HomeMy WebLinkAbout19-21519 CITY OF ZEPHYRHILLS
j 5335-8TH STREET
(813)780-0020 21519
RESIDENTIAL SWIMMING POOL
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21519 Address: 39411 LINCOLN AVE
Permit Type: SWIMMING POOL RES. ZEPHYRHILLS, FL.
Class of Work: POOUNEW Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: LINCOLN HEIGHTS
Est. Value: Parcel Number: 12-26-21-0280-00000-0300
Improv. Cost: 31,000.00 OWNER INFORMATION
Date Issued: 7/17/2019 Name: HOWTON, LIONEL M.
Total Fees: 427.50 Address: 39411 LINCOLN AVE
Amount Paid: 427.50 ZEPHYRHILLS, FL. 33542
Date Paid: 7/17/2019 Phone: (813)783-2822
Work Desc: INSTALLATION INGROUND POOL 12 X 25
CONTRACTORS APPLICATION FEES
PAUL SCHAPER CONSTRUCTION INC BUILDING FEE 292.50
REESE ELECTRICAL INC PLUMBING FEE 67.50
PAUL SCHAPER CONSTRUCTION INC ELECTRICAL FEE 67.50
r� V
V
POOL STEEL
Ins ections a uired
POOL DECK& FOOTER
POOL ELECTRIC BOND
POOL PLUMBING/PRESSURE
FINAL
REINSPECTION FEES: (c)With respect to Reinspection fees 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 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, 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 property. If you intend to obtain financing,consult with your lender or an attorney
before recording your notice of commencement."
ONTRACTOR PERMIT OFFI
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
0
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
Permit Type:
Approved w/no comments: Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment shee all be kept with the permit and/or plans.
61OZ 04 lnr
Kalvm 7er—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
V U
EKRE 6.
W11#32045405
June 13,20.19
Schaper Construction Services
813-782-09210
jessschap6r@sch4peireonstruthon.cotn
Subject: 39411 Lincoln Ave
Dear-SchaPerConMrdction Services:
Thank'you for contacting Duke Energy Florida,jorida,LLC for a letter of no conflict regarding;your pool,
construction:,
NO CONFLICTS. Duke Energy Florida;LLC has reviewed our existing facilities at the Above
referenced.address in has fourid.b.6 apparent conflict at the proposed pool location. According
to the drawing(s)you.have provided Duke Energy Florida,LLC has no objection-to the
proposed construction:
Notc Florida'law requires excavators to dial Sunshbie State Ohe CAR off1drida at all to locate
e3dsting,under.ground utilities prior to digging.toavoid personal injury and`damage to equipment
Sincerely;
Lillian Marcano,
Project Cdoirdinator.
Duke Energy Florida,LLC 2166 Palmetto St,Clearwater,FL 33765
F, 813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Received ✓ Phone Contact for Permitting
Owner's Name ri1 ppn Owner Phone Number
Owner's Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS g y s r L;n COI LOT#
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM = OTHER
TYPE OF CONSTRUCTION = BLOCK = FRAME = STEEL =
DESCRIPTION OF WORK Z
BUILDING SIZE I SO FOOTAGE HEIGHT
=BUILDING $—" I,
I b VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL $ `7 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
=PLUMBING $ _tT
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING = SPECIALTY = OTHER \J�1r✓
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA [::]YES NO
BUILDER CI'� COMPANY C d '
SIGNATURE REGISTERED I LyJ,,N FEE 9URREI N
Address �9 y 9 v ` Licen[se# �
ELECTRICIAN rJ COMPANY P.B�rC F tL s Ir.► I ^C'
SIGNATURE !REGISTERED Y/ N FEE CURREt Y/N
Address .1 7��7� License# W6
PLUMBER COMPANY
SIGNATURE REGISTERED Y/N FEE CURREr Y/N
Address License#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURREn
Address I License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRa
Address License#
I III I I I I if I 1 1 1 1 / 1 1 I 1 I 1 11 11 it 11 1 1 1 fill 1 1 1 if 1 1 1 1 11 1 If I I I to I 1 If 11 1 1 1 11
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Storowater Plans w/Silt Fence Installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsliarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O•W Permit for new construction.
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.Al commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
—PROPERTY SURVEY required for all NEW construction.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
If over$2500,a Notice of Commencement is required. (A/C upgrades over$7500)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMITTING (Front of Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage)
Driveways-Not over Counter if on public roadways..needs ROW
1
NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions"
which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any
applicable deed restrictions.
UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or
contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the
contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation
under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the
intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847-
8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign
portions of the"contractor Block"of this application for which they will be responsible. If you,as the owner sign as the
contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco
County.
TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of
use in existing buildings,or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and
90-07,as amended. The undersigned also understands,that such fees,as may be due,will be identified at the time of
permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or
final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact
fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances.
CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,1
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's
Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone
other than the"owner",I certify that I have obtained a copy of the above described document and promise in good faith to
deliver it to the"owner"prior to commencement.
CONTRACTOR'S/OWNER'S AFFIDAVIT: 1 certify that all the information in this application is accurate and that all work
will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is
hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has
commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating
construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also
certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is
my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to:
- Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive
Lands,Water/Wastewater Treatment.
- Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering
Watercourses.
- Army Corps of Engineers-Seawalls,Docks,Navigable Waterways.
- Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment,
Septic Tanks.
- US Environmental Protection Agency-Asbestos abatement.
- Federal Aviation Authority-Runways.
I understand that the following restrictions apply to the use of fill:
- Use of fill is not allowed in Flood Zone"V"unless expressly permitted.
- If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensating volume"will be submitted at time of permitting which is prepared by a professional.engineer
licensed by the State of Florida.
- If the fill material is to be used in Flood Zone"A" in connection with a permitted building using stem wall
construction,1 certify that fill will be used only to fill the area within the stem wall.
- If fill material.is to be used in any area, (certify, that use of such fill will not adversely affect adjacent
properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating
the conditions of the building permit issued under the attached permit application,for lots less than one(1)
acre which are elevated by fill,an engineered drainage plan is required.
If 1 am the AGENT FOR THE OWNER,I promise in good faith to inform the owner of the permitting conditions set forth in
this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work,
plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A
permit issued shall be construed to be a license to proceed with the 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 the Building Official from thereafter
requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid
unless the work authorized by such permit is commenced within six months of permit issuance,or if work authorized by
the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension
may be requested,in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate
justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR
PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGEN CONTRACTOR
Su ri ad and swo to ad)befo me this Sub c'_bed and sworn to(or am a of re a this
by �` q"1,4, by
Who Isfare personally known tome r ss/h ro ced Who ware personally known to me or hastha prod
an' do A as identifi
cttary Public a Notary Public
Commission No. Commission No.
N e Name of
aw Notary Public State of Florida ZOO
Notary Public State of FloridaAlicia Herweh-Cannon Alicia Herweh-Cannon
My Commission GG 218378 My Commission GG 218378
Expires 05/16/2022 Expires 05/18/2022
INSTR#2019092818 OR BK 9915 PG 2391 Page 1 of 1
06/04/2019 09:11 AM Rcpt:2059955 Rao: 10.00 DS:0.00 IT:0.00
PauCa S. O'Nei6 Ph.D., Pasco County CCerk&Comptroa-er
NOTICE OF COIVIlVIENCEMENT
State of FLOPMA County of Pasco
Property Identification No: 12-26-21-0280-00000-0300
THE UNDERSIGNED hereby gives notice that improvement will be made to certain real property,and in
accordance with Section 713 of the Florida State Statutes,the following information is provided in this Notice of
Commencement:
1. Description of property(legal description):
LINCOLN HEIGHTS SUB PB 13 PG 113 LOT 30 OR 1398 PG 325
Street Address 39411 LINCOLN AVENUE, ZEPHYRHILLS, FL 33542
2. General Description of Improvement:Install pool and screen cage
3.Owner Information or Lessee information if the Lessee contracted for the improvement
a)Name and address: HOWTON LIONEL M & DIANE Y
39411 LINCOLN AVE
ZEPHYRHILLS, FL 33542-4638
b)Name and address of fee simple titleholder(if other than owner):N/A
c)Interest in property:Owner
4.Contractor: Paul Schaper,8949 Gall Blvd.,Zephyrhills,FL 33541—Ph:(813)782-0920,Fax:(813)715-4875
5. Surety: Bauer&Associates, 12210 Highway 301 N.,Dade City,FL 33525-$5,000 bond
6. Lender: Name/Address: N/A
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may
be served as provided by Section 713.13(l)(a)(7),Florida Statures:
a) Name and address: N A
b) Telephone No.: Fax No.
(Opt)
8. In addition to himself,owner designates the following person to receive a copy of the Lienor's Notice as .
provided in Section 713.13(1)(b),Florida Statutes:
Paul Schaper,8949 Gall Blvd,Zephyrhills,FL 33541—Ph:(813)782-0920—Fax:(813)715-4875
9. Expiration date of Notice of Commencement(the expiration date is one year from the date of recording unless a
different date is specified):
WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF
COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART b SECTION 713.13,FLORIDA
STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY.A NOTICE OF
COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IF YOU
INTEND TO OBTAIN FINANCING,CONSULT YOUR LENDE AN ATTORNEY BEFORE MMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA —
COUNTY OF PASCO — ✓ G.
r of Owner r 's Auth rued Officer/Director/Partner/M er
Print Name
The foregoing instrument was acknowledged before me this 0 13 day of I Niq ,20 tq ,by
JDInM `{- QLkNion as Oc1�re1(_j (type of autho 'ty,e.g.officer,trustee,
attorney in fact)for (name of party on behalf of whom instrument
was executed).
