HomeMy WebLinkAbout15-16472 i
CITY O�' ZEPHYRHILLS �
5335-8TH STREEf f.
� � (s13}�so-ooza 16472 ��
PI.UMBTNG PERMIT
�.
PERMIT INFORMATI4N LOCATION INFORMATION
Permit#:16472 Issued: 7/28I2015 Address: 38620 �ANSING AVE
P�rmit Type: PLUMBING ZEPHYRHILLS, FL.
Class of Work: PLUMBING/NEW Township: Range:
Proposed Use: NOT APPLiCABLE Lot(s): Block: Section;
Sq. Feet: Est. Value: Book: Page:
Cast: 650.00 Total Fees: 40.00 Subdivision: SLEEPY HOLLOW MHSUB D(V
Amount Paid: 40.00 Date Paid: 7/28/2015 Parcel Number: 02-26-21-0260-04500-0000
Ct�NTRACTUR INFtJRN1ATICIN tJWNER INFORMATIC}N
Name: BRUCE CARRIGAN PLUMBING Name: SLEEPY HOLLQW
Addr: 19Q5 HILLDALE QR Address: 3862Q LANSING AVE
DADE CITY FL 33525 ZEPHYRHILLS, FL. 33542
Phone: (813 782-8482 Lic. RF0466902 Phone: (813 782-1111
Wark Desc: INSTALL GREASE TRAP IN CLU,BHOUSE
APPLICATION FEES
PLUMBIhlG FEE 44.00
� 1NSPECTtt�NS REQUIRED
1ST ROUGH PLUMB ,,/� �
2ND ROUGH PLUMB /�t�+' I
SEWER �
WATER � I
FINAL�== j-
REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one af the following reasons: a)wrong address b) condemned wark resu[ting
from faulty construction c) repairs or corrections not made when inspections called d)work not ready far
inspection when ca!!ed e) permit not posted on job site� plans not a job site g)work not accessibte.
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NOTICE: In addition to the requiremenfis of this permit; fihere may be additional restrictions applicable to this property that
may be found in the public recards 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 befo�e any further permits will be issued to the person owning same
"Warning to owner: Your failure fio record a notice af cammencement may resutt in your paying twice for
impravements ta your property. If you intend to abtain financing,consult with your tender or an attorney
befare recarding your notice of commencement."
CampEete Plans, Specificatians and Fee Must Accarrrpany App(ication. A!E wark shail be perfiormed in accardance with City
Codes and Ordinances.
CQNT CT�R PER UFFI
PERMIT EXPIRES► IN 6 MONTHS WITHOUT APPROVED INSPECTIO
CA�[. FOR INSPECTION - 8 Ht}UR �lflTICE REQUIRED
PROTECT CARD FROM WEATHER
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�,�-rav-uuzu C�ty of Zephyrhills Permit AppEicat�on ��x-s�s-78aoo2�
Building Department
_ � za/ _ - � ..
Date�teceided phone Contact for Permittin � � �
Owner's N�me 5��(� �tv��p� �O b+�� ,,�iS��R-S Owner Phone Number �Z 3'��2'"1j� �
5�� � �
OHrner's Address �CP �-rj. l�Yl`�j i}i pt l.9- h r �3�S �L Owmer Phone Numbe�
Fee Slmpie Titleholder IVame Owner Phone Number � �
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Fee Simple Titfeholder Address �
JOB ADDRESS '�FS�Li� }.{�Yt i i l.OT#
�
sugoEVES�or� �� � PARCE!1D# Da?'�cv-��� �%2c�4- �c�QQ��-c��.1�p
� (OBTAINEp FROM PROPERTY TAX NOTICE)
VNORK PROPOSED � NEW CQNSTR 8 ADDlALT �� SlGN Q Q DEMOLfSH
iNSTAIL REPAIFt
PROPOSED USE Q SFR Q CO(VIM � OTHER
TYPE OF CONStRUCTIQN Q BLOCK Q FRAME Q STEEL Q
QESCRIPTION OF WORK -�-�5'�{3-� I � t,t. �t S�- �.•C�i"
�
BUILDING SIZE �—�] SQ F{)Q7AGE�!.J HEIGHT C�..�
QBUIlDING �>�� VALUATION QF TOTA�CONSTRUCTION
[�E�ECTRICAL ��� AMP SBRVlGE Q PROGREBS EIVERGY Q W.R.E.C.
