiNG. Q SPECIAl.TY IC,� OTHER t �� .,nr} ;G�
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FINISHED FLOOR ELEVATIONS FLOOD Z4N i AREA QYES NO � t � � �� G�'
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BUILpER i�����j} .a�' ��OMPANY ��`��� �.��k�7F� �Ot.1��C'�u�-L`d��} �
SIGNATURE ���V ��� REGI57ERED Y/ N FEE CURRE� Y/N
Address �� ��- w � � j ,r� License# ��� 1���� �
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' ECTRtCI ��� � ��Q� V COMPANY Z� '
SIGNATURE REGISTERED Y/ N FEE CUFtRE� Y/N
Address r y �Llcense# }
P�UMBER COMRANY
SIGNATURE REGISTERED Y/ N FEE CURREA Y/N
Address license# � Y�
MECH11[�11GAE. COMPANY
SIGNA7URE REGISTER D Y/ N FEE CURRE� Y/N
Address License# � �
OTHER COMPANY
SIGNATURE REGI8TERED Y/ N FEE CURRE� Y/N.
Address - License# � �
RESIDENTiA1. Atiach(2)Plot Plans;{2)sets af Bullding Plans;(1)set af Enargy Farms;R-O-W Permit for new construction,
Minimum,ten(10)working days after_subrri�thdl date. Requlred onsite,Construction Plans;Stormwater Plans w/Stlt Fence installed,
� Sanitary Facilltles 8�1.dumpster 51te Work Permit for subdivislonsAarge projects
CQMMERC(AI. Attach�3)camplete sets of Building Plans plus a t.tfe Safety Fage;(1}set of Energy Fanns.R-O-W�ermit far new canstructlon.
Minimum ten(10)working days after submlttal date. Require�onsite,Constructian Pians,Stormwater Plans w/Silt Fence installed,
Sanitary FaciliUes&1 dumpster.Site Work Permit for all new pro}ects.All commercial requlrements must meei compllance
StGN PERMIT Attach{2}sets of Englneered Plans.
""PROPERTY SURVEY required for all NEW constructian.
DFreatlon$:
Ffll out applicaUon completely.
Owner&Contractor sign back of appticatlon,notatized (
tf aver 52500,a Notica of Commencement is required. (A/C upgrades iver�7500j I
" Agent(for the cantractor)or Power of Attomey(far the awner)would be someone with notarized letter from owner authorizing same
DVER TFlE COUNTER PERMIT7'ING (Front of AppllcatEon Only}
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Foa#age)
Drlveways-Not over Counter if on pubtic roadways..needs ROW
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NOTiCE OF DEED RESTRICTIONS: The undersigned under.�tands that this.p�rmit.may be.subJect to"deed"restrictions"
which may be:more resteictive than County regulatlon�. The undersigned assumes responsibility for comptlance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CANTRACTOR RESPONSI�ILITIES: If the owrner has hired a contractor or
contractors to undertake work, they may be required:to be:ilcensed In acco�dance.with state.and•local regu0ations. If the
contractor ts not flcensed as required by law, both the owner an� contractor may be ctted for a misdemeanor violatfon
under state law. If the owrner or intended contractor are uncertaln as to what Iicensing.requirements may apply�for the
intended work, they are advised to contact the Pasco County BuildOng Inspectlon Divislon—Licensing Sectlon at 727-847-
8009. Funhermore, If the owmer has hired a contractor or contractors, he Is advised to have the contractor(s) sign
portions of the "contractor Btock" of this application for whlch they wilt be responsible. If you, as.the owner sign as the
contractor, that may be an indication that he is not properly flcensed and is not entitled to permitting privileges In Pasco
County.
TFtAWSPORTATION IIIAPACTJUYILITIES IMPAC7 API�RE�OUR�E RECOVERY�EES: The undersigned understands
that Trans�ortation Impact_Eees and-Recovr�e Recov�.ry.Fses en�yap�6y to.the construction of new buildtngs, change of
use in existing buildings, or.expansion•of�existing'buildings, as sp�clfled.in Pasco County Ord(nance number 89-07 and
90-07, as aenended. The undersigned also understands, that such fees, as:may be�due,.wlll.be identified at the time of
permitting. It fs fur�her understood that Transportation Impact Fees and Resource Recovery�Fees must be paid prior to
receiving a "certificate of occupancy" or flnal powrer release. :If the project does not (nvolve a certificate of occupancy or
final power release, the fees must be paid prior to permit Issuanc�. Furtherrryore, if Pasco.County Water/Sewer Impact
fees are due, they must be-pald prior to permit lssuance-in accordance with applicable Pasco County ordinances.
CONSl'RUCTION LIEN LA1N(Chapter 713� Florlda Statutes, as �mended): If valuation of work is$2,500.00 or more, I
certify that I, �he applicant, have been provtded writh a copy of the "Florida Construction Llen Law—Homeowner's
Protection Guide° prepared by the Florida Department of Agric.ulture and ConsumerAffairs. If the appl(cant Is someone
other than th�"owner", I ce�tify that I have obtained a copy af the above.descrlbed document�and p.romise in,good faith to
deliver it to Qhe°owner"prior to�commencement.
CONTEtACTOR'SIOWNER'3 AFFIDAVIT: I certify that�II the Informatidn in thi� applicatlon is accurate and that all work
will�be done in compliance with all applicable laws �egulating construction, zoning and land development. Application is
hereby made to obtain .a permit to do work and Instailatlon as Indicafed.• I certifjr that no work or installation has
commenced prior to issuance of a permit and that.ali work will be pertormed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land dedelopment regulation��in the jurisdiction. ( also
certify that I u�derstand that the regulations of other government �gencies may�apply�to the intended work, and that it is
my responsibility to identify.dvhat.actions I must take to be•In:.core�pllan�. Such agenc(�s inelude but are.not Iim(ted to:
- Department of Env(ronmental Protection-Cypress.�Bayheads, Wetland Areas and Environmentally Sensitive
Lands, Water/Wastewater Treatment.
