HomeMy WebLinkAbout13-14360 , CITY OF ZEPHYRHILLS
5335-8TH STREET
` (ai3)�so-oo20 14360
BUILDING PERMIT
Permit Number: 14360 Address: 4949 19TH ST
Permit Type: ACCESSORY BLDG. ZEPHYRHILLS, FL.
Class of Work: FENCE/NEW Township: Range: Book:
Proposed Use: NOT APPLICABLE Lot(s): Block: Section:
Square Feet: Subdivision: CITY OF ZEPHYRHILLS
Est. Value: Parcel Number: 14-26-21-0010-00200-0020
Improv. Cost: 5,436.00
Date Issued: 7/18/2013 Name: O'NEIL BELINDA (GOULD)
Total Fees: 97.50 Address: 4949 19TH ST
Amount Paid: 97.50 ZEPHYRHILLS, FL 33542-5209
Date Paid: 7/18/2013 Phone: 813-503-2354
Work Desc: SET 12 X 20 SHED / INSTALL 284 X 6 BOARD ON BOARD FENCE
.5
v`
�,�G � � �^ z�,.���
,
,,
SHEATHI, G
FINAL�. - "�-2 L�1_3
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
from faulty construction c) repairs or corrections not made when inspections called d)work not ready for
inspection when called e) permit not 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 wmmencement may result in your paying twice for
improvements to your properly. 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
Ci Codes and Ordinances. NO OCCUPANCY BEFO C.O.
/"-�����*�
CONTRACTOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
' �, �
City of Zephyrhills
BUILDING PLAN REVIEW COMMENTS
Contractar/Homeowner: I )C �1 ��� CTI� Gt1 '�
Date Received: �- � �—�3
Site: �- L �f`� � I� �
Permit Type: 2- � Z 0 �� �St��12(�
�' ��G� (In �+�`�-n c.c. Z�-F�� X �
Approved w/no comments:❑ Approved w/the below comments:� Denied w/the below comments: ❑
�`'7 /� �C ; � , , ,� .� <- � �7 �.�C;,�� „
(�--
` � ,� �� C G ` `��' � �z ���� C` ,/�
� � f 1 � �}
I � �� !�� e E_..S 1 � ��L � � , 1�f� Cs}f , �c4�-
��E�C� � t� {j
� . 9 �
� �! .� � 1 ! �\.'f �'I�C E� ��t \ � ' F ,� �
� / }
��—��`�C�f � �'I►`��(..LA..�_f���1 fz{� f C�l(`" -
''�..� :� -" � 1�� ���. ��' �
This comment sheet shall be kept with the permit and/or plans.
f- �
- ��'�,,P _ ` .,
�C�°° �
Kalvin Switzer,-=��ns Examiner Date Contractor and/or Homeowner
,�/`��-'` (Required when comments are present)
�
813-780-0020 City of Zephyrhills Permit Application Fax-813-780-0021
Building Department
Date Receiv�d � -� � �! Phone Contact for Permittln _
Owner's Name - ����� Owner Phone Number �'I 3 �.SD3–a �
---�.�
Owner's Address y y g 1��h Zp � � ;��s' � ���'y� p�er Phone Number ��'Sl3� °�79-�, ��
���_
Fee Simple Titleholder Name Owner Phone Number �
Fee Simple Tltleholder Address
—JOB ADDRESS �� � /�I��' 77` iZlv /' i� IS �• 3 i � LOT# C�
SUBDIVISION PARCEL ID#
(OBTAINED FROM PROPERTY TAX NOTICE)
WORK PROPOSED NEW CONSTR ADD/ALT � SIGN Q [� DEMOLISH
� INSTALL 8 REPAIR
PROPOSED USE Q SFR Q COMM 0 OTHER
TYPE OF CON3TRUCTION Q BLOCK Q FRAME � STEEL Q
�DESCRIPTION OF WORK f��O S�1�CQ I�QCcY'C� O� }�OQ rL'� -���C�' ,�,�Gl'�'` X 6"FY .
BUILDING SIZE � SQ FOOTAGE�� HEIGHT
QBUILDING S VALUATION OF TOTAL CONSTRUCTION
� `��65 60
QELECTRICAL $ AMP SERVICE 0 PROGRESS ENERGY [� W.R.E.C.
QPLUMBING $
�� P ���,
MECHANICAL �' i ��
� $ VALUATION OF MECHANICAL INSTALLATION
QGAS Q ROOFING Q SPECIALTY � OTHER "� + -� � �' �j`1��
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA QYES NO � �
c�.3(P�1
BUILDER – � � � COMPANY �to�►�e�n�2
SIGNATURE '� REGISTERED Y/ N FEE CURRE� Y/N
Address License# r—
ELECTRICIAN COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �—
PLUMBER COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Address L(cense#
MECHANICAL COMPANY
SIGNATURE REGISTERED Y/ N FEE CURRE� Y/N
Address License# �
OTHER COMPANY
SIGNATURE REGISTERED Y! N FEE CURRE� Y/N
Address License# � �
RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new constructio�,
Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Fadlities 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 Pertnit for new construction.
Minlmum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w!Silt Fence installed,
Sanitary Facitities 8�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 construcdon.
Directlons:
Fill out application completely.
Owner 8 Contractor sign back of application,notarized
If over 52500,a Nottce of Commencement Is required. (A/C upgrades over 57500)
" 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 Application Only)
Reroofs if shingles Sewers Service Upgrades A/C Fences(PIoUSurvey/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" restric#ions"
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 fo� a misdemeanor violation
under staie 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 Transportation Impact Fees and Recourse Recovery Fees may apply tv 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 T13, 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'SIOWNER'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 a�y provisions of the technical codes, nor shall issuance of a permit prevent the Building O�cial 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 R��END R OR AN ATTORNEY BEFO E RECORDING YOUR'NOTICE OF C M'EFINEMENT.' CONSULT
WITH YOU
FLORIDA JURAT(F.S. 117.03) ) !� � :� �Gz-41�/
OWNER OR AGENT .�� �--!�y^ ��, CONTRACTOR cof- f�ll .cn -
Subscribed and sworn to(or affirmed)before me this Subscribed and swom tR(o�affi ed)before me s
� g /3 by 7—c/�l3 b� K�"1 i'h < �i-�t��
Who /ar ersonally known to me or has/have produced Who is/�e� person,Ily known ta me or haslh dentification.
�(, ��;y�;- GlCe�sC as Identlficatlon. � ��" � L'������
,� - ,, l,
� nh.2 Notary Public "t�-�^-'� Notary Public
�.�
Com io "' + Commi � ,,,,
_�` ;;= Commission#EE 040520 : LINE BOGES
:� ::. Com
_*: : . „ . .
Name o .ed9�rh'tEsd�aiF+t�mP�O��''i°44 Name of 2,2014
j; 'Rn. 1Nu Tmy Fain Nre�uaiKe gpa3g5.7019
� D2SCLOSt7RE S'�'n'�'�•*�NT .FOR OWNER
CITY OF ZEPFiYRF32L7.S BVII�DING DEPARTA�NT
= have read and fully understand and
, -
agree •to the provisions of 'this instsument.
The undersigned states and affirms that he or she is desirous of constructing,
renovating, adding to or reroofing his or her own domicile, �that he or she
actually occupies, or r-ri11 occupy by sai.d domicile, and same is not for
�re�t, lease or sa3.e. That he or she sha11 comply v,rith the followiing conditions:
1. That the owner aad.he or she alone sha11 act as the bv.ilder for a11 phases o£
constsucti.on.
2. 2'hat the owsier will comply with a11 provisions of •the City of Zephyrhills
ordinaaces and codes pertineat to the building.
3. fihat in t�e enent various phases of construction are subcontracted, he wi11
engage only �properly licensed subcontractors and will personally supervise
such work.
4. 2'hat in the event the Huilding =nspector shall rec�,;re correctioas to be made,
the owsier will assume full responsibility to insure •they are made, and upon
completi.on will cal3 far a rei*��ction before proceedi.ng with the building.
5. That the owner sha11 assume fu11 responsibility for the construction and ari11
not expect_ supervision of his work �from the City of Zephyrhi.11s Building
Department.
6. That prior to final inspection aay add:it�.ona1 fees, including reinspection
feas, must be paid in full. A �ritten raquest from this office sha11
constitute an of£icial notice -to pay additional fees. .
7_ That the owner sha11 comply with a11 City, State and Federal laws in regard to
social security, workmaa's compensation, liea laws, etc. , where applicable.
8. That the owner sriall comply with all the safaty codes issued by the Florida
Industsial Commi.ssioa.
