HomeMy WebLinkAbout17-18301 , • CITY OF ZEPHYRHILLS �,, ,
5335-8TH STREET �
(813)780-0020 � 301 '
BUILDING PERMIT
� PERMIT INFORMATION �- LOCATION INFORMATIO
Permit Number: 18301 Address: 5802 12TH ST
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
� Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-05200-0130
Improv. Cost: 2,400.00 OWNER INFORMATION
Date Issued: 3/27/2017 Name: MANASCO KEVIN & DEBORAH
Total Fees: 75.00 Address: 5802 12TH ST
Amount Paid: 75.00 ZEPHYRHILLS, FL. 33542
Date Paid: 3/27/2017 Phone: 863-514-3272
, Work Desc: INSTALL 10 X 16 SHED
' CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 75.00
��
Ins ections Re uired
FRAME
SHEATHING
FINAL �
'. �� \ ����
�\\ �Q�- �
\�
REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
lacal 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 maybe 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. �
"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." ,
Complete Plans, Specifications Must Accompany Application.All work shall be pertormed in accordance with I
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. '
NO OCCUPANCY BEFORE C.O.
�� �
�
, CONT CTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
o..,_
� �
:`:5.
%�
�.;i t'��.
. � .
�'
�r'!.`w.,,, '.'.J r.
, -w--r,c;.'s-
, City of Zephyrhills
BUILDING PLAN REVIEW COMI��NTS
Con r omeowner: _�L,o�j� ��n QS
Date Received: �j�a/ /j� -
5ite: c�r��o� l a—� c�f
Permit Type: _-,�n���fJ� �h,U��
Approved w/no comments:❑ Approved w/the below comments: Denied w/the below comments: ❑
0 �/S f �P��" f. e-A
� � l rl�I �z11 �-� �GLc�L
- ��i f G� �7G�GI� 3- 27-/7 0�/�3 f` u��l� G����n-���� �S'�Q�
�
�` 's Cu.r�.�. Gda�% � � a � 7�J c� Pll�
. dq
'his comment sheet sh be kept wi ermit and/or plans. j
�
__ �
r � �o,,,�
.alvin Switz -Pl ' er Date Contractor an or Homeowner
(Required when comments aze present)
Jun 0115 Oi:22p. candgsheds 727-852-243d p.T
'(;; ��t;s:�a^::��i'�'E:.'��r;~:,,a:�u„
�Usir�S� ' .��:,�::�F��,}.:���:;rr::
�c��£SSIC�I'1d� :�;;� ., ``.,:""�:�
t�.. .e=.r-�c��:,:�.��:�.�,;��
:�:;r.,-: :���:3���,-�.r:�r���-�;�;��,;;
f{en Lawso�,Spciets.ry� � Rick.Stott,Goc�er�or
Aprii 20,2015
5teve Perry.
WeOtherKing-FI.
122i SW EaCutyptus Ave
arcaAia,FL 3�3286
RE:ManufadurarCerilficatlon,ID MAf-4749;�x�iratlon Date;Aprii i7;2tl18
Oear Steve Perry
It is my pleasure to i�farrti•you that WeatherKtng,-FL,kocated at i�21 SW Eacatyptus Ave,
Ar�acfia,�L 34265,has.been appPovecJ urtder tt�e Hianufacture�.9ufldl�gs Ar�oyrarri,as pTay�ded
tor under CC�apfer 553,part I, Flarlda SYatutes,,to manufacture Storage$tieiis far fnstaltation�in
Florld�.
ConstnicHon or mndl�3cation.on a rnanuiactured buiir3ing Canriat beglri urttit.the Third Party
Agency h�s apprpved#�e plans Eri acCar(SBiice�rith the rarr�nf.Flor3da.8uiidittg Cbd2_ Yaur 3'tilyd
aarty Agenry ts a cantractor for ihe:DEpa.rttnert.and ha5 statutory•a�ithority arid responsibiNCies
that rnusC!ae met to.mair�a,n appnivea status.You itmay eXpeCt and demand quatify plans
rev'ie�v and inspettians,
Each Cade change v�iit rnake,your p�ans absofete unili�yey:have been r,eviewed,.approved"and
indicated[on tlie tover page of the ptans]For tompiiance wlth the.Cude,by your.Third Party
Agency(or p�aris revi�v.please ensure`that your ptans a�_7n Wmptiance and are pro{seriy
Posted bn our tv2bsfte.All�te-r2lat�i.in�t�tion€ssues are subJect tb tt�e#ocal aufhoney
having jurisdiction.