- Southwest Florida Water Management District-W�IIs, Cypress. Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corp§of Engineers-Seawalls, Docks, IV�vigable Vllatennrays.
- Department of Health 8. Rehabilitative Serv(ces/Environmental Health Unit Well.s, Waste�tater Treatment,
Septic Tanks. � .
- US Environmental Protectfon Agency-Asbestos abatement.
- Federal Aviation Authority-Runway�.
I understand that the following.restrictions apply to the use of flll:•
- Use of fill is not allowed in FYood Zone"V"unless expressly permttted.
- If the fill mat�rial is to be used in �Fload Zone "A", It_ (s understood that a drainage plan addressing a
°compensating volume" will be submitted at time of per:mitt(ng which is prepared by a professional engineeP
licensed by the State of Florida.
- If ihe fill material is to be used in Flood Zone °A" In>connection�with.a permitted building using stem wall
construction, I certiry that fill.wlll.:b.e used only.to.fill the a�ea within the stem�wall.
- If ffll material 6s to be used in any area, I certify th�t .use. of such flll will not adversely affect adJacen4
propertfes. If use of flll is found to adversely:affect adJacen� proper�ies, the owner may be clted for v(olating
the conditions of the bullding.permit Issued under the attached permit application, for�lots less than one (1) ,
acre which are elevated�by flil, an engineered drainaga plan is required. ,
If I am the AGENT FOR THE OWNER, I,�promise In good faith to in#orm the owner of the permitting conditlons set forth In '
this affidavit prior to commencing construction. I understand that a•.separate permit may be requtred for electrical work,
plumbir�g, signs, wells, pools;, alr condEtioning, .gas, or other Install�tfons not spec�fically included�in.the application. .A
permit lssued shall be construed to be�a I(cense to proceed with th�work and not as authority to violate, cancel, alter, or
set aside any provisions of the technical codes; nor shall issuance�of a.permit prevent th�Bulldirig Official from thereafter
requirtng a correction af errors In.plans, construction or violatlons of any codes. Every permit issued shall become invalid
unless the work authorized by such permit�is-commenced�w(�htn sfx rnonQhs of permit issuance, or if work authorized by
4he permit is suspended or.abandoned for a.period of six(6)months.�fte�the 41me the work fs commenced. An extension
may be requested, in writi�g; from the Building,Officia6 for a perlod,not to.exceed ninety�(90) days and wrill demonstrate
justifiable cause for.the extension. If work ceases for ninety(90)cons.ecutive days,..th�job�is.conside�ed abandoned.
WARNlIVG TO OWNER: YOUR.FAILURE.YO..RECOt2D A.NOTIGE OF�COMMEtdCEMENT �IIAY RESULT IN YOUR
PAYIPIG TWICE.FOR IMAROVEMENTS TO..YOUR>PR�OPER7Y. IF YA.U�INTEND�T��OBTAIN�FIf+FANCING;�CONSULT
4NIT Y UR E. D O AtV�A7TORN�Y B FOR�. , ECOR� G:• OUR' O �C 'OF� ' E CE EN �
FLORIDA JUt�AT(F.S. 1.17.03)
OWNER OR AOENT COPITRACTOR�/v _�`
Subscribed and swom to(or afliRned)before me this Subscrlbed and'swom to(or affl edpbefore me'thi
by :by..
WF�o Is/are pe►sonally knovm to.me or has/haye produced Who ts/are personatly knovm M me or ha�lhave produced
�s identlflcatlon. as IdenBflcatlon.
Notery Public Notary Public
Commisslon No. Commisslon No.
Name ot Notary typed,printed ar stamped Name of Nolery iyped,printed or stamped
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
CantractorlHomeowner: � �e �
Date Received: �f �''(' �
slte: ����f ��r�
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Permit Type: � '7 � �-� �� Y�r�l ���'��
Approved wlno comments. Approved w/the below comments: ❑ Dezued wJthe below comments: ❑
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This comm nt sheet s a 1 be kept with the permit and/or plans. `�
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Kal wi -- ans Exazniner Date Contractor and/or Homeawner
(Required when comments are pxesent)
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VGB 2008 COMPLIANT
" "f�~�� For Mvltiple Drain Use Only
17 5 � P M F I B E R G L A S S P O C�L S U C T i Q I� �"G� � �75 6PM-Submerged
��; Life:7 Years
Floor or Wall
CMP 25215-000-000
Read and keep these instructions for future reference. Always plumb and insta!!all suction fittings according to a!!building codes that appty in your area.
, WARNING:When using two or more suction fittings on a common suction line,suttions must be separated by a minimum of 3 ft or they must be located on two
dsfFeren#planes{i.e.one on flaor and ane an the waE3).
WARNING:DO NOT locate suction outlets on seating areas or on backrests for such seating areas.
� The maximum flow rating for this sudion fitting is 175 GPM. This suction fitting is designed for installation on side wall or floor of portable spas,hoY tubs,or pools in
conjunction wi#h at least one other suction fitting per pump. DO NOT adapt suctian frttiing to any pipe size smaller than ASTM 2°SCH 40 PVC Suction fitting and
fasteners should be observed for damage or tampering before each use. Missing,broken,or cracked sudio�fittings shall be reptaced before use. Loose suction fittings
shall be reattached or replaced before use. Mount suction fittings an the walls,in the foot welis of portable spas,hat tubs,or pools. Do not mount diredly under seats.