9. State 1aw rea+,;res constr�iction to be done by licensed contractors. You have
applied for a permit under an �cemptioa to tt�at law. The exemption allows
you, as the owner of yovr propErty, to act as your own contractor with certai.n
restrictions even though you do not have a licease. You must provide direct
onsite supesvision of the const-suction yovrsel£. You may build or improve a
one-family or two-family residgnce or a farm outl�uilding. You may also build
or improve a commercial bvilding, provided your costs do not exceed $25,000.
The building or residance must be for your oarn use or oc.r,.�xpancy. St may not
be built or substantially improved for sal.e or lease. If you sell or lease a
building you bave built or subst�titially improved yourself within 1 year aftet
the construction is complete, the lax will presvme that you built or
substantialZy improved �if for sale or laase, which is a violation of this
sx�ption. You may not hire an unlicensad person to act as yovr contractor or
to supervise people �vorking on yovr buildiag. It is your responsibility to
make sure that people employed by you have licenses rei,;red by state law and
by county or municipal licerising ordinances. You may not delegate the
responsibility for supervisiag work to a licensed contractor who is not.
licensed to perform the work beiag dnne. Any parson working on your building
who is not licensed must work under your dirsct supe=vision and must be
P�Ployed by you, whi.ch means that you must deduct F.I.C.A. and withholding tax
and provide workers' compensation for that employee, al1 as prescribed by law.
Your construction must comply with a11 applicable laws, ordinances, building
codes, and zoning regulatioas.
�R�S S=�� c� D� �%/ac��
�Dx�ss q' c , z `
PHONE / - -/ �
W2TNE5S PEFIMIT #
! � �
� � �
� �
� . .
STRUCTURAL DESIGN
METAL STORAGE BUILDING- FRONT ENTRY
MAXIMUM 12'-0" WIDE x 8'-0" EAVE HEIGHT ON TIMBER
FLOORING/SKID, BUX EAVE FRAME AND BA FRAME
� �- ��
\
�� r�
�
�� ��� �
��� �,��� ��,
8 April� �Z�-'�' �F�,.:
Revision��-(`f � �.�p����
M&A Pro ject No���
����� 'ls
1���������`�1ti
Prepared for: ���'`�e �`��1'��' ���'�
1 C� �
��5�0.�>������1L���C��,
Mr. Danny Lowery ���1� `��� ��1�' ,0�� �
President-Steel Structures � ����' 1�0'�� �11-��'
1660 Dixon Airline Road ��ti�ti�;4��'�
Augusta,Georgia 30906 �1��Q�
Prepared by:
Moore and Associates Engineering and Consui#ing,Inc.
1009 East Avenue
North Augusta,SC 29841
* �. '£�.
, f `�
MOOI�E ,4ND ASSOCfATES
rNr- vrrF.mtr- e.r�r r,n• �;r r � ,
C ',`,`�µ� ``t1�111l�/�,,'
��������`�� ,,.��J �.��,»�.,,�„�,� �.�� �-P B A '� ,,,.
� � V � � �``���� A�4�ORE � : ��4 � i
r '� '� = Rh7 � `�i• F!7 33�16-E • �
� 4/�/13 :�} 'e�sU��i; .-_S,INC. =�:P FE_,'ONAL�'7�
:��9� •� ��`=, t�o.co2sss �Z'�. 4✓�.,/1 �
�` � 3 :(�j.
��'�., �',�; ...�V"tt` '•�`"°� ,�.,,,,�,,,,.��+ �':c�`,�,�!N E��:Q':
,,�����••� ``�� `,,R ��.. '. h%F••......••���•
`'��n�n����n�r� '�o,.,,,�� ����F1/pAN ��
l�rrt►►t��
�u�.i:utri�p� �1�L'Tl�j�A
��� ��
.��` � �{ �; �vi� ��,C f ���
�� E• . .. /� 4��i �1
: �•���1 � %sy �� `�r�
� �'��`''!-�
_ `rt zacx� �
_ �f,YNE S MC �'_;E
� P �=E���711AL :.ic,Iiu.
���''��q�i�•� 4-/ga/t$ tv�"
������t���� w
��,� �0�
itP�1bW11lifPg `��,.�iuw:ii�p�u�
lO�`,� ��e"�'+ P`�P�F,P ?'.`�,�µ���o�����i�
`��(�� ��6� ,.��,�`,� ``' f'�►4:
_��q� ��'� �, � bloora and 9 �y
As�.ocietes
?C: s fng^�ring and °-
,o Y���_ `�= C:or�sc Iting�k�e. �
� ��' `�� No.t:J1s6 +
��, k�/13 �.e' :��`''
���� ��� ,�������w«�'�"�
i� �� s` ��
�����'s ���I
.
,���.���..voe.� �O�I
.
�'�Q;`������s�•.9�0�.
s` �v� �� p
. � ; �,
.
4-/�/13 �
���` 'Sl i#T� '�. :(v��
��i�,�C'S•< O R 1�?��`;�,`�
e
i ���
,o �,�P�N��°�ti� �t�`'Gs
�, ����,_�.�y��. s�
s :cr .,._- ""4`t.�i 1t�9� .
: .
i `��' .� �
8 �
� i
I, ��� �'+;��� •�/•�
� -9 /Vp• 1a2aZ�' ����'
,o`�:,oF TEt,N�•`�•
� .
���lli �������,'
MOOIZE AND ASSOCIATES y�,� py, ,� BENNETT BUILDIi�IG SYSTEMS,LLC
ENGINEERING AND CONSULT'ING, INC. �r� P� METALP RAME COVER SH�EgT,LDING
71QS LOCI�EIfi]S T1E�IIO�OCfY�ImlE/IIO Af5�7Ei,tIG 11E � L/SM 7E� 4-8-13 a H7$
�MM��7�Rn4 Ot OpE�WE IAE�TQS�IAE)�fi!t 10 130135
��cr�1°�vm iwr st'�,00�r t�arw w�r�s�u.ncr m
�BOX EAVE FRAME RAFTER ENCLOSED BUILDING
<Sheets 3, 5, 6, 8, 9, AND 10) R[7LL—UP OO�R OR
SVINGING OO�R
cAS APPLICaBLE)
f�ASN]NG FLASH7NG
I IENGTH vARIES DEPENDING ON I I I
NUMBER qN� SPACING 0� RAFTERS l2'MAMIMUM RAFTER SPAN
1 �
TYPICAL SIDE ELEVATI�N-HORIZ�NTAL RO�F TYPICAL END ELEVATION-HORIZONTAL ROOF
SCALE 1/B' = 1'-0' SCALE V8' = 1'-0'
�BARN FRAME RAFTER ENCL�SED BUILDING
(Sheets 4, 5, 7, 8, AND 9)
ROLL-UP DWR OR
SWINGING DDOR
(AS APPLICABLE>
FLASHjNG
�LASHiNG
I LENGTH VARIES OEPENDING ON I I l2'Mn%INUN RAFTER SPAN I
NUMBER AND SPACING Of RAFTERS .-�
--^i
TYPICAL SIDE ELEVATI�N TYPICAL END ELEVATIDN
SCALE 1/8• = 1'-0' SCALE ti8' = 1'-0'
INSTALLATION PLANS, DETAILS AND NOTES
FRAMING AND FASTENER SPECIFICATIONS
1. DESIGN IS FOR A MAXIMUM 12' WIDE x 8' EAVE HEIGHT STRUCTURES.
2, DESIGN WAS DONE IN aCC�RDANCE v[TH THE 2010 FLGR[DA BU[LDING CODE (FBC), 2006 INTERNa71pNAL BUILDING CODE <IBC) AND 2009 IBC.
3 2010 FBC WIND PRESSURES GOVERN ❑VER 2006 IBC AND 2009 IBC WIND PRESSURES
4 ➢£SIGN LOADS ARE AS F�L�OWS.
AJ DEAD �OAD = 1.5 PSF
B> LIVE LOAD = 12 PSF
G SNOW L�AD = 21 PSF
D) STORAGE LOAD = 20 PSP
5 ULTIMATE WIN➢ SPEED ll5 TD 150 MPH <NOMINAL WIND SPEED 99 T❑ 116 MPH): MAXIMUM RAFTER/POST AND END P�ST SPACING = 4.0 FEET
6. ULTIMA7E WIND SPEED 151 TO 180 MPH (NOMINAL �/IND SPEED 117 T❑ 139 MPH): MAXIMUM RAfTER/POST AND EN➢ P�ST SPACING = 4.0 FEET
7 RISK CATEGORY I ❑R II.
8. 1✓IND EXPOSURE CATEGORY B AND C.
9. SPECIFICA7IONS APPLICABLE TO 26 AND 29 GAUGE METAL PANELS FASTENED DIRECTLr TO 2 1/4'x2 1/4•-16 GAGE STEEL TUHE
RAFTER FRAMES.