7he b2par�ipent's contractor wtH make.uttannounced inohttorlrttj vts{tS 3t leaSY once each yeac:
You must gr�,nt tompiet+�access to yqar ir��,nu[acturing fadllty and:recorY.is.to remrai�in
c6rnpHance evitis the rules and r�guiatlans of ii�is program.
Ynur ecrCititrotion»np�aouet��oF enFcr yen��rom:trti�Anle,voti w+�i mer.�ve cs renewai nnt�rc�ny
Finatl generdted by the BCTS�(vr.�F..ilori:ialx�ildinq:orA)far o�llne renewa!tE you have qu�ns.
you may conteci Ratiert Lqreozo at 850-7�7-1835 arour FAx at 850-+i1�=8436.
P18ase visk our website a�r�wvu.ilorirab itr in .�t,p see.vakrable'infiarmation on the florida
Manufacty,-ed guitdtngs Program;A capy of this f�tter tnust acccirtpany appGcations for 16cai:
bulldir.g:derrnits.
5lncerely,
�"'..''.�' ��t't--,. f�
L....
itotrert.Loreozo
Manufactured"B�11di�tgs Pirigram
tc:NaHonal Drsigr►arid Inspe�Yioh,Inc
,�yp�°'"p
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD �
HICKORY, KY 42051
GENERAL NOTES:
1.ANCHORING PLANS ARE TO BE USED IN CONJUNCTION WITH BUILDING PLANS, B. GROUND ANCHORS DESIGNED FOR SOIL CLASS 4a OR BETTER.
SUBMITTED SEPARATELY.
SOIL CLASS 4a: CONSISTS OF LOOSE TO MEDIUM DENSE SANDS,FIRM TO STIFF CLAYS AND SILTS,ALLUVIAL FILL.
2.DESIGN LOADS ARE IN ACCORDANCE WITH THE 2014 FLORIDA BUILDING CODE. BLOW COUNT,PER ASTM D1586,OF 18 TO 23,AND A READING ON A TORQUE PROBE OF 276 TO
350 INCH POUNDS. THE MINIMUM ANCHOR LENGTH FOR SOIL CLASS 4a SHALL BE 48 INCHES.
3.WIND LOADS ARE BASED ON THE FOLLOWING:
ULTIMATE DESIGN WIND SPEEDS:(2014 FBC FIGURE 1609C)
Vult=120 MPH
Vult=140 MPH
Vult=160 MPH
RISK CATEGORY I
EXPOSURE CATEGORY C
INTERNAL PRESSURE COEFFICIENT GCpI=t0.18 "
4.THE MINIMUM ANCHORAGE SHALL BE AN ANCHOR AT EACH CORNER OF THE BUILDING.
