HomeMy WebLinkAbout15-16640 CITY OF ZEPHYRHILLS
, 5335-8TH STRE�'
, - �sis��so-oozo 166
� BUILDING PERMIT
'� PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 16640 Address: 5549 17TH 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: 11-26-21-0010-11400-0070
Improv. Cost: 4,472.00 OWNER INFORMATION
Date Issued: 9/30/2015 Name: ARCE ABNER NIEVES & PEREZ LIZETT
Total Fees: 90.00 Address: 5549 17TH ST
Amount Paid: 90.00 ZEPHYRHILLS FL 33542-4513
, Date Paid: 9/30/2015 Phone: (813)403-7304
Work Desc: INSTALL SHED 21 ' X 20 '
CONTRACTOR S APPLICATION FEES
O E WNER BUILDING FEE 90.00
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� Ins ections Re uired
FRAME
SHEATHI�G_
FINAL �L '-�..�,
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REINSPECTION FEES: (c)With respect to Reinspection fees will comply with Florida Statute 553.80 (2)(c)the
local government shall impose a fee of four times the amount of the fee imposed for the initial inspection or
first reinspection,whichever is greater,for each such subsequent reinspection.
NOTICE: In addition to the requirements of this permit, there 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 Plan ,Specifications Must Accompany Application.All work shall be performed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
%
TRACTOR S NA URE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER �
{
813-760-0020 City of Zephyrhills Permit Application Fax 813-780-0021
� Buiiding Depa�krnent _
Date Received ��- ` Pltone-Cantact for Permtttin .J T V� — iJ.
Owner's Name G G � Owner Phane Number .�` � � �� �.
Owner's Address �J . ; r' 'ld.� � - - . .^ Owner Phone Num6er �l� � ����°'�(JC/(� J "
Fee Simple Titleholder Name � � Owner Phone Number � �
Fee Slmple Titleholder Address
JdB ADDRESS �� /` / � LOT# �_�-�
SUBD1ViS10F1 �� � PARCELIR# ;� �� -�(/V/V.�',1 il,il�°'V.��V • : ,
(OBTAINED FROM PROPER7Y TAX NOTICE)
W4RK PROPOSED � � NEw CONSTR 8 ADQIALT Q SIGN� Q Q ,. DEMOLISN°
INSTALL REPAIR
PROPQSED USE Q SFR [� GOMM � OTHER �
TYPE OF CONSTRUCTION [� BLOCK " Q FRAME � STEEL �
� pE3CRIPfi�ON OF WORK � '� �t�. �
� BUILDINC,S1ZE �C7 I f� }C '' �f t 8Q FOOTAGE�_������ HEtGHT [_��L�..,�
BllILD1NG ��____�� VALUATION t3F TOTAL CONBTRUCTION
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QELECTR1GAl. � � AMP SERVICE � PRO�RESS ENERGY Q W.R.E,C.
� tbb �( �
OPLUMBING $ . j f . � ) J
/'S,�a�� „ A�
� QMECFlANICAL $ V,ALUATION OF MECNANICAL IIVSTAL�ATI!?N ���� ��U��
h��.-
C]GAS Q ROQFII+lG [� SPEClAt.'FY � OTHER ���r"
FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA C]YES NO
. � c..d
BUI�DER * ( � COMPANY ,C.� �
SIGNA7URE \I REGISTERED Y/ N FEE CURRE� Y/N
�►dd�e8� Cicense# r— �
E�ECTRICIAN CdMPANY
SIGNATURE �' REGI57ERED Y/ N FEE CURRE� Y/N
I Address License# �— � �
I SIG AT URE � R�Is E� Y/ N FEE CURRE� Y/N
AdBress License# � �
MECHANIGAL CflMPANY
Sl(iNA7URE REGI37ERED Y/ N FEE CURRE� Y/N
Address License# � �
QTHER COMPANY
SIGNATURE REGI3TERED Y/ N FEE CURRE� Y/N
Address license# � � . ____ .
RESIDENTIAi: Atta�ch(2)Piot Plans;{2}sets of Bullding'P1ans,{1}se#of Energy��arms;R-O-W Permit for nsw cons6vction,
Minlmum ten(10)working days after..submtttal date. Requlred onsite,Constructian Pians;Stormwater Plans w/Silt Fence installed,
Sanitary FaciliUes&1.dumpster,Site Work•Permit for subdivisionsAarge pro)ects
COMMERCFAL Attach{3}comptete sets of Bulld3rig Plans plus a t3fe Safe#y Page;{1}set of Enargy Far�ns.R O-W Pecmit for new construction.
Minimum ten(10)working days'afker submittal date. Required onslte,Canstruction Plans,Stormwater Plans w/Silt Fence installed,
Sanitary Facilides 8 1 dumpster.Site Work Permlt for all new proJects.All commercial requlrements must meet campllance
SIGN PERMIT Attacti{2)sets of Englneered Plans.
""PROPERIY SURVEY required for all NEW canstructlan. s -
Directions:
�, Fiil out applicatlon completely.
Owner 8 Contractor sign back of appltcaUon,notarized '
tE over 32500,a Notice of Commeneeme�tJs requir�d,.,.4{�atC upgrades over�7so0)
i Y. , i . .... a..a.., a.*,..,,_--w:,
Agent(for ttie contractor)or Power of Attomey(far ttie owner),wauld be someone�with notarized letter ftom owner authorizi�g.sameA•"`",.•.,
. ,• - - = ..
� DVERTHECOUFITER.PERM{TTiNG {FrontofJ#pplicatiqriOnlY}.. . � ' ° . .�. ' � ' �� � , ' � . .
