HomeMy WebLinkAbout19-21554 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21554
RESIDENTIAL SWIMMING POOL
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21554 Address: 2996 MOULDEN HOLLOW DR
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: HIDDEN RIVER
Est. Value: Parcel Number: 25-26-21-0100-00000-0670
Improv. Cost: 33,900.00 OWNER INFORMATION
Date Issued: 8/06/2019 Name: HYATT, RONALD & REGINA
Total Fees: 495.00 Address: 2996 MOULDEN HOLLOW DR
Amount Paid: 495.00 ZEPHYRHILLS, FL 33540
Date Paid: 8/06/2019 Phone: 813-919-7562
Work Desc: INSTALLATION INGROUND POOL 12' X 26 '
CONTRACTORS APPLICATION FEES
PAUL SCHAPER CONSTRUCTION INC BUILDING FEE 360.00
REESE ELECTRICAL INC PLUMBING FEE 67.50
PAUL SCHAPER CONSTRUCTION INC ELECTRICAL FEE 67.50
Inspections Required
POOL STEEL
POOL DECK& FOOTER
POOL ELECTRIC BOND
POOL PLUMBING/PRESSURE
FINAL
REINSPEC77ON 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 yo rty. If you intend to obtain financing,consult with your lender or an attorney
fore recording your notice of commencement."
&_— 6���
15=
RACTOR PERMIT OFFI
IT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOlf
C OR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
CITY OF ZEPHYRHILLS
5335-STH STREET
(813)780-0020 21554
RESIDENTIAL SWIMMINGL
'OOP
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21554 Addriss: 2996 MOULDEN HOLLOW D-R*O'
Permit Type: SWIMMING POOL RES. ZEPHYRHILLS, FL -MOP"
Class of Work: POOUNEW Town'Shit., _.J?4"Peo�Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: HIDDEN RIVER
Est.Value: Parcel Number: 25-26-21-0100-00000-0670
Improv. Cost: 33,900.00 OWNER INFORMATION
Date Issued: Name: HYATT, RONALD & REGINA
Total Fees: 495.00 Address: 2996 MOULDEN HOLLOW DR
Amount P * . ZEPHYRHILLS, FL 33540
D aid: Phone: 813-919-7562
,Work Desc;,' INSTAL TION INGROUNP POOL 12'X 26 '
CONTRACTOR(S) APPLICATION FEES
AUL SCHAPER CONSTRUCTION INC BUILDING FEE 360.00
REESE ELECTRICAL INC PLUMBING FEE 67.50
PAUL SCHAPER CONSTRUCTION IN ELECTRICAL FEE 67.50
Ins ections Required
POOL STEEL
POOL DECK& FOOTER
POOL ELECTRIC BOND
POOL PLUMBING/PRESSURE
FINAL
REINSPEC71ON 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."
CONTRACTOR PERMIT OFF109k
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOlf
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit Application FOX-813-780-Ml
Building Department
Date Received -:2 2-�W Ph %vet for Pormittina 1
Owner's Name Ll E in Ue Owner Phone Number 1%1_1— gig _7$a
i ' ' or
Owners Address 111(0 (01"'4 14 01 Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS LOT#
SUBDIVISION PARCEL IONU � -Q100WO-
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADDIALT SIGN DEMOLISH
R INSTALL REPAIR
PROPOSED USE SFR = COMM OTHER I Pnbl inst-571
TYPE OF CONSTRUCTION Q BLOCK C:] FRAME STEEL
DESCRIPTION OF WORK Ind 1 (30t71 1 t yk-IN 01)"M I
BUILDING SIZE r 80 FOarA(;E HEIGHT E=
. . . . . . . . . . . . . . . . . . . .
UILDING
1$33 IQQ VALUATION OF TOTAL CONSTRUCTION
=ELECTRICAL 1$ AMPSERVICE 0 PROGRESS ENERGY W.R.E.C.
MPLUMBING 1$ -a--vs� /V 0&_;i
=MECHANICAL 1$ VALUATION OF MECHANICAL INSTALLATION
/ _
=GAS ROOFING Q SPECIALTY= OTHER l�
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
. . . . . . . . . . . . . . . ..J . . . . . . . . . . . . . . . . . . . . . .
77- - - -
PErL
BUILD Pau SCJ\Q
SIGNA%�� REG18TERE0 Y/ N FEE CURTMN I YIN
Add —off* License#
ELECTRICIAN
Zir-as P/
11
7t� PANY E"
SIGNATURE 4 V011111 5"1 REGISTERED I YIN FEE CURRES, I Y/N
Address Ucense#
PLUMBER fdj d COMPANY
SIGNATURE REGISTERED I Y/N FEE CURRER I Y/N
Address I License#1 Iq
MECHANICAL COMPANY =
SIGNATURE REGISTERED I Y t N , FEE cuRm LLLN J
Address I License#
OTHER COMPANY I
SIGNATURE REGISTERED I Y/ N FEE CURRU L�N
Address License#
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)worldng days after submittal date. Required onsite,Construction Plans,Stormwater Pieria wif Slit Fence Installed,
Sanitary Facilities&I dumpster,Site Work Permit for subdivisionsfiarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for now Construction.