4j,14-
Personally Known OR Produced Identification r/ Notary Signature
Type of Identification Produced Ft O2. L'-c:� Ic
:'••., KATHRINMROSINSON
, ��`•: Notary Public-State of Florida
Commission p GG 321&68
?oaF<°�`J My Comm.Expires Jun 2,2023
Bonded thro*National Notary Assn.
.; TATC OF FLORIPA,COUNTY OF PASCO
Is IS TO CERTIFY THAT THE FOREGOING IS A
1 'F
J UE AND CORRECT COPY OF THE DOCUMENT
°ak��kr Q FILE OR OF PUBLIC RECORD IN THIS OFFICE
IMP
( NI;SS MY HAND ANP OFFICIAL SEAL THIS
. a e DAY OF 2
PAULA S.O'NEIL,CLER &COMPTROLL
®-FI������ BY �{I`~,,.� DEPUTY CLERK
MI
a �
General Notes
to the following conditions.
j The swimming pools and spas consist of one-piece fiberglass reviewed and recommendations made by the
General
RDP.The building official 1.The construction and pool/spa installation comply with this report N
construction shop-formed over a mold.The material is fiberglass must approve the RDP's report before work is completed. and the manufacturer's instructions. y
reinforced plastic(FRP),a minimum of 1/4 inch(6.4 mm)thick, The pool or spa excavation profile must coincide with the contours of 2.Electrical and plumbing installation comply with the respective
w composed of isophtalic resin,vinyl ester resin,and fiberglass.The the pool.The over excavation is minimum 6 inches(152mm)on the codes in effect at the construction site. O
surface finish is a neo pentyl glycol gel coat.Viking Pools produces sides and ends.The over excavation at the pool bottom is minimum 4 3.That all pools are installed in accordance with manufacturer's Q
various styles of swimming pools and spas.When installed in inches(102mm).The backfill for the pool or spa bottom is a layer of recommendations. .O
accordance to Viking Pools installation procedures,the pools and spas 3-inch-thick(76mm)bedding sand matching the pool or spa profile. 4.The pools and spas produced by Viking Pools Northeast,Inc. O
comply with applicable requirements of the following codes: This sand layer is compacted using a manual tamper and water.The 176 Viking Drive Industrial Park,Jane Lew,West Virginia;Viking
2015/2018 International Building Code®(IBC) pool or spa is then set into place using a crane,excavator or manually Pools Central,Inc.,10600 West Interstate 20 East,Midland,Texas; N
2018 International Residential Code(IRC) and be within 1 inch(25mm)of level.Simultaneous waterfill and sand and Viking Pools,Inc.,121 Crawford Road,Wiliams,Califomia; E
1997 Uniform Building Code(UBC) backfill operations then commence.The sand is compacted with a Viking Pools Southea°st,40119 Country Road 54E,Zephyrhills,FL Z
BOCA®National Building Code/2003(BNBC) tamper and water.The installer must ensure that the backfill level and are manufactured under a quality control program with inspections
2018 International Plumbing Code®(IPC) water level are approximately the same throughout this procedure. by Columbia Research(Testing Corporation(AA-527).
2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) After completion of the backfill and plumbing,the decking is placed.
2003 ANSI/NSPI-5 Residential Inground Swimming Pools Decks are prepared as indicated in Figures 1 though 4: d O
2012 ANSUAPSP/ICC 5a Residential Inground Swimming Pools 1.Cantilevered concrete decks are constructed as noted in Figure 1 k
