HomeMy WebLinkAbout19-21232 CITY OF ZEPHYRHILLS
5335-8TH STREET
(813)780-0020 21232
RESIDENTIAL SWIMMING POOL
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 21232 � Address: 39607 DAWSON CHASE DR
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: HIDDEN RIVER
Est. Value: Parcel Number: 24-26-21-0100-00000-0170
Improv. Cost: 52,600.00 OWNER INFORMATION
Date Issued: 5/16/2019 Name: RIVERA LT, NATALIE MARIE& G T
Total Fees: 592.50 Address: 39607 DAWSON CHASE DR
Amount Paid: 592.50 ZEPHYRHILLS, FL 33540
Date Paid: 5/16/2019 Phone: 813-355-7427
Work Desc: INSTALLATION INGROUND POOL 12 X 26
CONTRACTORS APPLICATION FEES
PAUL SCHAPER CONSTRUCTION INC BUILDING FEE 457.50
REESE ELECTRICAL INC PLUMBING FEE 67.50
PAUL SCHAPER CONSTRUCTION INC ELECTRICAL FEE 67.50
CY
Inspections Veguired
POOL STEEL
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."
5;�� �-�>---- &-- 6��
CONTRACTOR PERMIT OFFIJFA
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTIOlt
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
813-780-0020 City of Zephyrhills Permit:Application Fax-813-780-0021
Building Department
r
'Date Received Phone Contact for Permitting -
1 D
Owners Name 1-r V j Owner Phone Number S "1
LA
Owners Address Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS 139be. or LOT#
SUBDIVISION PARCEL 10#JJqO d
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR 8 ADDIALT = SIGN = = DEMOLISH
INSTALL REPAIR
PROPOSED USE = SFR = COMM Eie OTHER I lfflkllral I AUMmenteAS
TYPE OF CONSTRUCTION = BLOCK `- Q FRAME = STEEL =
DESCRIPTION OF WORK
BUILDING SIZE SQ FOOTAGE HEIGHT
BUILDING SI VALUATION OF TOTAL CONSTRUCTION /
=ELECTRICAL $ AMP SERVICE = PROGRESS ENERGY = W.R.E.C. ( /
=PLUMBING $ tip/ VVV
=MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION
=GAS = ROOFING 0 SPECIALTY = OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO
BUILDER /�OIV P �1 ANY x CO
SIGNATURE REGISTERED N FEE Cu A N
Address ,Z S � License#ELECTRICIAN 7e �10,OMPANY
SIGNATURE REGISTERED / N FEE CURREnn !N
Address J License# L.+ 651
COMPAN
PLUMBERY.-�
SIGNATURE _ -__REGISTERED' - Y/ N FEE CURREt, I Y N' �-
/9 ++
Address License# G
MECHANICAL COMPANY
SIGNATURE REGISTERED I Y/ N FEE CURREn I Y/N
Address F License#
OTHER COMPANY Q 1
SIGNATURE REGISTERED RRF1 N
Address1'8 ` License#
IIIIIIII 111111111111111111111 lilt 11111111111t- 1111111111
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,Stornwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster,Site Work Permit for subdivisionsllarge 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,Stormwater Plans w/Silt Fence installed,
Sanitary Facilities&1 dumpster.Site Work Permit 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.
Directions:
Fill out application completely.
Owner&Contractor sign back of application,notarized
[fever$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
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 1, 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.
CONTRACTOR'S/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. 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,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, I 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT.
FLORIDA JURAT(F.S.117.03)
OWNER OR AGENT CONTRACTOR
S nbe and sworn to(or affirmed be ore me this Su bed sworn jQ(or aifi ed ofpre me this
by �s�.�jCQ Q �by � . y
Who Is/are personally known to me r has/hav produced Who stare perso Ily known to 7e or has/have roduced
ide ' tion. as' ntification.
No Public Notary Public
Commission No. .Commission No.