�PLUMBING $ ���•���
�JMECHANICAL ��-� VALUATION OF MECHAN(CAL INSTALWTlON �,r'�`�
����
OGAS Q ROOFING Q SP�CIALTY C'� OTHER
PINiSHE�FLOOR ELEVATIOM1IS FLC10D ZONE AREA QYES NO � ���
c�
B���QE� CQMPANY
SIGWATIIRE _ REGISTERED Y/ N . FEE CURRE� Y/N
Acldress � license# � ��
EL.ECTRtClAtd COMPANY
SIGIdATURE REGISTERED Y I N FEE CURRE� Y/N
Atldress I � �€cense# �- �
PLUI4ABER � CQMPANY ��� � �`' Lji'? t�
Slt'aMATURE REGISTERED Y I N FEE CURR N Y/N
Address i! �� L � C(cense# G/y�(/�,/^ ,���� �
MECNANlCAL `� Gt?MPAhtY
SIGiNATURE _ REGISTERED Y/ N FEE CURRE� Y J N
Address I [.Icense# 1 �
OTHER � CQMPANY
Sl.t`ai{1IATURE , r_ REGiSTERED Y J N FEE CURREh Y/N
Addtess 'r.� ! �tcense# �� �
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RESIDEMTIAL Attach{2�Plot Plans;{2)sets of Building Plans;{1!)set ot Energy Fonns;R-O-W Permit for�ew canstruction,
Minimum ten{10}working days after submitta!date. Required onsite,ConsUuction Ptans,Stormwater Ptans w/Sitt Fence installed,
Sanitary Facillt(es 8�1 dumpster,Site Work PeRnit�for subdivisions/large projects
COMMERCIAL Attach{3)compiete sets of Buiiding Ptans plus a Life Safefy Page;(1)set af Energy Forms.F2-O-W Permit far new constructlan�
- - Minimum ten(10}working days after submitEal date. Required onsi#e,Cons#ruction Plans.Stormwa#er Plans w/Silt Fence insta0ed,
Sanitary FacitlCies&1 dumpster.Site Work Permit for all new projects.AII commercial requirements must meet compliance _ -
SlGN PERMIT Attach(2}sefs of Engfneered Pians. }
""PRt)PER1Y SURVEY required for ail NEW co�sUvction.
Dlrections: '
Fiit out appiication comptetety. '
Ovmer&Conkractor sign back of applfcation,notarized
!f aver S250Q a Notice of Commencement is reqttlred. {A!C upgrades over�75d0}
Agent(for the contractnr)or Power af Aftomey(for the owner)would be someone with notahzed letter from owner authorizing same
OVER THE GOUNTER PERMiTfiNG {Frant of Application Onty}
Reroofs i(shingles Sewers Service Upgrades A/C Finces(PIoUSurvey/Footage)
Driveways-Not over Counter if on public roadways..nesds ROW
NOTICE OF DEED FZESTRICTIONS: The undersigned unde�stands 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 CONTRACTOFtS 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 IMPACTlUTILITIES 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—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/OWFVEit'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 jurisdicfion. 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, WatedWastewater 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,Aadversely 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 permif application, for lots less than one (1)
- acre which are elevated by fill, an engineered drainage plan is requi�ed. � ' ' '
If I am the AGENT FOR THE OVNNER, 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 F�►ILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUIZ
PAYING 'fWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT
�WITH YOUR LENDER OR�1N ATYORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. _
- --F�ORIC3A JURAT�F:�1'i i.�3 j- -— `--- • —--
OIRINER OR AGENT COPITRACTOR
Subscrtbed and swom to(or affirmed)before me thls Subscribed and sworn to(or affirmed)before me this
by bY
Who islare personally known to me or has/have praduced Who Is/are personally known to me or has/have produced
as Identlfication. as identification.
Notary Public Notary Public
Commisslon No. Commission No.
Name of Notary typed,prfnted or stamped Name of Notary typed,printed or stamped
i
Jacqueline Boges
From: Bill Burgess
Sent: Friday, July 31, 2015 2:48 P
To: Jacqueline Boges
Cc: Joel Bacon �
Subject: FW: Sleepy Hollow MHP
Was on today's inspections ��
From: Rodney R. Hyde [mailto:rhydeCa�pascocoun_tyfl.net]
Sent: Friday,July 31, 2015 10:36 AM
To: Mike Perry; John Bostic; Gene Brown; Bill Burgess
Cc: David James
Subject: Sleepy Hollow MHP
I checked this business today for the inspector,and the trap is installed correctly: I did let them know that if DOH
requires them to install a "air gap"then they could add it at that time. But not to install it unless DOH told them they
had to because with this type of set up it will cause mo�re problems than anything.
Rodney
Project closed.