Reroofs if shingles Sewers Service Upgredes.A/C,:,� Fences(PIoUSuniey/Faotage) , , "'`; - , -• � � ,
Drivaways-Not avet Gounter tf on publlc roadways..naeds ROW��_� �,<LL���ry µ. ..� ~ - � ..'` " �--~, .. <,.„.v '
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NO'i'iCE OE DEED RES3R#�TSt?NS: T'he�e�dersigr�ed under�tands°th�t#his.p�rm1#.rz�ay be.subject ta"iieed"resUlctians°
which m�y be�more�rest�(ctive-th�n County.reg�lations: �TFie•und"erslgned assuines resp�nsltiiitty for coii�pilanc�witli ariy
appltcable deed cesnlctions. I. �
LINI.IC�NSED CON'TRAGTORS AND .CONTRACTOR RESPC1NSt�It:1T1�S: tf Qhe awrte� h�s hlred a contractor ar
�ontractors to und�rtake wark, th�ay may be.requlred.to be�ltcensed In accordance.with st�te.and•loeai regulation�, If khe
�ontractor fs not Ilce»sed as requlred'-by law, both the awner and contcaa#or�may be�cfted-for a�-misdemeanar utolation '
under state law. If the owner or Intended cantrac.kar�are_wncertaln as to what iicensing.requlrement�`may apply��iorthe
intended work,lhey are advised ta coritact the Pasco Couttty Buliding Inspectlon Dtvlslon--Ucensing�Sectlon a#727-847-
�009. Furti�ermare, if the owner has hired a contractar oT contractors, he ts advlsed to have the cantrac#ar(s} sign
portions of the "contrector Block° �f this appllcatlon for whtch they will be r.esponsible. .If you, as.the owner sign as the
contra�tor, that may be an 1nd�eat�on that�he is not.properly�Itcensed �nd ts not eMitled to per�iit#ing pri�6leges in Pasca
County. �
TRANSPORTA710N IMPA�CTIUTIlITIES!l�IPAC7 AND-RESOURCE RECOVERY-FE@S�: The underalgned understands ,
that Transportation Impact.Fees and.Recourse�Recave.ry.Fees`i�ay�•applyta�the cansttvation of new buiidings,.•change�df ,
use in existing buildings, a�r.exparas(on�-of��ezistirig;��6uildin�s, as speclfled.in Pasco County Ordlnance number 89-07 and ' �
� 90-07, as ame�tded. The undersigned also understancls, thaE-such fees,;.as;may��e�dae; wltl�1�e 1denQ3fed at the�tirne�of� �
�, permitting. It is furtlier understaod that TrensportaHon Impact Fees and Resource Recavery"Fees.must be pald prior to ',
k rece�ving a°cerf�icate of s�ccupan�y"'n�r fina! power.-release. :If 4he pro��ct does not#nvo4ve�a.certi#ic�te af occupancy vr
final power reieass, the fees mu�t be pald prior t'o permi# Issuance. F�t.thermore;LL ff Pasco_Caunty iNateriSewer Impact
fees are due,they must.be,pald pr9or to perml!-i�suance�in accordance with appUcable Pasao County ordinances. �
�ONSTRUCTiON LlEN'LAiIV{Gh�apter 793� Flar�tla Statutes,�s amended): if vatuation of work 1s$2,500.00 ar more, 1
aertify that I, the appiicant, hav��been provl.ded with. a copy� of the "Florida Construation.Lien..L"av�-Homeowner's �!
Protectton Guide" prepared by the Florida �epa�tmenE�of Agricutt�re a�nd �onsumer Affairs. If th�appli�ant t�someone i
other tha�the"owner", I certlfy.that i have.obt�inetl�a copy of the above:.described tiocument and.pramise ln.good faith to �
deliver ik to the°owner"priorto�cammencement. ; , �
�ONTRACTCIR'S/CtWNER'S AFFIDAVIT: I ce�tify that alt the informatlon in this application is accurate and that ali work
witl'be done in compliance with aIB applicable laws regulating constn�ction, zoning and land development. Appltcation is
heceby made to ob#aln .a.perrctit to do. work:ani! installatlon as tndt�atedr `I ceri,ify that no work or tnstal[ation has
commenced prior ta issuance:of,�,�permit and that:all work will be pertormed ta meet standards of all laws regula�ing-
consUuctlon, Coun#y and City�aatl'e9, xa�ting r�g'�laXions, and land development regalation��in the �urisdiction. { al'so
certify that I uaders#and that the regula#tons of otNer'gouetn;inent agencies may��pply�to the intended work, and that it ls �
my respansibility to identify•what.act(ons I must tak�e;to beeln:.compliance. S.uch agencles Include but are.not Iimited to: �
- Depar#men# of E�tvironmental-Protectlon-Cypress.Bayheads, Wetland Areas and Environrnentally Sensi#ive
Lands,WatedWastew�ter Treatment. ; �
- Sauthwest F4or�da Water iulanagement E�istrfct Welfs, Cypress. Bay_hea�is; Wetland Ateas� Alfering �
Watercaurses, �" '
- Army Corps of Engineers-Seawalls,Docks�Navigable Waterways. '
- Department of Heaith�8 Re�tabltltafh+e ServlaeslEnvitanmentai FIea1#h UhiRVtlell.s� Wastewater Treatmen#, �
Septic Tank`s. ; _
- US Envlronmen#al Protection Agency Asbestos aba#ement.
- Federal Avlatlon.Authority-Runways. ; �
I understand that the following_res#rlEtlons apply to the use of flll.�
- Use af fill is no#attowed in F{ood Zone j V"un{ess eXpressly permltted.
- If the fiil material is to be used.:�in �Flood Zone "A", ft. is understoad that a drainage plan addressing a
"compensating volume*w111 bs submltted at#ime af perm�tttng wli�ch ts prepared by a prafesslonal engineer
Iicensed by the.State of Florida: �
- !# the fill materia! is to be used In Flood �one °A" in�connectfon�w3Eh.a�=germEtted building ustng stem waii
� � conatruction., I ce�tify that fltl:wili�bs�used only.to filt the area within the s#em vu�all.
- If flll material is to be used in any area� 1 .c�rtify that .use. af such flA will not adversely affect adjacent
prope�ties. ff use of fill is fonnd�to adversely:�#Fec#ad)acent�prdperties,.the owner may be cited for uiolating
the condltions of the building,permit Issued under the attached permit application, for lats less than.one (1)
acre whfch are elevate��by flll,an engineered drainage plan is requ#red. .
If I am the AGENT�OR THE OWIVER, I;:promise in good faith#a i�form the awner of the permitttng aondittans set forth in
this af#idavtt�prlor to commencing consttuction. I undersfand that a�separate permlt may be requtred for elecMcaf work, �
piumbing, signs, wells,.poots, air condi#ioning, .gas,.or o#her Instatt�tions nal�spec�tcatty included-in the apptication. .A
permit Issued shall be constcued to be a'Iicense to'�proceed with the wark and not as authority to.vialate,cancel, alte�, ar �
set aslde any prov#sions of the teahnlcal cod�s; noc sha�1 issuance�of a permit prevent fhe Buildirig O#�c1a1 i�om thereafter ;
requiring a correction.af enrars In plans, constructlon or violations of any codes. Every permit Issued shall become invalid
unless the work authorized by suoh permit.�is-co�menced�withln s�c months of perrnit tssuanae, or if work ac�thorized by
the permit is suspended or abandoned for a:period,of§ix f8)monti�s:af�er the tir�re the�wo�rk ts commenced. An extensian
may be requested� in wrlting, fram the Suilding,Offlcfal far a perlod not to exceed ninety��(� day_s a�d�wJlLdemonsSca�te��____ __ '
justltiable cause fioz the extens�on: If work ceases for nlnety��90)i»onsecutive days,..#Ft�jab�is considered aba�doned...