10. AVERAGE FASTENER SPACING DN-CENTERS ALONG RAFTERS OR PURLINS, AND P�STS (INTERIOR OR END> = 6 INCHES.
11 FASTENERS CONSISi ❑F 1/4'-14x3/4' SELF-DRILLfNG SCREWS WITH C�NTROL SEAL WASHER. SPECIFICATIDNS APPLICABLF ONLY FOR
MEAN RO�F HEIGHT �F 20 FEET OR �ESS, AND RO�F SLOPES OF 14' (3:12 PI7CH) OR LESS SPACING REQUiREMENTS FOR DTHER ROOF
HEIGHTS AND/DR SLOPES MAY VARY
12 PER MANUFACTURER'S SPECIFICATIONS UPLIFT STRAPS ONLY REpUIRE HALF OF THE FASTERNERS TO BE 1NSTA�LED T❑ ACHIEVE THE
LISTE➢ LOA➢. FASTENERS ARE T❑ BE INSTALLED SYNETRICALLY
MOORE AND ASSOCIATES VN �ri JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSIJLTING, INC. ,�, pyH METAL FRAME ENCLOSED BUII.DING
��TIOt mC1IiNT S 71E�r�Im1[AIO AitOCillTES a1G 1K T MGid VTM � 4-9-19 �►1TS 10� 13W3S
Tl��l�0I1ElD��AN1/AIm ��011E�Nlft tRt�lIQ!�Cl/k7f�D
n�uuro�w►r�wu�eT�o
26 OR 29 Gn GPlVnN12ED METAL ROOF
AN� VALL PqNELS FASTCNED TO RRFTERS
' AN➢ P�ST$ V1TH 1/q'xl' SDF'S ViTH LENGTH VARIES �EPENDING aN
CONTR�L SEAL VHSHER P aVERAGE 5 OC NUMBER AN➢ SPPCING OF RAFIERS
SPACING
SEE NOIES
F � cPRGE 2)
� FOR MpX1MUM
�2 ,/ � � SPRCING
�2
r �
� u I
o �'� � �
��1 � �
2 ' ° i
3 i 'v� 1
�
\ \!'
TYPICAL RAFTER/P�ST END FRAME SECTIDN TYPICAL RAFTER/P�ST SIDE FRAMING SECTI�N
SCALE 1/8' = 1'-0' SCALE 1/8' = i'-0'
iS BOX EAV£RAF7FR
iS RAFTER POST
3/16 MINIMUM 6' L�NG,MNIMUI/
NIPP�E TO !6 GA„ TS NIPPLE. SEClA2E
BASE RAIL 3�16 VITH<6) 1/1'M1' SDf'S
°� 2�' �6 GP. TEK SCREV
J U-CMANNEL BRACE r , (TYP.)
� METnL STRAP AT EVERr
� �THER POST 8' OL.
MINIMIIM 6' LONG.NINIMUM L6 GA., TS CINJTINUpUS �MSTA-IB 18 GAGE
I TS NIPPIE. SELURE POST f0 NIPPLE BRSE RAIL DR COUnLf
vltH(a) Si1'aP SDP'S 3/B'e�AG x 5 1/2'
SECURE 41TH
BOLT 2'-0' O.0
(4) I/a'xl'SDF'S ryq��
<EACH END) (7yp.�
TS RAFTER POST I I—I I I—I I I—I
{ I i-1 I I-1 �
B�X EAVE RAFTER/CORNER RAFTER POST/
1 SCALE NTS � SCALE NTS
N
16 GR. U{HANNEL BRACE
FpSTENED TO THE LEG nN0
2 1/4' R11�TER.VITH<27 1/4'xi'
SEL� DRILLING SCREVS nT
EACH END c1 PER BRACE)
BRACE SECTION
SCALE NTS
MOORE AND ASSOCIATES VN Eri ,JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. yy, ppH METAL FRAME ENCLOSED BUILDING
nas aua.o�r a nE n�o�r ar��mic No asocr� sc.nE Ha �ao�3s
uwn�a��mu�rml. Ot m�aev�fC W[�o iws 10CU�ENr 1s MGR� VSN TE� 4-6-13 E�
��cr��A1O"�"r��ns�eiRa wir�wutier�o
LENGTH VARIES OEPENDING ON
NUMHER Arv0 SPPCING OF RAFTERS
26 OR 29 Gn vALVnNIZED METq� R�O�
AND VRLL PANELS FpSTENE➢ Tp RnfTERS SEE NOTES
' AND Pp$TS VITH I/q'xl' SDF'S WIiH (PAGE 21
CON7ROL SEA� V4SHER P AVERqGE 6' CC FOR MAXIMUM OPTIONA� M.EMBER
SPAqNG SPACMG FOR ST�RAGE SHE�F
SUPPORT
x
u
:o i
�o u °
� a :n
a
I12'NA%IMUM RAFTER SPAN �
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/P�ST FRAMING SIDE SECTION
SCALE 1/8' = 1'-0' SCALE !/8' = 1'-0'
TS RAfTER POST
3/Ib MINIMIIM 6'LONG,MININUM
NIPPLE 10 16 Gn., TS NIPP�E. SECURE
BASE RA7L 3�16 MITH(6) I/a'xl' SOf'S
TEK SCREV
�(TYP)
� MET0.L SiRAP AT EvERY
� OTNER PpST B'O.0
TS CON7INUOUS �MSTn-IB 1B GnGE
BASE RAiL OR E�UAU
3i8'm L�G x 5 1/2'
B[7LT 2'-0'O.C.
NA[�
(TVP)
��I�I���� � �II �I��
RAFTER P�ST/BASE RAI�
1 SCALE NTS
MOORE AND ASSOCIATES VN Dri JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. '�, py� METAL FRAME ENCLOSED BUILDING
1Wt�0C!/E7f�lf M PIIQQTT�'Iml[AI�I1f�,TA �M
�/'�O[1��IWO NI►�! Q�Vif[IRE�MS lORM7f►L! �+ � VSM TF� 4�-13 + NTS 1� 130135
f1l�1I�1 MAY��IOJJCT f0
BASE RUNNER ANCHORAGE FOR LOW AND HIGH WIND SPEEDS
LENGSH VRRIES ➢EPEN➢ING ON
NUaBER ANO SPACING�F RAfTERS
3��� P�YV�D 2x6 JOIST 4x6 QUNNER
f��ORING �7YP7
<T YP)
� I
� ANCHOR
<T�P)
a I
PULLING
HLOCK
f TYP)
tt
S
�
— 3B
S 5
3A
5
TYPICAL BASE FRAME PLAN
SCALE 3/16' _ ]'-0'
I
°�
I 2' VASHERS BASE
a%6 RUNNER Rpi� I•
2xb �6 PUL� BASE
BOARD RAR
aI 2x6
2x6 I•
_--_— —__ __—_-- OI° —
I I
IX6 RUNNER
� � TOP OF ASPMALT - DRI�L 5/8' DIAMETER HpLE
PAVEMENT pR TFKtOUGH iME RUNNER ANO
GROUND S4RfACE SECURE TO ANCI�R EYE VITH
1/2' DIAMETER THROUGH BOL7
-� � �—���—���—� �—� � �—�� _���_� � �_���_� (=� � �_� �
=1 I I-1 I 1-1 I I. � I I 1=1 I i -1 I I-1 I I-1 I I � ,I i 1=1 I i-
DOUHLE HELIX EYE ANCH'�R D�uB�E HEltx EYE ANCrNR
cSEE NOTES BELOM <SEE NCTES BELOV)
3A GR�UND BASE HELIX ANCHORAGE GR�UND BASE HELIX ANCHORAGE
SCA�E NTS �� SCALE NTS
CCAN BE USED FOR ASPHAIT) (CAN BE USED FOR ASPHALT)
HELIX ANCHOR N�TES
1. FOR VERY DENSE AND/OR CEMENTED SANDS, C�ARSE GRAVEL 5. �OR VERY LOSE T❑ MEDIUM DENSE SANDS, FIRM TO STIFFER
AND CpBBLES, CALICHE, PRELOADED SILTS AND CLAYS USE MINIMUM CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2)