Name of Notary typed,printed or stamped or stamped
Notary Public a of Florida
Alicia Herweh-h-Cannon
y My Commission GG 218378
bj�F Expires05/1612022
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INSTR#2019071485 OR BK 9896 PG 3033 Page 1 of 1
04/29/2019 01:15 PM Rcpt:2049799 Rec:10.00 DS:0.00 IT:0.00
PauCa S. O'Neil,Ph.D., Pasco County CCerfe&ComptroCCer
NOTICE OF COMMENCEMENT
State of FLORIDA County of Pasco
Property Identification No: 24-26-21-0100-00000-0170
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.Legal Description: HIDDEN RIVER PHASE ONE BHIDDEN RIVER PHASE ONE B
PB 76 PG 077
LOT 17
OR 9814 PG 778
Street Address: 39607 DAWSON CHASE DRIVE ZEPHYRHILLS, FL 33540
2.-General Description of Improvement:Adding Inground Pool And Screen Cage_
3.Owner Information or Lessee information if the Lessee contracted for the improvement
a)Name and address: RIVERA NATALIE MARIE &GEORGE
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:(8I3)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(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 1,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
Signature of Owner orOwner's Authorized Ofcer/Director/Pertner/Manager
kja+1f e— IZ.werc3-
PrintName
The foregoing instrument was acknowledged before me this 216 day of .A pa,;I ,a� 20L,by
Nb4lie 12t�v� as ctr,p&_ (type of authority,e.g.officer,trustee,
attorney in fact)for (name of party on behalf of whom instrument
was executed).
(20
Personally Known OR Produced Identification. �� Notary Signature -U
o
Type of Identification Produced 1✓1 O2• ucJ.
KATHRIN M ROBINSON
•c MY COMMISSION#FF236573
EXPIRES June 02,2019
•'•.1...••t. fwa.tvann6u•rrcaxton
,�cn 3ya-c�a
�b0®8C
BUTS OF FLORIDA,COUNTY.6P RAGOO
4 rp TH16 IS TO CERTIFY THAT THE FOREGOING IS A
TRUE AND CORRIECT COPY OF THE DOCUMENT
N FILE OR OF PUKIC RECORD IN THIS OFFICE
In-C'Od' ITNESS MY HANG A D OFFlCiAL SEAL THIS
�A DAY L 2��l'
e ' AULR 5. O'NEiL, L F�K&COMPTR LER
BY DEPUTY CLERK
WITHLACOOCHEE RIVER ELECTRIC
s�
COOPERATIVE,INC.
Your Touchstone Energy'Partner
POOL CLEARANCE APPROVAL
Date : May 3, 2019
Address : 39607 Dawson Chase
Account Number: 1407 280 447 870 WREC Release No. : 073/19
Approved: Yes �X No
If"No",reason:
Inspected by: Stephen Weaver Date : May 3, 2019
Approved by: Stephen Weaver Date : May 3, 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
0
r�Qii Ufj
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: sc4f��—
V
Date Received: - -��
Site: 39�D7 bwt)zk CL,
Permit Type:
Approved w/no comments- Approved w/the below comments: ❑ Denied w/the below comments: ❑
This comment she all be kept with the permit and/or plans.
MAY
Kalvi 'S itzer—Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
o io
N
4
1 , W
TRINIDAD-TND GULF oo approx. 2
-GC Monaco-AT OCEAN BREEZE-OB
1s Z
19,300 gal.approx. 18,900 gal.approx.
40' 38' 35'
iq
3 „ 6„ iv
Bo 3'-5" ■
ISLAND BREEZE II-N MEDITERRANEAN-BP CANCUN-CC SEA BREEZE-K V
22,000 gal.approx. 17,000 gal.approx. 14,000 gal.approx. 16,000 a x.
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34'-8" ♦/� r 1. rn Coi A
cS O M lL lx0 LL
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LL 2 °-E o rn 3�_7�� 3.T. H M
LAGUNA DELUXE-LGX Z = P
3'-6" GULF SHORES-GS MONTEGO-MT __ In
15,000 gal.approx. 12,400gal.
C 8 approx 9,000 approx.
