HomeMy WebLinkAbout13-14617 • CITY OF ZEPHYRHILLS
5335-8TH STREET
, (sispso-oo20 617
BUILDING PERMIT
Permit Number: 14617 Address: 38609 11TH AVE
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: SHED INSTALLATION Township: Range: Book:
Proposed Use: SINGLE FAMILY RESIDENTIAL Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 11-26-21-0010-05200-0080
Improv. Cost: 8,065.00
Date Issued: 10/11/2013 Name: STROUT, JEFFREY& DORIS
Total Fees: 120.00 Address: 38609 11 TH AVE
Amount Paid: 120.00 ZEPHYRHILLS, FL. 33542
Date Paid: 10/11/2013 Phone: (813)782-7163
Work Desc: CONSTRUCT SHED 20 X 20 W/SLAB
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REINSPECTION FEES: Reinspection fees will comply with Florida Statute 553.80 (2)(c)when extra inspection
trips are necessary due to any one of the following reasons: a)wrong address b)condemned work resulting
m faulty construction c) repairs or corrections not made when inspections called d)work not ready for
ins 't no�posted on job site� plans not at job site g)work not accessible.
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.
"Warning to owner: Your failure to record a notice of oommencement 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,Specifcations Must Accompany Application.All work shall be performed in accordance with
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
CONTRACTOR SI ATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractor/Homeowner: e_ � S��G� �
Date Received: � U � �"—`�-3
Site: �J �(� ��/ � � � �
Permit Type: �� � �-�p�
Approved w/no comments:❑ Approved w/the below comments: �� � Denied w/the below comments: ❑
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This comment sheet shall be kept with the permit and/or plans. \
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Kalvin Switzer–Plans Examiner Date Contractor and/or Homeowner
(Required when comments are present)
oia-iou-uu�u (;I�/O�ZSphyrl1111� Permit Application Fax-813-780-0021
Building Department
Date Received
one Conta�t fo�Pe __
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Owner's Name �, Q V� Owner Phone Number ���`�oZ'- �l�
Owner's Address ��� �"V� Owner Phone Number ��� 7y� �s�
Fee Simple Titleholder Name Owner Phone Number �-
Fee Simple Titleholder Address
JOB ADDRESS I�� V e- LOT# �
SUBDIVISION PARCEL ID�
(OBTAINED FROM PROPERTY TAX NOTICE)
1NORK PROP03ED NEW CONS7R ADD/AL7 � SIGN Q Q DEMOLISH
INSTALL REPAIR
PROPOSEO USE SFR Q COMM � OTHER
TYPE OF CONSTRUCTION BLOCK Q FRAME Q STEEL Q
DESCRIPTION OF WORK -e j .S � �
BUILDING SIZ ,X dZ- � SQ FOOTAGE� HEIGHT
BUILDING a g �f VALUATION OF TOTAL CONSTRUCTION g����y� Q� t�C���
bJ
QELECTRICAL � AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C.
QPLUMBING a
QMECHANICAL S VALUATION OF MECHANICAL INSTALLATION ,� I { �Y � �
OGAS Q ROOFING Q SPECIALTY 0 OTHER
FINISHED FLOOR ELEVATIONS FLOOD 2 E AREA QYES NO
BUILDER �� � VOMPANY r-�� � '
SIGNATURE � F� 1 N FEE CURRE� Y/N
Address License# � -�
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
PLUMBER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
AAECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License#
OTHER COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y I N
Address License#
RESIDENTIAL Attach(2)Piot Plans;(2)sets of Buiiding Plans;(1)set of Energy Forms;R-O-W Permit for new construction,
Minimum ten(10)woticing days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facllitles 8 1 dumpster;Site Work Permit for subdivisionsAarge projects
COMMERCIAL Attach(3)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit tor new construction.
Minimum ten(10)wo►king days after submittal date. Required onsite,Constructfon Plans,StoRnwater Plans w!Silt Fence installed,
Sanitary Faciflties 8 1 dumpster.Site Work Permit for all new proJects.All commercial requirements must meet compliance
SIGN PERMIT Attach(2)sets of Engineered Plans.
�w�wPROPERTY SURVEY required for all NEW construction.
Directlons:
Fill out application completely.
Owner 8 Contractor sign back of application,notarized
If over 52500,a Notice of Commencement la required. (AJC upgrades over ST500)
•• Agent(for the contractor)or Power of Attomey(for the owner)would be someone with notarized letter from owner authorizing same
OVER THE COUNTER PERMI7TING (Front of AppUcatlon Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurveylFootage)
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 mo�e 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
contracto� is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violatlon
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. Fu�thermore, 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 IMPACTIUTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands
that Transpo�tation 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 aiso understands, that such fees, as may be due, will be identified at the time of
permitting. It is further unde�stood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to
receiving a "ce�tificate 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(Chapte�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 Depa�tment 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 ali the information in this app8cation 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 timited 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�II is not allowed in Flood Zone�V"unless expressly permitted.
- If the fill mate�ial is to be used in Flood Zone "A", it is understood that a drainage plan addressing a
"compensati�g 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 permifted 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 pe�mit 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, CONSUL7
WITH YOUR N R R AN A'�TO N Y BEFORE RECORDING YOUR NOTIC F N NT.
j'LO DA JURAT(F.S. 117 3) '�, -- �" �` �—'� <�,.�
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�OWN�R AGEN'F� �u" " ' � CONTRACTOR { � �1-i° � �` �'`"�
bscribed and s m or affirmed)befor�tnq thl� Subscribed and bY m to r aflirmed)before me this �.
by� �r t`_� C �"� L ` � ^ v
Wh�I ar?�personally known to me or has/have produced W�1Q is/ar ersonally,known to me or has/hav`e p duced
f--C: !"XZtI�,� (c C�se_ as Identlflcadon. �L ��1�`�� ���-`�- as identlBcatlon.