2014 ANSUAPSP/ICC-3 Permanently Installed Residential Spas and in all cases.
Swim Spas 2.Cantilevered decks are constructed with brick or stone as noted O
2017 Florida Building Code 6th Edition Figure 2 in all cases. U
2017 Florida Plumbing Code 6th Edition 3.Raised bond beams are constructed as noted in Figure 3 in all
2017 Florida Fuel/Gas Code 6th Edition cases.
2017 Florida Mechanical Code 6th Edition 4.Aboveground installations are constructed as noted in Figure 4 in
2017 Florida Residential Code 6th Edition all cases.
2006 ANSUAPSP-7 Barriers are required where pools are on premises of UBC Group R,
2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance Division3,Occupancies or IBC Group R Occupancies.The barriers must
2011 ANSI/APSP-16 comply with Appendix Chapter 4,Division 1,of the UBC or Section
2018 International Swimming Pool and Spa Code- 3109.4 of the IBC F"
(ISPSC-ICC) NGG00 ' O M
2007 ANSUASME-A112.19.8 Expansive soils:
2014/2017 National Electric Code(NEC) For installation of pools or spas in expansive soils,the following $N N
2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) additional installation details must be followed subject to code official's A\W S 0R\DG.'r�0�•\ICJ . ,o
approval:
The overall pool dimensions,depths and capacities are shown in �\t`t 0Fp U W ro `o `t M
Table I and Table 4.The units comply with ANSUNSPI-5,specified in 1.All surfaces adjacent to the pool or spas must be excavated to a .�E 5
Section AG103.1 of the IRC,and IAPMO IGC-2000`,specified in the minimum depth of 12 inches(305 mm)beneath the pool bottom 0 �yp�,�wC + Go M S X
UPC.
and minimum 6 inches(152 mm)behind the pool walls. Q�"'" �Q`a Q M M W X LL
m
Models described in Table 2,Table 3,and Table 4 can be placed up 2.Any soft or loose soils exposed by step I must be removed until O Q m
surfaces must or wood decking.Unless or without to 19-1/2 inches(49.5mm)above ground.These pools and spas may be exposed material is solid.If the soil is still soft and loose,the upper a E ro I c''
laced with concrete less elevated 6 inches(152 mm)of all horizontal excavation be o °' M
pM
portions of the units are protected from sunlight by soil berms,decking, scarified and compacted with mechanical equipment.The °�% c v? C,
etc.,these portions must be coated with a UV-inhibng opaque paint compacted surfaces and the excavated wall surfaces must be #, .� It c �o
maintained in a moist condition until the first lift of backfill or fill is +.- 'o
that is compatible with the laminate.
All plumbing must comply with the IPC or UPC.Electrical work must placed against the surface.The term compaction implies any t 'tea ;� Y fl.a- $ M Go
comply with the code in effect at the construction site.The pool and spa method necessary to consolidate the native and fill materials to O > Z c ui ui c
must remain full of water at all times.A permanent sign,bearing the keep the pool or structure from settling.
following statement,must be attached to the pumping equipment: exca
vated The bottom area of the pool or spa must be backfilled c o o c0 o
E
Notice-The pool or spa is designed to remain full of water at all times. with granular import material to approximately 6 inches(152 mm) o < C Mar La a
The pool shell may be damaged if the water level is allowed to drop
below the bottom of the pool or spa,wetted and compacted. m O t a <
below the skimmer.When appreciable draw down is noticed or if it 4.The remaining 6 inches(152 mm)must be backfilled beneath the Reviewed by: Q H U vl
becomes necessary to drain the pool or spa,contact Viking Pools or its pool or spa and outside the pool walls with compacted clean sand.
dealers for instructions. The pool or spa must be filled with water as backfilling progresses Donald R.Poindexter,PEE
N C E .C
A permanent label must be installed adjacent to the above sign to a level equivalent to that of the backfill.The backfill must be ® Florida Lic.No.64901 > J >+
indicating the Viking Pools dealer's name,address and telephone placed in compacted layers of approximately 6 inches(152 mm) 4119 Trinity Dr Santa Rosa CA 95405 CO W C — Q
number. while a uniform height of backfill is maintained around the pool or VI N G POOLS Phone 707-494-8761 U N
spa.
5.Positive surface drainage awayfrom the perimeter of the
Installation Procedure: �and s .THE STANDARD of FIBERGLASS . i.J V
z Viking pools and spas may be installed without a soil investigation by surrounding deck is required and critical to installations in highly u�pauuuuaky�p�u�
a registered design professional(RDP),subject to the building official's expansive soils.Surface area drains and surface drainage swales
approval,provided none of the following conditions are encountered at or subdrains must be placed as needed to prevent pending or P
R' O, 0'"% ,
the site: saturation of the soil around the perimeter and vicinity of the pool to ��►� •C E N s+•'•����:
1.The existence of uncontrollable groundwater within the depth of prevent excessive shrink-swell or volume changes in the soil. I I Expansie Soils O�:•�.� IN'•'.•�'
the pool or spa excavation. �:• 7 ��� •:�
`" 2.The existence of an uncompacted fill in contact with any portion of Identification: opage:5
3 Figures 1-41
r- the pool or spa. Viking pools and spas are identified by the following information * Page
3.The existence of any soil types with an angle of repose that will not imprinted on the top step of the pool or spa:manufacturer's name(Viking Pool Models
support the walls of the excavation at desired slopes. Pools)and address,pool or spa model designation,a coded serial
i 4.Danger to adjacent structures posed by the proposed pool or spa number and the evaluation report number(ESR-2014). p 7 Spa Models&Hydro Zone ModelsSTA
TE0F
w location The units also bear the label of the quality control agency,Columbia ••'•., �+ ��
5.The existence of any cracks or openings in soil that would not Research&Testing Corporation(AA-527). aO�•�.••.�
a confine sand or 1/2 clean gravel bedding.