0 CARIBBEAN-MRo 17,000 gal.approx. „ IOr o
\
31'- „ 30' O Q c E & 2 2
lfl __ 11 W c X Q LL
Reviewed by: Q Im U
Donald R.Poindexter,PE E
Florida Lic.No.64901 > J 9 5 >,
4119 Trinity Dr Santa Rosa CA 95405 = t
Phone 707-494-8761 U }j N
SANTA BARBARA-RS ST.THOMAS-L TRITON-TN ��N�N PiOe,,,y 4� V
12,500 gal.approx. 13,700 gal.approx. 13,500 gal.approx. r' Cu
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IV•IOtc�y
34' 33' 27-7" Qom.•'�C sC •4
LL
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__ __ Page
Z '4 STATE OF :'
W
a 0
3 7' VALE VALENCIA
ST 4 OHa�.E� 2U19
E FIJI-FJI LAKE SHORE-CD LI. of 8
Z 12,000 gal.approx. 15,000 gal.approx. h►N1nonr u
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04 SWIMMING POOL WITHOUT RECIRCULATION MAIN DRAINS
DEBRIS REMOVAL SYSTEM
SUCTION OUTLETS IN SERES
-90°ELBOWS LOW HI
VENT COVER MAY
W
BE GUTTER DRAT (OPTIONAL)DEBRIS
CONTAINMENT z
CANISTE O
z
WATER UNE
TO PUMP
-VORTEX LOOR DRAIN
2ND DRAIN OUTLET) OR LARGER
174"0 VENT LI (SUCTION OUTLET) (SUCTION CIRCULATION UNE HI ` LOW
fir$
HI F TER
ATMOSPHERIC VENT PIPE LENGTH
MINIMUM=16'MAXIMUM=30' 18•MIN
•O OR EQUAL TO 24•MAX (EXAMPLE)
CIRCULATION LINE ■
OUT TO OPTIONAL WATER FEATURE(S)OR SPA U
- 1
GENERAL NOTES STANDARD NOTES: ('\J O
THE
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1. DEBRIS REMOVAL SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH DRAIN MANUFACTURER MM'S RECOMMENDATIONS. I.USE 7 SCHEDULE 40 PIPE_ GEN N n A M 04
2.DO NOT USE 90 DEGREE ELBOWS ON SUCTION SIDE N O
2.CONTRACTOR TO INSTALL VACUUM RELIEF BACKUP SYSTEM IN ACCORDANCE WITH SECTION 4242.6.6 FBC-BUILDING a.CHECK VALVES MAY BE NEEDED IF EQUIPMENT IS
IA
2007 AND SECTION R4101.6.6 FBC-RESIDENTIAL 2007,INCLUDING 2009 SUPPLEMENT AND 2017 FBC-BUILDING AND RESIDENTIAL MORE THAN Hr ABOVE WATER UNE. )c FIBER OPTIC LIGHT d T-JOINT J _
v th
3.ALL PIPING TO BE SCHEDULE 40 PVC BEARING NSF APPROVAL UNLESS OTHERWISE NOTED. 4.KEEP VALVES WITHIN 5' ER OF THE PUMP ANDIOR FILT '� ♦ ♦
v
4.THE FLOOR DRAIN MEETS THE REQUIREMENTS OF ANSI/ASME Al 12.19.8-2007 AND DRAIN COVERS MEET THE _ Y W
REQUIREMENTS OF ANSVASME Al 12.19.8-2007 FOR ANTI-HAIR AND BODY ENTRAPMENT AND ANSWAPSPACC-7 2013 STANDARD. SKI6MAER F 3•MAIN DRAIN
5.THIS DRAWING WILL SUPPLEMENT CONTRACTOR'S SPECIFICATION DRAWING ON FILE.FOR METHODS AND 3-WAY VALVE
MATERIALS OF CONSTRUCTION,REFER TO CONTRACTOR'S ENGINEERED AND SEALED SPECIFICATION DRAWING ON �� RETURN O
FILE WITH THE BUILDING DEPARTMENT. PLUMBING O ccq LL lx0 6.ATTACH ATTACH PLACARD WHICH STATES THAT VENT IS A SWIMMING POOL SAFETY DEVICE AND SHOULD NOT BE TAMPERED WITH.