Minimum ten(io)working days after submittal date. Required Bristle,Construction Plans,Stormwater Plans w/Silt Fence Installed,
Sanitary Facilities&I dumpster.Site Work Perini for all new projects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
-PROPERTY SURVEY required for all NEW construction.
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .AT S.
Fill out application completely.
Owner&Contractor sign back of application,notarized
ff over$2500.a Notice of Commencement Is required. (AIC upgrades over$7600)
Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing some
OVER THE COUNTER PERMITTING (Front of Application Only)
Retools if shingles Sewers Service Upgrades AtC Fences(Plot/Survay/Footage)
Driveways-Nat over Counter If on public madways..neads ROW
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,I
certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowners
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
CONTRACTOWS/OWNER'S AFFIDAVIT: I 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. 1 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,WaterMlastewaterTreatment.
- 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,I 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, 1 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 I 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 XOUR LENDER OR AN ATTORNU13EFORE RECORDING YOUR NOTIGE-OFCOMMENCEMENT,
FLORIDA JURAT(F.S.117.033)1 -� __
OWNER OR AGENT N CO
S l re r swo to(or afv me b me this crib d wo •
n ^�d soallknomee orhas/havepfoduced WHb Istafe personally
(mown to me or hasihave p duoed
as identification. as Ide ' cation.
Notary Public Notary Public
Commission No. Commission No.
Notary Public State of Florida NameRLd;prier "MateofFlorida
f� Alicia Herweh-Cannon Alicia Herwreh-Cannon
My ",05sslonGO218378My Commission GG 218378 Expires 05/18/2022
aa,, Expires 05/16/2022
INSTR#2019115401 OR BK 9935 PG 3561 Page 1 of 1
07/10/2019 08:29 AM Rcpt:2070618 Rec:10.00 DS:0.00 IT:0.00
Paula S. O'Neil Ph.D., Pasco County CCerk&ComptroCCer
NOTICE OF COMMENCEMENT
State of FLORIDA County of PASCO
Property Identification No:25-26-21-0100-00000-0670
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):
HIDDEN RIVER PHASE ONE B PB 76 PG 077 LOT 67
Street Address 2996 MOULDEN HOLLOW DRIVE, ZEPHYRHILLS, FL 33540
2. General Description of Improvement:INSTALL POOL&SCREEN CAGE
3.Owner Information or Lessee information if the Lessee contracted for the improvement
a)Name and address: Regina Hyatt
996 MOULDEN HOLLOW DRIVE, ZEPHYRHILLS, FL 33540
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 Higbway 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(1)(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 I,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 LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR
RECORDING YOUR NOTICE OF COMMENCEMENT.
STATE OF FLORIDA
COUNTY OF PASCO
f Owner or /e�r's Authorized Officer/Director/Partner/Manager
Pyint Name
r
The foregoing instrument was acknowledged before me this (9 day of Ju 1q . ,20 A ,by
9-4bt '"-ictt} as (type of authority,e,g.officer,trustee,
attorh6y in fact)for (name of party on behalf of whom instrument
was executed).
Personally Known OR Produced Identification Notary Signature
Type of Identification Produced F1 0(r,'L:c .
KATHRIN M ROBIN50N
.a Notary.Public-state of Florida
< Commission O.GG 3218 2013
'��� My Comm.Expires Jun 2,
Assn.
Bcnded through National Notary
CIRC(®' STATE OF FLORIDA, COUNTY OF PASCO .
THIS IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRECT COPY OF THE DOCUMENT
® ON FILE OR OF PUBLIC RECORD IN THIS OFFICE
WITNESS_MY HAND OFFICIAL SEAL THI
�L_DAY OF(-AN ll� 2
CLERK-9 COMPTROLLER
DEPUTY CLERK
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner:
Date Received:
Site:
Permit Type:
Approved w/no comments-W Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit and/or plans.
Kal i r—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
SKETCH SEC. 25 , TWP._ 26 S, RNG. 21 E.
NOT A BOUND ONLY
PLOT PLAN ARY LOT 67 BEARING BASIS:
HIDDEN RIVER PHASE ONE 6 NORTH BOUNDARY OF SUBJECT PLAT BEING S 89-40'43-E
PASCO COUNTY, FLORIDA. THIS SURVEY IS SUBJECT TO ANY FACTS THAT
N MAY BE DISCLOSED BY A FULL AND ACCURATE
PRELIMINARY DRAWING: ON LOT AREA CALCULATIONS TITLE SEARCH, ALSO SUBJECT TO SETBACKS,
THIS PLAN Is FOR PERMITTING PURPOSES LOT = 6600.00 s0.FT, EASEMENTS AND RESTRICTIONS OF RECORD.
ONLY,NOT FOR CONSTRUCTION. VERIFY LIVING AREA =__1Qa1SO.FT.ENTRY UNDERGROUND FOOTER, STEM WALL. AND
ALL DIMENSIONS BEFORE ANY CONSTRUCTION, 1LSQ.FT.
GARAGE = 127SO.FT. n UNDERGROUND UTILITIES ARE NOT LOCATED On
LEGEND: COVERED LANAI = N/A--SO.FL SHOWN.
PROPOSED DRAINAGE FLOW PATIO FT.