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"B��i�zging Opportu�zities Home" ,
The information transmitted, including attachmen s, is intended only for the person(s) or entity to which it is
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request, do not send electronic mail to this entitv.�Instead, contact this office bYphone or in writin�
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" INT"ERC�EP�T�I�S`� �j �- � � . - .- � �
� �oo Series TqG
Grease Interceptors, Series �00 - 801
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Product Description: Recommended for removing,then retaining fa#, oll,and grease from
wastewater•in kitchen and restaurant areas where food is prepared. The 800 series grease
interceptor is constructed of coated corrosfon-resistant fabricated steel with no-hub connections and
separate no-hub flow control;a one-piece removable baffle; diamond plate, non-skid cover;and a
� unique, combination cover locking/lifting device. �
Features�nd Benefits: �
•Slip-resistant diamond plate coyer ;
• Designed to be lnstalled in above-#he-floor instailations or recessed where space is limited
• Constructed of fabrlcated steel,corrosion-resistant coated ��
• Regularly furnished with no-hub inlet and outlet,�threaded available
� •�Low type grease interceptor is designed to be installed under the sink
or in an area where space is limited �
•Confarms to PDI Grease lnterceptor Standard PDi-G101
• IAPMO Listed, Fife No.2697 and C-3878 i
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. IFlow Control for Series 800-801
Series 800-801
GP61 GREASE
Fl�. FLOW CdP I �
NO. RATE LBS IA B C D(LENOTH) E(HEIOHn F(WIDTH) (PI 53m)
600-Y02-04 4 8 02" 6 7/8° 2 3/4" 12 7/4" 9 5/B" 13' 1 1/2"
B00•Y02-07 7 14 02° 7 3/4" 31l4" 13 5/8" li" 141/2" 1 1!2"
B00-Y02-10 t0 20 02° 83/4" 35/B" 15` 123/6" i53/4° 11/2"
SOD-Y02-15 15 30 02" 111/4° 31/2" 173/B° 143/4" 181/4' 71/2" (
800-Y03-20 20 40 Q3° 12 3/4" 4' 19 3/8° 16 3/4" 20 1/4° 'I 1!2' !��t�1 5
800-Y03-25 25 50 03° 141/4° 41/8" 21' 183l8" 21:/4° 17/2" { ���,5 f 3
;800-Y03-35 35 70 03" 14 1/2" 4 1!2" 22 3/8" 19" 23 1/4" 1 1/2",� ` �� _I(
� 800-Y03-50 50 1Q0 03° 141/2" 51/4" 315I8° 193/4" 231/4" 11/2° L'�
LOW TYPE
I 801-Y03-20 20 40 03" 7" 33/4" 391/2° 101/2' 203/4° 11/2"
801-Y03-35 35 70 03" 7° 4 3/4" 52 1/4° 11 3/4' 26 3/4° 1 1/2"
80i-Y03-50 50 100 03" 10" 516/76" 501/4" 1515/16" 263/4" 11/2"
I
800-T02-04 4 8 02° 6 7/8" 2 3/4" 12 114" 8 5/8" 13" 1 1/2"
BOD-T02-07 7 14 02" 7 3/4" 3 j1/4° 13 5/A" 11° 14 1/2° 1 1/2"
600-T02-10 10 20 02° 8 3/4" 3 5/B" 15" 12 3/8" 15 3/4" 1 1/2"
8D0-T02-15 15 30 02° 111/4° 311/2" 173/8" 143J4" 181/4° 11/2"
800-T03-20 20 40 03" 12 3/4" 4" 19 3/e" 18 3/4" 20 1/4" 1 1/2"
800-T03-25 25 50 03" 14 1/4" 4!1/B" 21" 18 3!8" 21 3/4° 1 1/2"
800-TQ3-35 35 70 03" 141/2" 4�1/2" 223/8° 19" 237/4" 11/2"
8�-703-5D 50 100 03° 141/2" 5'1/4" 315/8• 193/4' 231f4" l i12°
LOW NPE
B01-T03-20 20 40 03° 7" 3i3/4" 391/2" 101/2° 20314" 11/2"
801-T03-35 36 70 03" 7" 4;3/4" 52 1/4' 11 3/4' 2&3/4' 1 1/2"
801-T03-50 50 100 03" 10" 515H6" 501l4" 1515H6° 283/4" 11/2"
NOTE:Dimensionai data is subject to manufacturing tolerances and change w(thout notice.