C2) 4' HELICES WITH MINIMUM 30 INCH EMBEDMENT 8' HELICES WITH MINIMUM 60 INCH EMBEDMENT,
2. F�R CORAL USE MINIMUM (2) 4' HELICES VITH MINIMUM 30 INCH 6. (2) HELICAL ANCHORS REQUIRED PER 3 FRAME LINES.
EMBEDMENT
3. FOR MED]UM DENSE C�ARSE SANDS, SAN➢Y GRAVEIS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HEU CES WITH
MINIMUM 30 INCH EMBEDMENT
4. FOR LO�SE TO MEDIUM DENSE SANDS, f'IRM T� STIFi' CLAYS AND
SILTS ALLUVIAL FILL USE MINIMUM <2) 6' HELICES WITH MINIMUM 50
INCH EMBEDMENT
MOORE AND ASSOCIATES VN 8�i ,1tS BENNETTBUILDINGSYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. yY, pyH METAL FRAME ENCLOSED BUILDING
7f0i�CIAOfi Ii T►E'1'11O47tT1'�1m�AIY Aii0C7A 1G M
u"`m°��'ou`r°'' .� u��'"`��w`�� a r Mae� vsM � +-e-u c� �rt�s i�as
�r�ao�w,r
BOX EAVE RAFTER END WALL AND WALL OPENINGS
SEE NOTES SEE NOTES
<PAGE 27 SEE nOTES
� 0 (OR MA%IMUN 1 � 7 fINi Mp%1 �M � (PAGE 2)
3 8 SPACING SPqC1NG � F�R MAXiMUM
3 B 8 3 0 SPnCING
�
� I OPENI FOR
RO�L-UP➢OOR � 6
vITH NON- B g
STRUCTURA�,
NEADER
5 �
8 B 8 5 �
e
� EN�wc Foa
B SVINGING DOOR
WiTH t1�N-S7RUCTURAL
TYPICAL BOX EAVE RAFTER TYPICAL B�X EAVE RAFTER END HEA➢ER
END WALL FRAMING SECTI�N WALL OPENINGS FRAMIlVG SECTIONS
SCALE 1/8' = 1'-0' SCALE 1/8' = 1'-0'
BOx EAVE
RAFTERiPOST
8 ASSEMBLr
9 9 6 7
9 B 8 6 7
B B
�PENING F OPENING�OR VINDOV IN7ERIOR S[DE
ROLL-UP DC]OR �ITH NON-STRUCiURnL TS P�Si
M(TH NON- HEADER AN➢ VIN➢OV
STRUCTURqL RAIL<ALSO APPLICABLE
HEA➢ER T� ENO VALLS>
�� � 6 D06R/FRAME 1/q•zl' S➢�
9 ASSENBLY P 12 0 C.
8 8
OPENIwG�OR
$WINGING OOOR �
VITH NON-STRUCTURA� g
HEROER ExTER70R SIDF
TYPICAL BOX EAVE RAFTER
SIDE WALL �PENINGS FRAMING SECTION SECTION A—A
SCALE 1/8' = 1'-0' SCALE NTS
MOORE AND ASSOCIATES VN Dri ,ItS BENNETTBUILDINGSYSTEMS,LLC
ENGINEERING AND CONSLJLTING, INC. yY, py� METAL FRAME ENCLOSED BUILDING
nas mcu�axr ts nE n�cRrr ar�m�r wm� ac nE � vsN 7'E� 4-e- � Hrs
�FlmOI1EL��ivm ANr �Qn�i[uic�u Ms aOClwrf ts t4 190135
�o�r n�nv�wrr x w�:cr m
BARN RAFTER END WALL AND WALL OPENINGS
SEE NOTES SEE NO7ES
<PnGE 2) �Pq�E 2i SEE NOTES
FtIR Mq%IMUM �OR MA%[MIJM <PqGE 2)
, SPMC[NG 5 7 $PACING FOSPqCINGUM
8 8 8 ,
e
OPENIN FOR � 6
ROLL-UP DDOR
41TM NON- 8 9
STRUC7URAL
5 � HEA�ER
8 8 5 5
B Q
� OPENING FpR
8 SVINGING DO�R
VITry NpN-STRUCTURIIL
HEADER
TYPICAL BARN RAFTER TYPICAL BARN RAFTER END
END WALL FRAMING SECTI�N WALL OPENINGS FRAMING SECTIONS
SCALE t/B' = 1'-0' SCALE 1/8' = 1'-0'
BMN
RpFTER/POST
PSSEMBLY
B 9 6 7 6 �
9 9 8 8 8 8
�PEN[NG fOR VINDOV TS POST
OPENING FO [NTERI�R SIDE
R[7LL-UP DOOR VITH NON-$TRIKTURAI
VITM NON- MEA➢ER ANO 4jN➢OV
STRUCTURAL RAII (pLS� NPPLICAHLE
HEA➢ER T� END VqLLS)
10 7 6
9 8 8 DOOR/FRANE 1/I'xl' SDF
ASS£MBLY E 12 OC.
OPENING POR �
SVINGMG DOOR 8
MiTH NpN-STRUCTURA�
NEAOER
TYPICAL BARN RAFTER SIDE EXTERIOR SIDE
WALL �PENINGS FRAMING SECTI�N SECTION A-A
SCALE 1/8' = i'-0' SCALE NTS
$EE NOTES
(PAGE 2)
�OR MAXIMUM
� SPqCING
8
6
8 6
8
OPi]ONAL MEMp[R OPTIONAL XEMBER
FOR STpRqGE SHELF FOR S70RAGE SHELF
SUPPpRT <TYP7 SUPPORT (TVP.)
g � 5 d
g 8 �
8
TYPICAL BARN RAFTER TYPICAL BARN RAFTER
�PTI�NAL STORAGE SHELF OPTIONAL STORAGE SHELF
FRAMING END WALL FRAMING SECTION
SCALE 1/$• = 1'-0' SCALE 1/8' = 1'-0'
MOORE AND ASSOCIATES VH �Y� ,�tS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSIJLTING� INC. yY, pyH 1vtETAL FRAME ENCLOSED BUILDING
Tldi DOCI�Q11 it f!t�OtTY�Iml[A/m AS3�7ATR.OIC M JECT IIG� VSM TE� 4-6-13 NTS !O� 190135
����Atl1'AqD ���QIfEAl/iit IRE�71LLS>OCMOI�7S
1loEAlO!IMT t S�,ExT 70
� - 7
BOX EAVE RAFTER WALL OPENING DETAILS
TS RnF7ER POSL <CORNER)
N[PPLE TO 3/Ib
YIN1MUn 6' IONG M14iMUM
BaSE RnIL t6 GA TS N;PPLE SfCURE
TS RA�TER 3/i6
VITM (6l 1�a•xl• S�F"S
1 1/2'zl !/2'x2' 16 Ga CLIP
ANGLE SECURE TO RnFTER
POSi AND BPSE RFiL V/(�)
1//'sl' SDF'S
2'x2'X2' l6 GA.ANG�E CLIP o�
SECURE TO POST AN➢
RA�TER VITH 1/4'xl' SD�'S
2 ON TDP AND 2 ON SIDE
�TS ENU POST
' ��-� � �-� � � � =1 � 1
-I I 1=1 I 1=i � I ! ! I-
TS COMINUOUS BASE RAIL
END POST/RAFTER END POST/BASE RAIL
4 N TION ETAIL 5 C NNECTION DETA L
SCALE NTS SCALE NTS
iS TRUSSEO RqfTER CHORD,
OR NON-STRUCTURAL HEADER
TS Rn�TER POST TS END POST OR 2':2'X2' 16 W.AN�LE CLIP
�R END POST DOOR ViNpOy SEClA2E TO POS7 CEaCH
2•x2•x2' l6 GR.ANG�E CIIP �RAME POST SIDE)AND RnFTER
SECIIRE TO POST aN➢EITHER CHORD/RAIL VITH i/1•z1'
TOP OF HEA�ER, OR BOT70M $DF'S 2 ON BOTTOM AN� 2
� ViNDqV RAIL MITM ON SIDE
V4•al' SDf'S NOTE aT ROI�-UP OOOR
OPENINGS,POS7 SF7QULD BE
TS fAN-$TRUCTURAL �LUSH VjTH RA(L END. CLIP
HEADER, BASE RAIL, PaST TO RAII ONLY ON SIDE
�R WINOOM RAIL OPPOSITE THE OPENING,
TS N�N-STRUCTURAL HEADER
QR VINDOM RAIL
NON-STRUCTURAL HEADER POST TO NON-STRUCTURAL HEADER,
�R WINDOW RAIL T� POST BASE RAIL, �R WINDOW RAIL
6 CONNECTION DETAIL CONNECTI�N DETAIL
SCAIE NTS � SCALE NTS
MOORE AND AS SOCIATES VN iY� ,RS BENNE'fT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC, yy, pyp� METAL FRAME ENCLOSED BUiLDING
1!!S�1�71��!t 7K 1'l�IQO, lT1�ImE Alm Afi�:iA1�,lIG M
���l�11�0 Alm ANY�r ��IAC����tt M�R+ VSM TE� 4-8-13 Et NTS !O� 130135
BOX EAVE RAFTER WALL OPENING DETAILS
NIPPLE 70 3/16
HASE RA1L 3/16
TS BOV RAFTER
N]PP�E TO 3�16 ��R RAFTER P�ST
BASE RA1L��16 MINIMUM 6' LONG, MINIMUM
i°I 16 Ga.,iS NIPPLE SECURE
��� '��� Y]MIMUM 6' �ONG,MINIMUM � � V1TN(4)1/4'zi' SELF-ORILLING
� � 16 Gn TS NIPPLE SECURE EnCH �o� fMSTENERS
�o� �o� V1TN(4) 1/1'xl' SEIF-DRILL]NG
fASTENERS
TS PpST
3-i2
DOUBLE TS HEADER
3-]2
DDUBLE HEADER/P�ST RAFTER POST/DUUBLE HEADER
8 C�NN CTION D TAIL cj CTION DETA
SCALE NTS SCALE NTS
��2 TS POST
TS P�ST
NIPPLE TO 3/16
BASE RAIL MINIMUH 6' LONG,MINIMUM
3/16 °� j�� 16 GA., TS NIPPLE SECURE EACH e 12x1o�SOf
VITH(1) I�4'xl' SCLF-DRILLING
�o FASTENERS
° TS cOnitNUOUs
BnSE RAI1.