CONC. DRIVE 408. --SO.FT. 00 NOT SCALE THIS PRINT. DIMENSIONS AND
(00.00) PROPOSED GRADE A/C&CONC PAD 18 0.FT, NOTES TAKE PREFERENCE,
E-00.00=EXISTING GRADE PRIVATE SIDEWALK I'L DESCRIPTION NOT CONTAINING PLAT BOOK AND
NOTES: IMPERVIOUS —7. PAGE INDICATES THAT PLAT IS IN
-_2QM_SQ.FT. PRELIMINARY STAGE AND IS SUBJECT TO
LOT GRADING TYPE - A SOD FT. CHANGE AND/OR REVISION.
PROPOSED PAD ELEVATION
FRONT SETBACK = 20* OFF LOT AREA CALCULATIONS CERTAIN DATA SHOWN HEREON BASED ON
SIDE SETBACK 10' RIGHT OF WAY = Z20..0_0SQ.FT. ENGINEERING PLANS PROVIDED BY CLIENT.
REAR SETBACK= 10' DRIVE APRON = 144 -SO.FT.
PUBLIC SIDEWALK = 24P--SO.FT. STRUCTURE TIES SHOWN HEREON DENOTES
MEASUREMENT FROM FORM BOARDS/FOUNDATION
SOD FT. TO PROPERTY LINE
L TOTALS 10' DRAINACE/unUTY EASEMENT
AREA _.Z3_Z.0_Q_0_SQ.FT. 5' 0RAJNAGE/UTILnY EASEMENT
DRIVEWAY -_.L52 So.FT.
SIDEWALK -_ZJL__SO.FT.
SOD 4901 0.FT.
11
LOT 68
CS C9 �PRM(P)
TRACT
WETLAND CONSMATION AREA/
DRAINAGE EASEMENT
01. HIDDEN RIVER PHASE ONE A
(PLAT BOOK 74.PAGES 101-121)
WEtLPND CONIIIIIATION
LA_
C, IS
1h N'00
G s
PLA
BOUNDARY
SO
LOT 66
LAT
YNDARY
ON
O
PROPOSED:
LOWEST FLOOR ELEVATIONS:
LIVING AREA: 71.35'
O GARAGE AREA: 70.81'
DESCRIPTION: ELEVATIONS REFERENCED TO
LOT 67, MAP OR PLAT ENTITLED"HIDDEN RIVER PHASE ONE B-, NATIONAL GEODETIC VERTICAL
oAS RECORDED IN PLAT BOOK 076, PAGES 077 THROUGH 082, DATUM OF 1929. MEAN SEA
a, OF THE PUBLIC RECORDS OF PASCO COUNTY, FLORIDA. LEVEL= 00.00 Fr.
APPARENT FLOOD HAZARD ZONE: "X" COMMUNITY PANEL NO, 12101C 0458 F EFFECTIVE DATE: 9/26/2014
k Project Number: Squore Feet: 6600.00 1 LENNAR HOMES
LEGEND;
(C)- CALCULATED DATA,(0)- DEED DATA.(M)-MEASURED DATA, (P)- PLAT DATA, E- CENTERUNE,A/C-- AIR CONDITIONER,B/C- BACK OF CURB. C/S-
c3 CONCRETE SLAB, CH= CHORD, CHB= CHORD BEARING,CLF= CHAIN LINK FENCE, CONC. CONCRETE, COV COVERED. F/P- EDGE OF PAVEMENT. ESM*T= EASEMENT.
F/C- FENCE CORNER, FCM= FOUND CONCRETE MONUMENT, FIP= FOUND IRON PIPE, FIR- FOUND IRON ROD, FN&D= FOUND NAIL &DISK. FPP- FOUND PINCHED
PIPE,LFE-LOWEST FLOOR ELEVATION, MAS.- MASONRY,OR= OFFICIAL RECORD BOOK, PB. PLAT BOOK,PCP- PERMANENT CONTROL POINT, PRM= PERMANENT
REFERENCE MONUMENT, R/W= RIGHT OF WAY,R=RADIUS,SIR=SET 1/2-IRON ROD&CAP No. 4493.SN&O- SET NAIL&DISK, TSM- TEMPORARY BENCHMARK.
U4P- UTILITY POLE, WIF- WOOD FENGE
< JOHN R.BEACH&ASSOCIATES,INC. SMS By:
SURVEYORS AND MAPPERS
t Uro�n 911 WEST ST, PETERSBURG-DRIVE Checked By:
JRB
ONE OLDSMAR,FLORIDA 34677
WAY Scale:
(513) 854-1276 FAX(813) 855-49370
l".30,
NOT VALID WITHOUT THE SIGNATURE AND jDate: PLOT PLAN 11/9/18 ACS
2 THE ORIGINAL RAISED SEAL OF A FLORIDA tic URE DATE
U
LICENSED SURVEYOR AND MAPPER EA
iN . BEACH
I%RIOA' G. LAND SURVEYOR No. 2984 .-LB#4493
JEFF M.ZH -EY
LSURVEYOR &MAPPER No.7123
WITHLACOOCHEE RIVER(ELECTRIC
Ma
COOPERATIVE,INC. V/1
Your Touchstone Energy'Partner Kl
i
POOL CLEARANCE APPROVAL
Date : July 25, 2019
Address : 2996 Moulden Hollow Dr
Account Number : 1405 510 447 440 WRFC Release No. : 0125/19
Approved : Yes �X No
If"No",reason :
Inspected by: Stephen Weaver Date : July 25, 2019
Approved by: Stephen Weaver Date : July 25, 2019
Pool Company: Schaper Construction
Comments : No conflict
NOTE: This approval is only a confirmation that the described pool location conforms to the"National Electrical Code"
concerning clearances between pools and electrical conductors. For identification of W.R.E.C.facilities,notify
Sunshine State One-Call @ 1-800-432-4770 or 811.