IAtARNiNG TQ QWNER: Y R.EAILURE.TQ..REC.ORD A-Mt?TIGE OF-CQ ENGEMEMI`�MAY��RESULT IN YOUR
PAYiN�TWiGE FCiR tMP VEMENTS YOUR PROPERTY. �iF�YO.U�tN'� - : �OBTAIN•FIPtANEiNG;'CONSULT
WI7H UR ND O N 'fiT0 �8 FORE� ECOR�1 G:�YOUR' 'O "� •'M E EN '
F�t?RlDA,lURA�'(F.S.11T.Q _
� �
DWNER OR AOENT� r � CONTRAGTO �
Sub _21�'a swo e )b fo �r�s�/G'S I S s bed'and'swo � (a� ed�b ` � � • U-�;-.5'
JVho is/are rsonally k rnm to.me or ha ave produced � Who Is/are pe� ally ko me or haslhave�produced •
as Iden�flcatlan. i as ide»��cation.
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ubtic � . 1 Notary Pubilc
�"".e'' JACQUEL
:o is on ,•.,Y�,•,,, ,fACQUEL4 BqGES ; Com '�': missian# 154422
;*. ;;� Comm sst qer 12 2�18 � ;�• :a: Expires Decem e � �
tK` Ex ires Decem � 9 � ',', 'q.` Ba�ded tIw TmY F�n Insuienu 800�3&5d019
�tame at Nota � te��+� ; Name of , mpe
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• CITY OF ZEPHYRHILLS BUILDING DEPARTMENT
Owner: ..�� �/� �
Job Location/Address: ��
Parcel I.D. #: � ' " � " �� `��� �
SHOW ALL EXISTII�TG&PROPOSED STRUCTURES GNING DIIvIENSIONS&SETBACKS
UTILITY BUILDINGS NNST SHOW SIZE&FOUNDATION INFORMATION
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FR 2�TT PR4PERT3� LI1�TE � '
— — �� STRE�T — — — — — — — — — — —
(NOTE EXAMPLES 1&B)..
Example 1. Setbacks for Rl &RZ Zoning Example 2. Setbacks for R3 Zoning
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0 I �a F�➢STA1G 10,
10' 0 T 10' 14D'
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PROP(�ED
� 1U•�1QEFAI�.Y! �'DUPI.IX
FRONT PROPERTY L1NE FROHT PROPERf Y L➢iE
- - - SfREEf -- - - - - - - - - - - -- SfRECf -- - - - - - - - - -
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STRUCTURAL DESIGN �F �
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ENCLOSED BUILDING Ex�,����.R ��cs
lC
MAXIMUM 30'-0" WIDE X 14'-0" EAVE HEIGHT- BOX EAVE
FRAME AND BOW FRAME
, 13 August 2015
Revision 5
M&A Project No. 151235
, ' Prepared for:
. , Mr. Danny Lowery
� ' • President- SteeI Structures �
� � 1660 Dixon AirLne Road
,
� • ' � �Augusta, Georgia�30906
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- • Prepared by: . - . -� ,
Moore and Associates Engineering and Consulting, Inc. ��
' ` 1009'East Avenue
North Augusta, SC 29841
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MOQRE l�ND ,4SSL.7CIATES
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EN�EN�EFIING AND GC3iVSLl�.Tlnf� ��'� B���IS .''�.• 4
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�;. STATE OF ��v
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����SS��NAg�ENG i,�
MOORE AND ASSOCIATES �2AVN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENCLOSED BUILDING
ENGINEERING AND CONSULTING� INC. HECKED Btr: PDN PE SEAL COVER SHEET
iMIS DOCUNENi IS T�E PR�ERfY� I�itQ MID 11SS0[IATES, INC. iFE OJECT MGR= VSM DaTE= B-13-IS SCALE= NTS JOB t� IS123S
U�W)T�RIZED REPROdJCiION,COPtING,OR Oi�ERVISE USE OP iX15 DOCUENT IS
SiRICiLr a4dilpliED iwD�wr IN'RInGE�EMi itEREUPON�ur BE Sup�ECi TO
�EWU. �Cr1Oa LIENT= BBS SHT. I nv�. n� SK-3 V: S
DRAWING INDEX
SHEET 1 PE SEAL COVER SHEET
SHEET 2 DRAWING INDEX
SHEET 3 INSTALLATION N�TES AND SPECIFICATIONS AND TYPICAL SIDE AND END ELEVATI�NS
SHEET 4 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND CONNECTION DETAILS CB�X EAVE RAFTER)
SHEET 5 CORNER P�ST C�NNECTI�N DETAILS
SHEET 6 TYPICAL RAFTER/POST END AND SIDE FRAMING SECTIONS AND C�NNECTION DETAILS CBOW RAFTER)
SHEET 7 C�RNER POST C�NNECTI�N DETAILS
SHEET B BASE RAIL ANCHORAGE OPTIONS
SHEET 9 TYPICAL END WALL AND SIDE WALL FRAMING SECTI�NS CBOX EAVE)
SHEET 10 TYPICAL END WALL AND SIDE WA�L FRAMING SECTI�NS (B�W RAFTER)
SHEET 11 WALL ❑PENING DETAILS
SHEET 12 WALL ❑PENING DETAILS
SHEET 13 LEAN-T❑ OPTIONS (HOX EAVE RAFTER)
SHEET 14 LEAN-T❑ �PTIONS CB�W RAFTER)
SHEET 15 VERTICAL RODF ❑PTI�N END AND SIDE ELEVATI�N AND SECTION
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�p�• STATE OF '��:
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���i�S�ON Ae£;����.
MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. ►iECKED BY= PON ENCLOSED BUILDING
TXIS DaUENf IS iFE PR�ERTY a' I�tE AND ASSaIATES, 11�C. TIE O.�CT MGR= VSN DATE= 8-13-15 SCALE= NTS JOB N� 15123S
U�WliFOt12ED REPRODU[ila,COPrING,OR OT►ERVI� USE Oi' iHiS DOCUENT IS
STRICtLr PRONIRI7ED rwD�wr I�i'RINGEMENT THEREUaW w�r BE Su��ECT i0
LECru. �Crld+. LIENT= BBS SNT. 2 DVG. tJ� SK-3 V: S
� .BOX EAVE FRAME RAFTER ENCLOSED BUILDING CSheets 4, 5, 8, 9, 11, 12, 13, AND 15>
VIN➢OW CAS APPLICABLE)
➢ESIGN PRESSURE ROLL-UP DDOR SWINGING DOOR
LOW = (21.8 PSF,-23.6 PSF) (AS APPIICAHIE) (AS APPLICABLE)
HIGH = (32.85 PSF, -35.6 PSF) DESIGN PRESSURE ➢ESIGN PRESSURE
_ LOV = (V.5 PSF, -19.9 PSF) LOV = (20.8 PSF, -22.6 PSF)
_--- _ ____ _ _.__ H[GH = (26.45 PSF, -29.95 PSF)_-� HIGH = C31.35 PSF, -34.5 PSF)
_- __- - 6' - __
---- -_- - FLASHING
26 OR 29 GA.GALVANIZED METAL RO�F
• RN➢ VPLL PANELS FASTENED TO RAFTERS LENGTH VMIES OEPENDING ON
AN➢ POSTS VITH 1/4'x3/4' SDF'S VITH N�MBER AND SPACING OF RAFTERS
� CONTROL SEAL WASHER 8 AVERAGE 6' O.C.
5 SPACWG
I
4 .r'---�� 12
�i .Q 3
y � SEE NOTES
� 24' 16 GA.Ll-CHANNEL j (PAGE 3)
BRACE FASTENEO TO j u FOR HAXIMUM
RAFTER WITH (2) w SPAL[NG
1 1/4'x3/4' SDF'S AT =
EALH END �
(4 PER BRACE) �
E
2 � 3
4 8
TYPICAL RAFTER/POST END FRAME SECTION TYPICAL RAFTER/POST SIDE FRAMING SECTION
SCALE 1/8' = 1'-0' SCALE� 1/8' = 1'-0'
TS BO%
EAVE
3/16 RAFTER -
NIPPLE T� - � MINIMl1M 6' LONG, MINIMUM
RAFTER 3/I6 =" / ]5 GA., TS NIPPLE. SECURE
�`� ' �/ NIPPLE TO 3�16 W�TH (6) 1/4•K3/4' SOF'S
� BASE RAIL
" / 3/16
:/ �'
;o � TS POST
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w / 16 GA. U-CHANNEL BRACE o�� TS CONTWLIOUS BASE RAIL
'i � 6, 4500• � (<8' RAFTER POST)
N � ' / (L�W OR HIGH WWO SPEE➢) •
-�i !—_
�� MINIMLIM 6' LONG, MINIMl1M 15 GA., � I � � i I—.-I ! --' � '
TS NIPPLE. SECl1RE POST T� NIPPLE —I � I -� ! I— � I �---; I
� � VITH (4) 1/4'x3/4' SOF'S —i I !-_j I -� ' �--i ; i_
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i ,�•' SECURE WITH
(4) 1/4'x3/4' SDF'S
(EACH END)
I TS POST RAFTER P�ST/
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BOX EAVE RAFTER/CORNER SCALE: NTS
1A POST C�NNECTION DETAIL
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THIS DOCUENT IS itE PROPERTY 0� I�ORE AND ASSOCIAiES, INC. iFE p,�CT f�iR� VSM
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' 26 OR 29 GA. GALVANIZED METAL R�OF
^ AND VALL PANELS FASTENED TO RAFTERS LENGTH VARIES OEPENOING ON
ANO POSTS WITH I/4'x3/4'SOF'S WITH NUMBER AN➢ SPACING OF RAFTERS I
1 C�NTROL SEAL WASHER E AVERAGE 6' O.C.
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BRACE FASTENEO TD SEE NOTES
� RAFTER WITH C2J (PAGE 3)
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TS BOW RAF7ER y' �
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BOV END j� ��
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QS�O• / (<8' RAFTER POST) TS POST
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INWTNORI2ED REPRODUCTION,COPVIMG.OR OirERVISE uSE OF THIS OOCUENT IS
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'�I� F�R L�V 1JINID C9' TO 10' RAFTER POST
��0� Q1' TO 14' RAFTER POST I F�R HIGH VIND SPEED)
�_�_I F�R HIGH NWO) I /� TS POST
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1B CONNECTION DETAIL 1C C�NNECTION DETAIL
SCALE: NTS SCALE� NTS
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UrWli�qR12ED REPROOUCTID4 COPrING.OR OTtERVISE !!SE OP ixlS DOCUENT IS
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�EGa �Cr1a. LIENT: BBS HT. 7 DVG. t� SK-3 V: S
BASE RAIL ANCHORAGE OPTIONS FOR LOW AND HIGH WIND SPEEDS
• INSTALL 1/2'x6' EXPANSION INSTALL I/2'x6' E%PANSION
ANCHOR THROUGH BASE RAIL ANCHOR THROUGH BASE RFIL
VWF OR FIBERGLASS NITHIN 6' OF EACH WWF OR FIBERGLASS VITHIN 6' �F EACH
FIBERS P�ST� FIBERS POST
n �
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e � � � n GRADE } r , ` � � a GRA➢E f
I A I I I—I I I c ° I I I—I I I—I I I ` � � I I i o
� � �=1 � �,��� �=� sn � � —� �� � I �—� � �,;� I ., d° � � ��
MINIMl1M 2 3/4' � ; I . � � I MINIMUM 2 3/4' I ' I I 4 I I
EMHE➢MENT j � � EMBEDMENT j � � 1
(TYPJ _I— —I I I (TYP.) _I I ' —I I
MONOLITHIC CONCRETE FO�TING -I I �—I I I—I I I— I ( MONOLITHIC C�NCRETE FD�TING -� I I—I I I—I ( �— I I�
C3000 PA MINJ REINFORCEO -I I I—I I I � I I C300D PSI MINJ REINFORCED 'I I I—I � ! I I I
WITH C2> N4's CONTINUOUS VITH C2> k4's L�NTINU�l1S
1'-0' S 5/B' 1'-0' S 5/8'
' C❑NCRETE MON�LITHIC SLAB CONCRETE SLAB BASE
3A BASE RAIL ANCHORAGE 3B RAIL ANCHORAGE
SCALE� NTS SCALE� NTS
MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'. MINIMUM ANCHOR EDGE DISTANCE IS 6 3/4'.