(� /;.✓i � � ` �i/''� ',��.
� �'"1,� ' i tary Public C'L� � �-- � Notary Public
� JACQUELINEBO ,� ;'����
Com �Iol���� �'.' ^ Comrt�ts on No. :.R•' «'"-•
1�-^r.r+��"1f.Y.'i,": EX�31I�S VG�"��Z,2014 . .;��+�� • - �x�ir�,cssion#EE 040520
4 , .r � 'Ins�eioe8001l�1019 ",:
Name oF � Name of Notary ryped` ��� 'rroY�+�ri�anretl00�3A5.�019
Sheds
Plan Review Comments
1) All property markers shall be fully exposed at time of inspection. (RED TAG IF NOT
MARKED)
2) All sheds shall be installed and anchored per manufactures specifications. (RED TAG IF
NOT ANCHORED PER PLAN)
3) All set-backs shall be met. 90 sq ft or less is 5' set-back. Greater than 90 sq ft the set-
back is 10'
4) Only 2 accessory buildings per parcel.
5) Sheds shall not be rented or inhabited.
6) Must meet and follow all conditions of ordinance:780-01
7) Not to exceed 16' in height at peak.
8) No other work shall be permitted (framing, plumbing, electrical and mechanical) unless
otherwise specified.
� . DISCLOSL7RE S'ra'f'F'�.t�•NT .FOR OW2�R
CZTY OF ZEPHYREi=I:I+S BLTII.D2NG DEPARZ'MENT
' = have read and fully understand and
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agree �to �the rovisions of �this instrum.ent•
The undersigned states and affirms that he or she is desirous of constructing,
sp�oQa{-i Tg, adding to or reroofing his or her own domicile, •that he or she
actually occupies, or wi11 occupy by _ said domicile, and same is not for
•resit, lease or sale. That he or she sha11 comply with the following conditions:
1. That the ownes and.he or she alone sha11 act as the buildes for a11 phases of
canstructian.
2. That the cwner wi11 comply with a11 provisions of �the City of Zephyrhills
ordinances and codes pErtinent to the buildiag.
3, That in the evesst various phases of construction are subcontracted, he wi11
eagage only properly licensed subcontractors and will personally supervise
such work.
4. Z`hat in the event the Building Inspector sha11 re?"re corrections to be made,
�e owner will assume full responsi.bility to insure •they are made, and upon
completion will ca11. for a rei n_�ctioa before proceeding v�ith the building.
5. That the owner sha11 assume fu11 responsibility for the construction and wi11
not gxpect_ supervision af his work from the City of Zephyrhills Building
Depart�ent.
6. Z'tiat prior to £inal inspect�.on aay add:itional fees, including reinspection
fees, must be paid ixi �ful1. A written request from this office sha11
constitute an official notice rto pay additiorial fe�s• .
7. That the owner sha11 comply with a11 City, State and Eederal laws in regard to
social securi�ky, workmaa's co�p�asation, lieri 1aws, etc. , where applicable.
B. That the ownps sYia11 co�ply with a11 the safety codes issued by the Florida
Industsial C�+�ssion.
9. State law rern�ires construction to be done by licensed contractors. You have
applied for a permit undes an exempticn to t�at law. The exemption allows
you, as the owner of your propPSty, to act as yovr own contsactor with certain
restsictions even though you do not bave a licesise. �You must provide direct
onsite supervision of the construction yovsself. You may bvild or improve a
one-fam�.ly or two-family residence or a fasm outbuilding. You may also bvild
or improve a commercial building, provided your costs do not exceed $25,000.
The building or residence must be for yovr own use or occupancy. It may not
be built or substanti.ally improved for sale or lease. If you sell or lease a
bvilding you have built ot substasitially improved yours�lf within 1 year after
the constsucti.on is camplete, the laW wi.11 presume •that you bvilt or
substantial2y improved �i-f for sale or lease, which is a violation of this
eaemption. You may not hire an unliceas�d person to act as your contsactor or
to supexvise people working an your building. 2t is your responsibili:ty to
make sure that people employed by you have licesises re?,;red by sta.te law and
by county or muni.cipal licensing ordinances. You may not delegate the
responsi.bility for supexvising work to a licensed contractor who is not
licensed to perform t-he work bei.ng doae. Ariy p@rson working on your building
who is not licansed must wosk under your diract supervision and must be
P�Ployed by you, which means that you must deduct F.I.C.A. arid wit�iholding tax
and provide workers' compensation for that employee, all as prescribed by law.
Your construction must comply with a11 applicable laws, ordinances, building
codes, and zoning re ' ons.
OWNER'S SIGfIATLTRE DATE �
ADDRESS -
PHONE (
W2TNESS PERMIT #
- �ri�vl�.��,o�
R55 FL Order Fetin�.'