CURTq]N �8 GA
�—� � �—� � �—� � I
z��r
--'1
RAFTER POST/BASE RAIL SECTION THRDUGH R�LL UP
10 C�NNECTI�N DETAIL DOOR HEADER
SCALE NTS SCA�E NTS NOTE CURTAIN IS 26 GA. GALVANIZED
STEEL W[TH BAKED ON EPDXY PRIMER
8 POLYESTER TOP COAT
MOORE AND ASSOCIATES VN iY� ,1RS BENNET7'BUILDING SYSTEMS,LLC
ENGINEERING AND CONSLJLTING, INC. p�y �y, pyH METAL FRAME ENCLOSED BU[LDING
fMi�IIENf 1t 71E NQF1Rt�Im1E AIO AS�fA 'IG M
tf�1�7L��MO�J�O��IYO ANr 1iR Offalloevis[u4c�71�ao4AOrt A T MQb VSM TE� 4-8-13 i NTS N0� 130I3S
nsearo�w�r�a�.icr m
BOX EAVE RAFTER VERTICAL ROOF OPTION
26 OR 29 GA GALVAN�ZED MET4� ROOF PANEIS
f'AS7EN[➢ TO PURLOM$ VITry �/q•xl' $D VITH
CONTRO� $EAL VASHER P 6' OC $PPCING
12
�2
FLFSHING
�
�
2 0
3
I12'MAXITIUM RAFTER SPAN f
.1
TYPICAL END ELEVATION TYPICAL SECTI�N
VERTICAL RQ�F VERTICAL ROOF �PTIDN
SCALE 1/8' = Y-0' SCALE 1/8' = 1'-0'
LEnGTH VaR[ES DfPfN➢ING ON
NUMBER AND$PACIMG OF RA�TER$
1 I/2' 18 GAUGE fURRING CHANNEL SPqCE➢NOT MpRE
THAN 9'-0' OC AN➢i'ASTENED TO EACH RRCTER VITH
<2) 1/4'Xl' SD
F�ASHING
LENGTH VARIES DEPENDING ON
NUMBER AND SPACING OF RH�TERS I
TYPICAL SIDE ELEVATI�N TYPICAL FRAMING SECTION
VERTICAL RODF VERTICAL RDOF OPTI�N
SCA�E )/8' = 1'-0' SCALE 1/8' = 1'-0'
1 1/2' IB GAUGE ` �� �
FURRING CHANNEL TS22gk22
5
ROOF PANEL ATTACHMENT
<AITERNATE FOR VERTICAL ROpP PANELS)
SCALE NTS
MOORE AND ASSOCIATES VN �Y� ,�tS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSIJLTING, INC. Hy� p� METAL FRAME ENCLOSED BUILDING
7FQt a0L1/QR R 7K lMOORT�'ImIC Alm Aft�Ul�,DL 11E
��N�ITm��iMm IWY 11r ���IM�lE�IA.�TO � 7 MGR� VSM TE� 4-8-13 � NTS 1� 130Q3S
.��_���v��=__��_.�._._�_ .� .__�_- �.�___�—�— -- �_.. ..�� _..�
j �..— - —�—�_ __�_.���._�.— -- -I
` i �
! . I �
�
' . ` i
; . �
i � - , �� �
C r � �, ;i
I � ��
i f' ''
! ��
� � �; ;
`� i�
�, �
� � �f � ;
, ; _ �
i....- --__�e...�.—d,.,f � �
iC - � �
i� . ;f � �
�� �� -�1�____, �
; . - - ;�----�---v--�--�� j�` ;
I � - k �� � I
E � �� -` �_ � �
r ± f� .r �: :
� { . 'i ; ik f �
I - �' (E � �
G �,�i _ �� �' � � �. `
,:-��,���__.��4 Q 1�1,IJ , � '
� , �� A��d'3`�� 4 `.�`
��'>�SJ�1`�'C�tC�?tC'r��'1I� �; � ,
� i '1t�i��IZ��.`�QO� . � ,
�; � , �� � x; '
���'''�(l0��1�.L�37S Q03 JRIZI�J�'1� j� �; � . ;
;� t�,►Q'll(1�11�QR101� �M1'I� - '` i
`� '�(1"� "1�t+"HS� ,! '� �� �
r� . - i h�I�'HZI�'��,�ZdZ � , �; , �� ; ;,,
i i o ;; _, ��
� , , �
i I{ ik �.� ��
�� I�
I �! '' � �I
; �
� f r � � E; �
� '� i� .,' � �
, �i �E _ - - - �X� St`�I`'�d ;I �� � �
�; �-`%� `-�-_�..�_�..�,�
�; \ �� - y��`� ,
�1�lt�t���ci����t��� �� �; � �
L_...��� ,
�.�_,._�__.__._--___�� �.- `� --�.� �- , --�-�
, �� ��: � � � �
i � � !,
! il �l
c �� �
i !� _ .— t�� '�
; i m `,` ,
�. �, - ' ;r 1.��` ,
�_.�.�.-,, �
; �� - '1 � f�
�; � jC
, �
ti _J..� �� � �� �
r� �� �i
, � �� ��_..�.£.��._.�__.�o_e_ffi_ _�..�.�_..._ ;;
� _r i i, �
; i,
,
'� �___�_ �e_�_.�._ � -- s '
__ �_�r� .Y_— �__� — — __ �._.,E.�_ --�_�__�_.____ .__. .
�r.�s_.z _�.�__-�.�e_�aa--- �- - �- — --_ __�_�e_. �W,w� --� �_.���_— __�_�r. — -
�,we_.___.. ` '
� �
� �
; i
'
i � ,
' j - � �.
I „ �
. �i
i
I i . !
�___�__� i �, T1 ('�
`._�.��_m , f i �„ ` �1 I
I ! , ? I �.�i { , • k
� i ,: f � 1
I � � �� ' � �; ' { '�
f �j � -, � -i --f f ' �
i f
i
\
� i` �- � �� E
C �1' �� , , `� ' � ` C� �� �
I . ��� �,n �. . �' '
I ; � ' , � _ `
, � . . ,
� � � t 3 t } .;`�
i i i . . C
� � �� /, \� /T` � ���
� 1 � `i /`i j`t �
� f
' �� ' � � � � � � I
� �..�'
`.��,'��...� �'� J � U '
. . �� i� ' � � ' ' � r + V
; � i �� f� ��� r��{ k
�, � , � \;
I Q-4 � , � �
�t `� � , f,� � ' �
( �j f , _ ! } � . _ ( i. r� .
; �i • � � �; ' ' �I} �': �I� i
�; �i j ' ` �� � �
� , , • � i
, �� ,; ; + i
���J' ' " � �
1,� -�-�—�------�i � A, # �' �; '
� ;; � , " ' ; ;�t �
� `, ; ;�, , , ��; ; , �`, ,
� - --'i `� ' � f� , �x,' , ,
,�-�--------� , .
- '1 i , , � i ,,
f; ( ' ��.,e.__..� ,
� �,.� —.e..��_�._�........� � — — �.�...�...�,e.l
� i
� �
�- - �=i
� ; �
� ,,
'� � ---- .__���e.�.�----s. _��_ �-_ ---------- _._�_ �__�.� ..�. _
i�-.�- � _ ---- - �� _a� � �-� -_._- - -- -�--_ � =��a- --_ --�>> __ __ -a_�_a.����A_� _ __ r__ i
�
, � � �
x
; �
, �
� �
� �
� � � � , � �
, ' ► . � �
; � � � � i
. '; � ; i
� ; ; ,
�` � .
i �4 ., �; �F �r
�..�_._.. r, , �' �' � � '
��._.._.��.e.,� , . � i i
i �� ' � ( � , (
t` x, � `,�1 �,' I
� ; � � � � � , ��
� � ,� �
i — , �� v` � . �j
(6 } ', � ', ' � I1 � (;�
�� �� ' � � � ' j`a !