P.O. Box 1278, San Antonio,FL 33576 Phone : (352) 588-5115 / Fax: 352) 567-4376
4
General Notes
General to the following conditions.
The swimming pools and spas consist of one-piece fiberglass reviewed and recommendations made by the RDP.The building official 1.The construction and pool/spa installation comply with this report
construction shop-formed over a mold.The material is fiberglass must approve the RDP's report before work is corhpleted, and the manufacturer's instructions. rn
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 y
wcomposed 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.
surface finish is a nee 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 -C
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. Q
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.
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,Wtfiiams,Califomia; E
1997 Uniform Building Code(UBC) backfill operations then commence.The sand is compacted with a Viking Pools Southeast,40119 Country Road 54E,Zephyrhills,FL to
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 Z
2018 International Plumbing Code®(IPC) water level are approximately the same throughout this procedure. by Columbia Research&Testing Corporation(AA-527). 15
2012/2015 IAPMO Uniform Plumbing Code(IAPMO UPC) After completion of the bac kfill and plumbing,the decking is placed. d
2003 ANSI/NSPI-5 Residential Inground Swimming Pools Decks are prepared as indicated in Figures 1 though 4: O 0
2012 ANSUAPSP/ICC 5a Residential Inground Swimming Pools 1.Cantilevered concrete decks are constructed as noted in Figure 1 a j
2014 ANSI/APSP/ICC-3 Permanently Installed Residential Spas and in all cases. ct1
Swim Spas 2.Cantilevered decks are constructed with brick or stone as noted C
2017 Florida Building Code 6th Edition Figure 2 in all cases. 0
2017 Florida Plumbing Code 6th Edition 3.Raised bond beams are constructed as noted in Figure 3 in all U
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, ALL WORK SMALL Cttwmi#)kEVAILUNG
2013 ANSI/APSP/ICC-7 Suction Entrapment Avoidance Division 3,Occupancies or IBC Group R Occupancies.The barriers must CODES FLORIDA .D#N0 aam,
2011 ANSI/APSP-16 comply with Appendix Chapter 4,Division 1,of the UBC or Section NATIONAL LECPC CON,
2018 International Swimming Pool and Spa Code- 3109.4 of the IBC AND THE cr OF ZEPMYRHILLS �+
(ISPSC-ICC)
2007 ANSUASME-A112.19.8 Expansive soils: ORDINANCES
2014/2017 National Electric Code(NEC) For installation of pools or spas in expansive soils,the following O
2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) additional installation details must be followed subject to code official's N rn N
approval: n4gincJ
M
The overall pool dimensions,depths and capacities are shown in
Table 1 and Table 4.The units comply with ANSU spec
ified ecified in 1.All surfaces adjacent to the pool or spas must be excavated to a , n4 cu?i
Section AG103.1 of the IRC,and IAPMO IGC-2000`,specified in the minimum depth of 12 inches(305 mm)beneath the pool bottom D 1tt•�� �� W oo N
UPC. and minimum 6 inches(152 mm)behind the pool wails. REVIEW 1 L rT
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 C'' ! Z���'�Y�M�
placed with or without concrete or wood decking.Unless elevated 6 inches(152 mm)of all horizontal excavation surfaces must be P wN COEXAMINER tL LL o'
portions of the units are protected from sunlight by soil berms,decking, scarified and compacted with mechanical equipment.The f 0 E o 3 rn co n
etc.,these portions must be coated with a UV-inhibiting opaque paint compacted surfaces and the excavated wall surfaces must be a) Z 0° C IO '
that is compatible with the laminate. maintained in a moist condition until the first lift of backfill or fill is c w t
All plumbing must comply with the IPC or UPC.Electrical work must placed against the surface.The term compaction implies any o u�
comply with the code in effect at the construction site.The pool and spa method necessary to consolidate the native and fill materials to - a"Y C - m M
remain Mao
must 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: 3.The excavated bottom area of the pool or spa must be backfilledCo
0 Z c ui ui c
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) 0 < Eat t 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. C a a J
below the skimmer.When appreciable draw-down is noticed or if it 4.The remaining 6 inches(152 mm)must be badfilled beneath the m O t X Q
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. Reviewed by: tp O
'*-+ '
dealers for instructions. The pool or spa must be be filled with water as bac kfifitng progresses
A permanent label must installed adjacent to the above sign to a level equivalent to that of the backfill.The backfill must be
Donald R.Poindexter,PE J N C N '�
indicating the Viking Pools dealer's name,address and telephone placed in compacted layers of approximately 6 inches(152 mm) ® Florida Lic.No.64901 E J ® E
number, while a uniform height of backfill is maintained around the pool or j� 4119 Trinity Dr Santa Rosa CA 95405 N : = -
spa. VI 1\i N G POOLS Phone 707-494-8761 W Q
Installation Procedure: 5.Positive surface drainage away from the perimeter of the pool andSeal: o "' N
Viking pools and spas may be installed without a soil investigation by surrounding deck is required and critical to installations in highly THE STANDARD of FIBERGLASS "II.-,
a registered design professional(RDP),subject to the building official's expansive soils.Surface area drains and surface drainage swales �pghemrNnugppy�
approval,provided none of the following conditions are encountered at or subdrains must be placed as needed to prevent pending or R" PQ/aO(�'r'iL ♦
the site: saturation of the soil around the perimeter and vicinity of the pool to `,••••C E H•••• 7
1.The existence of uncontrollable groundwater within the depth of prevent excessive shrink-swell or volume changes in the soil. I Expansive Soils e.. sF•.•J► ''
the pool or spa excavation. ;••
►i 2.The existence of an uncompacted fill in contact with any portion of Identification: Page 3 Figures 1-4
O 7 ••��
the pool or spa. Viking pools and spas are identified by the following information
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:manufacturername's (Viking * 9 Page 5 Pod Models Pa e
support the walls of the excavation at desired slopes. Pools)and address,pool or spa model designation,a coded serial
z 4.Danger to adjacent structures posed by the proposed pool or spa number and the evaluation report number(ESR-2014).
