HomeMy WebLinkAbout15-15922 CI OF ZEPHYRHILLS
; 3335-8TH STREET j,
�si3��so-oozo 15�2
� � B ILDING PERMIT
PERMIT INFORMATION LOCATION INFORMATION
Permit Number: 15922 Address: 3501 MALACHITE DR
Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL.
Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book:
Proposed Use: RV PARK Lot(s): Block: Section:
Square Feet: Subdivision: EMERALD POINTE
Est. Value: Parcel Number: 24-26-21-0040-00000-1490
Improv. Cost: 1,700.00 OWNER INFORMATION
Date Issued: 1/20/2015 Name: SCOTT DUNCAN T & M JOY
Total Fees: 67.50 Address: 7216 LINE 21 RR 2
Amount Paid: 67.50 STAFFA ON NOK 1Y0 CANADA
Date Paid: 1/20/2015 Phone: (519)272-7230
Work Desc: OPEN PATIO COVER 6' X 2 '
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 67.50
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In ections Re uired
F OTER 2ND ROUGH PLUMB MISC IN ULATION CEILING
FOOTER BOND DUCTS INSULATED SEWER MISC.
ROUGH ELECTRIC LINTEL MISC MISC.
1ST ROUGH PLUMB PRE-METER INSULATION WALL MISC.
DUCTS INSTALLED WATER MISC DRIVEWAY
PRE-SLAB SHEATHING MISC. MISC.
CONSTRUCTION POLE FRAME MISC. MISC.
REINSPECTION FEES: Reinspection fees will omply with Florida Statute 553.80 (2)(c) when extra inspection
trips are necessary due to any one of the fol owing reasons: a)wrong address b) condemned work resulting
from faulty construction c) repairs or corre ions not made when inspections called d) work not ready for
inspection when called e) permit not po ed on job site f) plans not at job site g)work not accessible.
NOTICE: In addition to the requirements of this p rmit, 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 m nagement, state agencies or federal agencies.
"Warning to owner: Your failure to record notice of commencement may result in your paying twice for
improvements to your property. If you int nd to obtain financing,consult with your lender or an attorney
before recordi g your notice of commencement."
Complete Plans, Specifications Must Accom any Application. All work shall be pertormed in accordance with
City Codes and Or inances. NO OCCUPANCY BEFO C.O.
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CONTRA TOR SIGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 M NTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPE TION - 8 HOUR NOTICE REQUIRED
PROTE CARD FROM WEATHER
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City of Zephyrhills
BUILDIN PLAN REVIEW COMMENTS
Contractor/Homeowner: S C� -�- V N���
Date Received: � - $ - r S
Site: � S 0 J'�l IlLA CH l Te
� Permit Type: O Q E {�AT�p C OV E�
Approved w/no comments:❑ Approved w/ e below comments: ❑ Denied w/the below comments: ❑
This comment sheet shall be kept with the permit d/or plans.
�- l_,�_,
Kalvin S er- s Examiner Date
Contractor and/or Homeowner
(Required when comments aze present)
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a�t�•rao-ao2o Ci��y o1'�� nyrnl��� rc:r„u��r.,�������lv!� .
' Buiiding Denartm�nE
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� �C�1J` �(/��L�/I � Owner P1TOn�Number `�l�-' �7�'- ���
Owner's Name
Owner`s Address 7 b�-r(t l--C f?2 p2.f �. � U �"3`i'- � ���Yfa��NumUer�+ �
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l°ee S3mplo Titlelzalder Name Qwner PI�one NurriUer��
I=�e 5imple TiL•lehol�ler.Acldr�ss �' ' ' '
JOf3 ADDRCSS c�S-C�� �"! . �-C�L I M �/`/G� . ` c.or rt 1�9. .
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� . • (OLi7AlNCD PROM PftOPGRTYTAX NOTIC[j- _ __.�__ _ _
VItORK[�1�OPOSG]] : � NCW C�(�STR ADnlAL.T 0 S(GN � MOVC [�J DGMdL(S}-I ,
lNSTALL � . l�GC'AIR
pI,OFOStI]US�' • 0 SC'R ' . •� GOMM Q OTi-i�R ' �
� TYPG O[=CONSTRUCT[ON Q l3�OCt�C rl�AME ' ,� ST��L � OTI-l�R !I
oescr�inr�oN or-wor��c - �P�t t d' CDG�f�' � � � �
, Qul��ir����ze Io K•� �' � sa raa-rA�- �a�--�� _._f 1-i���rrr �,._^y._._1
� gU��'���� '�' f 7�� � VALUATION Of-'1'OTAL GC7N5TRUCTION
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� EL�CTRlGAI. .� , �( AMP SERVICC � PRO�I�G55�NGPGY • � W.R.E.C.