� .
�f ,� �� t� �t� ,�' �.� ;�' ��, �.'� �
1 � � ` � i
. �j _ 3 �
a���
�..��,�.s= lk � t� � i
� i, � i� � � , d ,
'� i� �i �'� � rr, ���
` �t (I �.i � , � � i' ' � .
' if� il � � �� �, � , � ' �l {
� " f� ( �' , . ` � . - � `
�� ' �
; ! !� . � , i� � '. , . (,� � � � � �� �
I', /'' � /(,� � �
i � ,i ' ; 1 ! I
�; I , � '
' i f
I ' ' � �
f �' � f
�����4m. !i t `' - � �� �
�.o�i� ( ;�• 4 �� � ll
� �' � , + f � . � ,y � �
f
' I; � � � �X' j, f � '�. ,�t
� �� . . ; f f ' , .
,I � ; ! � ` (
+ ,
; - � j , � : 1� � i
' �� � � � I
� _�.,�.�.�.� � k
i � ,
, -- -.---� - ;
; ;
, � �
' i
�
, r� ,
;
�.. ___ --_
� --�-,�
��..___�.__..`���gy_ ---- -- -------v---_�«_�_�---�- ------�- ___
�.� ,`. ___��_a_____��-.�_�_�-�__-_- =.-��s__�_�___.__ ._...=r_su__��._��_�______ _. ----�- --
� � --- --- - - - ----- - - -- -� -
� � i
i I; �
i � '
� ,
� d
� � � y ,
t � - i
,
�' ,I }
—
. ,
� .
�..�.�....__n ,
; �
i , ,
, i � i
� � - � � i
�i . ` . ` ' - - , '--. .� _` _ ,
, �E , , ° -- - �- _ �..> __
i �� �- .,r
, i C . ..-' .
i if i I �
I , ,
� i
!
ji: ._° __- - - - - -- --_ .. .. -- -�-- -.-°°°---- -.�._. _--
l_
I, �-=.��--_._...__-�{� ,
�
; ;i
i ' ��
; i�
� j� �i
� '� �: �; �
� i` ,� .
� !I �E . . . ,
i�
�; I ---
I� Ri �,• �
� li �i
I" f� - !
1��....1 t.. {; ' �
�....___..�.�-.��,
i i; ' �
E � �
�
�� . --- f,: �
�� �_�= - ,
,� ��,,
` --- �� �
�;
�
� ,
� F ' � /
I� �
� _�' �
F�s e.a.""�"'e...�"I I _._ "
I � I I
� 1
�.,� �
r• - .,.�_.��.�.e...,�.:._.-� -..__ .._`_ _"_. '._ �
�.._.__�__..__.�._._.__� °-_°----- -«-�._�_�_ -- - ------ ----._._.°_° --- - --_.R_� _---°-._ ..
I�-
' i� ';
I
f
i
I . @
( i
!
I �
� I �
' i i �._.�., ... _- _..�d., ;/ � k
i � �
�� i ; ; z �
i � i ` i'
� h t i
E,�.._.��._..,_ ' {
P i �' tT
� E r
' r � ,, .
; i.
; �� p
� � � :
j ; �
C „ �!� �
f 4 �; i
� I \ �
�' i � �
; � ,
� i '
' � I ;
�_ �...i� I ..�''
" `,(°""_�°° „i' i � � i
Jj; (p � � � I{
I �'� �I ' t, � ? !
� I � , ��� {
� r �� !'i ( ,�} �X� �
j li - . ' fl t} � � +
I � � i ` `
I , �I i r , �, .
; �� i, � �. �,
� I, �; f � ,
� �, � �
��! �' '
�,,.,.�. -e-�.,=,.,.qm.._.�_�i i ; i
�� � E
' � i
� �' !
�f F +
; �� � . ( ,
�----°--`=� � ,]', �7 I
'� �---•._�.��.�_,� ._a -- ` � `
I �
E
,-� --- - � �
� � �f
! � '�
�
;'
� _ __-�'"� �-� - -� _.ze_�._.__,�. -°— - --- •� —t_e-�_.
��__.��.���e asm.--.�.----- -__-,�.a_�_.�— n__ ,
_�.._� ��_���.--s=�--- z���.,,. _.�._.__ �__._. .� -_ -.� ,_�a�_...��v__.�a,. .___�,___�1
r_._�.�.�� ---_--- -
I�-- -
� �
�I �
� i� �
� I - �
� (! ` � ���°, i ' � i
� � � � .� �, i` , �-�- ;
� '
l ,,; � � „ �, t
t�
I j . � � .` � �� � `• �
, , C`� �` C� �`, � C� �
I, - �� ' _ : � Y , � �
� l� � � �,� � � , r ;
� __�-_ _- F ��� (1 t►` � i
i �� `� ()� � r
I � i, 1 , '�
1 Ti ip iii �
� t� �� Cl
� t �_ �-
�` ! ir i �n Rt � j !
�� �o � �� 7t t
' � C� � CJ
� �CJ � x} _ 1C3 ,
( ; , ; , ,`, - i t-
; � � � - ' l j�
� � � ' �: � ��
�--__� - �; , 6.� ' ; ��' ' ; � ' �
��';� 'i t.
„.�.,m v.�--- -�----_..—_ ��.�____ � — _.- —_.-_ ..�.� __�.__m__-----��-.���,.__.�
�_ __�_ _. _ _�����__,1
�
� �� `
f �� i
i
� ;
I i , ��"'��' � � r y f
� � • � e � f , � l ��
' � T � l � .
I j ;, � ' j `
� �.� s � : : �
; � /t1 ` F � , ` iU ;
' � 1' ' ,l ' L_
�;K.,_....__� ; t,'� �� � ` i
� r c� � cr� �
C� � (� '
�
! `: I1 R� �i1 . i
; (N t� �� O ' i
� �i � f �—
� 4; r t [ e
� 1T1 �� IIi i
' Ti p t! .
!C � �.� �� �
'� , „� . � �
' �� � � � , � }� � '�i i
� . �-� 1�
P � i �, i ��
' Cl � � C� , i ,” ;
��,°�°________....i', � �_ �� f , � C.+1 d
�� j; � , (`9 ' '� ��, C� •
I I' I� , t �` � ``, � ' '
�
�� I; ��' �� �' —T) f� �Cf ,
;� li 1 ' I I
, � if i� , !
� �i � � €_ � � �-
; , .
� f� '` �, � f` Z f. 7
� , i; '� t� � � c� c� �
; ; . � �. ,
, , .
i I i • c3}� ,' t17 � (� ' R
; �; ` �l �l � . �
; I; i f tT ' , ; m t.' En
� � ;; m � , , m
` �.�__.���.a� � t l C� �. (l . !
� ��
�_��_. — -�!i � � �r1 F' � ' � � i
� , .
' � �'� � � � �
; ,; C) �
� �t �
� ` � � � � , i
�� p %
r.�.�._�, rri ? m m �
t i; ; ,
, ,� �� ! �� : `�
I' a '
� � _
�- - - i� �..�.�.,..�.� .� i i� �x
��� � �
`:
�" �;
! � 'I s
�
,
. - � --,.��__. _._ _.��__,.� - -- — ----- a_�:�_�— - �_a�.__. _._�. �--- — - � ._�_��__ .
�,_._-'°._ — t'(�--- -°-- �.�._.— ._.____ ."-- ` -- - ��._ �
�
� t �
�, ,
� �i �
� �:' �
�
� � �
, , j, �
If i,. 'l
i �� � < < . � �
.. � ��
I i + . � , , I
� �� _ ;
il - �i�
t___�,.f_.r � _f � ��7� .,
, _ a,w. ` x±f
___� , �
i' �� � � 1
�i t''`'�. , - - �
� � � � _ _
� !�� ,..
�
�
(; r ` ,
;� E
IE `
.,
u-��_�,�,
�Y__�_�._ �
� �
(,1 ,' ���
�,
, �
� - ,
� I i ,,
' j �< <
, � E; ,
� . S �� , � � , - � �- -�_ ;
� ' ' ���� - - `,
;� ,� , � ,
I f; _ � is� �- , ,
�, g
� �i I1� . . _° ?-� ; -} t r
I " ' �
� `I 4 �" � , �
�__1 �
r°_.n,�_.._._..--•-�� � ,. ; � , '
,,
' E �d?' , � ` .'" ' � �f
I �,� r~i ' ,
,
`r ,
( � ,
C.._..._.__a.,. �' �ryi � I.