a Page 7 Spa Models&Hydro Zone Models
location. The units also bear the label of the quality control agency,Columbia STATE
> 5.The existence of any cracks or openings in soil that would not Research&Testing Corporation(AA-527). \lc4 .. 'L Pa0
R confine sand or 1/2"clean gravel bedding. � •'G�
If any of the conditions above is
encountered,excavation must Findin
cease gs. That the fiberglass one swimming pools and spas are �' •.• ••.•�
Eimmediately.The specified conditions at the site must then be in compliance with the above listed codes as noted in ESR-201 subject Length,width and depth may vary up to 3%-all
Zdimenaionsareto outside edge a coping,measured
from parallel APR 102019
N
A W
4 TABLE 1- POOLS
a
u>
TABLE 3- SPAS
Acapulco IAC 16'x 39' 3'-6",6' I 167001 soot 5ITvpe 0
a
> Astoria IFRX 15'-10",40' 3'-6",7' I 156001 5481 6IType 0
stic IM 10'x 10' 3'-4" 550 64
Barcelona IBAR 16'x38' I3'-6"x7' I 18500 5181 5ITYPeO I W
Placid IBos I8'-4"x8'-4" 13' I 4751 45j 61O
Z
Cambrid a JLN 16'x36' 3'-6",7 i80001 4511 6 Type 0 Re al IRG 8'x 10' 3'-4" I 6001 52
Cancun Deluxe Iccx 116'x 35' 4'-3",6'-6" I iisool 3811 6IType 0 I IRoyal IRY 8'x id 3'-4" I 6001 63
Carmel 1FF 13'-8"x30' 13'-6",6' I 120001 3451 6IType0 I IShasta ILRs 7x7' 3' I 420 31
Claremont Iv 14'x 33' 3'-7",5'-4" I 117001 4161 6 Ty e 0 I Isuperior CS 18'X 12'-5" 3' I 7001 731 61
Corinthian 1RT16 I15'-1(Y',40' I3'-6",7' I 154001 5631 6lTypeo I Tahoe lbs I7'-6"x7'-6" 3' I 450 37
Delray IsIii'-10"x 25'-S" 4'-6" I 81001 2641 6 Ty e 0 I
Hermosa IvFTL 6'-30"x 10'-7" 10" I 2001 50
Fi'i IFil us'x 34' 3'-6",6 I 120001 3751 4 Ty e 0
C
Gulf Coast Isc 15 1Q"x 39'-7" 3-5 ,7-11 i96001 5061 4lTvpel — ♦^ N
n
Island Breeze II IBN 16'x 40' 3'-6",8' I 220001 5851 4lTvpe I I ' -
Key West 18FF lY 7" 7"x 25'- 3'- 6' I 90001 2301 6lType 0 I TABLE 4- POOLS - L
M W X X U-
una LG 14'x30' I3'-6" 6' 10000 3101 5 Type 0 Oa..
v li li o,
Lake Shore lCD 16'x 33' 3'-7',5'-5" I 150001 4801 4 Type 0 0) Z
HZE WGE 8'-6"x 18' 5' 3600 j 127 I 6J
Malibu ICRUD 12'x 26' 13'x 4'-7' I 44001 2091 5ITvpe 0 ------ ---- _ -- ri
Mediterranean IBP 15'-8"x38' I3'-7",5'-11" I 17000 5121 4ITvpe0 -- — . O < a s a
Monaco IAT 16'x40' 3'-8",8' 210001 5851 4IType 1 +--• � X U
Reviewed by: Q M ()
Donald R.Poindexter,PE J 3 vi.N
Ocean BreezeJOB 16'x40' I3'-6",5'-8" 189001 5851 4 T e 0 Florida Lic.No.64901
E
TABLE 2- POOLS 4119 Trinity Dr Santa Rosa CA 95405 = C
O) m is IFR16 16'x 35' 3'-6",6'-6" I 152501 5101 6 T e 0 CV
y Phone 707 494-8761 M 0)
'B Seal: V N
Panama II IBt 112'x(35'-45') I4'-6",4'-6" Ivaries Ivaries I siType 0 •f a 0111NU1pU1! l/p/ }4 V
ig
Rockport IRP 14'x30' 3'-7',5'-11" I 128001 3141 4 Type 0 I AL I ST I
LL Sea Breeze 1K I14'-8"x33'-9" I3'-5",8'-2" I 16000 3781 4 Type 0 I I MTK I CM I 64901
Page
St.Thomas Ii 14'x 31'-6" 3'-7',7 I 137001 3961 4ITvpe 0 I I B I LD
Z
w .