Follow a31 winterizing instructions and recommendations of your paal and spa professfonal. Oper�area of the suctian cover is 12_�inz
Head Loss
E (Pa x 103}
TOOLS NEEDED: 32 I
Hole Saw,Torque Wrench, Phillips Head Screwdriver
16
lNSTAl.LATION INSTRUCTtONS
1. Using hole saw, cut/drill the instailation hole,
2. !f optional gasket is used,gasket must be placed o 40 �0 3ao ��o
around threads of suction wall fitting at this time. Ftow(Gpnn�
3. Place threads of wall fitting through hole from the Resultsmayvary-thisdaWispravidedfarreferenceonly.
inside{water side) of tubJpool. REPLACEMENT PARTS
4. Install nut from dry side of tub anto the threads of
the wafl#itting. -��E't�"��, ���°-
5. Using torq c ,torque nut to 44.0 ft.Ibs. ,�`-�";�� �=="����' �" _ �'�
ue wren h < ? -:�:::,�;�:�_� � �h,��,�.,.,,.-�F i
t���<: ''" a � �
(60Nm) ,;;p� .�:..�f;, ---_. _ -
=:='-°"' � r_–�__=.
6. Verify that the suCtion cover fs praperty tightened Ys�=-L=-.Y-�''' �'_'�`~_-�
and secured with stainless steel screw. �zszrs-oox-oo3 �='=��="
�"spec'�'iescolor) 25215-000-002 252T5-000-004
SUCTION COVER WALL F(TTING GASfCET
NOTE:If silicone is used on fitting,verify that silicone is cornpatible with
ABS and PVC plastics. �''~,,�,'--�==���; �Replace alf partc within
(�'r"`�;I�} �` 7 tastaited years or
CAUTtdN:DO NQT over-torque fitting. Excessive torque can cause R����' '":� immediately upon
premature failure af threads or damage to suction �`��` g adation
evidence oP de r
ZS215-tXt0-007 67t108-083-2+1t1 or damage,
fitting increasing risk af entrapment. NUT SCFtEW
N07E:fn the event#E�at a�e suction outlet is completeiy blocked,the remaining suction outlet(s)serving that system MUS7 have a flaw rating capable of#he full flow of
, the pump(s)far the specific sudion system.
� NOTE:lncreasing size of the pump may increase flow rate of suction beyond rated safety limits tausing entrapment or death.
, CAUTIQ(V:F{air or body parts blocking#he spa or poo)suctions may become trapped and heid against the suctian fitting. Entrapment
againsYthe sudion fittings can result in drowning or other severe injury. Never sit on or lean up againsY suction fittings.Never exceed the
,maximum allowabie flaw rate stated on the suctia�fitti�g. The suction fitting and fasteners should be inspected for damage or tarnpering
before each use af the facility. Missing,broken,or cracked s�vdion fittings shall be replaced before using this facility. Loase suction fittings
shall be reattached or replaced before use of this facility. �
{
WARNtNG:Ta reduce the risk of drowning fram hair and 6 1dy entrapment,inskall suctian fittings with a marked flow rate in gallons
per minute that exceeds the flow rate of your system by at least 25%.Always use multiple suction outlets. If the fitting/cover breaks,is
damaged,or is missing,shut the system down immediately.�o nat use the system until damaged parts have been replaced. ,
WARNING:Keep hair and clothing a minimum of 12 inches fram all suction fittings and drains at all times.Persans with long hair should �
secure hair to a minitnallength or wear swimming cap.Children should rtever be left unattended at any time in a swimming poal,spa,or I
bathtub.Be sure the temperature of the water never exceeds the manufacturer's recomrnendations �
I
sb1213 CUSiCJM MOLDED PRODUCTS � 36 NERRiNG ROAD, NEWNAN, GA 30265 �WWW.C-M-P.COM
�
YARD GUARI�P4►�L Gt�'TE ALARM YG-03-vvww.poolalazms.cum Page 1 of 1
view ail departments i Having some traubte? Cor�taCt us
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� � � � i I� � r�r�J� Description � .. �._....__,. �
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Depac�ments Home > h :1lwww.po�lalarms.com>ALARMS-DQOR,GATE
ABUNEGRGIUND FENCIN� �
YARD G�IARD 1POQL GAT€Ai.ARN@ YG-03
ACCESSORIES
ALARMS-DOQR,GATE
AtARMS-POQL �
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C0INMERCTAL DRAIN COV'ER5 :.� ;
INGROUND FENCING '..•.;O�.�".
MAIN DRAIN COVERS �!;
MAIN DRAINS � ;i�' .;'`s,�ry•--t
.,� .,��.•.�� �►
-"a}�'�'�tc. #e-'at-:�'.(.-=� -1 ,..
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PET POOL/WATER SAFETY '� '�����;_.��
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SICNS
S1/RS SYSTEMS
WALL DRAIN G05fERS �
W�4l1 DRAIN5
WATER RESCUE
D�taised Description �
������I�� Convenient Single Butto� Pass! Reset Operation 120 d8 Alarm Sir
Minimum 95 dB at 10 feet 7-Second Delay Aliowed for Adult �
ViE1N BASKET Through All�Hardware Inctuded for Gate, Doa� or Window Mount �i
ACCOUitlT IPlFO by ETl.to Ut.2017 and CSA Standard C22.2 No. 2Q5 AuCo l.ow 8at
Chirp Water-Resistant Door Alarm and Gate Alarm or Window A
REQU�5'f CATALt7� Always On Device as Required by Barrier Codes Afways Reset
R�DRESS B�DOK ��fl��y ���e in 30 Seconds After Last 5witch Activat'ron +Car
Manua!!y Reset or will Aut+omatica!!y Reset in 3 Minute�Rtarrn Gae�
Immediately�When Triggered as Required by 6arrier Cades Operate
f - 9-Vott Battery (not inc1.} Bilingual InstaitationjOperation Ma
(Engtishl�rench)
Abaut Site Account Privacy Contact q
Home �s Map Login �Pat9cy Us F�
�o,�ar� �i�e.��������p�
http:!/www,paolalazms.com/S�'ARD-GUARD-PQOL-G TE-ALAR:M-YG-03iproductinfol... 7127/2012
TDH CALCULATOR !