LOCATE THE ANCHOR WITHIN 12 INCHES FROM THE CORNER. REFER TO ANCHOR SCHEDULE FOR
ADDITIONAL ANCHORS THAT MAY BE REQUIRED.ANY ADDITIONAL ANCHORS BETWEEN THE CORNERS
SHALL BE SPACED EQUALLY. �
n���
5.WEATHER KING IS NOT RESPONSIBLE FOR THE PREPARATION OF THE PROPOSED SITE OR D r:a�
DETERMINATION OF THE SITE'S SUITABILIN TO SUPPORT THE PROPOSED STRUCTURE.IT IS THE g� �����'
PROPERTY OWNER'S RESPONSIBILITY TO DETERMINE IF SITE CONDITIONS ARE SUITABLE TO SUPPORT �.i�y� O�v�p�
THE STRUCTURE. � N��r
6. TIE-DOWNS AND EARTH ANCHORS ARE TO BE SUPPLIED AND INSTALLED BY THE PROPERTY OWNER. �` ro/T►�z�
WEATHER KING IS NOT RESPONSIBLE FOR ANCHORING THE BUILDING. � IY� z m �
r�
7. THE SCHEDULES INDICATE THE RECOMMENDED NUMBER AND TYPE OF BUILDING ANCHORS TO BE p.!. �A�
INSTALLED BY THE PROPERTY OWNER ALONG EACH SIDE OF THE BUILDING. GROUND ANCHORS � �;� L� ���m R`
SHALL BE RATED FOR SOIL CLASSIFICATION 4a. IT IS THE PROPERTY OWNER'S RESPONSIBILIN TO � �.,., �� �()��jJ
V E R I F Y T H E SO IL TYPE FOR THE SITE WHERE THE BUILDING IS TO BE PLACED. � �'�j� �jj�O �
011 � � O O v
- �,�:: � vm�' �
. �f �z �
�� r " Zv
:��°°�:����:"��----.. �MASTER ANCHO�RING PLANS--�LORID�--FBC 2014
' Na77209 ';*'
_ „���� • Pao�eCrNo: SHEETNUMBER
��'� �0.� � DATE: 07-21-2015
� � �r� ■ ■ S-O-AP-FL
� ,, •.�ORIOP'`, ��:` ���� 11rrs� �� ■ oRnwNeY• KLN
n
,����Sf�•• ,O�� �� CHECKED BY•
- ����qu�mnnaa�7-2�-�5 ��s#R��B�� Fs+��bcYl�s�� aevlsloN: SCALE:NONE
�°'�
WEATHER KING PORTABLE BUILDINGS
760 WESTBROOK ROAD
HICKORY, KY 42051
GENERAL NOTES: DESIGN CRITERIA: ITEMS BY OTHERS:
1.STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH 10.WOOD FRAMING SHALL COMPLY WITH THE NATIONAL 1.DESIGN LOADS ARE IN ACCORDANCE WITH THE FOLLOWING ITEMS MAY BE SUPPLIED AND
THE 2014 FLORIDA BUILDING CODE(FBC). FOREST PRODUCTS ASSOCIATION(NFPA)"NATIONAL THE FLORIDA BUILDING CODE,2014. INSTALLED BY OTHERS.THESE ITEMS MAY BE
DESIGN SPECIFICATION FOR WOOD CONSTRUCTION",2012. OCCUPANCY CATEGORY I SUBJECT TO LOCAL JURISDICTION APPROVAL.
2.ALL MATERIALS AND CONSTRUCTION SHALL BE IN WEATHER KING PORTABLE BUILDINGS IS NOT
ACCORDANCE WITH THE ABOVE CODES AT THE TIME OF 11.ALL ROOF DECKING IS TO BE J�6"O.S.B. 2.LIVE LOADS: RESPONSIBLE FOR THESE ITEMS.
MANUFACTURE. FLOOR:40 PSF
12.ALL SIDING IS TO BE TREATED Tt-11,LP SMARTSIDE LOFT:10 PSF 1.THE FOUNDATION TIE-DOWN SYSTEM
3:DRAWINGS SHALL NOT BE SCALED FOR DIMENSIONS. PANEL,OR 29 GA.MEI'AL SIDING. ROOF:20 PSF
2.RAMPS,STAIRS,AND GENERAL ACCESS
4.STRUCTURES ARE CLASSIFIED AS"MINOR STORAGE 13.ALL FLOOR JOISTS ARE TO BE PRESSURE TREATED 3.WIND LOADS ARE BASED ON THE FOLLOWING:
FACILITIES"(OCCUPANCY CATEGORY I)AND SHOULD NOT BE SYP#2,OR BETTER. " ULTIMATE DESIGN WIND SPEED: 3.ELECTRICAL SERVICE HOOKUP
USED FOR HUMAN HABITATION. (2014 FBC FIGURE 1609C)
14.ALL WOOD FRAMING IS TO BE TO BE SPF#2 OR BETTER, Vult=160 MPH
5.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT HAVE A UNLESS NOTED OTHERWISE. RISK CATEGORY I
3 SECOND WIND GUST OF 160 MPH FOR RISK CATEGORY I EXPOSURE CATEGORY C
STRUCTURES PER FIGURE 1609C OF THE 2014 FBC. 15.ALL FLOOR DECKING IS TO BE 5/"TREATED PLYWOOD. INTERNAL PRESSURE COEFFICIENT:
UN-TREATED T8G PLYWOOD FLOORING MAY BE USED GCpi=t0.18
6.SIDING FASTENERS SHALL NOT BE INSTALLED IN PANEL SIDING WHERE THE BOTTOM OF THE FLOORING IS OVER 18"ABOVE COMPONENTS&CLADDING:
GROOVES IN THE FIELD OF THE PANEL OR WHEN THE SIDING THE GROUND. LOADS SHOWN HAVE NOT BEEN ADJUSTED FOR
, GROOVES OCCUR AT CUT EDGES OF THE SIDING PANEL. LOAD COMBINATIONS IN FBC SECTION 1605.