Triton TN 14'x 30' 3'-7,5'-il" 13500 3381 4 te
STATE 0FE Valenaa ST 14-4 x 27-7" 3-7",5-l0" 10000 288 4 I * ONA�. Of 8
*Qni I APR 10 2019
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Length,width and depth may very up to 3%-aA
FIG. 1 dimensions are to outside edge of coping,measured
from parallel fines.
TYPICAL CANTILEVER CONCRETE DECK
6"X6"-WI.4XW1.4
WIRE MESH OR
3'MIN• REBAR NO.3,ON 2'O.C.
9" EACH WAY.
SLOPED 1/4"=1'
W
7- : +
g 10" O
12" •
Z
1/4"GALVANIZED FOR CLAY
10" CHAIN (ADOBE)
3"THICK COMPACTED SOIL ONLY. FIG.2
SAND(TYPICAL) CONCRETE DECK
4"MIN.THICK COMPACTED WITH BRICK OR STONE
GRAVEL FOR CLAY BRICK OR NATURAL 6"X6"-W1.4 X W1.4
(ADOBE)SOIL ONLY. STONE DECK WIRE MESH OR
SAND OR 1/2"CLEAN GRAVEL 3'MIN, REBAR NO.3,ON 2'O.C.
FIBERGLASS „ EACH WAY.
6"
POOL SHELL LO S ED 1/4"=1'
10" O
12"
. • I •- O � � N
FOR CLAY
1/4"GALVANIZED (ADOBE)
10 CHAIN 3" HICK COMPACTED SOIL ONLY. '4" U)
SAND(TYPICAL) W oc 1 c
4"MIN.THICK COMPACTED
GRAVEL FOR CLAY N
TYPICAL BOND BEAM c� X
FIG.3 (ADOBE)SOIL ONLY. M LL
SAND OR 1/2"CLEAN GRAVEL O 6.L E
6"
CONSTRUCTION FIBERGLASS L 3 '-
POOL SHELL
BRICK,FILLED BLOCK, 3'MIN.
OR POURED CONCRETE 8" �� C Q d L
BACKFILLED DIRT O
Z t o 0
O m O d t Q
REBAR NO.4,ON 2'O.C. � d
I
MAXIMUM EACH WAY. � r .-
Reviewed by: O J Vj
IL
24" 3 -L� N
AX• Donald R.Poindexter,PEE
Florida Lic.No.64901
FIG.4 cv —_ t
4119 Trinity Dr Santa Rosa CA 95405 jJ S N
.e,X�X�" TYPICAL ABOVE GROUND INSTALLATION Phone 707-494-8761
U
12" r., ..•. 10 U
1t%IUIU lHiffffqu cu
3"THICK COMPACTED ��
1' SAND(TYPICAL) �•'•�C E NS•'�� �y J
4"MIN.THICK COMPACTED MAXIMUM OPTIONAL O�}f`• ••' �
GRAVEL FOR CLAY 19 1/2" MOUND DIRT WOOD DECK O '��
≥ (ADOBE)SOIL ONLY. AROUND POOL
t SAND OR 1/2"CLEAN GRAVEL APPROX.6"
FlBFJtGIASS 'O STATE ��
z 6" I ' POOL SHELL �p�•. /C�0 R,Q P•'?�I
gF �ON A1. of 8
6" p 10 2019
Z
U
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O 0
5pJ
s' 3' OCEAN BREEZE-OB Z
GULF COAST-GC Monaco-AT 16,900 gal.approx.
TRINIDAD-TND 19,600 gal.approx. 21,000 Gal.Approx.
19,300 gal.approx.
0' 36 35' 33,_8„
MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K ^
ISLAND BREEZE II-N 17000 gal.approx. 14,000 gal.approx. 16,000 gal.approx. 'C1'
22,000 gal.approx.
8„ 35, LLHH
x
ii
LAGUNA DELUXE-LGX
__ __ 2JiUH
3 MONTEGO-MT 9,000 gal.approx.
3 g" GULF SHORES-GS 12,400 gal.approx.
15,000 gal.approx. fl.
Q a CARIBBEAN-MR
0
g 17,000 gal.approx. Z t O t
O
o' 31'x"
Reviewed by: Q J Vj
Donald R.Poindexter,PE J E
Florida Lic.No.64901
4119 Trinity Dr Santa Ro 54
sa CA 905 wN
Phone 707-494-8761 U i_i ___3'-6" r` 3 Sep. ♦,J V
SANTA BARBARA-RS ST.THOMAS-L TRITON-TN � 1` POlru�ua,
12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx.