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A Product of: � �s �eries �00-801
��� �JJQ�`I G�e SMITH MFG.CO: ' �
PRODUCTS 5izes7-SOGPM Slxea7A•50GP0.9 Sizes7-15GPFA SPM2042
DIV1610P1 OP BMITH IWDU6TRIE8,IHC. O���A
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G�r��se. l�terc�p�oir�,�.�oo- �oi:,�eries ,� `. . _ . � � � _�� : ` :� - �` � .
p — 2.50
" T(P
�Non-Skid Caver ~--
Alr Rellef
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Cleanout Plug
- —A- INLET Water �a''h OUTLET �
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B F-Body Width
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QPkS tlREA$8
Fi4. Fi.OW CAP a
N0. RATE LBS A B C D(L8N0 E HBiG K DT ptu
806�p2-0� 4 B QY 87/8' 2314' 121/4` 9518' 73' 17/1`
84Q-42-0T 7 14 OT 73/4' 3 V4' 135l8" 77' 1412' 11/2"
8A0-02-'!0 10 � 02° 8374" 35t8' 45" t23t8' 158t4` 1112'
600-02•18 16 30 02' 11 114' 3 7!2' 17 3f8' tA 3/4° 181/4' 1 112"
8�-03•20 20 �0 03' 123/4' 4' 103l9' 163/4" 2D1/4' 17
COQ-63-25 2S 5U 03' 14 7!4' 4 tB' 21" YB 3tB' 21 3J4' 1 1P2'
80Q-Q?-35 3b 74 03' 14 1t2' #}t2" Y13t8° i9° 231t4' f iJ2"
BDO-03-5Q 50 100 IX!• 145/2° 61q' 316/8" 193/4' 231/4' S12"
LOW TYPE
&41-63-2U 20 4Q 03' 7' 33l4` �9 1M«' 7�i/Y 2a y6° f!2°
80t-03-35 35 74 6:i' T 4 3td' S2 ilR' t1 3t4" 28 91<' t 112' '-,,,,,_,
BO1-03-50 60 100 03" 10' 6 15I18" 50 1/4" 16 16fi6' 28 3!4 1 12"
td4TE:Dtmensbnai deta ia su�sct to manuEactwlnp toierancee end change wtihout notice.
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� �� �rease interespfor is necessary where tat, oii, grease, Wafer drainirtg to #he interceptor passes through a
(fOGI or other similar line clagging contaminan4s are present flow controi fitting which regulates the velacity of the water to the capacity
in waste water ihat must be disposed of through the san(tary system. of the Interceptor.As the water enters ths mterceptor at this controlled
rate af f1ow, it is free o# furbulence, 1# #�en passes aver separa#or
baffles which are positioned to insure that fat, ail, and grease are
Preveniing grease from entering drainage I�nes shoald aiways_ ef�ciently separated irom the waste water. Qnce separated, these
be consfidered when deslgning the plumbing drainage system contaminants r'sse to #he surface af the water in the interceptor
in any residential ar commercial building having facilities for the by natural flotatipn and are accumuiated unbl removed. The waste
pte�aration and servir�g of faad in quanMy. tn these lnstaliatians,whe�e fat and water, naw rslfeved af aver 90°to of contamine�t oi! and grease,
grease are a byproduct,an efficient 8Qd Series interceptor shouid be installed continues ta flaw thraugh the interceptor into tfie
to prevent this materfal from entering the drainage lines. sanitary systems,
b � • , d . �
STEP 9 Determine the cubfc mntent of the fixture by mtritiplyfng tength x A slnk 48'tong by 24"wlde by 12'deep
wldth x depth. Cubic content 48 x 24 x 12=13,824 cubic in�
STEP 2 Determine the capaclty in gallnns. �onkents 1n gaLs. 1 2314 a gq.$gals.
i gai.m 23i tnbfc Enctres.
STEP 3 Determine actual drefnage load.The ilxture is usually filltd to ebout
757G of capncity wfth wute water.Tht items being washed dlsplace Actuat Drainage Laad.75 x 59.8 gats.a 44.9 gats.
abaut 25%of the ftxture content.Actuat dminage toad=75;K of flxture
capadry.
STEF 4 Determine the fiow rate artd the dratnage pertod. !n generat, gcad ��;CUtate flow rnte for 1 mtntrte pertad.
' pracfices dictate a one minute drafnage period,however where cond#- ��„�at¢ d.t.4 Ratr_„,�,},q GPM
tlons permit,a 2 minute perlad is acceptabla.Dralnage pertod 1s the ���,
actual Hme required to completely empty the fixture. For 2 minute perlod
Ftaw Rate= Actnat Drai»age Load Ftow 3tate M.4 eats.n 22.5 GAM
� Dralnage Period 2 Min. '�...
STEP 5 Select the lntet�ceptw which canespands to the llow rate cnlcula#+ed. For 1 minute period
hlote-5etect 2arger siae when flaw rate fatts between two siies tist�d.� �•p UPM requfres a flg.8�-03-54
� For 2 minute period
22.5 GPM requires a F1g.800•03-25
a� . —