16.ALL SKIDS ARE TO BE 4x6 PRESSURE TREATED,
7.STRUCTURES ARE DESIGNED FOR LOCATIONS THAT ARE NOT RATED FOR GROUND CONTACT. EFFECTIVE WIND AREA,Ae=10 FT1
IN FLOOD HAZARD AREAS. STRUCTURES SHOULD NOT BE ROOF-ZONE 1=32.2,-51.1 PSF
USED IN OTHER LOCATIONS. 17.NAIL IN ACCORDANCE WITH RECOMMENDED WOOD ROOF-ZONE 2=32.2,-88.9 PSF��r�D�
FASTENING SCHEDULE PER TABLE 2304.9.1 OF THE ROOF-ZONE 3=32.2,-131.5 PS��0 m�
8.IN ACCORDANCE WITH FBC 1609.1.2,STORAGE SHEDS NOT 2014 FBC. WALL-ZONE 4=55.8,�0.5 PSFO O�G
DESIGNE�FOR HUMAN HABITATION WITH A FLOOR AREA WALL-ZONE 5=55.8,-74.7 PSF,�Z�D�
OF 720 SQUARE FEET OR LESS ARE NOT RE�UIRED TO COMPLY 18.ALL EXTERIOR NAILS ARE TO BE ZINC COATED. ��r
WITH THE MANDATORY WINDBORNE DEBRIS IMPACT STANDARDS 4.CONSTRUCTION TYPE:V-B �r�Z�'
OF THE 2014 FBC. 19.STRUCTURES SHOULD HAVE 30 YEAR RATED FIBERGLASS/ �� '��C��
ASPHALT SHINGLES OR 29 GA METAL ROOF PANELS.
9. IN ACCORDANCE WITH FBC 1008.1.1,BUILDINGS THAT ARE 400 � � '�n v 0�
S�UARE FEET OR LESS THAT ARE INTENDED FOR USE IN 20.ALL BUILDINGS ARE TO BE ADEQUATELY ANCHORED TO � �� , i�y z��
CONJUNCTION WITH ONE-AND TWO-FAMILY RESIDENCES TO RESIST WIND LOADS. REFER TO THE MASTER ppp��� P�
ARE NOT SUBJECT TO THE DOOR HEIGHT AND WIDTH ANCHORING PLANS,SUBMITTED SEPARATELY,FOR � O `•o �(7�(A�
REQUIREMENTS OF THE 2014 FBC. REQUIRED ANCHORING INFORMATION. �O c� (A(7 0
�
��� �mm �
-°'''°"""u"N°""�--.. LOFTED BARN--FLORIDA- D=160 PH�-FBC 2014 �
����,L ��� �
:�.�GENS�•,� '�
-...