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0 MCG!-IANiCAL ,�� • VqLUATEON Q1=MGC!-lANlCALIhlSTALI.ATION . �� ����_��
(� �n,s ' C} r�oor-��v� sneciA�.-rY �( or►-�cr� , , ;��r�q�'�'►
l=1NlS!-IED Fi,oOR CLCVATIONS 1=LOOD ZONCAR�A [�YGB �NO '
13U1LI?CR � �� CONtI�ANY (�CU�� .
SIGNA'i'URE � (�GGIS7GI�Ed Y/ N FEE CURRGNT Y/N '
Acidross c�S(�/ � CcC� . C/f`l • ' . Lic�ns��1: �� �
CL�CTCiiCtAN � COMPANY
S1�NATURG rtECisrct�cd 'Y/ N r-ee cuR�rNr Y I N
.Adclress. � • Licenso�t � �
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P�.UMf3CR • CON(PANY
SIGNATURG r�e�jsrE��a Y! N• r-�c cuaa�Nr Y/N
, Acicirass Licenso# �� +�
M�GI•1I�t�lCAL: ' • Ct)MPA�lY
SIGNATURG • rtectsr�r�cD Y/ N rec cu��Er�T Y/N .
Adctr�ss • • ,Lic�nse�t� � l
OT[-iGCt . � . COMPANY � �•
sIGNA'!'URC r��ISTet�eD ' Y 1 N r-GC cuRr��Nr Y i N
A�(dress � , License�t � �
RG5ID�NTlAL Altach(2)P1ot C�tans;(2}SOE6 0(I3LIfICIIl1 Plans;(9}se[of�n�rc�y Forms;f�-O-W 1'ermitfor new cnnsirucFion,
Minimum fien{1 Q)worlting days afEec su mitta!dale. l�equircd onsif�,Construcfion Pians;Sformwaler Plans wl Sllt 1=ence installecl,
' Sanitary 1=acUlties&1 clumpstsr,Sifa rit Parmitfarsuf�d3vlstonsllarge projoci's
CONINfCRCiAC Att�cli(3)completc s�ts o�IIuildinc�P[a s plus a L.ife Safety Pac�e;(1)set ofi Cnerc�y.'1=orms.�i-Q.-W P�rmIt for new eonslruotion.
Minimum ten(10}woricing days afl�r su mitta!daie. Roc{uirad onsit�,Consfruction I'tans,S[armwater Pians wi Sift f-ence Insha!lecl,
Sanitary Faciltfi�s&1 dumpsfier.Sifo . ork i'ormit�far afi new projecks.Al!commercia!requiraments must meeL complianco
' S(�N PERiiltiT Attach(2}sets of Engtneorad Plans.� ,
'`�'`*PROP�PTl'SU1�V�Y r�c�utr�cf�(or A NEW construc(Iort. •
' -i-i-i-t-i-t-i,-i-i-Ff-Ff-f-i-l-i-I-hi-S-i-FI-1-i-1-1-I-i-H-i-l-1-t-l-i-l-1-l-2-l-l-1-l-I-l-l-i-l-l-l-l-J-1-II-1-1-1-I-1-1-I-1-I-I-hI-i-Id-I-1-I-I-i-I-I-2-i-I-I-EI-i-t-i-I-f-I-I-I-FI-i-i-I-i-I-i-I-f-I-I-f-3-I-t-i-FI-1-l-I-l-1-1-I-i-l-l-l-I-l-I-l-I-1-1-1-1-l-l-1-l-hl-l-I-1-1-t-I-1
Oir�ctions:
I=11I out apptic�[ion com(ai�tety. � •
Own�r&Gonlrackor slgn Uacic ai applIcafiun,notarizeci ' �
i�over�2500,a Notic�o�Gomm�nc�ment ts require . (A!G ulac�rades aver:I;5000)
"* Agent(for the contraator)or nower of Atkorn�y{�for thQ wner�w�uld be somoon�wifll nofiarizad lefterfrom owner autl�oriztng same •
•OVCC�Ti-IG COUNTCt-2.P�RMITTING (f-'ronl'o(App(icafi n Only) '
C�aroofs ' Sawers Sorvlc�.iJpgrad�s AIC �'onc�s(!'foi/SUrvey!l�aotage) .