7.THE MAXIMUM VACUUM WITH ONE SUMP PLUGGED AND TO RELEASE A BODY ENTRAPMENT ON THE OTHER SUMP WILL NOT EXCEED 4.5 INCHES SPILLOVER O E O LL O M
OF MERCURY IN 3 SECONDS M
8.MAXIMUM SUCTION PIPE VELOCITY SIX(6)FPS OR 59 GPM n
9.AN APPROVED VACUUM RELEASE SYSTEM SUCH AS THE VAC-ALERT SVRS SYSTEM IS AN ALTERNATIVE TO THE OTHER SYSTEMS SHOWN. L n A
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CL
SUGGESTED DETAIL O CC Z - ' O
VENT COVER MAY BE GUTTER O 4`� c a . . a
DRAIN SUCH AS HAYWARD M C ` a
(COVER MUST COMPLY WITH MODEL SP-1019 W O • J
ANSUASME A712.19.BM Q
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sucTION OUTLET Reviewed by:
(MAIN DRAIN) 2-90'ELBOWS .J N
Q g ¢� Donald R.Poindexter,PEE
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1.
TO 2•MIN Florida Lic.No.64901 c0
UM DISTANCE 4119 Trinity Dr Santa Rosa CA 954O5 �R W C
IM Q
Z` TO VENT TEE `V
SI SUCTION OUTLET 0 0 CONNECTION=1' FINISHED GRADE Phone 707-494-6761 (�
(MAIN DRAM!)
ON
ALL SUCTION 1)4"O VENT UN / \\ Seal:
PIPING70 / O
3 ALL VENT 70 \\\�\%1LI1�Lnllllll//f/f�
g$ PIPING VENN •.j3 \
a�'• 601
E „0 NOTES: •P
•C ALTERNATIVE SUCTION OUTLETS SYSTEM Page
OPTIONAL ATMOSPHERIC VENT THE VERTICAL WALL OR ONE EACH ON
Z VENT TO ATMOSPHERE SO VENT TWO(2)SEPARATE VERTICAL WALLS �A ••�
WILL NOT BE BLOCKED BY DEBRIS, �(
W INSECT INFESTATION.OR
MICROBIOLOGICAL CONTAMINATION
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DUAL DUAL OUTLETS IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT SYSTEM IN PARALLEL WITH OPTIONAL ATMOSPHERIC VENT k,.,. A 0 R • ♦?
a.
TO BE INSTALLED IN ACCORD WITH SECT 4242.8.6 2007 FLORIDA BUILDING CODE:BUILDING •• ••�
yi, 8/ 11
E AND SECT 84101.8.6 2007 FLORIDA L UI NG CODE:RESIDENTALL,INCLUDING 2009 EMENT, 8 ON A r Tt R
5 20102014 FLORIDA BUILDING CODE:BUILDING AND 2017 FLORIDA BUILDING CODE:RESIDENTIAL fl Um.sNIN1 \ o• 8
m 2013 ANSVAPSPACC-7 Sucion enlrapmeM AvoManae
LL APR 10201
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7'
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PLACID-BOS REGAL-RG TAHOE-LOS SHASTA-LRS MYSTIC-M Z
475 Gal.Approx. ROYAL-RY 600 Gal.Approx. 450 Gal.Approx. SUPERIOR-CS 420 Gal.Approx. 550 Gal.Approx.
600 Gal.Approx. 700 Gal.Approx.
1th \ T1Ti ___ ___ - ____ __ ___
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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.
0
rn u-) C4
16' .}.d ' r "-
15'8" U w 10'-7" $ v M ao
8'4", 7,�„ I) IU1fl•
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SEMI CIRCLE TANNING LEDGE -TSCT HERMOSA-VFTL RECTANGLE TANNING LEDGE -RTL Q > ( z m
O Q E a . a
400 Gal.Approx. 200 Gal.Approx. 400 Gal.Approx. °
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0. J
Reviewed by: O 0 cfs 5 tj ll
J �S -p ctj vl
Donald R.Poindexter,PE m c E
Florida Lic.No.64901 ≥ --1 t,6 Id ,
4119 Trinity Dr Santa Rosa CA 95405 w 4)
Phone 707-494-8761 U N
seal
Nu111q„Ullplrypp/ '
miiiiJ _______ \,0 R:.PD� p ♦Jv
U.