GALLOiVS = 10000 TURNOVER RATE HRS. = 8I = GPM PIEEDED 21
WATER FEATURE(SEE NOTES PAGE 2) I = GPIVI NEEDED 0
T,OTAL GPM NEEDED 21
BEFORE PROCEEDING-SEE PIPE SIZING TABLE(PAGE21 TOI USE THE CORRECT
PIPE AND FITTING SIZE IN REIATIONSHIP TO THE VELOCITY AND GPM NEEDED
�
SUCTION SIDE VELOCITY� 8 RETURN SIDE VELOCITY � 10
QTY QTY
STATIC LIFT 1.5 1.5
1" 0 0 0 0 :::::NOTE:::::::::::
1 1/2" 0 0 0 � 0 FLEX PIPE IS 40%
2" 65 65 58 � 58 MORE RESTRICTIVE
2 1/2" 0 0 0 � 0 THAN RIGID PIPE
3" 0 0 0 0 (SEE PAGE 2)
4" 0 0 0 0
6" 0 0 0 � 0
8" 0 0 0 � 0
1" 0 X 2.5 = 0 0 X 2_5 = 0
S 1 1/2" 0 X 4.0 = 0 0 I X 4.0 = 0
2" 5 X 5.7 = 28.5 5 I X 5.7 = 28.5
2 1/2" 0 X 6.9 = 0 0 � X 6.9 = 0 Maximum Flow Rate 21 GPM
3" 0 X 7.9 = 0 0 � X 7.9 = 0
4" 0 X 11.4 = 0 0 � X 11.4 = 0 Pipe Size
6" 0 X 16.7 0 0 � X 16.7 0 Brench 2 Inch
8" 0 X 21.0 0 0 X 21.0 0 Trunk 2 Inch
Return 2 Inch
1" 0 X 6.0 = 0 0 X 6.0 = 0
1 1/2" 0 X 8.4 = 0 0 � X 8.4 = 0 Pump Jlanufacture Model HP
2" 1 X 12.0 = 12 1 � X 12.0 = 12 hayward MAXFLO sp2305x7 0.75
21/2" 0 X14.7 = 0 0 � X14.7 = 0
3" 0 X 16.4 = 0 0 � X 16.4 = 0 Main Drain Jlanufacture Model Rated For
4" 0 X 22.0 = 0 0 I X 22.0 = 0 CMP 25215-000 175gpm
6" 0 X32.7 = 0 0 � X32.7 = 0
8" 0 X 49.0 0 0 X 49.0 0 Main Drain Configuration
2 drains sep by 3'
1" 0 X 1.4 = 0 0 X 1.4 = 0
1 1/2" 0 X 2.1 = 0 0 � X 2.1 = 0
2" 0 X 2.6 = 0 0 I X 2.6 = 0
2 1/2" 0 X 3.1 = 0 0 � X 3.1 = 0
3" 0 X 4.0 = 0 0 I X 4.0 = 0
4" 0 X 5.1 = 0 0 � X 5.1 = 0
6" 0 X 8.0= 0 0 � x 8.0 0
8" 0 X10.6 0 0 X10.6 0
CONVERSION TO 100'LENGTH PIPE� 1.055 -► 0.985
PIPE,FITTING AND STATIC LIFf TDH� 9.94 , PIPE AND FITTING TDH� 9.85
SKIMMER 2" 1 X 3.0 = 3 FILTER 7
(SEE TABLE PAGE I3)
MAIN DRAIN' 2 X 1.5 = 3 HEATER 1 X 7.0 = 0
(*SEE SUCTION CLEANER NOTE) (HOW MANY?)
3-WAY VALVE 0 X 12.0 = 0 3WAY VLV 0 X 12.0 = 0
SUCTION CLEANER� no X 9.0 = 0 SOLAR No X 15.0 = 0
(•SEE NOTE PAGE 3) YES OR NO (YES OR NO)
EXIT LOSS 0.3
(SEE TABLE PAGE 2)
TDH SUCTION SIDE 16 TDH DISCHAI�GE SIDE 18
I
TDH FOR COMPLETE POOL 34 TOTAL GPM NEEDED 21
I
SEE PUMP CURVES FROM MANUFACTURE TO DETERMlNE PUMP SIZE i
� f
Nigns with the entlre Strainer cover seais �;
' Max-Flo line for seamless � with less than a'/a tum ;
� retrofit installaGons i
Clear cover to Imow when Pressure testable to
ihe 6asket needs cleaning 50 psi maximum ,
, All models include
1�"x 2"union
connections �" r � Heavy-duty motor
" t•� �:�t
��. �
' .Advanced hydraulics for �
� in�reased efficiency and Easy to service witli just �
priming ability 4 bofts to remove �
Optional riser base
Self-priming(suc6on lift up F .. (SPX2300GR)provides
to 8'above water leve� _ alignment with Sta-Rite� �
, ra- P ,
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,,"; :` , __ _ yn - ro
:�,.