�*;� N0.77209 •;*% PROJECT N0:
_ ; * _ . SHEET NUMBER
��:.. �'P� DATE: 06-05-2015
� ..��F� : `� DRAwN ev KLN S-O-LB-FL
'� <� P•• ��`,` ������ ��� � CHECKEDBY• KLN
� • !�g�«� ■ p�r ■ sy�r�y
` ','�����Omnn���oA`���� �a�R#���s� P�/'��cifl�ii�� REVISION: SCALE:NONE
s�s-78o-00�o City of Zephyrhilis Permit Application Fax-813-780-0021
• Building Department
Date Received � a� �� Phone Contact for Permitting • �� �� — �O�-���
� ('J 2 /'/�
Owner's Name �,S Owner Phone tdumber O�J'�/ 7� ��7�
Owner's Address � /� J� Owner Phone Number
Fee Simple Titleholder Name Owner Phone Number
Fee Simple Titleholder Address
JOB ADDRESS J c�W�uL Cl7"'� ciZ641/��— LOT# �
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROP.OSED � B ,, NEW CONSTR 8 ADD/ALT Q SIGN Q Q DEMOLISH
INSTALL REPAIR
PROP,,OSED USE. Q SFR Q COMM 0 OTHER
TYPE'OF COP1STRl1CTION Q BLOCK • Q FRAME 0 STEEL Q
.. �1
DESCRIPTION OF WORK ��S
BUIL�ING SIZE I� X �9 SQ FOOTAGE�� HEIGHT •
QBUILDING $ �fOo� Q� VALUATION'OF TOTAL CONSTRIJCTION
/'
QELECl'RICAL $ AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING $
/�3ro �
QMECHANICAL $ VALUATION OF MECHANICAL INSTALLATION � !
I,
QG,4S Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO
�
BUILDER `J �, �C�Y �'� D W`��j
SIGNATURE ���'� REGISTERED Y/ N FEE CURRE� Y/N
Address License#
'ELECTRICIAPI COIM PANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address - - License# �
PCUMBER.,,„ COMPANY '
31GNATURE REGISTERED Y•/ N • FEE CURRE� Y/N
, Address �� License#' �
�- .MECHi4NICAL � COMPANY
'� SIGNATURE' � REGISTERED , Y/ N FEE CURRE� Y/N : ti � -
Address-=' '• L•icense.#
,,:�;�,.,
:. .OTHER° `�"- " � COMPANY
�`�SIGNATUREi, � � '� REGISTERED Y/ N FEE CURREK Y/N
r�. ...•?'.-� � , . � . ..
-Address.:,: ���- _ � •� ' License# ,
;,,s ..-... , _ -
'��'.RESID.EPiTIAL-��;; Attacti:;(2).Plot Plans;s(2)�sefs ofaBuilding Plans;`(1•)�set'of�Energy'Forms;R=O=W�eiiriiLfor_new.constructlon,- _ _
� �.e,��x;;-;:+,.��•-::Minimum;ten�;(,10)wo.r.king;cJays afte��su6inittal�dafe.=Required'onsite;Constr'uction Plans,�Storinwater Plans w/Silt Fence installed,
. .��'S.4,:i.. ._ •» w . �
Sanitary Facilities,&1�dumpster Site;Work Permit for:,subdivisions/large'proJects'
�'�f:COMMER6IAL Attach(2)complete�sets`of Bullding 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,Constructlon Plans,Stormwater Plans w/Silt Fence installed,
- Sanitary FacilfUes 8 1 dumpster.Site Work Permit fo��all•new.projects.All commercial requirements.must meet compliance
1�.;SIGN�:PERMIT �Attaoh'(2jsets:of�,Engineered:Plans:��� .: � •
'"**PROPERTY SURVEY,required fo[.aII.NEW construction..
J�_Di�ecticns: � ,.,, .
'� � Fllltout application completely.
, �O,wner:&ContraGtor sign 6ack of application,notarized
, If over$2500,a Notiae of Commencement is required. (AIC upgrades over$7500)
:" i4 ent for�tti'e�conNactor or Power'of Attome for'tFie oinrne� would tie someone with notarized letter from owner authorizin same
9 � �-,.. ,. ) Y� ) 9
+".OVER;THE COUNTER�PERMITI'IN.G. ,._ (copy..of contract-required) ' '�� " � --
�.`Reroofs if'sfiingles Sewers Service Upgrades A/C Fences(PIoUSurvey/Footage)
. .�...._.�-<.._<..,,.-...� ._..
Driveways-Not ovec_Counter if on public roadways..need§ROVU � ' °y '`'' =�r�'�'�`�='� ��'="
'�._\ ,.�'�� :rJ��i� i..c..,.,'ii J^
'�� .. � � ;Jl... �." . �.i._. '
�'_ t' . .' - - �' - - -�. ,. .. . 4