Driv�ways-Rinl over Counter ir an puUfic roadways.:ne ds FZOW
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NOTECC OF DC�D RCSTRIGTI�t�ls: The.uncfersic�ned unc(�rst�ncis fit�at�[his permit m�y 1�� subj�ct�[o"cf��ci"resfihiefiions"} ;
wiiicii m�y i�e more resfrictiv��ll��n Ca�infiy r�c�L�l�tians. Th� �mdersigned assum�s r�sponsibilily•�or compliance with �ny
appiic�iale d��d resfirictions. �
UN�.IC�NSCD GO�iTI'tiA.CTORS AND CONTRACTCIP I�.CS�'O�SIQCL�ITIES: (f �Lh� awn�r lias ilirec! � contractor or ;
con�r�clors to uncl�rla!<e worlc, �h�y may la� r�quirec(fio bo 1ic�nseci in �ccordanc�uvith st�t� �nd loc�i r�c�L�fations, i�F tl�e �
cantrac{or is nofi licens�d �ts required by lzw, I�o�lh �l�e owncr ancl confir�ctor m�y'be ciied �ror � misd�mearior vioiation !
under stafi� iaw. i��tii� awn�r or infenciec� canfr�ciar �re unc�rC�in �s fia wh�� fic�nsing r�quirem�Ms �n�y apply�for ih� �
intenclec(woric,i:hey�r� advis�ed to�cont�tet t1�e l��sco County Bttifciing tnsp�ci:ion Division—Lic�nsinc�S�ctian �t 727�g4.7- ,
800�J. 1=+.�rlhormore, if ihe owner has hir�d � can[ractor or contr�c�;or.s, hca is �dvise,d fo i��v� ti�� coMracfior(s) sic�n '
portians o�F'fihe "conir�ctor [3lacic" ofi fihis �pplfca�[ion •for wl�icl� lhey wi(1 1�� responsibie, .if you, as �th� owner sic�n as tiie
contr�ctar, fil�at m�y bc �tn indic�lion i:ha1: he is rioi praperly licensec! �nc( is not �i`�ti�(lec! l'o p�rmi#:Ling privilegos in Pasco
Cotmty. ' .
TI�ANSI'ORTATtON iMPACTILITILITICS IMI'.ACT AND PCSOUPCC I�.�COVCPY�F��S: Th� unci�rsigned underst�►u!s �
tl7a[Transpori��fion Imp�ct C'ees �nd R�cours� I�ecovery F�es m�y�ppiy to i:he consiruciian`a��n�w fauifcffnc�s, ch�tnge oF
tis� in oxisling buildings, or exp�tnsion o�f existin� I�uiidings, �s sp�ci�(i�ci in l�asco County Ordin�nco numi��r 8�-07 �nd �
90-07, as nm�nd�cl. Th� �tndGt'sIgned aIso undcrslands, �th�t such �Cees, �s m�y (�� ciue, wili 1�� identi�ied nfi fh��[ime o�F , ;
p�rmitting. It is �'�trther uncicrsfiooci ti��l Tr�nsporL��ion Imp�tcl 1=��s �nc1 I�,esource C-�.ecovery F��s must be paid J�rlar ta I
recoivinc� n "certiFic�fie o��occup�ncy" or�Fin�i pow�r rc►ease. 1•�fihe p2'aj�c{ dc�es noi involv� �r c�rEl�fic�t� a�f accupancy or ;
•fin�! powor rele�s�, 1:h��re�s ir�ust b� p�id prior fio permit issu�nc�. t=urti�ermar�, i�F 1��sca Cotrnty W�ter/Sew�r fmp�ct ;
•Fe�s ar�due,fih�y must be p�ic! prior�Co•p�rmii issu�nce in accardance wifh ��piic�i�i�P�sco Counfiy ordin�nces.
CONSTRUGT1011i �iCN L.A1f11(Gh��L•ei�7�t�, 1�Ioricla 5tattrt�s, as �m�ncl�c1�: I�Fva1u�tion o�f worlc is ;�2,500.00 ar more, I �
c�rti�y tiiat i, ti�� appficant, h�v� h�en provid�d wiGl� a capy o•C �lhe "F1Qrid� Construction l.i�n l�av�r—l-lomeowner's
Protection G��ici�" �r�p7r�ci i�y�ti�� 1=larid� D��ari:m�nt o�F AgricL�llurc �tncf Consttm�r A�Ff�irs, l�f i!» �ppllc�nfi is som�one �
oih�r 1:h�n ihe `bwner", I cerLify fihafi I 17�vo.oi�fi�ined a copy o���tl�� �bovc descrii�ed documenfi�nci promise in good•faitl�to �
c{eliv�r it to the"owner"�rior i�o comm�ncemenC.