,,.°°.�.�� � � ;
i ,� ,
� " -
I'� i � ' ,
�- - - - - , ,
,_______�..�.. -
,,
, , ,
i � I 4 � ej t
i
._�� � � �
ii' .��-a» -...�.a--�r__'�__._� —.�. —
� ..�_ .._ "<" " "`. __"'__ " '"'—"._.y _�<.�_ >_ ,�__... _ _.e. _.__`_ _
._____" -""'__-.` ��
..a..�....._� �._....,___�_�_:_�._... �.�..__ ,a..�.r ,..�..�. _ ._�_ '. �m _ �._..--._�__ -_- ___`..__�__�__ .��_...� �._—__"=_'t
(6� �_�•_ ' t
I `r i
f ,� k
� � 1
� � �.�..�� , , ' � � . t
� � � ! ;
' ' ' \ , �
I i , � �� ', t � ci,. � �
� � �
�� ( ��'
� f� �, ] � : � + ( �+
� I k1 r �
�� f \� r�� �. �� y'�- \l ,
/Cl i0 , l(1 f
' �` , � � `-' j i
� -=�— -—�--- � t� c� ��` ; ,
� � t�' cs� U� i
l`l `� � . �
I � I
I i r�t rfr c�t
� �f �) t} Cl -:: ;
I �, 1 �
I' j r r � �
� ,G tit l�i R� �
'� er �� �� � �
` �� � _ � !
�
� �
f ` � � ;- �r� t_ � j
' �; { �� � `•� �� :
� �� f 4
����. , . �.� ` C�
(' �' . '
,
I ._�,� _..e � � F� ` � � . ,
( � �� � , �� ' �,� �
� , i � ' i
� ( , , �', _�
i� ` '` j} �' �) x' C�
� � � ,
� �€ 1 i
� �� , ;
� ' !` �i � t ' � �- " � f- i
.� � ,�� � .� i
C! / II f� , � � , C� '
� � C1 ' l) L :
�f `I f (�T `'� �.)' \� � i
� I� '', " 7ta ., ' I
� I I �� � , � , s V 1 ' i
� '; rri � - rn .,� rn . �
� rn � ' r� ; rn '
;�.,.�;;_ }�' t l t � � l 1 �
��;: ` )tl ' lft �� itf �
' " '�� � � I
� ��
c �� �� « � �
�1 ' i�� , fiy � .
I ` � �
:,
'�I � (�p Iil n �
I � tl� t�� t��
F ;� , ,
�
,, �
� i� : � �
��_ , �._ - � --- .�... -- - -�. �. �
- - ,; �
��� ��
� ` '
� c`� ' ;
�
� �� i
a�_ �_ �_._.m�_._�_ _,__� �- ---- ----
-_-�.
�_��_��. ��__�-�--- ���,�.�
�.._..�.�_._._��._�'.
� i
!, �I k
� ,
; ;� � - - ��.�.� - - , � ;
, �� � ^ � � � : � - . � �� ;
� `" �. ` ``,
,I f; . � � - � r f
, � c�
„ cl ,; cl � �- i
I 4
� `I � « r' , �} , � i � I
� �' � X� � � � ' � ' I
� 7 �
� < �
i i � � , . ';
�.�aJti���i I � � :
, �
r�_.�__� -�� � �� ; c� � i
i � ' in ,
,i m rrM ;
� ; �i C� �} � �
; I� i i � ;
� � Itl tl� �� �
r �� e t� �'� a � " � �
' 1Cl ` �t1 �'
I �I t S, � (tk L r,
; I k � t , � ` � ,P� �� ,
? " i
i I� � f . ,
i' I , �l ' , �� � �=i ��
f,.�,_�.�_ i: , t. - €
�,�.'��.�n.U.��,.,'; ' �,� - �� ;: �� � � ;
�� � � " t ,} { ;
I ,� �, � - { "' � . '
, I I ;'F � r, � `r� 11 �� '�
j ��i � I ; � ,' � '
; j' � � �,a, �,
( '; � I ! , � � s � '
� l) ` ;.' cl , c) +
I � �: !I '. �, � ` tSy `c� CS} �
; ;C i l U ' ' ti�l �,j tti � ` ;
� , ,� �n � � � rn , m , �
�, tp ,
I; � ' �j � (}
'�,i I�__�__�-."I� t 1 ( z� iTt s� rrt �
k �t� � . � I
,�._.�..e_�______ , � �
�' p � �
Ij
�� � �
k �� � � �j' �{� i
� i; � �l A � , ;
� ;� r� ; � ►n m �
��.-,._..--__�,
� 'i, �� � l`1 � l� ;
R' ;
� i
' ''' � � � _� ,
�
� ,
, �,� � — -- — _�.w��� f � .� ,
� ��;
�.�.�.._.�__.a , k
� �
, �„ �,' '
� � ,j i
� .
_ �
,, ,
� __ --- - - - _.m___Am. ,._,��..�,�__.�___._� .�._� _.
_...__.._._Y..��____.��_.t.._- .-__,_ .__ e�_-.-�--°__ --�-° � _ --- �.s�..�_.r-._ ..__ -- ._-�_��..- _�.o
G '
_ �
I �,
: �' �
� ,
� �`� -
� �� :� � ,
�, n � ���, . �
�< <�� � , . �� -
� � � . :
� .. : .
� J; _ � . �f �
;�:_�.��,, �.3 � '
�
,,-� � , �
i _ , � . ,
� . ,
. �
; �� , . �,
, _
j �; � � ` � ;
� '
E �
, �; ,
�
` �,
; , �
�
I
4a.
�
�:i��=Y�'! .
I � �i ( � � i
I�
I �k �:
; ' I! f, , �
;
� � if I '�
�
i�
i ` i' ,' � r, ,
�' - �,' �� . s `
� � ��
I' �Fj �
;I, �, �� . � �; � ,
i: � � - �= '
� li � ' � t i
�._.a.�i J, , , - _ ,� - • - _
,..,_�.� ._--� , ,
,�
� � ,
� li
' ;I; � - ,
� �
; I�
, �
;�' , �� ,
I , � r ?
' ' � ,
�
�_ -- �
�"
�
j � � �i
�� �
, ���_._ -- � ,--.__�r�.._,.rc.9 �_ �_ � -.- � -- --_a u�_�_._. �--�-- -- ---�-�-� ���.. __- �__-_ -v i
i � ;
� ;
�
Y
; ;; .�.�����..� � _� ! ` ;
� ,i . , � , , ,
, �
j ; � ,' ,, j., , ; , � i
� Cl
� � �
! i , �� � � ?j �I t� I
� � ' �`► � . t�`� �-' �.. � �
� ;; �. �`� ;
i i �ll � �} ,, � , ,
; !
'�- ..w��. ____�I �� � t4� �. r �'
C=_ �
I I� (l tl � ' '`
� ' 1 � I I
I it t ! [t� � �
i E �� ( �) L} I
� F a
�� � r r � .
� i itl ttt m i
` ti -ft � i1 ;
' �� , J�`(� � �, fiJ ` � �,
` �� � T� � �-� �'• � ' ,
� `� �f' �� �.� 4 � 'r `� � -�
��_�..�,�..x.�.�-� _ r'a �,
,�„��.�__,- __=�� j � � 4 t y � t� � I
� � j, 1
! i� � �`� � C� �� � i
'f ii if , ,., � , � , ,
I f ,; � � � � � � f; �
�,: i � ��t �� �� i
I �i ;! � t � ' t ' 1 "
i � jl � ` � i i
,, j
�_ � i
i I� ii y, � � t� � Fl — '
� - , . j
� f� � 4 � t) ,' () �
i �I f �. t��� Y �� ` -�'U- ,� ' ;
'� �i � � ' ti1 � i ' m r
j ;i �i � it[ '' : �1 ; , i-ct �
� '( � � '_ l) � _ C) !
�-.�-%! --' `� , � i� i
' �`� �f , ' � � � ' i l l , (t1 �
; �! � � � � ,
;', Z� ! ' « � :.
` ! cs5 � c� (n �
s� � �
� �� �� �� � �
� i, � i rT ttT iTi �
� t� ! ` �I� ��� ;
, i; � � � '
', ..�.1' �.a.�...�.�_�.._._.._.r �.� —— — — — �.�� �
��__.��
E
� �I Ir
� � I` 4
i 'ns� I
"' f, _ _'_. ._._"'__'a�_. .'_ "..__ _'�_..>__�_.F.,_._____`�_ "_.�__ _.a_ -�_ .—,..._.�..s�a. '_ 's.m.......m__.--�_ .-_.�..,,.n.s-. - �
�,.�:��,_-_.,-e_�a_�__,��-_»__.z�_.a.�. _.�__. --- --- -----zf- _T__ ..__�2_�. -- ----- -�---� �_�_,.��. 4-– --- 7
� I.I r
I (� ;
' i � � ��_,. ` ; _ � � �
� ' i � , � • , ' ,.�' � ,
� �� � � : � r �
i f � `� I
, j
j �f � � �� � ',�} t`� ,, I �
' I ` ;' �� , C�► .}, ,°: � i
; � �1 �tl � A � ' j �," ,
� ;i � � G! ' , ��
;_.__.� - . .