-J
If any of the conditions above is encountered,excavation must cease Findings: That the fiberglass one piece swimming pools and spas are 0NA�.
E immediately.The specified conditions at the site must then be in compliance with the above listed codes as noted in ESR-2014 subject Length,o isen and depth a ed edge of up to 3%-all trrnnraruHnN���� of P dimensions are to outside coping,measured MAY 17 2019
Z from parallel fines.
i. ...... . . .,.... . .. ......-. .. ... . .... ... ...
N
O1
TABLE 1- POOLS
TABLE 3- SPAS
Acapulco IAC 16'x39' 13'-6",6' I 167001 5001 5 TypeD ,, •.
v • • •i
> Astoria IFRX i5'-10",40' I3'-6",7' I 156001 5481 6 T pe 0 IMystic M i0'x 10' 3'4" 550 64
W
Barcelona IBAR 16'x38' I3'-6"x7' I 185001 5181 5 T pe 0 J IPlacid IBOS 18'-4"x8'-4" 13' I 4751 451 61F-
Z
Cambridge ILN 16'x36' 13'-6",7 I 180001 4511 6 Type 0 I Regal IRG V x 10 3'-4" I 600 52
Cancun Deluxe Iccx 16'x 35' 4'-3",6'-6" I 1i5001 3811 6lType 0 I IRoval IRY 18'x 10' 3'-4" I 6001 63
1 61
Carmel 1FF 13'-8"x30' I3'-6",6' I 120001 3451 6 Ty e 0 I jShasta Ius 7'x7' 3' I 4201 31j
Claremont Iv 14'x 33' 3'-7",5'-4" I 117001 4161 6 Ty e 0 I Superior Ics jW x 12'-5" 3' I 7001 731
Corinthian RT16 115'-10",40' 13'-6",7' 154001 5631 6 Type 0 Tahoe LOs 7-6"x 7'-6" 3' 450
Hermosa VFTL 6'-10"x 10'-7" 10" 200 50
Delray B 11'-10"x 25'-5" 4'-6" 8100 2641 6 Ty e 0
Fiji IFJl 15'x 34 13'-6",6 I 120001 3751 4 Type 0 I C
Gulf Coast IGC 15'10"x 39'-7' 3'-5",7-11" I i96001 5061 4IType I I — _--1- Cl)
Island Breeze II IBN 16'x40' 13'-6",8' I 220001 5851 4ITypel
Ke West 18FF 12'x25'-7" I3'-7",6 90001 2301 6 Ty e 0I TABLE 4- POOLS o LL ,I
a
La una LG 14'x 30' 3'-6",6' 10000 3101 5 Type 0 '•
L
lake Shore lCD 16 x 33' 13'-7", Z - 2
5'-5" 15000 4801 4 Ty e 0 C_ o
HZE WGE 8'-6"x 18' 5' 3600 127
Malibu ICRUD 112 x 26 13'x4 7" 44001 2091 5 T pe 0 j
_ _ —
Mediterranean IBP 15'-8"x38' 13'-7",5'-11" I 170001 5121 4lTvpe0
O Q
Monaco AT 16'x 40' 3'-8",8' 21000 585 4 Type I Reviewed by: Q J H U vi
Type
Donald R.Poindexter,PEE N C E .E
Ocean Breeze OB 16'x 40' 3'-6",5'-8" 18900 585 4 T e 0 2- L Florida Lic.No.64901 > -� >,
TABLE POOLS a7 4119 Trinity Dr Santa Rosa CA 95405 w c Q
Olympia FR16 16'x 35' 3'-6",6'-6" 15250 510 6 Type 0 Phone 707-494-8761 U N
B '• a see:
' 4'-6" Varies Varies 5 Type 0 • •D u��WNuuualaUn►xiq�yi CD
Panama II BL 12 x(35'-45 4-6 �V
�0R..P411y "% .J
Rockport RP 14'x 30' 3'-7",5-11 12800 314 4 Type 0 AL STS'•�\Ci E Ns � 'rJ►y
LL Sea Breeze K 14'-8"x 33'-9" 3'-5",8'-2" 16000 378 4 Type 0 I MTK I CM I No. 1 ..\
* Page
St.Thomas L 14'x 31'-6" 3'-7",7' 13700 396 4 Type 0 I B I LD
Z
STATE
Z
a
Triton TN 14'x30' 3'-7,5'-11" 13500 338 4 Type 0 ,(►'• � R,pP, y�
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Valencia ST 14'-4"x 27-7" 3'-7",5'-10" 10000 288 4 Type 0 ONAL ���� of 8
"n�nirn�unx�!AY 17 Z0�
W M1
Z
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F IG 1 Length,width and depth may vary up to 3%-ai
.r dimensions are to outside edge of coping,measured
n• from parallel lines.