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_ .. . •- --- - ..__.... . - - D a
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Max-Flo XLM Pump � � � � � � 5 �
a� e• e ��-: a
ENERGY EFFICIENT MAX AATED SINGLE-SPEEO
--�-------.___I�_�,_----___i-__-_---.�-_�,�-- --- ---�i___._-"----
Max-Flo XL is the latest addition to SP2305X7EESP'( 0.95 ' 3!4 � 1.27 i 115/208-230 ; 1.5°X 2° 13 3/4" � 1 ' 34 Ibs
i � i � � �
the proven Max-F1oTM line, ft's the SP2305X7EE rj 0.95 �N �a � 1.27 , 715/208-230� 1.5"x 2'��_ 13�a" �_1^�� 341bs
STANDARD EFF�CIENT MAX flATED SIN6LE-SPEED
ideal self-pnming, medium-head SPZ3o5X;�� i 0.95`� �a �i 1.27+f 1151208-230±�1.5"x 2"`� 13�i" � 1 � 34 Ibs
pump for entry-level new construction SP2307X10 I, 1.25 ; 1 i 1.25 � 115/208-230 i 1.5°x 2" � 14Ya° ( 1 j 37 Ibs
SP2310X15 i 1.65 ! 114 � 1.1 i 115l208-230 ! 1.5"x 2° ! 15Ye° � 1 � 42 Ihs
and aftermarket applications. SPZ3,5X2o � 2.10 ! 2.0 i 1.05 I 115/208-230 .� 1.5°x2° � 15Ye° i 1 I 451bs
�,�m_-------�._------' -------
� STANDARD EFFICIENT MAX RATED OUAL-SPEED
Max-Flo XLs advanced hydraulics -------..___ ;____.,__-----;_----.- ,._�.- ----,,-----_--_____�_____�---
SP2307X102 i 1.25 . 1 1.25 � 230 � 1.5"x 2" i 15° I 1 ! 41 Ihs
deliver the performance and SP2310X152 � 1.65 I 114 ! 1.1 � 230 � 1.5"x 2° { 1534" I 1 I 43 Ibs
SP2315X202 I 2.10 i 2.0 � 1.05 y 230 , 1.5°x 2° ' 16° I 1 i 46 Ibs
reliability pool pros need, while its 'Prwides366PMa[�urveAperAPSP-15.
silent operation, conveniences and
MAX-FLO XL FLOW VS TOTAL HEAD
exceptional value will make it a 80.0
favonte with pool owners. � 70�0 i --------------------- ----------- --
� i
aso.o , --------- ------ ----- --------
� I
0 50.0 ------ - - - -- -----
9.69 9A6 A O 40.� '
_-"___-__"_-"'___-' ----' ---_ '____ _"_" -'__-_
� �
2
� � 30.0 ' ---- --- --- -
� SPp15X2o
ca�e�� �
n.te - 20.0 ------- -- - ---- --- -------'- ---
�.� - SP2315%202(LOw)
I m � 10.0 - --- - -- -------- -- ---- -
srss�oxiezM� �oanl� s�onno srz3ioxis
�.ae e.ie 0.0 � saz3annozc�nw) srrsosx�sr
e'� 0 � 20 40 60 SO 100 120
ROW(GPIU�
To take a closer look at Max-Flo XL or omer Hayward products,go to Max-Flo J(L Series Pumps
wuwu.hayward.com o�call 1-888-HAYWARD. are listed by:
- C UL US
��� ������ NSF
620 Division Street I Elizabeth,NJ 072D1 O
�Harrard is a reg�red trademaik and Mm-Flo and
A M�c-Flo lfL are tra�emaMs af Ha}ward Industries,Inc.
�2013 HaNvard Industries,Inc
Sha-Hite and Dyna-Pro are regis[eretl Uademarks ot PrnlairWater Pml antl Spa,Inc. LRMAXFLJ(L13
� 1
CITY OF / / / / BUILDIN�
ZEPHYRHILLS DEPARTMEN7'
OF ADDITiON OR CORRECTION
�
� • • - •
�
ADDRESS DATE PERMIT�,
i�- � .�/�u� %�--61-i ' `�"�j
THIS JOB HAS NOT BEEN COMPLETED. The following additions or corrections shall be made before the job
will be accepted.
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It is unlawtul tor any Carpenter,Contractor,Builder,or other persons,to AFTER CORRECTIONS ARE MADE CALL
cover or cause to be wvered,any part of the worfc with flooring,lath,earth 780-0020 FOR RE-INSPECTION
or other material,until the proper inspector has had ample time to approve i
the installation. C—�
OFFICE HOURS 7.30AM-4:30 PM MON.-FRI. INSPECTOR
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SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
C4
DEBRIS REMOVAL SYSTEM
a-
SUCTION OUTLETS IN SERIES LOW j\ HI W
2-90°ELBOWS VL/ 0
VENT COVER MAY (OPTIONAL)DEBRIS
BE GUTTER DRAT CONTAINMENT z
CANISTER
WATER LINE
�� TO PUMP
ANTI-VORTEX LOOK DRAIN nom` n
2ND DRAIN (SUCTION OUTLET) 20 OR LARGER \ HI LOW
1Y22"0 VENT LIN (SUCTION OUTLET) CIRCULATION LINE
(EXAM HI FILTER
ATMOSPHERIC VENT PIPE LENGTH
•
MINIMUM=16'MAXIMUM=30' 18"MIN PLE) pUl„1 U
24"MAX
"0 OR EQUAL TO
CIRCULATION LINE OUT TO OPTIONAL WATER FEATURE(S)OR SPA
LEGEND 'wT1' ht NM c'7
1.USE 2•SCHEDULE 40
GENERAL NOTES STANDARD NOTES:
PIPE iii 03 00
1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER'S RECOMMENDATIONS. 2.DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE. L
/
3.CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS C FIBER OPTIC LIGHT TINT U (n 1" r'
2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC-BUILDING MORE THAN 18'ABOVE WATER UNE.
2007 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2007,INCLUDING 2009 SUPPLEMENT AND 2010/2014 FBC-BUILDING AND RESIDENTIAL. 4.KEEP VALVES WITHIN 5'OF THE PUMP AND/OR FILTER M
3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. SKIMMER 3"MAIN DRAIN = N W O M M
4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME A112,19.8-2007 AND DRAIN COVERS MEET THE
REQUIREMENTS OF ANSVASME A112,19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND ANSI/APSPIICC-7 2013 STANDARD.