3'-7'
Page
z POOL-HZE POOL-HZDXS
0. 3,600 gal.approx. 2,800 gal.approx. '0� STATE OF
Z 'g' " �+�n►�i11,i1�nl W �RI'K 101019 of 8
LL
v 25'-T
25'-5°
c o LL_- -N
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KEY WEST-BFF �SFF DELRAY-B I-
9,000 gal.approx. 9,000 gal.approx. 8,100 gal.approx. O
3'-6" �.
L 3'-6" CARMEL-FF JAMAICA-LD
CAMBRIDGE-LN 12,000 gal.approx. 3,750 gal.approx.
18,000 gal.approx.
•
38'
33' �•
+LLJ. ____________ y ___
22' r
p c v
W pper. "' '_'
M
Aruba-ARU 5,200 Gal.Approx. Barcelona-BAR CLAREMONT-V v AO
18,500 gal.approx. 11,700 Gal.Approx. O d— E •°
c+� rn r'
Co CQ 0Mj M n
Z
26' -1 35' Y Q a
1 :*_ i O � Z c m ui c
04 m O Q C E a = a a
L___________ L m ° r � XaLL
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TReviewed by:
J rn
3 5+8° j—� Donald R.Poindexter,PE 3 N
6,�„ 3' 4' 3" Florida Lic.No.64901 E M J C c6 m ,
OLYMPIA-FR16 EMPRESS-FR12 4119 Trinity Dr Santa Rosa CA 95405
15,250 gal.approx. 7,600 gal.approx. Phone 707-494-8761 ��+ V N
CANCUN DELUXE-CCX Seal:
11,500 gal.approx. Ø1B111HNpgp,,11, I-
I - 30' � �`�eV��►�R�EN,. -
15 C:
L age
r16'
3'-6' s 'off': STATE OF
W 4,� O•' ' 0Ri ��
Ma'es -FR14 MILAN-CTL �••• •• 06
1 tY 2,450 gal.approx. ss• • "• •�G`
• Coronado-BHBI 11,200 gal.approx. ZONAL
E 13,000 Gal.Approx. �ml ft$fl$ of 8
Z APR 10 1019
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U)
. 4
0'
31'
N Ft
N__POSEIDON-PS CHESAPEAKE-CP FREEPORT-FP Z
7,000 gal.approx.
BERMUDA-AL
17,500 gal.approx. 10,500 gal.approx. 6,000 gal.approx.
28'
39' 23'-11"
9 8 io iv
S m N
' F ir TROPICANA-MP
3 6"
ST.LUCIA-CM MALIBU-CRUD 2,500 gal.approx.
6,000 gal.approx. 4,400 Gal.Approx.a. ACAPULCO-AC V
, 16,700 gal.approx. d'
20' N M I
AVL39' co
W
C C M aD
3.5 O aD LL LL u-
LL
CLEARWATER-SP O
M 01 M
3,600 gal.approx. 110,0LAGUNA� -LG pprox. 3-5" L �4 rn ;
PANAMA I-BL 0.. •C c �° `�° v
Gallons Vary r
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g' O Z c ui c
AVAILABLE TO 45' I - O C Z tL = a a
30' IN LENGTH a
m Ot XQLL
o Reviewed by:I _____ __________________________ 7 Lj
� ,J3-oNv�
Donald R.Poindexter,PE E N C E
Florida Lic.No.64901 (a J t6 co £,
MAUI-MTK 4119 Trinity Dr Santa Rosa CA 95405 tT W - Q
2,300 gal.approx. Phone 707-494-8761 U N PANAMA II-BL seI: V
ROCKPORT-RP Gallons Vary ��u�anmuuarnxn�
12,800 gal.approx.
, pp�
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Page
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Z 1 Uro STATE OF :��
5''' 3 7 3'-10,. �it`�••��ORI�PG���
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zE KINGSTON-AP Oceania-BHGI
$ 17,500 Gal.Approx. 19,300 Gal.Approx. Venice-TGEN of 8
m w 16,000 gal.approx.