' vR' ao J
o�`'�;�CENS�.•��'tj�
34'
33, 27,_7„ ••;�
Page
'o '• STATE OF ;���
W _ o %/LORtAP'�'t�
3'�" VALENCIA-ST ' SON At. , of 8
FIJI-FJI LAKE SHORE-CD 10,000 gal.approx. errx�a
W 12,000 gal.approx. 15,000 gal.approx.
z
u-
U
a 40'
31'
POSEIDON-PS CHESAPEAKE-CP FREEPORT-FP BERMUDA gal. AL Z
17,500 gal.approx. 10,500 gal.approx. 6,000 gal.approx.
26'
39' 23'-11 4
Sg m N
$ _
TROPICANA-MP
$ S£ n ?t __-34..
$ MALIBU-CRUD 2,500 gal.approx.
ST. LUCIA-CM
m£ 6,000 gal.approx. 4,400 Gal.Approx. '
r a
ACAPULCO-AC
-, 16,700 gal.approx. d'
20' 30' N c J
U) co A� ^
AVAILABLE TO 39' C
IN LENGTH . r u ro
W �
�✓ G M M CD
L co v
3 5, O aD li
LL
rn
CLEARWATER-SP
3,600 gal.approx. 10,000
LAGUNA�X 3'5^ L - - 19 A
PANAMA I-BL
C
Gallons Vary Q a o N o
a v m go
6' O Z c m m
AVAILABLE TO 45' O �c c t
a . a
30' IN LENGTH � _ � M O t � X Q LJL
Reviewed by: YQ•1 m I— U
A
Donald R.Poindexter,PE c E
3.�„Ar I I Florida Lic.No.64901 J 0 >,
MAUI-MTK 4119 Trinity Dr Santa Rosa CA 95405 LIJ
N _ t
2,300 gal.approx. Phone 707-494-8761 V N
�ORT PANAMA II-BL saw:12, gal. ppprox. Gallons vary ,NW+R+PIO�i+rhi��� U
CO
v 42' •• lC
U
€ Page
W '4 ` STATE OF :��
T 3 i �O, �
______
Ii 1 Ss�O 5
NM.
E a N KINGSTON-AP Oceania-BHGI Venice-TGEN �mm�mnNaN" 0f 8
z w 17,500 Gal.Approx. 19,300 Gal.Approx. 16,000 gal.approx.
APR 102019
24'-10" 25•_5"
c 0
i
' i
KEY WEST-BFF BAJA-SFF DELRAY-B O
9000 gal.approx 9,000 gal.approx 8,100 gal.approx.
Z
38' 30'
io
3'-6"
CARMEL-FF JAMAICA-LD
12,000 gal•approx. 3,750 gal.approx.
CAMBRIDGE-LN
18,000 gal.approx.
38' U
33'
�
p v
ap N
01
d
__ ftftl
Aruba-ARU v O ) IL 0 m ►L
5,200 Gal.Approx. Barcelona-BAR CLAREMONT-V O oo LL
18,500 gal.approx. 11,700 Gal.Approx.
O) Z T A
35'
-
t O
(�26,—�i 35' \� Q a v °?
Reviewed by:
_ J v1
3'-6"
" 3 5'-8" L--� Donald R.Poindexter,PE 4) c E
6'-fi 3' 4'-3" Florida Uc.No.64901 E ! e0 ,
OLYMPIA-FR16 EMPRESS-FR12 4119 Trinity Dr Santa Rosa CA 95405 W c — -a
15,250 gal.approx. 7,600 gal.approx. Phone 707-494-8761 V N
CANCUN DELUXE-CCX :
11,500 gal.approx. 0i%I%IIwInnnu,, f+ U
LL
Page
s'
4' MILAN-CTL
Majesty-FR14 2,450 gal.approx. s G
11,200 gal.approx. ��0NA% Fi�
-
EE 13,000 Gal.Approx. mnrinIIN 6Of 8
Coronado BHBI
APR 10 1019
IL
,0'
a. 0'
Z T
N
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l7 w
O
PLACID-BOS REGAL-RG TAHOE-LOS Z
475 Gal.Approx. ROYAL-RY 600 Gal.Approx. 450 Gal.Approx. SUPERIOR-CS SHASTA-LRS MYSTIC-M
600 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx. 550 Gal.Approx.
m o
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III
J 1111"1T _____ -6„JTT3,
2,
fIif` M 3' ML r{ I \; M
■
PLACID SPILLWAY-BOSSW ROYAL SPILLWAY-RSW REGAL SPILLWAY-RGSW TAHOE SPILLWAY-LOSSW SUPERIOR SPILLWAY-CSSW SHASTA SPILLWAY-LRSSW MYSIC SPILLWAY-MSW d'
475 Gal.Approx. 600 Gal.Approx. 600 Gal.Approx. 450 Gal.Approx. 700 Gal.Approx. 420 Gal.Approx. 550 Gal.Approx.
Pr ( U) M
5'-8" U w ro v
O N W X X LL
8'-4"
6,10 7•t••
r10" CL c z G P
L • •C `o � v
r s �
10„ 10" - -
SEMI CIRCLE TANNING LEDGE -TSCT HERMOSA-VFTL
RECTANGLE TANNING LEDGE -RTL O > a' Z c m
400 Gal.Approx. 200 Gal.Approx. 400 Gal.Approx.
OQ E � ` - a
Reviewed by: m O w H <
Donald R.Poindexter,PE J N C E
Florida Lic.No.64901
4119 Trinity Dr Santa Rosa CA 95405
Phone 707-494-8761 •• V N
Seal:18' 18'
tggtl{rNlllrlgrypurrr f`u
•��CEsF•fi4
LL Q
3,_2,.