>..fi�� RETURN WAY VALVE O M j� X
5.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE.FOR METHODS AND .� LL
MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON PLUMBING O LL
FILE WITH THE BUILDING DEPARTMENT, (( 7
LL
6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. SPILLOVER ` E co M
7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5INCHES ^ice M i
OF MERCURY IN 3 SECONDS Zco
8.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM ..r
9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. C L O �• M
Oo L
O
O C C O
SUGGESTED DETAIL DRAIN O
Q � EaLa
VENT COVER MAY BE GUTTER O J ~ V LL
SUCH AS HAYWARD
MODEL SP-1019 Reviewed by: _
-$ (COVER MUST COMPLY WITH
ANSVASME Al 12.19 !AM)
3 SUCTION OET
(MAIN DRAIN) 2-90 ELBOWS Donald R.Poindexter,PE J M
Florida Lic.No.64901 t4 A
� > C E
2835 Bowen St.Graton,CA 95444 — •— o,
- SEA 2"T 12 FINISHED
>
, ' IMUM DISTANCE Phone!Fax 707 494-8761 V > N
TO VENT TEE
2.O CONNECTION=r FINISHED GRADE
m m SUCTION OUTLET r '�
C° (MAIN DRAIN) 2•
R n
ALL SUCTION 1y2"0 VENT LIN / /`
D
p���```\ `'• PQ�N ,/'O�i�i
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•CD ALL VENT •'2"4) � '�
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.64901
t a _
. * Page
NOTES:
LL v,m E
0 134"0
ALTERNATIVE SUCTION OUTLETS SYSTEM 's•.�
I
x MAY INCLUDE 1 ON THE BOTTOM AND ONE ON
THE VERTICAL WALL OR ONE EACH ON STATE OF ;• `
OPTIONALATMOSPHERICVENT •• p •t,� \
th -ENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS (�•, p,o r`,•;�V\��\
Z WILL NOT BE BLOCKED BY DEBRIS, f\
w INSECT INFESTATION.OR ••••
MICROBIOLOGICAL CONTAMINATION
S/ONAL E'�G��```�•
DUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM wrs /2j!l11J//81111I11IIIII1IIla5Y`!L 2 3 2015 of 7
TO BE INSTALLED IN ACCORD WITH SECT 424.2.6.6 2007 FLORIDA BUILDING CODE:BUILDINGE J u
AND SECT R4101.6.6 2007 FLORIDA BUILDING CODE:RESIDENTIAL,INCLUDING 2009 SUPPLEMENT,
BT 2010/2014 FLORIDA BUILDING CODE:BUILDING AND 2010/2014 FLORIDA BUILDING CODE:RESIDENTIAL
Z 2013 ANSIIAPSP/ICC-7 Suction entrapment Avoidance
N
LL
0 10'
co is
7 O
Z
PLACID-BOS REGAL-RG TAHOE-LOS SUPERIOR-CS SHASTA-LRS MYSTIC-M
° 550 Gal.Approx.
475 Gal.Approx. ROYAL-RY 600 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx.
E 600 Gal.Approx.
10'
10' 10' 7-6 12'-5..
> o>
N O 5o b °D
N d
2'6. 3'
r� cm 3' •
UI
'" J7 ___
M M LRSSW MYSIC SPILLWAY-MSW-
PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY 475 Gal.Approx. 600 Gal.Approx. 600 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx. 550 Gal.Approx. .a
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- Reviewed by:
� 'S "O rn =
Donald R.Poindexter,PE E (� J ca E
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Florida Lic.No.64901 > 0)
16' 2835 Bowen St.Graton,CA 95444 LJJ c cL
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N m° SEMI CIRCLE TANNING LEDGE -TSCT HERMOSA-VFTL -O STATE OF,7 •
z r m 400 Gal.Approx. 185 Gal.Approx.
w m ., .� L Q R,Q P• �.
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CHESAPEAKE-CP FREEPORT-FP BERMUDA-AL 7,000 al.a prox. KEY WEST-BFF Z
10,500 gal.approx. 6,000 gal.approx. g p 9,000 gal.approx. 7,500 gal.approx. 8,100 gal.approx.
36' 30'
II
14'6"
vo 3-6 I 32J
R m ST. LUCIA-CM TROPICANA-MP 3'-0" CARMEL-FF JAMAICA-LD
L m_ 6,000 gal.approx. MALIBU-CRUD 2,500 gal.approx. 12,000 gal.approx. 3,750 gal.approx. •
CAMBRIDGE- .
�m 4,400 Gal.Approx. 18,000 al,a rox. �./
J 0
L c ma 9 PP
o>m
38' ,�.
33' O
___ V __ to !
L-
CLEARWATER-SP MAUI-MTK Aruba-ARU Barcelona-BAR CLAREMONT-V O M m M
4,000 gal.approx. LAGUN, -LG 2,300 gal,approx. 5,200 Gal.Approx. 19,500 gal.approx. 11,700 Gal.Approx. L S cn h
14,800 gal.approx. 3'-5" 0...
c
AVAILABLE TO 45'
IN LENGTH 18' �- v
m OL XQti
Reviewed by: O J O
m £ 3'-2" Donald R.Poindexter,PE E J M
Florida Lic.No.64901 > - .
PANAMA II-BL c POOL-HZDXS 2835 Bowen St.Graton,CA 95444 W C — '— Q-
14,000 gal.approx. 2,800 gal.approx. Phone J Fax 707-494-8761 ^ U ,�
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c m 3,600 gal.approx.
N N= Oceania-BHGI JUL 2 3 2015 Of 7
z 19,300 Gal.Approx. Venice-TGEN Coronado-BHBI
m w 8 pp 20,000 gal.approx. 13,000 Gal.Approx.
44' 40,
r2
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zo
N
W
W
GULF COAST-GC Monaco-AT OCEAN BREEZE-OB POSEIDON-PS Z
TRINIDAD-TND 19,600 gal.approx. 21,000 Gal.Approx.
18,900 gal.approx. 23,000 gal.approx.