APR 10201
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FIG. 1 Length,width and depth may vary up to 3%-atl 92
dimensions are to outside edge of coping,measured
TYPICAL CANTILEVER CONCRETE DECK from parallel Imes.
6"X6"-W1.4 X W1.4
3'MIN. WIRE MESH OR
REBAR NO.3,ON 2'O.C.
9n EACH WAY.
SLOPED 1/4=1' "'j
12" 10"
•
Z
10" 1/4"GALVANIZED FOR CLAY
CHAIN (ADOBE)
3"THICK COMPACTED SOIL ONLY. FIG.2
SAND(TYPICAL)
4"MIN.THICK COMPACTED CONCRETE DECK
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 3'MIN. WIRE MESH OR
REBAR NO.3,ON 2'O.C.
--� 6" -- POOL SHELL FIBERGLASS ,, EACH WAY.
SLO ED 1/4"=1'
12" 10" U F0R O 10" 1/4"GALVANIZED (ADOBE)CLAY N.
3 TH THICK COMPACTED SOIL ONLY. ♦V
SAND(TYPICAL) G�
4"MIN.THICK COMPACTED W
FIG.3 GRAVEL FOR CLAY L c C) M G°
(ADOBE)SOIL ONLY. O U M x Q
TYPICAL BOND BEAM
SAND OR 112"CLEAN GRAVEL O U. L LL
CONSTRUCTION - 6" FIBERGLASS O 1..1.. E
POOL SHELL L rn M
BRICK,FILLED BLOCK, 3'MIN.
OR POURED CONCRETE 8" = Z m GGoo IZ
13ACKFILLED DIRT 0 . v
o C°
QD v C) M Go
O > }
MAXIMUM -x. .
. REBAR NO.4,ON 2'O.C. Z d m t =
$" EACH WAY. O C d = CL
24" at, .
aX. Reviewed by: m C.)
6" j_____________ J Donald R.Poindexter,PE 3 .y
Xz:z FIG.4 Florida Lic.No.64901 E - 1 £+
• 4119 Trinity Dr Santa Rosa CA 95405
12" 10" TYPICAL ABOVE GROUND INSTALLATION pf�� 707 494-6761 W m g N
_r Seal: C N
auau IUJft, V
3"THICK COMPACTED
1 SAND(TYPICAL) �O���P�I�O ' i
> GRAVEL FOR CLAY ACTED MAXIMUM
19 1/2 OPTIONAL Q '�` S�••••���
16 (ADOBE)SOIL ONLY. AROUND POOL WOOD DECK
SAND OR 1/2"CLEAN GRAVEL APPROX.6" Page
9
ws„ FIBERGLASS
a POOL SHELL •:• STATE OF '�
��`•••'��0 RiOP•G��' 3-1 " NA1. of 8
6 rnnnr" `PR 10 2019
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TABLE 1- POOLS ig.I• • • • •
TABLE 3- SPAS
ci 'Acapulco AC 16'x 39' 3'-6",6' 16700 500 5 Type 0
laJAL
Astoria FRX 15-10",40' 3'-6",7' 15600 548 6 Type 0 lrvivstic IM 10'x 10' 3'-4" 550 64
Barcelona BAR 16'x38' 3'-6"x7' 18500 518 5 Type 0 LLJ
Placid IBOs 18'-4"x8'-4" 13' I 4751 451 61O
Z
Cambrid a IN 16'x36' 3'-6",7' 18000 451 6Type0 IRegal IRG 8'x 10' 3'-4" I 6001 52
Cancun Deluxe CCX 16'x 35' 4'-3",6'-6" 11500 381 6 Type 0 IRoval tRY 8'x 10' 13'-4" I 6001 631 61
Carmel FF 13'-8"x 30' 3'-6",6' 12000 345 6 Type 0 IShasta ILRs 7 x 7' 3' I 4201 311 61
Claremont V 14'x 33' 3'-7",5'-4" 11700 416 6 Type 0 Isupenor ICS 8'x 12'-5" 13' I 7001 731 61
Corinthian RT16 15'-10",40' 3'-6",7' 15400 563 6 Type 0 Tahoe LOS 7-6"x 7-6" 3' 450 37
Delra B 11'-10"x 25'-5" 4'-6" 8100 264 6 Type 0 Hermosa IvFTI. 6'10"x 10'-7" 10" I 2001 501
Fiji FJI 15'x 34 3'-6",6' 12000 375 4 Type 0
Gulf Coast GC 15'10"x 39'-7" 3'-5",7-11" 19600 506 4 Type i — — — --- � N N•Island Breeze 11 BN 16'x40' 3'-6",8' 22000 585 4 T e I Cl)
ao
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U
Key West BFF 12'x25'-7" 3'-7' 6' 9000 230 6 T e 0 W o g M M
' TABLE 4- POOLS L M X