������� ���s�9� S�j"��tLf�"�'f ���j�/(a� 3664 Dixon Ai�li�e goac�
,��rer�ei`t sualding Sys#erns, LLC Fla�rida S��es Order�or� A"gusta,�A.3o9on
'���l1 Fr�e 1-8;�-83�-�'��Z�
F,3x:1-877-880-00��
Buyers Name{s) 't�� ��OV'"� ;
Address `��j�(g�f� �,� �u CountY bate �° � - �3.:� ';
City � �rL y'�,.1,�� StatE �l Z�P 3�'��' � �.. Retailer ` � - � !{
Phone �� ����.—��(�►� �vening a s►v ��� � .
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�-mail ���C'�.��5� ��.rGc�O� Cel1 $'� .."�"`"(�� I�$5� � Run i
InstaHation SVte(tf dlfferent froi�eve). . \`�! (�rSV�c� CS°'� ���Qp _
i'y�a� IAJIdBh R00 Frame S e lnstalldtlon P�rmlts ecerlc � �
Len�6h tength Hei�ht Avallpbl@ Ftoof Sld�s �r�ds �� �cur�---,I
n Carport 0 GroimO U elack [� 61ack U Black ' Blad<
� elue (J elue (_� 61ue I(] �luc "
�Ga�d9e �� �` �� � �Cernent �Yas �Yes , �''i
b �] Btlght Red U 6Y�9bt Fied [� 6r�ght Red,U Brlght�^d�
❑ 6arn [-]Asphalt [�f No [] Na
C,1 RV Cbrport [� Othcr �] B�own ❑ Prnwn [� Brown ❑ �rowr
(bescriptian) ,�y �.� � + `�,.� �] Burgundy ❑Burg�mdV ❑ Burgundy � eurgundy ��
❑ Utllity 4Q�"�.°,' �L.' ��1
[-}Dther �] eurn.Slate ❑gurn.Slttte n Bum.Slate �, @urn.slaee�
i
�]Charcoal ❑Chis�'coal � Charcoal L� Cnarconi ��
C�p#tvns �ric� [)nay Cf ciay � ciay �❑ aay I�
F)orida Cer[Iffed Standard CarpQrt �(� wj �GalvalumP n GSIv�lutne ❑ 6,'�IVAlume ❑Gdivalurrw�
Optfonal Roof Style � Hoxed EaVE �VerUCai j Q�} n Cmefn ❑Grcen ❑ Green i Lj c:ieen �
2'X 3"F�amin�+Upgrade (�Ivary ❑ Ivory [�iwsv �(�ivor I
CertiflCd 18Q mph [� ught GraY �y�°'�aY ❑��9�t Gray i� Ugn4 Grny i l
�; Entra�racing= L� z� ��� �0 �1 1 9ht St one�,Li ght,Smne�Lf9hzscon I�] Ught Sione�
� Re�i [� Red (�_, Red � Red i
"1"Trim 1
`� sida Hefght
0 I Q� ❑Tan �Tan �]Tan LI Tan 'I%
� Close Both Sidpi _ Vertfol Sides � U wn�� ❑�nmit� L�wnite G�rrr,�ca Jl
End(S)Closed ��Vertltel Ends ���j� ❑ ZInC Grey [� Z�nc Gray J ; [In�Gray ❑ Zlnc Grsy_'%
Frame Outs� ��ndow ❑ Door � Garage Door
Y T91�fA � [PE �E dff ,
Header Loc�tlon
window 24 x 36 Standard �o�ation �EelAlTi �11�il�1��MMil�llli'�1�GW�1'�E�.
Walk-In�oor 36 x 80 Standard Locatlon '�`.`Q �E� �����N�����6���
RQI!-Up 6arage�oor Size _X_�_ Lv�aiion
�pQ Add�91�1 fll�Ia db1�1t BiY e�qid�ep t�a�w�9M��a9��.
Roll•Up Garage Door Size X _ Locatlon f have read end underst d abov�.
Wind Anchors CuStomeC Initia�s
E�ro Panels
�;i
40 Yr.Mecal upgrade Customer's�referred form flr notiticaelo��: �
�Ob �� � E-mBll �rextMesS3ge ❑refepP�onb ;
pther(Speclfy} ��+1 (,1 G. da11 �
�tt�C.-S �t5T'�OM1�E t'��A�'�� ��i
04heP(5pCClfy) � � 8 AM to N�n �� Noon t0 5 PM ❑ ARe�'7�'� �
Other(Specify) �� �„�
,�j, J�� o� SaleS Tatai �'���as��S�L� �
NOT{�E TO BUYEH:Thh otdP�Shall anly b�tO�lY CffeoiNB upq�a�c�uli0n xnd�cccpte�te hy SalierBetlnett Rdt�' . Cash ��
Bulldings Syscems at Its offices In Augusta,Georgla and upon eccept�nce 6y Seller shall eeneniuto che contract � Flnanevd Ij
hetwaen Seuer end euyer,vubJect to<he Terms and Conditions on the reverse dde hereUl.DBaar is an ���'� �d��$�2K � �e7 �
Independent Gont�ae[or,3nd not the aRent af 5aller,EXC6pt{or receipt Of tho dep0ll[dBSV�bcd nbOVE,and no [� RTO
reprosontaclon uf D2ala�shall ht Ulnding on Seller untt)aod eACEpt to tha extml etGlp�ed in writing by Seller, �G?diF�r� '
ThYS contratt Includes co:c af inst�llatlon of the Unit at che atldress of Bvyet Indic,tqd a6ove upon recelpt of thAy ����� � G ra nd Tota E �i