19,300 gal.approx.
39'
40
33'-8" I T
1 3,2„
ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K ACAPULCO-AC
20,000 gal.approx. 17,000 gal.approx. 15,000 gal.approx. 16,000 gal.approx. 15,700 gal.approx.
AVAILABLE TO 39' C") u c.
34'-8" 35' 29'-8" IN LENGTH ♦�
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m.s U ________ 14,000 gal.approx. z
g 3'�" GULF SHORES-GS MONTEGO-MT LAGUNA DELUXE-LGX al.approx. PANAMA I-BL
15,000 gal.approx. 12,000 gal.approx. a o N o
° CARIBBEAN-MR
m 22,000 gal.approx.
m N
3 0 `i
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E 30' 31'-6" 30' 30' n m .tCC a J
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Reviewed by: = J ~ C.?
Donald R.Poindexter,PE E ('6 J
( ____ Florida Lic.No.64901 /�'� > N '5 t
" `f 2835 Bowen St.Graton,CA 95444 `V W N
3 Phone/F x 707-494 761 r U
Seal: i V
I ROCKPORT-RP a�u�u�uuuursnutrurr
SANTA BARBARA-RS ST.THOMAS-L TRITON-TN 12,800 gal.approx.
12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. \���� ��} ...: .•. V� ,�
38 4 .. CE
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g4 33' 27'-7" N60o. 01
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FIJI-FJI LAKE SHORE-CD 9,000 gal.approx.
m 12,000 gal.approx. 14,000 gal.approx. 17,500 Gal.Approx.
z
Il
FIG. I Length,width and depth may vary up to 3%-all
dimensions are to outside edge of coping,measured
M
PICAL CANTILEVER CONCRETE DECK from parallel Ines.
6"X6"-W1.4XW1.4
3'MIN. WIRE MESH OR
o REBAR NO.3,ON 2'O.C.
v 9.. EACH WAY.
n' SLOPED 114"=1'
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li„
12" -.. 10" H
O
z
1�" 114"GALVANIZED FOR CLAY
CHAIN (ADOBE)
3"THICK COMPACTED SOIL ONLY. FIG.2
SAND(TYPICAL) CONCRETE DECK
4"MIN.THICK COMPACTED
GRAVEL FOR CLAY BRICK OR NATURAL WITH BRICK OR STONE
(ADOBE)SOIL ONLY. STONE DECK ', 6"X6"-W1.4 X W1.4
SAND OR 1/2"CLEAN GRAVEL WIRE MESH OR
_ ___. 3'MIN, J REBAR NO.3,ON 2'O.C.
FIBERGLASS EACH WAY.
6" POOL SHELL SLOPED 114" l'
•
6„
12" 10„
-r .-.
' FOR CLAY
1/4”GALVANIZED (ADOBE) C ♦ N chi
1U CHAIN SOIL ONLY. ai
3"THICK COMPACTED L.L
SAND(TYPICAL) W u� r' cn
4"MIN.THICK COMPACTED 0 ao m M M p
GRAVEL FOR CLAY �J''�
(ADOBE)SOIL ONLY. V O N M coo X ti
SAND OR 1/2"CLEAN GRAVEL ^^O , It
FIG.3 6" 't FIBERGLASS C E p g M o
POOL SHELL 0 0 M
TYPICAL BOND BEAM O) z
CONSTRUCTION C
BRICK,FILLED BLOCK, 3'MIN. y ^ j aQ
OR POURED CONCRETE 8" V
BACKFILLED DIRT O 61� Z 0 p O t
t Q � Ea = gin.
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6"X6"-W1.4 X W1.4 Reviewed by: (L3 J V uj
MAXIMUM WIRE MESH OR
24" REBAR NO.3,ON 2'O.C.EACH WAY. FIG.4 Donald R.Poin E dexter,PE _ _
E Florida Lic.No.64901 > W -0 �,
2835 Bowen St.Graton,CA 95444 W
TYPICAL ABOVE GROUND INSTALLATION V N
Phone I Fax 707-494-8761
X x x- seat: llu
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MAXIMUM
3"THICK COMPACTED ' OPTIONAL
1, SAND(TYPICAL) 19 1/2 MOUND DIRT WOOD DECK , •l O.64901 r 'f3
LL - AROUND POOL
4"MIN.THICK COMPACTED 3 Xr"
X GRAVEL FOR CLAY I APPROX 6 ,ifs � ,?C Ptage
STATE OF : .
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SAND OR 1/2"CLEAN GRAVEL 'y O
. 0 0 .