GENERAL NOTES
CONCRETE�
CONCRETE SHALL HAVE A MINIMUM SPECIFIED C�MPRESSIVE Z• WASHERS
STRENGTH ❑F 3,000 PSI AT 28 DAYS.
COVER OVER REINFORCING STEEL• TOP �F ASPHALT THROUGHBHEIBASEERAIL AN➢
F�R FOUNDATIONS, MINIMUM CONCRETE C�VER ❑VER REINFORCING PAVEMENT OR SECURE TO ANCHOR EYE WITH
GROUNO SURFACE � 1/2' DIaME7ER THROUGH BOL7
BARS SHALL BE PER ACI-318�
3 INCHES IN FOUNDATI�NS WHERE THE CONCRETE IS CAST AGAINST
AND PERMANENTLY IN C�NTACT WITH THE EARTH OR EXPOSED T❑ - --� �— _i � —! `-iil--' � I----'
THE EARTH ❑R WEATHER, AND 1 1/2 INCHES ELSEWHERE. � I i--i I. I i I I--I � I I - I I ' I E �—, I '- � I !
--=� '� :--�� --- j �-._ I i= i I �--i I i—�' ' �—I 1�---�
� REINF�RCING STEEL� —� ! ';--1 i �-� � I-' i (--- _i �--, , !---! ; �---I i �---
THE TURNDOWN REINF�RCING STEEL SHALL BE ASTM A615 GRADE � � � � —I � - Ii-- � � � I--II
60. THE SLAB REINFORCEMENT SHALL BE WELDED WIRE FABRIC I I �- -!I � � - I � �----r! � I- ' • '-- '
1=-i � 1= ; I
MEETING ASTM A185 ❑R FIBERGLASS FIBER REINFORCEMENT I � I--II �--� I ' _-� I � � II--' i �—� � � -' II
,---� ' �---! l ; —' � � � �----� ' �— ' � -1 ,
REINFORCEMENT MAY BE BENT IN THE
SHOP OR THE FIELD PROVIDED� Ts C�NTINUOUS
HASE RAIL
1. REINFORCEMENT IS BENT C�LD.
2. THE DIAMETER ❑F THE BEND, MEASURED ❑N THE INSIDE OF THE
BAR, IS NOT LESS THAN SIX-BAR DIAMETERS. OOUBLE HEL[X EYE ANCH�R
3. REINFORCEMENT PARTIALLY EMBEDDED IN C�NCRETE SHALL NOT CSEE NOTES BELOW)
BE FIELD BENT
HELIX ANCHOR N�TES� �
1. F�R VERY DENSE AND/OR CEMENTED SANDS, COARSE GRAVEL GROUND BASE HELIX ANCHORAGE
AND COBBLES, CALICHE, PREL�ADED SILTS AND CLAYS USE MINIMUM
(2) 4' HELICES WITH MINIMUM 3D INCH EMBEDMENT � SCALE: NTS CCAN BE USED FOR ASPHALT)
2. FOR C�RAL USE MINIMUM (2) 4' HELICES WITH MINIMUM 30 INCH
EMBEDMENT.
3. F�R MEDIUM DENSE C�ARSE SANDS, SANDY GRAVELS, VERY
STIFF SILTS, AND CLAYS USE MINIMUM (2) 4' HELICES WITH �`�1t11���,
MINIMUM 30 INCH EMBEDMENT. o,�� � I/�,
4. FOR LOOSE T❑ MEDIUM DENSE SANDS, FIRM TO STIFF CLAYS AND ��,y\_�..o�.�;•O/�'�I
SILTS ALLUVIAL FILL USE MINIMUM C2) 6' HELICES WITH MINIMUM 50 ,,���P���G E NS••�/L�,I�
INCH EMBEDMENT. ` ��•����,
5. FOR VERY LOSE T❑ MEDIUM DENSE SANDS, FIRM TO STIFFER s �• �
' N0577 +
CLAYS AND SILTS, ALLUVIAL FILL USE MINIMUM (2) B' HELICES ��� •
� � ��� �
WITH MINIMUM 60 INCH EMBEDMENT. '� �
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TMIS DO[uENT IS THE ataPERTr Or MOORE iwD wSSOC1�TES, INC. THE OJECT 11CiR: VSM DATE� 8-13-15 SCALE� NTS AH N� 151235
UN�UT►OitIZED REPRODUCi10X,COPtI�G.OR OTHERVISE USE OF iN1S OOCIMENT IS
, LER�IC.i�r�IBIiED ru+D�wr I�s'RInGEMENi T�EttEUPp�t w�r BE SuB.iECi t� ��ENT: BBS HT. B DVG. t� SK-3 V: $
, BOX EAVE RAFTER END WALL AND SIDE WALL OPENINGS
, SEE NOTES SEE NOTES
CPAGE 3) (PAGE 3)
FOR MAXIMIIM 4 F�R MAXIMUM '
SPACING 1� SPACING '
4
II
7
6 11
ll 7 6
OPENING FOR ROLL-L1P 11 ll
➢OOR VITH HEHDER
i
5 7 5 7
II 11 11 11
� OPENING FOR '
SVINGING ➢ODR
ll V[TH HEADER I
TYPICAL BOX EAVE RAFTER TYPICAL BOX EAVE RAFTER END ',
END WALL FRAMING SECTION WALL �PENINGS FRAMING SECTION I
SCALE: 1/8' = 1'-0' SCALE: 1/8' = 1'-0'
BO% EAVE
RAFTER/POST
ASSEMB�Y
8
12 9 6 7
12 It 11 6 7
11 11
OPENING FOR VINOOW
OPENING FOR R�LL-UP N1TH HEA�ER ANO WINODV
DOOR WITH HEADER RAR (ALSO�APPLICABLE
TO EN� VALLS)
10 � 6
12 I1 I1
�PENING FOR �
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TYPICAL BOX EAVE RAFTER
SIDE WALL �PENINGS FRAMING SECTION
SCALE: 1/8' = 1'-0'
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WMli�RIZED REPROOUCTIat,COPtING.OR�T�ERVISE USE OF THIS DOCUNENT IS
STRICiLr PRONIEITED/WD rwr ItiRINGEMENi 7�EREUPd�w�r gE SU�.1ECi TO
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BOW 1tAFTER END WALL AND SIDE WALL OPENINGS
SEE NOTES SEE NOTES
CPAGE 3) 4 (PAGE 37
FOR MAXIMUM 11 FOR MAXIMUM
SP� 4 , SPACING 1
� 11 I
i
7
5 ll
�� 7 6
il ll
5 7 5 7
Il I1 I1 ll