TYPICAL CANTILEVER CONCRETE DECK
6"X6"-W1.4XW1.4
N 3'MIN. WIRE MESH OR
REBAR NO.3,ON 2'O.C.
9,. EACH WAY.
> SLOPED 1/4"=1'
_� 6" 10"I.
Cl)
I-
I : O
_J__.____. :..4I I Z
10 I 1/4"GALVANIZED FOR CLAY
CHAIN
3"THICK COMPACTED SOIL ONLY. FIG.2
SAND(TYPICAL) CONCRETE DECK
4"MIN.THICK COMPACTED
GRAVEL FOR CLAY BRICK OR NATURAL NTH 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. REBAR NO.3,ON 2'O.C.
FIBERGLASS EACH WAY.
6" POOL SHELL SLO ED 1/4"=1' ,,
12" - 10"FORCLA0 1/4"GALVANIZED (ADOBE)Y C�I
CHAIN SOIL ONLY.
3"THICK COMPACTED }' op A r`
SAND TYPICAL)4"MIN )
.THICK COMPACTED (n W c M M M ov
FIG.3 GRAVEL FOR CLAY t. m `. V
(ADOBE)SOIL ONLY. O ) o .. x m
TYPICAL BOND BEAM SAND OR 1/2"CLEAN GRAVEL O 'O ti rn
CONSTRUCTION g" -- FIBERGLASS O Q_ E oo
POOL SHELL
. .... •• • ' ;tI
3 MIN. O) Z T A
8" •_ 't o
BACKFILLED DIRT
O \/ c
REBAR NO.4,ON 2'O.C. t c O EACH WAY. O COM ° a Reviewed by: +' ( U -
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Donald R.Poindexter,PE
FIG.4 Florida Lic.No.64901 E > J (a ,
x N :_ =_ L
n. 4119 Trinity Dr Santa Rosa CA 95405
12JaLr
10" TYPICAL ABOVE GROUND INSTALLATION Phone 707-494-8761 V `$ a
seal:13"THICK COMPACTEDSAND(TYPICAL)4"MIN.THICK COMPACTED MAXIMUMGRAVEL FOR CLAY 19 1/2" OPTIONALLL (ADOBE)SOIL ONLY. MOUND DIRT WOOD DECKNO•64901 AROUND POOLR 1/2"CLEAN GRAVEL APPROX.6" Page
GLASSw '� " POOL SHELL — II 3
�' STATE OF '•�'
of 8
Z - 6" nninnnttAY 17 2019
IItr
4
0
as
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b
W
p
OCEAN BREEZE-OB Z
GULF COAST-GC Monaco-AT 18,900 gal.approx.
TRINIDAD-TND 19,600 gal.approx. 21,000 Gal.Approx.
1 19,300 gal.approx.
m_____ _____ _____ _____ H1!
3' ' m ISLAND BREEZE II-N V
MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K
17,000 gal.approx. 14,000 gal.approx. 16,000 gal.approx. d•
22,000 gal.approx. 0
34'_8" 35______ 29'-5 � oro
O o �
op m O u LL LL T
C rn
$ LAGUNA DELUXE-LGX •� c °°
a ________ __ 2
3' " GULF SHORES-GS MONTEGO-MT 9,000 gal.approx. Y a
a M N C C c 15,000 gal.approx. 12,400 gal.approx.
s m CARIBBEAN-MR �}
17,000 gal.approx. ? t o r
c
oI MQM � Ea = tea
E 30' 31'6" 30 W L X Q LL
P Reviewed by: O (� J > U uj
Donald R.Poindexter,PE J m E f
Florida Lic.No.64901 �'. i ] J __ __ 1 4119 Trinity Dr Santa Rosa CA 95405 j j N
Phone 707-494-6761 U
i4
SANTA BARBARA-RS ST.THOMAS-L TRITON-TN ���1�,wiui"°"""'��i� cu
12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. `�` 0 R• PQ/�O '�i�
27'_7" y` •'•••
34' 33' QOM• .��� •••� s
LL
STATE
of 8
: /L0Ro ;/ i 4.