(ull purchaie��4ce;provlded,howeva+,Buyer sb�U b�reepons�ble�p�eperN v�rP��lnr lhe sttvior installatlon. � L� Debit C:5fd
obtalnine�^Y eequtred permits for tnswlinibn af fhe Unit and all othv tenns cortt��ned an the r���rte side, �,��� Q� p�p osi t �
whlch Buver h�retly acknowledges by�[z signamre below��neving nad and uoderseaod.�ncludMg�+ienout
�1���
limicatlon,�ny conJitions of srtc p�epn�a��on,permlts,warrantle5 Aad�dditionel chatg�s antl respcxlslbilities. ,,,,�„ „�„
�o?`� .`�� gala�c� 17u�
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Reta�er s Slgnature Date ACCEPI'E9 qV 0ennett guilding System5 LLC, pat°-
T110� :!IIO.12s1jjtlC( t10TtJC>LL�TB X�'3 90��� `r,'Tt�i;�J%, n�a
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S'I'IZUC'TIJl�i.� DESIGI�T
ENCI�OSED �UII�DIl�G
I��Il�][�TI�I 30'-0" VVIIDE � 14'_0" EAV� HEIG��'- �C�� ������,
FI�19�E �1NI� �OW �`I2AldIE
6 I�eceaxsber 2012
Revasfloaa 0
1VI&A I'roject I�o. 121175
ALL WORK S���LL C01�1PLY WITH ALL
PREVAILItv(i Cc)I)l:s,FLO�tID��BUILDITiG
1'reg�ared foa•: CODE,I�r��['1QNAl,I;LECTRIC CODE AND
CI`TY OF ZEl'HYRHILLS�RDINANCES
1VIr. I)anny Low�a•Y
President- Steel Structaares
1660 I)i�on Airinaae iZoacl
Augusta, Geoa-gia 30906 P, �
REVIEW pq�-;� �✓
CI7Y C��,���W��HILk�
Prep�re� by: �'l.ANS �Xal�)I�l���_
1VIoore and Associates Engineea-ang aaad Coa�sultiaag, I��o f
1009 East Aveeaue
North Augus�a, SC 29841
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MC�J'RE ANO ASSC]CtA`�"�5
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IN MBERT A OASPACINGPOF�RAF ERS I I 30' MnXIMUM RnFTER SPnN I '
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TYPYCAL SIDE ELEVATION-HORIZONTAL RDOF TYPICAL END ELEVATI�N-HORIZ�fV�'�L. RO�� �
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INSTALLATI�N PLANS, DETAILS AND N�TES ;
FRAMING AiVD FASTENER SPECIFICATIDNS ';
1, DESIGN IS FOR A MAXIMUM 30' WIDE x 14' EAVE HEIGHT STRUCTURES. `
2. DESIGN WAS DONE IN ACC�RDANCE WITH THE 2010 FLORIDA BUILDING CODE (FBC), 20D6 INTERNATIONAL BUILDING CODE CIBG AND 2009 IBC.
3. 2010 FBC WIND PRESSURES GOVERN ❑VER 2006 IBC AND 2009 IBC WIND PRESSURES.
4 DESIGN �OADS ARE AS FOLL�WS:
A) DEAD LOAD = 2.5 PSF �
H) LIVE ��AD = 12 PSF
C) DRIFT SNOW L�AD = 24.2 PSF �J
5. ULTIMATE WIND SPEED 115 TO 150 MPH WOMINAL WIND SPEED 89 TO 116 MPHA MAXIMUM RAFTER/POST AND END POST SPaCWG = 5.0 FEET
6. ULTIMATE WIND SPEED 15t TO 180 MPH (NOMINAL WIND SPEED 117 T� 139 MPH): MAXIMUM RAFTER/P�ST AND END POST SPACI�G = 4.0 FEET 1
7 RISK CATEG�RY I ❑R II. ;
8. wIND EXPOSURE CATEGORY B, C, ❑R D. �I
�I'
9 SPECIFICATIONS APPLICABLE T❑ 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLY TO 14 GAGE STEEL TUBE RAFTER FRAMES. i,_{
10. AVERAGE FASTENER SPACING ON-CENTERS AL�NG RAFTERS ❑R PURLINS, AN➢ POSTS QNTERIOR OR END> = 6 INCHES.
1
1L fASTENERS CONSIST pF 1/4'-14x3/4' SELF-DRILLING SCREWS WITH CONTR�L SEAL WASHER, SPECIFICATI�NS APPLICABLE ❑NLY F�R i�,
MEAN ROOF HEIGHT ❑F 20 FEET ❑R LESS, AND R��F SL�PES OF 14' C3�12 PITCH) SPACING REQUIREMENTS FOR OTFIER R�OF HEIGHTS y
AND/OF' SLOPES MAY VARY
12. GROUND ANCHORS C�NSISTING OF #4 REBAR W/WELDED NUT x 24' �ONG MAY HE USED F�R LOW ( < 116 MPH NOMINAL) WIND SPEEDS ONL'!
3. GROUND ANCH�RS SHALL BE INSTALLED THR�UGH BASE RAIL WITHIN 6' OF EACH RAFTER POST ALONG SIDES.
1a OPTIpNAL BASE RAIL ANCHORAGE MAY BE USED F�R L�W AND HIGH ( > 117 MPH - 139 MPH NOMINAL) WIND SPEEDS.