� OPENWG FOR
SWINGING ODOR
11 VITH HEADER
TYPICAL BOW RAFTER TYPICAL B❑W RAFTER END
� END WALL FRAMING SECTION WALL OPENINGS FRAMING SECTI�N
SCALE 1/8' = 1'-0' SCALE� 1/8' = 1'-0'
I
B�W RAFTER/P�ST
ASSEMBLY
, B
12 9 6 7
12 11 ll 6 �
11 ll
OPENING FOR VIN➢OW
�PENING FOR ROLL-UP WITH HEAOER AN➢ WIND�V
➢O�R W[TH HEADER RAIL(PLSO APPLICAHLE
TO ENO VALLS>
10 7 6
12 ll ll
' �PENING FOR �
SVINGING OOOR 11
WITH HEADER
, TYPICAL BOW RAFTER SIDE
WALL �PENINGS FRAMING SECTI�N
SCALE: 1/B' = 1'-0'
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UMUTtORIZED REPRODUCTION,COPVING.OR pT�ERVISE USE OP TXIS OOCU�ENT IS
' STRICtLY PRONIpITED�ND� I�i'RINGEMENT 7�EREUPON�uY BE SuB.iECT TD
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BOW AND BOX EAVE RAFTER WALL OPEl�TING DETAILS
TS P�ST (CORNER)
NIPPLE TO 3/16 MINIMUM 6' L�NG, MINIMUM
TS RAFTER� BASE RAIL 15 G0., TS NIPPLE.SECURE
3/16 WITH (6) I/4'x3/4' SOF'S
1 1/2'xl V2'x2' 16 GA. CLIP
ANGLE SECURE TO RAFTER
�o�i POST AND BASE RAIL V/(4)
1/4'x3/4' SDF'S
2'x2'X2' I6 GA. ANGLE CLIP io�,
SECl1RE TO POST AND RAFTER
WITH 1/4'x3/4' SUF'S 2�N
� TOP AND 2 ON SIDE
, ����� � � I I-� � '--� I �� � i�
� ��TS END POST 1 I I-_ - --
I---. � i I I I–-I � i---' I
-� � �—i � i--� I I � 1—
TS L�NTINUOUS HASE RAIL
END P�ST/RAFTER END POST/BASE RAIL
4 C�NNECTION DETAIL S CONNECTION DETAIL
SCALE� NTS SCALE� NTS
TS TRUSSED RAFTER CHORD,
OR HEAOER
TS POST TS ENII POST OR 2"x2'x2' 16 GA. ANGLE CLIP
OR END POST ODOR WINOOW SECURE TO P�ST (EACH
� FRAME POST SIOE) AND RAFTER
2'x2'X2' 16 GA.ANGLE CLIP CHORO/RAIL VITH 1/4'x3/4'
SECURE TO POST ANO EITHER SOF'S 2 ON BOTTOM AND 2
T�P OF HEAOER,�R BOTTOM ON SI➢E
OF WINOOV RAIL NITH
1/4'x3/4' S➢F'S N�TE�AT R�LL-UP �OOR
�PENINGS, POST SHOULD BE
TS HEAOER, HASE FLUSH WITH RAIL EN➢. CLIP
� RAIL, OR WINOOV POST TO RAIL �NLY �N SIDE
RAIL OPPOS[TE THE OPENING.
TS HEADER OR
1�IN➢OW RA[L
HEADER OR WINDOW RAIL POST TO HEADER, BASE RAIL, OR
6 TD POST C�NNECTION DETAIL 7 WINDOW RAIL CONNECTION DETAIL
SCALE NTS SCALE� NTS
,`�,o`�teestroo'�
S. ���i
����.�NE.....�O si�
s��e•�P,.��c E t�S�.�.Q�!.,�
: • .
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� ♦
° �(/ 1--_.'* e
-
_ _
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' � STATE OF : <u:
' '.0�. ,c : �v.`
�� •.� 0 p •`�,,s
�� F '��R� ♦
i ...,..•
,�'SS/o�A,������
MOORE AND ASSOCIATES atAVN BY= .�S BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING, INC. HECKED BY= PDN ENCLOSED BUILDING
TMIS DOCUENT IS TFE PR�ERiY a' �E M!D ASSOCIATES, INC itE Q,�CT MGR� VSM DaTE= B-13-IS SCALE= NTS .&1B 1� 151235
uwWT►�RIZED REPRODUC710N.COPrING,OR OTtERVISE uSE Oi THIS OOCUENT IS
LER�T�T�IBIiED wND/WY IKRINGEMENT iNEREUPd�w�r BE SUpJECf TO LIENT: BBS SHT. II DVG. N� SK-3 V� S
BOW AND BOX EAVE RAFTER WALL OPENING DETAILS
3/I6
NiPPLE TO
HEADER 3/l6
�TS POST
NIPPLE Tp 3/16
HEADER 3�16 �; MINiMl1M 6' L�NG,MINIMUM
I°i IS GA., TS NIPPLE. SECURE
�o MINIMl1M 6' LONG, MINIMUM � VITH C4) 1/4'x3/4' S➢F'S
15 GA., TS NIPPLE. SENRE EACH �e I
a�l � NITH (4) 1/4'z3/4' SOF'S
O�i
' _
TS P�ST
, 3-�2 OUBLE TS HEAOER
i 3-12
D�UBLE HEADER/P�ST POST/DOUBLE HEADER
� 8 CONNECTION DETAIL 9 CONNECTION DETAIL
� SCALE NTS SCALE: NTS
,
7S POST
MINIMUM 6' L�NG, MINIMUM
� 3/16 15 GA., TS NIPPLE. SECURE EACH
NiPPLE TO WITH (4) 1/4'x3/4' SOF'S
BASE RAIL 3/l6 r..°�
��o' 'o
TS C�NTINU�US
BASE RAfL
Ili� --!I � �-�I !; I __I � '�
-� + .---1 I i==1 i i-=� i ,_
POST/BASE RAIL
10 CONNECTION DETAIL
SCALE� NTS
,,a`,N�!IS/f Af-��s�
`� �V�Q ��I
�e ...... ��. Q �,
`�����Q:.���E tis�..9 '�,
. .c� �
° • No �: �
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4 =
0
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•�; STAT OF ,'4�a
0
°� ,(�•�� �, • �(/��
�°e Fsi•C p R�Q.,. '�����
, '����is�4NAl E�G�,�
, Nei��o1be
, MOORE AND ASSOCIATES DRAVN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. HECKED BY= PDH �1CLOSED BUILDING