Laguna LG 14'x30' 3'-6",6' 10000 310 5 Type 0 �s . o
O M
Lake Shore CD 16'x33' 3'-7",5'-5" 15000 480 4 Type 0 Z m C co
HZE IWGE 8'-6"x18' 5' 3600 127 61
Malibu CRUD 12'x 26' 3'x 4'-7" 4400 209 5 Type 0
p — -- — \ M co ch co
-- — O / Z c v ui c
m
Mediterranean BP 15'-8"x38' 3'-7",5'-11" 17000 512 4 T e 0 — -------------------- --- --- --- - -------- --------------------____a O a L a a
Monaco AT 16'x 40' 3'-8",8' 21000 585 4 Type I Reviewed by: Q '' U I
Ocean Breeze OB 16'x40' 3'-6",5'-8" 18900 585 4 Type 0 Donald R.Poindexter,PE EJ
IJ w �,
TABLE 2- POOLS 4119 Trinity Dr Santa Rosa CA 95405 > N a = t
Phone
Olympia FR16 16'x 35' 3'-6",6'-6" 15250 510 6 T 707-494-8761 e 0 � V N
Seas:
•D �--+
Panama II BL 12'x(35'-45') 4'-6",4'-6" Varies Varies 5 Type 0 ���pgn++u++e+rrrrnrq,�'�
Rockport RP 14'x 30' 3'-7",5'-11" 12800 314 4 Type 0 AL ST
LL Sea Breeze K 14'-8"x 33'-9" 3'-5",8'-2" 16000 378 4 Type 0 MTK CM •64901
Page
St.Thomas L 14'x 31'-6" 3'-7',7 13700 396 4 Type 0 B LD
Z
w
Triton TN 14'x 30' 3'-7,5'-ll" 13500 338 4 Type 0
6 Valencia ST 14'-4"x27'-7" 3'-7",5'-10" 10000 288 4Type0 " 1 jONAL��G`
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APR 10 1019
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• 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 completed. and the manufacturer's instructions. N
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 a)
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. a
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 'a
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. C
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 tp
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,Wifiiams,Cafrfomia; 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 U)
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). N
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: a p
2012 ANSUAPSPIICC 5a Residential Inground Swimming Pools 1.Cantilevered concrete decks are constructed as noted in Figure 1 j
2014 ANSVAPSP/ICC-3 Permanently Installed Residential Spas and in all cases.
Swim Spas 2.Cantilevered decks are constructed with brick or stone as noted
2017 Florida Building Code 6th Edition Figure 2 in all cases.
2017 Florida Plumbing Code 6th Edition 3.Raised bond beams are constructed as noted in Figure 3 in all ALL WORK SHALL COMPLY WITH PREVAILING O
2017 Florida Fuel/Gas Code 6th Edition cases. CODES FLORIDA BUILDING CODE,
2017 Florida Mechanical Code 6th Edition 4.Aboveground installations are constructed as noted in Figure 4 in NATIONAL ELECTRIC CODE,
2017 Florida Residential Code 6th Edition all cases.
2006 ANSVAPSP-7 Barriers are required where pools are on premises of UBC Group R, AND THE CITY OF ZEPHYRHILL$
2013 ANSVAPSP/ICC-7 Suction Entrapment Avoidance Division 3,Occupancies or IBC Group R Occupancies.The barriers must ORDINANCES