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nun6ER ANO SPnCING Of RA�TERS
— _— Ai
TYPICAL SIDE ELEVATION � TYPICAL FRAMING S�CTg�6� ,
VERTICAL RO❑F VERTICAL RO�F �PTI�fV
SCALE 1/8' = 1'-0' SCALE V8' = i'-0' �
� ��JI
1 1/2' 18 GAUGE FUFRING CHANNEL FASTCNEL T❑ `�
EACFI RAfTER VITH Q) 1/4'%1' SEL�-ORILLING �j
FaSTENER SPnCED NOT MORC TIiAN 4R' O(:
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' <ALTERNATE FpR VERTICAL ROOF PAivELS�
SCALE NTS
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MOORE 1�ND ASSOCIATES A�/N BY� JRS BENNETT BU[LD1NG SYSTI:MS,L1,C ii
�NGINEERING AND CONSULTING, INC. c�En �Y� �nH ENCLOSCD BUILllING ��
rt¢s D�fXAIENT rs 'r1E PR�ERir�F e�tE ivm ASSOCV►7ES.naC. 71E p I�
����, �ppypK;,�p�y��pi- ���T � JECT MGR� VSPI TE� 11-12-12 CF9LE� tdYS C,fDB N�� ?21t7S I:
LE�Gkl.�ACT��AL�IPED MID ANY pFRIIlC�]ENT T}EREUPOIi MAT 8E SUB.ECT T� I
IENTi - 1'. 12 OF 12 D1+IG. N0� SK-3 E�1.e 0 �j
� ��s� ��� ��cxo��� o���o�rs Fo��,ow ��r� ���x vv��� s����� �
p IMSTpLL 1/2'x6' E%PANSION r�
� AV[HpR THR�UGFI BASf RAiL
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� WITHtrv b' OF EACH
I RAFTER POST ALO;aG SIDES {
� (NSTALL t/2'�6' [nP(1NSICIN �t
� AVCIICR THROUGH OFlSE .�iAIL F�
�/ VITHIN 6' �f EALH t�
M[NINUN, 2 3/n RAFTER P4S1 ALOhG sinr_:: �
5-� EMBE07�.ENT I � fI
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� I ( a !i�I I ' CO�TINUOUS MINIM�N 2 3/S' '-�I ��i
� � CONCRETE PavEhtENT fMllFUMEnI -J
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f _� II, � �� � � II �, � � �. i
MOnOIfTHIC CO�CRETE F�OTING
:3000 PSI NIn�) REINFOh'CEO I I I I I I
1JfTH <2) A4's C�nTINU�US � �
f 1•-a•
C�NCRETE MONOLITHIC SLAB CONCRETE SLAB �ASE f
� 3� BASE RAIL ANCH�RAGE 3B RAIL ANCH�RFIG� 4+.
SCP.LE ��'(S SCALE NTS "�
� NIN[MUM ANCHO� EDGE DIS'tANCE IS 6 3ia° N�WINUM AnCHOR EDGG DliTanCL ]S �, ;;n• �
� tC''.a�l�]'�+Y�A�, 1�OT'ES �
�
,
C�NCRETE� �
k. C�NCRETE SHAL� HAVE A NININUM SPECIi�IED COMPRESSIVE 2• unsHEes ,
! STRENGTH �F 3,000 PSI aT 28 DAVS.
C�VER ❑VEQ� REINF�RCING STEEL ToP oF ASPHA�T �o���� sie• o�aN,[iEa i-;o�� (
j THROUGH 1'NE B�.SE Rn1L 4nt7
PAVEMEMT �R Sf.CU�:E TO aNCt'OR LvC WITtt
f pR FOUNDATIONS, MINIMUM CONC�'EfE C�VER ❑VER REINF-ORCING GRCUND SURFACE �(��� �iZ• pi�MtrEr, tFir.[tucu 3a�*
BARS SHALL 9E PER ACi-318' � II
3 WCHES IN FOUNDATIONS WHERE THE CONCRETE IS CAST AGAI�VS�
FlND PGRMANENTLY I�� C�NTACT WITH THE EARTH OR EXPOSED ?0 —III—I I I I—I � III— I I—j I
THE EARTH ❑R 4/EATHER. AND 1 1/2 INCHES ELSEWHERE I I— I — II-
�-� ��=� � ��� � � ��I- �.1 �=' I �—���-1 � �=-� t
����F❑RCI�,G STEEL� I I-I I i=I I I--i I I--=I i -" I � I--I I I--! ! 1-I �
THE REINFORC?NG S1'cE� SHA�L BE �WIMUN GRADE 60 — � _ � �— I �
I I I-1 , I-I i -I , I- I I I--1 ! I--I, ! 1=i� I I- ;
GALVANIZATIDN�
�vETAL ACC[SSCIRIES F�R USE 1N EX?ERIOR WALL CONStRUCT]ON rs covTinuous �
nNI7 N�T DIRECTLY EXPOSED T❑ THE WEATHER SHALL BE �AsE RHR �j
GA�vFlNIZED IN ACCORDANCE WITH ASTN A 153, CLASS B-2.
�ETA� PLATE CONNECTpRS, SCRE4/S, BDLTS AND NAILS EXPOSED �
DIRECTLY T❑ THE WEATHER SHALL BE STAINLESS STEE� OR HOT DOUBLE r.ELlx ere ANCH�R �
<SEE MDTES BELOV>
DIPPED GALVAN[ZED.
�
REINF�RCEMENT MAY BE BENT IPV THE !