THIS DOCUENi IS TrE PROPERTr Oi' u00RE �wD�SSOCI�fES, INC t�E OJECT MGR= VSM DATE� B-13-IS SCALE� NiS JOB N� 151235
UNN1i�ORIZED REPRODUCTION,COPVIHG,OR O7tERVISE USE OF iHiS DOCU�ENT IS
SiRICiLr PROi1t1iED rwD�wtt ItsRINGEMENi THEREUaON w�r BE SUDJECT T�
LEG�L �CTIOU LIEHT: BBS HT. 12 DVG. N� SK-3 V: $
l
BOX EAVE RAFTER LEAN-TO OPTIONS
«
13
1
� 5
q 24' 16 GA.U-LHANNEL
BRACE FASTENED TO �� �
RAFTER WITH
(2)1/4'x3/4' SOF'S AT 13 5 1
EACH END q
C4 PER BRACE)
R�OF E%TENS[ON OPTION MAIN STRUCTURE STANDARD LEAN-T� �PTIO
2 3 2 3 2 3 2 3
4 8 4 8 4 8 4 8
TYPICAL BOX EAVE RAFTER LEAN-TO OPTIONS FRAMING SECTION CBOTH OPTI�NS SHOWN)
SCALE� 1/8' = 1'-0'
TS HO% EAVE RAFTER�
3/16 , � _J
NIPPLE TO
12' LONG TS 15 GA. RAFTER 3/16 � � /
NIPPLE. SECURE POST i
TO NIPPLE WITH I ��� SECURE W[TH
(4> 1/4'x3/4' SOF'S � C4) I/4'x3/4' SDF'S
- �/ (EACH ENO)
iA� �i
_i'o_�� ;�' 2'x2'xP' l6 GA. ANGLE CLIP
`o-� � SECURE TO POST ANO RAFTER
--�' `� VITH 1/4'x3/4' SOF'S 2 ON
i ��� 'i� � TOP AND 2 ON BOTTOM
6' 4500• /
i / 16 GA.U-CHANNEL BRACE TS RAFTER
TS E%TENSI�N
RAFTER �
I �
i�
TS P�ST� / MINIMUM 6' LONG, MINIMUM 15 GA., TS POST
•i� TS NIPPLE. SELURE POST T� NIPPLE
1�' W7TH (4) V4'x3/4' SDCS
�
(
SIDE EXTENSION RAFTER/ LEAN-T� RAFTER T� RAFTER
1 CORNER POST DETAIL POST CONNECTION DETAIL
1` SCALE: NTS �� SCALE NTS
`��`��ef�e�ii�,i
�v0e�� S. �y ���,
�� ,.....,,.p� ,`
`40�°��;��,��'E A1S�•.9�e��m
..
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q ^ s^ A �
Y �' �� ' - j � H •
4�� • _
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:�; STATE OF :�'U`
v st1�•.il` +,,. ."�qU,�
'.�,�5.,< p R 1 O;.G\`oe
��°�os,ONAe eE�����
MOORE AND ASSOCIATES DRavN Br: .lRS BENNETI'BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� INC. FtECKED BY: PDH ENCLOSED BUILDING
rNIS DOCUExT IS r�E PROaERTr Oi' MpORE �xD�SSOCI�iES, INC. iHE OJECT MGR: VSM DATE� 8-13-IS SCALE= NiS .JOB � 15123S
UNNIT�RIZED REPRODUCifa,COPYING,OR OTFERVISE USE Of THIS OOCIAENT IS
SiRIC7LY PRpil�liED�t1D ANY ItiRINGE1ENf TlEREUPO�i M1111 BE SUB.JECT TO
�EGK �crlaa LIENT: BBS HT. 13 DVG. 1� SK-3 V: 5
BOW RAFTER LEAN-TO OPTION
��
14
1
1 �
Z4' 16 GA.U-CHANNEL
6 BRACE FASTENEO TO
RAFTER VITH(2)
1/4'x3/4' SOF'S AT
EACH EN➢
' (4 PER HRALE)
2 3 2 3 2 3
6 8 6 8 6 8
TYPICAL BOW RAFTER LEAN-TO OPTIDN FRAMING SECTION
SCALE: 1/B' = 1'-0'
�
TS BOW RAFTER � i-
. '` �
SECURE WITH
� -'" ' / (4) 1/4'x3/4' SOF'S
�� /: (EACH END)
�
9_
�� Ry
� O�G� /i
2'x2'%2' l6 GA.ANGLE CLIP �
SECURE TO POST AND I
RAFTER VITH 1/4'x3/4' � �
I / l6 GF+. ll-CHANNEL BRHCE
S➢F'S 2 ON TOP AND 2 ON i
BOTTOM i aSOp. �
2'x2'x2' 16 GA. ANGLE CLIP
SECl1RE TO P�ST AND RAFTER i
VITH 1/4'x3/4' SOF'S 2 �N _I_
TOP AN➢ 2 �N BOTTOM
•I. � �
TS RAFTER �
/
• �, �
// � MINIMUM 6' L�NG,MINIMl1M 15 GA.,
TS POST l TS NIPPLE. SELURE BOW RAFTER ANO
I POST TO NIPPLE WITH C4) 1/4'x3/4'
S�FS.
I
�
LEAN—TO RAFTER TO RAFTER
11 POST CONNECTIDN DETAIL ,00�������rf��,
SCALE NTS ,,��,_`G S� MO`j��,
� �\����s�.•... � �
,���`�y��;.•�-���N SF•.;QF!°o
.
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�ir • C�'�V h—'��
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� -
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:
i�',��. .� �• \�`o`
��,�tS'��QR�O' G' ,� �
' �i��iSl��A�'�C,�`��
MOORE AND ASSOCIATES �RAVN BY: JRS BENNETT BUILDING SYSTEMS,LLC
ENGINEERING AND CONSULTING� 11V C. HECKED BY= PDH ENCLOSED BUILDING
iN15 DOCUENi IS T�E PROPERir 0� �pRE rwD�SSOCUiES, ING rFE OJECT MGR: vSM DATE� B-13-15 SCALE� NTS JOB Dl� 151235
�NWitbRIZED REPROOUCTION.COPVING,OR pT�+ERVISE USE OP iNiS DOCUEN7 IS
LERG�L ntila�i.1e'iED rwD�wr I�RINGEMENT THEREUad�w�r B£ SuBJECi i0 LIENT= BBS SHT. 1� DVG. N� SK-3 EV� 5
�
BOX EAVE RAFTER VERTICAL ROOF OPTION
26 OR 29 GA. GFLVANIZEO METAL R�OF
PIINELS FASTENED TO PLIRLINS M�ITH
� 1/4'x3/4' SDF'S VITH CONTROL
t SEAL WASHER E AVERAGE 6' O.C.