VALENCIA-ST N� �`�
E FIJI-FJI LAKE SHORE-CD 10,000 gal.approx. NAY 17U19
7 ZU19
12,000 gal.approx. 15,000 gal.approx.
z
ii
0
31' 25'-1"
26'
m fV
{j fV fV
BERMUDA-AL
POSEIDON-PS CHESAPEAKE-CP FREEPORT-FP ER gal.approx. O
17,500 gal.approx. 10,500 gal.approx. 6,000 gal.approx.
26'
39' 23'-11"
II
o 3'-2" TROPICANA-MP
Er- " 3'.6i MALIBU-CRUD 2,500 gal.approx.
j g o 4) SB 000 ga'approx. 4,400 Gal.Approx.
■
1€ ACAPULCO s 700 gal. prox. C
1 30' 0 rn co
AVAILABLE TO 39' V♦ ^ rn C c;
IN LENGTH o �� A
)f
. .. O M li W W li
CLEARWATER-SP LL
O
`9 3,600 gal.approx. LAGUNA-LG
10,000 gal.approx. 3'-5" Z m coo T A
{ PANAMAI-BL
-BL
Gallons Vary Y Ois a M
O >
AVAILABLE TO 45' 6 O Q d o t t
30' IN LENGTH
J
Reviewed by: Q J U
Donald R.Poindexter,PE E J O E L
Florida Lic.No.64901 t9 s
MAUI-MTK 4119 Trinity Dr Santa Rosa CA 95405 _ -�
2,300 gal.approx. Phone 707-494-8761 U tC N
PANAMA II-BL 1n�Iaiulinrn .�.d (�
ROCKPORT-RP Gallons Vary ��%V0 q,
12,800 gal.approx. �� Piy4j
16' s
* Page
1 z 1 �• 3TATE0 g s � 3'-10" `_° 0�E►.'��0R1�c4/
m KINGSTON-AP Oceania-BHGI lnnniea 17
E $ 17,500 Gal.Approx. 19,300 Gal.Approx. Venice-TGEN2019
z G 16,000 gal.approx.
m 2w
ii
25'-T'
24,_10„ 25,_5"
3'-7" in
U)
KEY WEST-BFF BAJA SSFF DELRAY-B
9,000 gal.approx. 9,000 gal.approx. 8,100 gal.approx. Z
36 30'
m �
3'-6" CARMEL-FF JAMAICA-LD
CAMBRIDGE-LN 12,000 gal.approx. 3,750 gal.approx.
{ 18,000 gal.approx.
38' C.)
'
22' 33____ ___________ ♦J
HMI
w
v L M M V ! X
AbA
5,200 Gal.AppRroox. Barcelona-BAR CLAREMONT-V ^O '� o LL
18,500 gal.approx. 11,700 Gal.Approx. O { _ E
0)
35' 35' Y 0.a M
26' �-
Q hHReviewedby: vi
Donald R.Poindexter,PEE N c E
6'-fi 3' 4'-3" Florida Lic.No.64901 —� to j,
OLYMPIA-FR16 FR16 EMPRESS-FR12 4119 Trinity Dr Santa Rosa CA 95405 cu w c o
15,250 gal.approx. 7,600 gal.approx.
Phone 707-494-8761 V }j N
CANCUN DELUXE-CCX Seal:
11,500 gal.approx. pgtlgrUUyUr�rj� }� V
15' d r 1 43
n o Pa
T-�6' 'a• STATE OF
ge
0. Majesty-FR14 4 2,450l.approx. "+ S 't�' . ��j� `"fit'
11,200 gal.approx. ONA1.
Coronado
Gal.Approx.
-pppro BHBI �Irnnnu+�"��' of Z MAY 17 1019
IL
C6
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T
N m O
PLACID-BOS SHASTA-LRS MYSTIC-M
REGAL-RG TAHOE-LOS Z
475 Gal.Approx. ROYAL-RY 600 Gal.Approx. 450 Gal.Approx. SUPERIOR-CS
600 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx. 550 Gal.Approx.