� SH�P ❑R THE FIELD PR�VIDED� �
� . ��iNFar.c�MEnT ts sEr;r co�n; 3C GR�UND BASE HELIX A�9CHCl62�eGE �
c THE DIANETER OF TNE BEND, �EASURED ❑n 1"HE INSIDE CF THE SCA�E NTS <CAN BE USLll FpR ASP�-�At_1') f?
l3AR iS N�T LESS THAN SiX-BAR DIAMETERS; AND
3. REINFORCEMENT PARTIP.LLY EMBED➢E➢ tN C�NCR[TE SIIP.LL NOT t':
�E �IELD BENT
4�ELIX ANCH�R N�TES i
�
� t FOR vERY DENSE A�D/OR CENENTED SANDS. COARSE GRAVEL �
� AnO C�BB�ES, C��ICHE, PRELOaDED SI�TS AND CLarS USE MInIruN ��
<2) ?' HELICES WITH MINiNU�1 30 INCH EMBEDMENT
2 FC1R CORAL USE N�INIMUM (2) 4' HELICES WITH MINIMUN 30 [�CH
EMBEDMENT
�
3 �OR NEDIUM DENSE COARSE SANDS SAi�DY GRaVELS, VERY
S71FF SILITS, AND C�AYS USE MININ�UM <2) 4' HELICES WIIH (�
NININUN 30 INCH ENBEDMENT 4',,
� �} ��OR L�OSE T❑ NEDIUM ➢ENSE SANDS, PIRM T❑ STIFF CLAYS AND �;
SILTS ALLWIAL FILL USE MINIMUM C?) E" HFI_ICFS WITH NININUM 50
INCFI ENBEDMENT
I
S. f-�R vERY LOSE T❑ MEDIUM DENSE SANDS, FIRM TO STiFFER I
CLAYS ANll SILTS, ALLUVIP.L FILL USE MININUN C2) 8' H[L[CEJ' CI
�� WZ�I�H MINIMUN 60 INCH �MaEnNEn�r
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MOORE AND ASSOCIATES DRAHN BY� JRS BENNGTT 13UILDING SYS';'CMS,i.LC ��
�NGINEERING AND CONSULTING� INC. HECKED BY� PDH �NCLaSED�u��o�NC �
� ��r ���� ��� ����'n�' � ROJECT MGR� VSN DATE� 11-12-12 SCALE� �NTS NQ� 12tt B'�
IJ�JTl�It�D REPR�UCTIQI.WPY?!G.OR Qi1fRV1SE USE GF 7145 D�CIAENi IS _7S
S7RICTLY PN��ITED AI/D ANY D�E'RDi�SEPdT TFEREI�Q� MAY BE SUB.lECT iD �:
�'�T� IENT� - T. 5 OF 12 v�. nm� SK-3 Eta.� o f!
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SEE NO7ES
<PnGE G) SCL NC1fCS
F�R MAXIMUM 9 (fAGC �)
SPqCING ��R M��IMUM
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8 _`� _1 ;
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Wlfli NON-�'1RUCIURnI. �
� HE��ER
TYPICAL BOW RAFTER TYPICAL B�W RAFTE�2 E��3 "
END WALL FRAMING SECTI�N WALL ❑PENINGS �RAMING S�C i�p� �
SCA�E 1/8" = 1'-0• SCALE 1/8' = 1'-0'
EI1
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DO`./ RAFTER/POSf ��
ASSENBLY �
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8 I
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� 9 8 8 6 � 1
8 8
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0'ENING i'�R
fOLL-UP ➢ppR �AITH OPENING FOR vIN00v lNTERIOR SIUE �
f rvON-STRUCTURAL WfTH NpN-SiRUCT�RAL � ��`� POJi
MEA�Ef: HEADER AMD vINDOV I — �
RAII(A!SQ APPLLCADLE fi
T❑ END 4p�LS) /�
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9 A � _6 �� �
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AS�EMOLY /- 1 SPf�
=�t C 1'� li C '
OPENING FOR -I ;
$WINGING OO�R � �
v1TH NON-STRUCTURAL 8
HEAOER i
TYPICAL BOW RAFTER SIDE FXrEama SIOE a
p WALL OPENINGS FRAMING SECTI�N SECT�CbN A—:� �
f SCALE 1/8' = 1'-0' SCALC NTS �
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MOORE AND ASSOCIATES RAWN Bri .1RS BLNNETT I3UILDING SYS":'�MS,LLC r�
�NGIN�ERING AND CONSULTING� 11VC. CKED HY� PDH ENCLOSED BUILDING ��
�
S��� ��T� � ����E���'�' � JEC7 PIGR� VSM TE� il-12-12 SCA�Ev @J7S .�93H �lpi n2117S �
����•Qt rG►flk7tVLSE USE OF Tf¢S DocUENr IS
7fERE1��R1 MAY 8E SlJSJEC'T iL
LIENT, - SHT. 7 OF 12 WG. Pl�i SK-3 E`✓.i o kI
. �
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�O�Y EA'VE RAFTER W�IIJi� Ol'E1�1ING DE'Tr�IL,S ��
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rs ca.r-r[it r-��'r ccoen�^�
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3/16 k�
I fS HqFTER NIPPLE TO MINIMUM 6" LONG. MIN�MUPt �'
iBASE RniL 3i16 �4 GA.. TS NIPI��E. SECURE �j
VITN c6) i/4'xl' SD�'S �
� �Y-'�� 1 I/2'xl 1/2'�2' Ib �/� I:LIP r�
�� ANGL� SLCURE YC1 RAfIER �
o P0S1 ANO IIASE RAIL W/(4)
-2'.2'X2' 16 GA. ANGLE CL(P �o� 1/4'xl' SDF'S
SECURE TO POST AN�
RAFTER WITN 1/a'xt' S�f'S � I ��
y 2 ON TOP AvD 2 ON SIDE --� i
r . i— TI��'i=11 �
� -`TS ENO POST ' i !—I I I—I I I I I I I ' �
=i i�=iii=i i � , � i=� a
TS COr:�MUOU� BnSE R��.i� �
�
END POST/RAFTER END P�ST/BASE RA�L F�
r �, C❑NNECTI�N DETAIL 5 C�NiVECTION DETAIL �;
� SCALE NTS SCALE NTS ��
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fRnME POST SIUE) nNU RnFTER [�
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SECURC TO POST AND EIThtER SOF'S 2 ON DOT1"pM ,aNp c ��
TOP OF HEAOER, OR HOTTOn ON SIDC
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OPENIMLS. POST SH�U�❑ BE
TS NON-$TRUCTURHL �LUSH �llTrl RAfL ENU. CLIP �
HEADER, BASE RAfL, �'�ST Tp RqIL �\LY !]k S711E
OR NINOOW RAIL OPPOSI'fE fHE OPENING �
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PVON—STRUCTURAL HEADER POST T❑ N�N—STRUCTURA� 4�EA�E92d �.