5 SPALING
I
12 q 12
-_ -_�_��_ Q3_ \ Q3
_'____ --__-- __= O.B36'-16 GAIJGE\\
=
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t ,_a '�
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City of Zephyrhills
BUILDING PLAN REVIEW CQMMENTS
Cantractor/Homeowner: �x�'��(' ��/j�,°,�
Date Received: �- ,,,Z -�-� �
s�t�: .5����,�_� cS1---�
Perrnit T e: _<-��`"' �� � "''`�/
YP
Approved w/na comments: Approved w/the below cornments: C] I7enied wtthe below comirrzents: �
��
rt
�
�
�
,
i
3
t
f: �
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This comme sheet s 1 be kept with the permit and/ar plans. t
.
i
`����s_ .
Kalvin witzer r a� Examiner Date Cantractor andlor Homeowner
� (Required when comments are present)
r � � � � � IIIIIII(Ililll(lilllllllllllliilll(Illllllllilllllllllllllli
-� � 2015i53842
Rcpt:171&246 Rec: 20.00
� flS: 0.00 IT: 0.00
- 09/28/201� J. R. , Dpty Clerk
PAULp S 0'NEIL,Ph.D.PRSCO CLERK & COMPTROLLE
090Et$8K 1�L�'�m PG 2993
NOTICE OF�OMMENCEMENT
Pem�it No.
Prapesiy Identifica2ioa No.���� '""'ll�l,�`/�C! 'L/[/ I�
THE iJIJC►�RSIGtJED hceby ave Informs you that the improvement will be mede to castaln reat pragesry,end 3a aocordaacs with
3ectian 723.13 af the Flaslda Smmtes,ihc foIlcwieg infarmstTan is pravidad in itils NO'E'tCE QF COMriiE1YCEtHE3+tf.
�Descriptianofpraperty(legaldar tion:) CY � � � � �/1G,�a'� GkS�
a}Street Adtiress: (�
enerai descriptian of improvements: •
`�`���`�a�°� , f}1lNF�. lV1��E5 55 S'
e x�►a�a�aa��. �7' �7�► �'.
� b)Neme end address of fee simple titleholder("if othei than owner)
c}tnfa�est 3u P�F�Y
4.Gonhactbrinformation C n r ��^ �/r /� �,
a)Name mid acidnsa:. c.� K L. S G J�J . � 0� L'IV G �F.�• I
b)Teteghane Na.. F�Na.(Ogt.) ��}��� /�� (
� S.Swety Infora�tion � ���
a)Name and eddi+�ss: �r�� W
b)Amnuat of Baisd• V � -
c}Te3ephano No: • ' Fax No.(Opt.)
6.Lcnder �
a)Nama eud addrrss:
Phone No. . � �
7.Identlry pf person withia the State af Florida deslgnafed by owner upon wLom niitices or ather documeats may be served: `� z t� �
a)Neme and address• � w�.i cF�! W �
b)Telaphane No.: Fax No.{Opt) � t.� _,j �ti�,,,, � _�
8.In additioa m himsel�owner designates tfie fi�powing person w ra:eiye a copy bf the Lie�nor's Notica es pmvided in Se�rian �9i � U � �p O �
713.13(1)(b)y Florid8 Stshrte9: � � O� �L N Q-'- CL
a}Name and add�sss: ' �" � � F— � a - .��
b)TeIcphanc No.: '�• .. , .Fax No,(Opt•) • ' Q Gr = �� �
9.Pxpuatioa date oYNatice of Commcncemerit(the expiration dete iv one yeaar frbm the daUt of recording imless a diffeYcat date Ls �„� F Q O
spocifiad): � �O O ti o2S
. � h } �.,) L� �
WARNDYG TQ O�VNEB: A.IYY PAY14iLNTS 113AI)�BY'I'�iE 4WNtER AFTER THE E7LPIILAI'IOIY ON THE 1+FOTfCE OF � Q�� p �
COMMENCEMF.N'T`AIt$COPISiDERED xMP`ROPER PAX1VfEN'i'S ER GBAP9'ER 713,PART Y.SECTION 713.i3. �� � Q
F[:ORIDA S'�'ATUT�S;AND CAN RESUI,T IN YOUR PA7lII�G P`dR B4iPROVEMENTS TO XOUR PROPER'I'Y. � V q� �
A 1+t0't'iCE OF COl1sNII.+NCEMENT MUSf B�RECORDED AND SI�D ON THE JQB Sxi'E B&t+OXtE TE�E A'IRSP � u.t�
INSPEG"�'XON. IF.YOU IIV�'END TO OBTAIN FINANCENCs�CU L. YOti�t LEND OR AN ATTORi�IEX BFF'QRE ,C�°j � ��' `.�'i,. _ � w
C411�MEIVCAYG WORK OR RECbRDINGi XOUR I4CITICE OF C�ME . ..� ��� �. � p Z
SFA'TF.OBFWRIDA � v�� , � O v
COlJN7Y OF PASCO � CJ F-- Z W fn
oC or a: Aut6 ' /M�aegc UJ � `� J
c.�UGr'�S Q � � z
nn � � � � �p
1lse going i�hum�g�nt_wea aeimaw2adged bofoze me triis�%� day of` '� 20,�by �
l�.f �PiV'� as (typtofautharity,ag.atlicer.6vstee,atWmay
in fact)for (neme of pacty oa 6ehalf of om is►st:ument wav excoubed). ,�Q'� � "� .1,_
� °V O " �� r[
Personalty Kno��OR Pradaced Tdentlffcat£an� Notffiy Signafure +.� �' ,:
r�a�� ^ � o � =e �� ���
Typc af Ideatificetian Praduced H'�11E{pflII�� Q' �r �"�/`1�•�• v��! � �
�. ; '' <..� � �
� . � � �
Yerificatfna pursvaat to Seciion 42.525,Ftortde Stanms.Undar panatties af periuryr l dectaca that I bave read the finego3ng and th`�'�- � ' : �
the facts stated in it ara true w the besc of my Imawledge and belie� �8 `~
, � � ���
stgnanue ctrr.avat For.an s;gNng.lbovo � " .F
� �
FoAM&NOC.n+d,M07 �� �'. � �
��ai:►u�;.•. JACQUELINE SOC.�ES
;�`� ':__ Commission#FF 150422
:�• a; Expires December 12,2016
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