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6" POOR SHELL GLASS - ''/�i /,,,,'/OrNAL 11 ���`\``\\��
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TABLE 1- POOLS
• ' ' ' TABLE 3- SPAS
v Acapulco AC 16'x 39' 13'-6",6' 16700 500 4 Type 0 •• • _ • •
Aruba ARU 11'x 22' 3'-6",5' 5200 177 5 Type 0
a • •••••
> Baja SFF 11'-10"x 25' 3'-8",5'-6" 9000 229 5 Type 0 Mystic M 10'x 10' 3'-4" 5501 64 6
Barcelona BAR 16'x38' 3'-6"x7' 18500 518 5 Type 0 MysticSpillover MSW 10'x 11' 3'-4" 550 64 C W
Bermuda AL 12'x 26' 3'-6",5'-6" 7000 226 5 Type 0 Placid BOS 8'-4"x 8'-4" 3' 475 45 O
Cambridge LW 16 x 36' 3'-6",7' 18000 451 5 Type 0 Placid Spillover BOSSW 8'-4"x 9'-4" 3' 475 45 z
Cancun CC 16'x 35' 3'-6",6'-6" 14000 397 4 Type 0 Regal RG 8'x 10' 3'-4" 600 52 6
Caribbean MR 16'x40' 3'-6"-6'-6" 17000 468 4 Type 0 Regal S illover RGSW 9'x 10' 3'-4" 600 52
Carmel FF 13'-8"x 30' 3'-6",6' 12000 345 5 Type 0 Royal RY 8'x 10' 3'-4" 600 63
Chesapeake CP 12'x 31' 3'-7",5' 10500 292 5 Type 0 Royal Spillover RYSW 8'-10"x 10' 3'-4" 600 63
Claremont V 14'x 33' 3'-7",5'-4" 11700 416 5 Type 0 Shasta IRS 7'x7' 3' 420 31
Clearwater SP 10'-11"x 20' 3'-5",5' 3600 165 5 Type 0 Shasta Spillover LRSSW 7'x8' 3' 420 31
Coronado BHBI 15',34' 3'-6",6'-6" 13000 410 5 Type 0 Superior CS 8'x 12'-5" 3' 700 73
Delray B 11'-10"x 25'-5" 4'-6" 8100 264 5 Type 0 Su rior Spillover CSSW 9'x 12'-5" 3' 700 73
Tahoe LOS 7'-6"x 7'-6" 3' 450 37 6
Fiji F11 15'x 34' 3'-6" 6' 12000 375 4 Type 0
Tahoe Spillover LOSSW 7'-6"x8'-6" 3' 450 37
Freeport FP 12'x 25'-1" 3'-7",5'-S" 6000 213 5 Type 0
Hermosa VFTL 6'-10"x 10'-7" 10" 200 50 •
Gulf Coast GC 15'10"x 39'-7" 3'-5"'7-11" 19600 506 4 Type I U
Semicircle ITSCT 8'-4"x 16' 10" 400 92
Gulf Shore GS 15'-7"x 34'-8" 3'-7",5'-10" 15000 423 4 Type 0
Island Breeze 11 BN 16'x 40' 3'-6",8' 22000 585 4 Type I
Jamaica LD 9'-10"x 19'-9" 3'-2",5' 3750 138 5 Type 0 S
CD
Key West BFF 12'x 25'-7" 3'-7",6' 9000 230 5 Type 0 (J') N a,
Kingston AP 16'x 38' 3'-6",5'-8" 17500 555 4 Type 0 •E••� g ,
Laguna LG 14'x 30' 3'-G",6' 10000 310 5 Type 0 U
Laguna Deluxe LGX 14'x30' 4 ,6' 9000 300 4 Type 0 UJ Lo o
Lake Shore CD 16 x 33' 3'-7",5'-S" 15000 480 4 Type 0 0 i v
Malibu CRUD 12'x 26' 3'x4'-7' " 4400 209 5 Type 0 TABLE 4- POOLS �p M m X ;i LL
Maui MTK 9'-3"x 16' 3'-4",4' 2300 103 5 Type 0 ••• • • • 0 °o M rn M
Mediterranean BP 15'-8"x 38' 3'-7',5'-11" 17000 512 4 Type 0 • `• �" O) m
Monaco AT 16'x 40' 3'-B",8' 21000 585 4 Type I HZDXL WGDXL 8'-6"x 1813'-3",5' •,2800 127 5 N-
-
Montego MT 14`x 35' 3'-7",5'-7' 12400 388 4 Type 0 HZE WGE 8'-6"x 18' 5' 3600 127 5 o v `°i d M
Ocean Breeze OB 16'x 40' 3'-6",5'-8" 18900 585 4 Type 0 a o M N
Oceania BHGI 16',42' 3',7' 19300 516 5 Type 0 0 > N > ci ai
Z a i6 c
Panama I BL 12'x(35'-39') 4'-6",4'-6" Varies Varies 4 Type 0 0 r o o
Cho � L °-
Panama II BL 12'x(35'-45') 4'-G",4'-6" Varies Varies 5 Type 0 O ca X a
Poseidon PS 16'x 40' 3'-6",7' 17500 538 4 Type 0 . F— U
Rockport RP 14'x 30' 3'-7",5'-11" 12800 314 4 Type 0 Reviewed by: 0 (� J uj
Santa Barbara RS 14'x 30' 3'-6",6'-6" 12500 326 4 Type 0 Donald R.Poindexter,PE E J E
Sea Breeze K 14'-8"x33'-9" 3'-S",8'-2" 16000 378 4 Type 0 Florida Lic.No.64901 > cC c� a
St.Lucia CM 12'-3"x 23'-11" 3'-6",5' 6000 211 5 Type 0 TABLE 2- POOLS 2835 Bowen St.Craton,CA 95444 WIILC m N
St.Thomas L 14'x 31'-6" 3'-7",7' 13700 396 4 Type 0 " Phone Fax 707-494-8761
Trinidad TND 16'x 44' 3'-6",7' 19300 562 4 Type 0 MP FP 1,��R�q"��r/���''���ii, /�J
Triton TN 14'x 30' 3'-7 5'-11" 13500 338 4 Type 0 ST ��� � R• POlN� '��'�
Tropicana MP 9'-6"x 14'-6" 4',4' 2500 115 5 Type 0 MTK CM ` :'' , SF•.. .
Valencia ST 14'-4"x 27'-7' 3'-7",5'-10" 10000 288 4 Type 0 DXL l.a6sT o,c �y
s LD o.64901 :'
Venice TGEN 16,40-2" 3-10 ,8-6" 16000 553 5 Type 1 j
Page
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Latham Pool Products Inc. _____________
Project Name and Address
C° DBA Viking Pools
ICC Evaluation Report Number (ESR-2014) Contractor
Latham, NY Phone:(800)833-3800
Jane Lew, WV Phone:(304)884-6954 Fax:(304)884-7198
O Midland, TX Phone:(432)561-9933 Fax:(432)561-9934
-4I Williams, CA Phone:(530)473-5319 Fax:(530)473-5393
Zephyrhills, FL Phone:(813)783-7439 Fax:(813)783-7214 Date