❑R WIND�W RATL T❑ POST BASE RAIL, ❑R WINDPJ�/ RAIL �
C� C�NNECTI❑N DETAIL C�NNECTI❑N DETAIL I�
SCALE NTS � SCFlLE NTS �
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MOORE AND ASSOCIATES WN Bri JRS BENNLI'T BUILllING SYS7'L-'MS,LLC �
ENGINEERING AND CONSULTING� INC. CKED Hri PDH ENCLOSED BUILDING j
� ��r� ��Y ������'�'� JECT MGR� 1dSM TE� 11-12-12 CALE� PITS H Np� 12?!7S �,
Ia1�lJTt�tlQED REPR�DlICTmi. CdPYDIG.�R QT1fR�V�E USE�7145 DOQ111EN7 IS
STRICTLY Pft@fID3TED AND AHY LFRIIIC�IQJT i4ERElFON PMY BE SUBJECT TG
�E� �� �T� - HT. 8 OF 12 4fG. PIO� $K-3 REl1.e fl �
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NIPPLE TO 3/l6 � OR RFlf"1"CR POSi i
4 — BASE FA[L 3/16 • � MInIMUM 6' LOIaG, M1IaI��fUh; i
� !°I la Ga TS NIPPLG SECURE
i i�i ��� MI�IMUN 6' LONG, h11NIMW`f I j ut7H ii) 1/4:.1' SEI_F-Dk�LL1N� {
� � f I 14 GA. TS N(PP�E SECURE EFlCH �O� FA11Ef�ERS �
� WITH C4) V4'xl SELF-DRILLING �
�o� �o� FASTENERS
TS P�S7 c
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➢DUBLE �S HEAULR
D�UBLE HEADER/P�ST RAFTER PClST/D�UBLE �1E�DE@� ��
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4 BASE RHIL 3n> °I I°i 14 GA., TS NIPPIE. SECURE EnCH //i B 12 ❑C
`� I i v7TH (47 I/a•y1• SE�f-0�'I�LfNG
FASiEf�'ERS
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MOORE AND ASSOCIATES AWN Bri .1RS BENNCI"I'F3UlLD[NG SYSTEMS,LLC �
�NCsINEERING AND CONSULTING, INC. HECkED BY� Pn►, �NCLOSLD�u�LDiNG �
� ��T � ��Y�����'� � PROJECT MGR� kISPI TE� 21-12-12 SCA�E� FdTS .!1B SVpe ? �
S'iRiC YTL���� ��NAy� � IS 2�7S �
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3 `e4' l6 GA. U-CHaNNEL
BRACE FASTENE➢ TO �2
RAFTER WITH (2)f/4'xP 10 � I
SELF-ORIL�ING / � ` {
SCREWS n7 EACH ENO � --y
f (4 PER DRACE) - :\3/ �
4
ROOF E%TENSION OPTION MAIk STRUCTURE STAN�AR➢ lfA�-:0 �PTION f�
3 5 3 5 3 5 O\( � �
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TYPICAL B❑X EAVE RAFTER LEAN—T� �PTI�NS �RAMING SECTI�N CB❑1'&� ❑PT�❑i�S SFi���'�d? �
SCALE V8' = 1'-0"
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3/16 °
NIPpLE 7'❑ �
RAFTER 3/l6
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NIPPLE SECURE PaST <4) 1/4'xl' SOF'S I�';
TO N1PP�E vlTH � <EaCN END) �
c5> I/q'zl SOF'S � � ., ��
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�TS E%TC�SION 24' I6 GA, U-CHAkNEL ORACE -�-^-� �1� f.AFiCf. �,
RnFTER c5' i� 7' P�ST� `-�-�__,,, �
OR �- -'-�-- �
98' 16 GA. U-ChtANNEL DRACE �'-�- �
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NOTE NO BRACE PT EN� VALLS �
<SEE ARACE SECTI�N)
TS RAFTER P[]S7� MINfMUM 6' LONG, NININ,UM 19 GA., �
�d TS NIPP�E. SECURE POST T❑ NIPP�E �TS RAITER POST ��
W[fH (4) 1/4'xt' SOF'S �
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MOORE AND ASSOCIATES DRAMN Bri .p2S BENN�TT BUILD[NG SYSTI-;MS,LL:, ��
ENGINEERING AND CONSULTING, INC. p�CKED Bri P� ENCLOSED BUILDING �
�h�����j, n��p�y������ JECT MGR� d/SRI DATE� 11-12-12 C�LE� NTS SDB N�i +2L�S �
STRDCTLY PR@�I1ED OVm ANY nF'RD�IfM TlFREt�OJ NAT BE SflB.�.CT'I�
�'��T�' LIENT - HT. 10 OF 12 DWG. N0� SK-3 EV.� 6
.�,;
38609 11t''Ave Zephyrhills, Florida 33542
1. A 3 foot wide strip of concrete will be added to the end of the driveway to allow a slight incline
ramp for the shed opening(8 X 8 roll up door) and a pad of concrete will be placed for the shed
to be constructed on top. Pad will be made to code with footers and steel reinforcement with
termite treatment applied as required.