mo
S c 10'
12.5.. 7,
vga
m ��
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3 4 3
3.9
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PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY-LRSSW MYSIC SPILLWAY-MSW
475 Gal.Approx. 600 Gal.Approx. 600 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx. 550 Gal.Approx. O ro
N rn , C'1
ry
OR M
16'
15-6" U wv V
6
10-7
4 B'-10"
Z rn
o
L 0
10" 10 - ->
SEMI CIRCLE TANNING LEDGE -TSCT HERMOSA-VFTL RECTANGLE TANNING LEDGE -RTL O Z c ui ui c
400 Gal.Approx. 200 Gal.Approx. 400 Gal.Approx. O a t a 2
n m a
Reviewed by: I..- m 5 U 'L
Donald R.Poindexter,PE N
Florida Lic.No.64901 > J t0 t0 €j,
4119 Trinity Dr Santa Rosa CA 95405 N '13 = M
Phone 707-494-8761 V N
Seal
16' 18'
a``` aa�a,��uan�urrnun �
asF
; 1 %
- Page
3.2"
z POOL-HZE POOL-HZDXS
w 3,600 gal.approx. 2,600 gal.approx. STATE OF t
2019 of 8
17
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SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
04
aDEBRIS REMOVAL SYSTEM
> SUCTION OUTLETS IN SERIES LOW HI (n
-90°ELBOWS F-
VENT COVER MAY (OPTIONAL)DEBRIS O
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CANISTE
WATER LINE
PUMP
L2NDDRAIN
LOOK DRAIN
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1Ya"0 VENT LIN TL
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HI PIER
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM=16'MAXIMUM=3E 18"MIN (EXAMPLE) PU ■
24"MAX `
�-O OR EQUAL TO (■/)
CIRCULATION LINE OUT TO OPTIONAL WATER FEATURE(S)OR SPA �
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GENERAL NOTES STANDARD NOTES
1.USE T SCHEDULE PIPE. �I
1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURERS RECOMMENDATIONS. 2.DD NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE. _y,�
2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC-BUILDING 3.CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS MORE THAN Ir ABOVE WATER LINE. FIBER OPTIC LIGHT TJOINT _
9: V I()
2007 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2007,INCLUDING 2009 SUPPLEMENT AND 2017 FB DE
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3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. SKIMMER K 3"MAIN DRAIN
4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME Al 12.19.8-2007 AND DRAIN COVERS MEET THE s�++--++��R'(1
REQUIREMENTS OF ANSVASME Al 12.19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND ANSVAPSP/ICC-7 2013 STANDARD. RETURN 3-WAY VALVE O
5.THIS DRAWING WILL SUPPLEMENT CONTRACTORS SPECIFICATION DRAWING ON FILE. FOR METHODS AND ■■(�■�' V/ {p x
MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON PLUMBING v O LL LL LL
FILE WITH THE BUILDING DEPARTMENT. I. O ch
6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. SPILLOVER O L E
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7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES }•. 3 (9 O) C7 h
OF MERCURY IN 3 SECONDS V!- Z
6.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM m 0000 1 I
9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. .. _
O
1.,1. Z L O O
SUGGESTED DETAIL O /� C O a
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VENT COVER MAY BE GUTTER
DRAIN SUCH AS HAYWARD o
_ MODEL SP-1019 Reviewed by: - Q (a J _ O
(COVER MUST COMPLY MATH
ANSIIASME A112.19.BM 'a rn
SUCTION OUTLET
(MAIN DRAIN) 2 �°ELBOWS Donald R.Poindexter,PE E J c E -E
E ` Florida Lic.No.64901 > N "a
E s� 0 r MIN 4119 Trinity Dr Santa Rosa CA 95405 W •— p"
C 5`` r IMUM D STANCE Phone 707-494-8761 U IV
TO VENT TEE
L's SUCTION OUTLET r 0 CONNECTION=V FINISHED GRADE
0 Seal: /1
I T (MAIN DRAIN) `}'� V
E ALL SUCTION 1X"0 VENT LIN\/ NNq\\1UINIIINI1Nlyp,, !t
PIPING 20 .• V* \�0
ALL VENT TO ``�9•r= 'y
PIPING tYi" �1(( � � • VEN
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"0 .To-t 41" L8Of8
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01
v " ALTERNATIVE SUCTION OUTLETS SYSTEMMAY INCLUDE 1 ON THE BOTTOM AND ONE ONOPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ONVENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLSSTAwLL NOT BE BLOCKED BY DEBRIS,INSECT INFESTATION,OR
w MICROBIOLOGICALCONTAMINATIONDUAL SUCTION OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM ' /OuTO BE INSTALLED IN ACCORD WITH SECT 424.2.6.6 2007 FLORIDA BUILDING CODE:BUILDING i�
E AND SECT R4101.6.6 2007 FLORIDA BUILDING CODE:RESIDENTIAL,INCLUDING 2009 SUPPLEMENT, HnrrrllNlQr1�\j v 1 7 019
W 20102014 FLORIDA BUILDING CODE:BUILDING AND 2017 FLORIDA BUILDING CODE:RESIDENTIAL
Z 2013 ANSVAPSPACC-7 Suction entrapment Avoidance
61
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