',_6�._ ,.___u.m.._.�,�; «s Ci� �l �
' ,, t`� (li
� � + 1 � '
E �n m m ;
, �
,� f �� � ,
i` i r •
; � 11 i It 1 �� ��
{ ' r� i� �� !
� ; t°� C� .
i i - \7� eC �) ii 1ry , �
7 U
� �i r � � '��' � '�j � �
�� . i
� ' « � 1 �� '
�...�.._ -- —- �I � _�� � �
r- �i � �=• � _ �� ,r � �
�..����.. C� ,
j'� . ,
' , ��i I I t S � ' � `�' � I�
� � z f� r, jj �t; p �
� �i %l � ` � � , ; � �
� � �
I E 'j ", � ;' •f'_ ��' I ;
! �; � t� t) ,. C)
i ' �� �� ��' �� `l� � �'? � :`� l, 3
� i� li� ` ' �n ' , Rl , �, T�TI i
�� G` �:'I; i t l '.� (� .� C) '
��a` � i 111 � f1i � ;= tt1
�----�_-�-----�----�--�� ( , � , j X ,
i! �� �
'� � l.l + C� �.l �
f �,; I �� �' �� � �
` '� p � 1[j �U i
"� i� � �� ITi iti ;
f —�
�` l l � (l ('}
� 'i ' �
i� �. _ _,�..� .�.�.��i � - - - �„� - .�..� �
.� ��' !
,�
� � �i �i
►`-� I;
, ,N ,
' - ---- --__ _ _. -- ._ _ -— _�.- --�---- � -�._ �_�___ _���— — ___ �. z-- -
�..__--------�--�---���— —-- -- -�.. .�:_._. .�.. ---_ --
--- �-- -�._.��. _.._,_m � .N--
� ' i
�
i F i
�
i ,�f
Ir
�� i ;
. #
�
i �f l
i j', �4 , �� . ,
' I `� ' � � �"�� , ;
i + � -
j i C.� ' � " � '
��
�__.:___----._— —�_�� � � � � � ,
�----_— —,,, � . � s
( r- A
�� . I
� 't ��' ,
I I ��3
i I� � f `.-
i �,. � ,
!' �—
I,
;;
�,
;I �
i �� � ;
�_m._��...�.�.� i F ,
, _��v_��., � � ,
�V � y
1 if il � a
� �I !
i � �I� i
� �� II �
!� i
�' I� i i , � 'i
If I,f �� � ' �� �, �
'� �� �� �.
i f I' �,? ? � � � "`f� '
! �,; ;, �
�._���..__..�.�-�� � . . �.�- '
,.--�--�-�—,� —
, ,f , , . „ ,
i
, _ !
, , t
, � f �
� �
� ;;
� — --�' ,
,.�..___e._�._�.�._.,f
� , _� .
�. � -
�.._,_ .��� ;
,_____._.a.m._,.�ti._ ,
i �' i
t ��
(..0
�.......�.a.,e„�,m.,..,...a.;�.,-_.__�.,___�..e..-.�,.e.._ _,�__ ___�..L,..a.� -�_. _.- ._-�_�._.-a�..._�P_�_. ..�._ ��
I `� If
�
I � �� ��
i � �4�Y F�P
I� L � � - �
� � � � !
� � �
! �
� �� � � !
F -
' j� - "
i
,
; �i i
� 1 �
,� ___�__,.__�____ I
I' �
�; � ;
� > �
; �� , �. �
; Ii �, . , � ,
I � . � ,
; ;
' f �1� � ` �
, � � , , _ - , ' f
� o ,
� ;� �. �
�°°-�-�r--�--°°—�,� �� _ � . r_ , (1 ;
� �� ;h � ... `� .' tf� i
� �! �' �. `, �' C7 '
� 1 L �
� j; '� 4 t Z �tt �
I �� y,! " �,. �? '
� `
� ; � - ' , C� r ;
` i' '�` �� . .. tA� � � 1
i � �� •'''" ' -- - ` n �
�� �t - , « t. 'i
I j� 1� ° �� r �
i l i . , �' i
� ���E� ` y� � � _ �� � {
r�,�...e.___�.�_-.�, `�' �j �} i
, o �
`' rn '
I'I �� '
� " 11
� � r (S? i
I �
� _� p ' ni ;
f°='_______'�� ,� ;
,
�� ;
�� ;� � r
i ;4 �- "
�(t 9
k��
I� �1} �
� _ :�
� �i; ._..e,._...�_.�.. f
I / �� �
1 I; `�
� �! C
i iiiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiiii iiii iiii
2013122739
Rept:1535422 Ree: 10.00
D5: 0.00 IT: 0.00
07/15/13 B. McBee, Dpty Clerk
PRULR S 0'NEIL,Ph D PRSCO CLERK & COMPTROLLER
070R BK �9�2 1PG� 2 / 91
NOTICE OF COMMENCEMENT
Permit No.
Property Identification No._/�"��"�� -�4/4"O 0�p p �7��O
THE LJNDERSIGNED hereby gives notice that improvements will be made to certain real property,and in accordance with Section
713.13 of the Florida Statutes,the following information is provided in the NOTICE OF COMMENCEMENT.
` 1. Description of property(legal descr tion:) �v% 2 f /f/ y.,� p f��� �, ��QC/(,� O/' � �vi P� �-��
a) Street Address: �i`q�q' /��h ,lf��Y f Zr%r��,'l/�, ` 33S'�
.�, 2. General description of improvements I�X��• s� /l�,✓�rR,� �rn��
3. Owner Information /
a) Name and address:����r��Q c.. �'�c,�U �l 9� 9 /q��' ���r�P F 1 YT�, ,rGr_ ,'_`/�,�`--% ,�S�j�,
b) Name and address of fee simple titleholder(if other than owner)
c) Interest in property
4. Contractor Information � n - n .�� y�y� , ��
a) Name and address: .��(�o �� S�, ��n�������� „�- ,js-y�
b) Telephone No.: �13• �7 9`�,�5'7� Fax No.(Opt.) ��
5. Surety Information
a) Name and address:
b) Amount of Bond:
c) Telephone No.: Fa�c No.(Opt.)
6. Lender
a) Name and address:
7. Identity of person within the State of Florida designated by owner upon whom notices or other documents may be served;
a) Name and address:
b) Telephone No.: Fax No.(Opt.)
8. In addition to himself,owner designates the foltowing person to receive a copy of the Lienor's Notice as provided in Section
713.13(1)(b),Florida Statutes:
a) Name and address:
b) Telephone No.: Fax No.(Opt.)
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 IPROVEMENTS 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 YOU NOTICE OF COMMENCEMENT.
STATE OF FLORIDA � G O��
COUNTY OF PASCO f�
Signature OF Owner pr Owner's Authorized Officer/Director/Parmer/Manager
���;���a Go l�
Print Name
The fore�oing inst ent wa�acknowledged before me this�day of��.(_.� ,20�,by
�e.f�nd0. �,(,�,G� as (type of authority,e.g.officer,trustee,attorney in fact)for
(name of party on behalf of wh � strument was executed).
Personally Knowq/�OR Produced Identification_ Notary Signature
Type of Identification Produced Name(print) �l i'le
Verification pursuant to Section 92.525,Florida Statutes.Under en 1' s of perjury,I deciare that I have read the foregoing and that the facts stated
in it are true to the best of my
;:+i:"'•• JACQ LINE BOGES
Fo�srnroc.rv5azoo� .;�: �s
;,,: ;; Comtnission#EE 040520
;�. •;- Expires Decembet 12,2014s� rtrce of Nazural Person Sipning Above
%�e�o?:�r gqq�d'ihfuTroy Fein N�suance 800-3B5-7M9
�,
CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
Owner:
Job Location/Address:
Pazcel I.D. #:
SHOW ALL EXISTING&PROPOSED STRUCTURES GIVING DIlvIENSIONS&SETBACKS
UTILITY BUILDINGS MUST SHOW SIZE &FOUNDATION INFORMATION
I
�`i'�
�
FR41�TT PR4PERTY LI1+TE
- - - STREET - - - - - - - - - - -
(NOTE EXAMPLES 1&2)..
Example 1. Setbacks for Rl &R2 Zoning Example 2. Setbacks for R3 Zoning
I
6D'
I
6D'
�a
�a
P E
R X
0 I lU ��� lU
10' O T 10' ��
S ] 1�
E N
D (3
PROPOSm
� 2U-SQiQEFM�Y! 30'DUPiFX
FRONT PROPERI'Y LuIE lRONT P�PLR77T LIIiC
- - - SIRLLT - - - - - - - - - - - - -- Sl'BEE!' -- - - - - - - - - -