2. The 20 X 20 steel insulated shed (see attached materials for shed)will be constructed about
where the blue shaded area is located (not to correct ratio and size). It does not infringe on any
set back requirements on the property.
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Legal Desc�iption � 11-26-21-0010-05200-0080 � Pasco County Property Appraiser Page 1 of 1
Mike Wells PawoCa!nNProoerlvAooraiser
Legal Description
11-26-21-0010-05200-0080
Assessed in Section 11,Township 26 South, Range 21 East
of Pasco County, Florida
CITY OF ZEPHYRHILLS PB 1 PG 54 LOTS 8-10 INCL BLOCK 52 OR 5979 PG 1475
Please be advised that our legal descriptions are for assessment purposes only, and are not
intended for use in legal conveyances.
http://appraiser.pascogov.com/search/parcel-legal.aspx?parce1=2126110010052000080&... 10/11/2013
. . i ii�ui i�ui iiii�iiiii iii�i iiiii iiiii iiiu�i�ii iiiii i��i iui
2013175874
1 � G ��-OC7 1 D o S:2C�00 � ��
Pertnit No. Parce11D No �" v
NOTICE OF COMMENCEMENT
stete or�/nr� CouMy or �c�.,.5 C�
� THE UNDERSIGNED hereby g'nres notice tl�et improvemenl wdl be m�e to certain real property,and in accordance wilh Chspter T13,Fbrida Slatutes,
the(oNowing in(om�ation is provided in ihis NoUce ot Commencement a t �
1. Description of Properly: Parcel ldenlification No. $�G"fi e^ � � I[�ta r1511�� aG s �
Street Address: f� V Y i �o�
2. General Description of tmprwement � � � `� V
, r�� ov►�P�er,soaw�� h�ov —
Rcpt:igS6016 ITd��.00•00
3. Owr�er Infortnation or Lessee infortnation ii Ihe Lessee contracled tor Ihe improvement: ,�S; �.�
�./� n * 10/il/13 B. MeBee, DptY Clerk
_ �Q•1"'T_r-�Y cY I)n✓� 1 S�'y^Ol� _
�g�s 8��-�-� � 33SY2
naar�ss c�y s�ace
Interestin Propeity:
Neme of Fee Simple TiUehoider:
(Ii different from Owner listed ebove)
4. Contractor.�U f I� r� �� � .,� Stete
�6 _I �NDB I� �• Jr y .Z�_ y r-' ' f S S� ys��
ConUettors Telephone No. � � � " 1 1 -! r� ` � �
5. Suf61y' ?AULA S 0'NEIL,Ph D PASCO CLERK � COMPTROLLER
Name 10/11/13 ���}p� PG°�1��
OR BK L+ '
Address CKy Stete
Amounl o(Bond: S Telephone No.:
� 8. Lender:
Neme
� ��� C�y State
Lendefs Tetephone No.
7. Persons wiihin the State of Floride designated by the owner upon whom notices or otl�er documeMs may be served as provided by
� Secgcq 713.13(1)(a)(7),�7orida Stat es–._.�
�i� �
, N3u� c� g � � � /rv� �� y��, l�s �l
��
� ��� S�e
Telephone N�unber of Designated Person:
8. In eddition to hirnself,the amer designetes �f—
to recefve a copy of Ihe Lie�mrs Notice as provlded in Section 713.13(1)(b),Florida Stetutes.
Telephone N�nnber of Person or Entiiy Designated by Owner.
9. E�iralion date of Notice of Cammencemerd(Uie e�iretion date may rat be before tl�e compleRion of constnxfion and final paymeM to Ihe
contractor,Dut will be one year trom the date of recordinp unless a d'dferent date L�specified):
WARNlNG TO OWNER ANY PAYMEIJTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT
RESUL�IN�YOUR PAY NGPTVYICE FOR MPROVEMENTSPTORYOI�RP ROP�RIY.TIA NOTICE OF�COMMENCEMENt MUST BE
RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT
WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDlNG YOUR NOTICE OF COMMENCEMENT
Undet penalry af perjury,I declere that I have read the foregoing notice o(commencemeM and that the facts stated therein are Uue to the best
of my knowledge and belief.
i i� �1�r�'da�.. !7 rt.+l rer-C;C�cs�. �1
STATE OF FIORIDA �,�'J_�
� ��-��
�„' ,,•.; JA ELINE BOGES + S�g�urg pf Owrtg�p�LgS58e,or O�wners or Lessee's A�Alwrized
,*: ;:: Comm�ssan#EE 040520 � OfficeHQireclodPertf�e�lMenager
�: Expires Deoember 12.201� �
I�%Ioi , 11wTANWnInw�aeE0M13t:rT1�.
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