2011 ANSUAPSP-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 C.)
(ISPSC-ICC)
2007 ANSUASME-A112.19.8 Expansive soils: V-
2014/2017 National Electric Code(NEC) For installation of pools or spas in expansive soils,the following 0 ao
2015 Uniform Swimming Pool,Spa,Hot tub Code(IAPMO) additional installation details must be followed subject to code official's REVIEW DATE14AY Cl) N
qq - rn
The overall pool dimensions,depths and capacities are shown in ppr° CITY OF ZEPHY 0 CO1 ♦, 0 rn
Table 1 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 RHILL iU
Section AG103.1 of the IRC,and IAPMO IGC-2000*,specified in the minimum depth of 12 inches(305 mm)beneath the pool bottom PLANS EXAMINE IHR W $ g N o Cn
UPC. and minimum 6 inches(152 mm)behind the pool walls. i ao v v
Models described in Table 2,Table 3,and Table 4 can be placed up 2.Any soft or loose soils exposed by step 1 must be removed until
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 v 0
placed with or without concrete or wood decking.Unless elevated 6 inches(152 mm)of all horizontal excavation surfaces must be u C,
portions of the units are protected from sunlight by soil berms,decking, scarified and compacted with mechanical equipment.The O c cc)
etc.,these portions must be coated with a UV-inhibiting opaque paint compacted surfaces and the excavated wall surfaces must be 0) Z 3 "'
that is compatible with the laminate, maintained in a moist condition until the first lift of backfill or fill is C c O n `Goo
Ali plumbing must comply with the IPC or UPC.Electrical work must placed against the surface.The term compaction implies any r
comply with the code in effect at the construction site.The pool and spa method necessary to consolidate the native and fill materials to Y O o- v M
must remain full of water at all times.A permanent sign,bearing the keep the pool or structure from settling. 0 > 4) ui ui
following statement,must be attached to the pumping equipment: 3.The excavated bottom area of the pool or spa must be backfilled Z c m 0 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) O < C a L a 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 a
below the skimmer.When appreciable draw-down is noticed or if it 4.The remaining 6 inches(152 mm)must be bac kfilled beneath the M O w 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 dean sand. Reviewed by:
dealers for instructions. The pool or spa must be filled with water as backfhling progresses r/j
A permanent label must be installed adjacent sign Donald R.Poindexter,PE
to the above to a level equivalent to that of the backfill.The backfill must be ® EN C E
indicating the Viking Pools dealer's name,address and telephone placed in compacted layers of approximately 6 inches(152 mm) Florida Lic.No.64901 9 J cts to
number. while a uniform height of backfill is maintained around the �j j�� 4119 Trinity Dr Santa Rosa CA 95405 W 4) '5 =
spa. or ♦ 1111 N G POOLS Phone 707-494-8761 cp y
Installation Procedure: 5.Positive surface drainage away from the perimeter of the pool and Seal: . 0 " 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 F I B E RG LASS ♦ 0
a registered design professional(RDP),subject to the building official's expansive soils.Surface area drains and surface drainage swales ��g11nN11NIrNfyp�/ i
approval,provided none of the following conditions are encountered at or subdrains must be placed as needed to prevent pending or �Q �i R. PO,
the site: saturation of the soil around the perimeter and vicinity of the pool to �r,.•••"•• "••••,
1.The existence of uncontrollable groundwater within the depth of prevent excessive shrink-swell or volume changes in the soil. ite Soils '• C E N s y'
the pool or spa excavation. �' ••'••.!t
2.The existence of an uncompacted fill in contact with any portion of Identification: Page 3 I F' 1-4J
r 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 tine top step of the pool or spa:manufacturer's name(Viking pap 5 Pool Models Page
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).
W P 7 I Spa Models&Hydro Zone Modelsi STATE OF I
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). �•'•. �l O R,p P.•���
confine sand or 1/2"dean gravel bedding. FS�''•••.........• Gtr
ui If any of the conditions above is encountered,excavation must cease Findings: That the fiberglass one piece swimming pools and spas are /O
\4*
E immediately.The specified conditions at the site must then be in compliance with the above fisted codes as noted in ESR-2014 subject Length,width and depth may vary up to 3%-all N AL of 8
S dimensions are to outside edge of coping,measured HNNn0 all
m Z from parcel lines. APR 10 2119
U.