Page
z POOL-HZE POOL-HZDXS
3,600 gal.approx. 2,800 gal.approx. .Q
STATE OF
�'' aNA6 �G of 8
z Hxrruatna
IL
12
a
Lh
SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
N
DEBRIS REMOVAL SYSTEM
SUCTION OUTLETS IN SERIES
HI N
-90°ELBOWS LOW
VENT COVER MAY (OPTIONAL)DEBRIS O
BE GUTTER DRAT CON
TAINMENT
CANISTE fl Z
WATER UNE
TO PUMP
2ND DRAIN LOOR DRAOR LARGER
IN ,,f
174'0 VENT UNE_/ (SUCTION OUTLET) (SUCTION OUTLET) CIRCU TLA ION LINE HILOVW
HI TER
ATMOSPHERIC VENT PIPE LENGTH
MI \..2)cNIMUM=16'MAXIMUM=30' 18"MIN
Zr MAX
•0 OR EQUAL TO � � ■
CIRCULATION UNE
OUT TO OPTIONAL WATER FEATURE(S)OR SPA U
O DO
GENERAL NOTES STANDARD NOTES: LEGEND ♦/, N 0) A M n N
1.THE DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURERS RECOMMENDATIONS. 1.' T SCHEDULE 40
RE E CD Up M
2.DO NOT USE 90 DEGREE LBOVIS ON SUCTION SIDE.
2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 424.2.6.6 FBC-BUILD(NG 3.CHECK VALVES MAY BE HEEDED IF EQUIPMENT IS
2007 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2007,INCLUDING 2009 SUPPLEMENT AND 2017 FBC-BUILDING AND RESIDENTIAL - MORE THAN i0 ABOVE WATER LINE. ) FIBER OPTIC LIGHT
7^IOIHT
}+ OD n
3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4.KEEP VALVES WITHIN 5'OF THE PUMP AND/OR FILTER. W
4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSUASME Al 12.19.6-2007 AND DRAIN COVERS MEET THE SKIMMER K 3'MAIN DRAIN .-
REQUIREMENTS OF ANSUASME Al 12.19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND ANSUAPSPIICC-7 2013 STANDARD. Cl) �� O - UN+) f"z
5.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE.FOR METHODS AND ->MATERIALS RETURN e" 3-MAY VALVE ` M X X
OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON
FILE WITH THE BUILDING DEPARTMENT.THE PLUMBING O Li
6.ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH. �ChUIT O eT LL LL M
7. MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES SPILLOVER Un
OF MERCURY IN 3 SECONDS 0 co Obi M
8.MAXIMUMSUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM
9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. 'Z � � �
GO (mil GD
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o a M R0 DO
SUGGESTED DETAIL O Id- Z 0 C 0 L
VENT COVER MAY BE GUTTER O < E a - n a
DRAIN SUCH AS HAYWARD M O Q'
(COVER MUST COMPLY 40TH MODEL SP-1019 rrr ^
Y �/ Q
■ ANSUASMEA112.IB.aM SUCTION OUTLET Reviewed by: Q M J F- V y
(MAIN DRAIN) -90°ELBOWS
Donald R.Poindexter,PEE
N cE -E
Q g ¢.►gyp 0 Florida Lic.No.64901 J ,
/� T IMUM DISTANCE 2"MIN 4119 Trinity Dr Santa Rosa CA 95405 ((�� 4) = L
A, }j
'B TO VENT TEE
sucT10N OUTLET G cONNECONNECTION=r FINISHED GRAD Phone 707-494-8761
E N
(MAIN DRAIN) 0 \ " U Seal:
EEEE ALL SUCTION U4"0 VENT L)N / /
PIPING TO �{{{i{L{11IItUSn/11111
m ALL VENT 2'ø
al b PIPING
- �
LL )4"0 NOTES:
ALTERNATIVE SUCTION OUTLETS SYSTEM
MAY INCLUDE 1 ON THE BOTTOM AND ONE ON Page
OPTIONAL ATMOSPHERIC VENT I THE VERTICAL WALL OR ONE EACH ON
8
() VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS Q!}
Z PALL NOT BE BLOCKED BY DEBRIS. '• X71 ATE
LU INSECT INFESTATION.OR
MICROBIOLOGICAL CONTAMINATION - -
a.
DUAL SUCTION OUTLETS IN PARALLEL WOPTIONAL ITH ATMOSPHERIC VENT SYSTEM,. . .• `
TO BE INSTALLED IN ACCORD NTH SECT 424.2.6.8 2007 FLORIDA BUILDING CODE:BUILDING
OE AND SECT R4101.6.6 2007 FLORIDA BUILDING CODE:RESIDENTIAL,INCLUDING 2009 SUPPLEMENT, of 8
W 2010/2014 FLORIDA BUILDING CODE:BUILDING AND 2017 FLORIDA BUILDING CODE:RESIDENTIAL rH"Ord
Z 2013 ANSUAPSPACC-7 SIWiMn eMABpOBM Avoidance R 1 O 109
GA
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