GaNTRAGTOR'SlOINNCP'S AF1=il�AV1T: ( certi�y�h��l•al! �Ll�� in�formation in fil�is applicatIon is �ccur�fie and ihat ail worlc !
wiii i�c done in compiiance with aff ��piic�ble l�ws regul�ling eons�ruci:ion, zoning �nd lancl ci�v�lopmenl. A�plic�tion is �
her�Uy m�de fio obG�iin � p�rmit fio da waric �nd inst�iiation �s indic�t�d. 1 c�rfi�y �Lh�t no woric or insfaif�tion l��s ;
commenc�d nrior fio Issu�nc� o�( � p�rmit �nd �tti�fi afi wori< wiil i�e perrorm�ci to m��t sfi�nci�rds o�F aii iaws r�guiating �
cansirucfiian, Co��ttiy 7nc! Ci1y eod�s, zoni�7g r�c�ul�fiions, �ncl Jand development regui�fiions in fi1�e juriscifcfiian. f aiso �
a
e�rtify that i unclersi�ncl�h�f [I�� r�gul�tions o��other government �gencl�s m�y apply i:o fihe infi�nd�d worlc, �ncl fih�l it is �
my responsiUi(ity fio icienfiiFy wi��t�cCions i mus�t�ic�fo b�in com�ali�nc�. S�[c!� agenci�s includa but�re not limit�d to: i
- ''`�.°'';.D,�p7rCmenfi o�F•Environm�nfi�1 �Prot�ction-Cypress i3�yh��ds, W��tl�nd Are�s �nd Cnviranmenialfy S�nsillve �
L'alicls,W�terNi/astewater Tre�tm�nt.
- 5authwest Floricla Vlfzfi�r Managem�nfi bis�iricfi-We![s, Cypress B�y1�e�tds, W�tl�nd Aro�s, Alfi�ring j
W�fi�rco�.trses.
- Army Corps a�F Cngin�ers-Se�w�iis, Docics, Navigabl�W�t�rways. i
- Qe��rtri�enfi o�� I-1e�lth & Rei�abiiita{iv� Servic�s/Cnvir.onmentai (-fienffii� Unit-Vl/eifs, Vtl�tsfiew�ter Tre�fiment, '
S�p�ic Tanlcs,
- t!S �nvironm�ntai I�rat�ction Ag��cy-Asb�s�:os ab��t�m�nt, j
- 1=�der�i Aviation Aufihority�Rttnw�ys. ' , I
! uncl�rsfi�nd ih�t fihe fo(lawing r�strictions a�piy�to��the us� o�r��iii:'
- Use af'fi!! is not allav�r�d iri I=IoQC(Zone"V"unloss exprassiy p�rmitfied. , ! �
- I�f (he �fil! m�t�ri�1 is 1:a b� used in 1=laocl Zonc "A", it is undersiood (hat• a c(rain�ge n1�n �ddr�ssin� � �
"comnensafing volume" wiil b� st�bmilfed a1: iimG a�f permitCing wl�icl� is �arcp�red by � prof�ssion�l engineer �
(ic�nsed Uy i:i�e S[�te o�T F(orici�. • . �
- lfi th� •fiil m�teri�l is Co b�-us�d in Fiood Zor�� "A" in connaction virith � permitfiecl GtTflding using stetrz wal! ,
' consir��cl:ion, ( cerCi�Cy fih�fi•(il1 wi]! b� us�d•only fio•li(1 th� �r�a wifii�in fii�e stem w�i1. ; �
- if..'iifl material is �a 1�� us�c{ in �tny �r��, !•cerLi�fy �L•hal us� a•T suc1� �[i1( wi1( no[ �dv�rsefy a•��ect adj�cent ;
' properli�s. ir.�us� o�`�Fiff is :�ourid to �dvcrseiy��fi�ec[�dj�c�nt nrop�rti�s, �f�t� own�r m�y be cited �Tor viol�fiing
th� conditions o��t1�e Uuilciing permit issuad ua�ci�r•the �tfiacf��d permit app(ic�tlon, �for lo[s less f(zan an� (�) �
�cr�whicl� �re elev�fied I�y�ri1(, an engin�ered drainage plan is reqt�ir�d. � I
(�F f am ihe AGCNT F�P 7I-IC QWN�P, 1 Jaromis� in gaod�C�it1�1:o in��orm�L1ie owncr a�rihe p�rmitting candifiions sefi�Forti� in
fi�is af�ici�vifi �rior to comm�ncing consfirucfiion. 1 und�rsC�nd th�l• a sep�r�fi� permifi m�y Ue r�quir�d��or eiectric�i wortc, !
plumhing, signs, weiis, poois, �ir conciifiioninc�, g�s, or aLher insiall�+fiians not�sJ�ec�fica!]y included in ih� applic�tion. A �
��rmit issued s1»i( he consfirueci fio b� � 1ic�ns�fo proc�ed witi� the woric�ncl not�s ���iilority to,uiol�fi�, cancel, �lfi�r, or ;
set�sicl�any�rovisions o�F t1�e fi�chnicat cocies, nor shaii issu�nce o�T� p�rmit pr�vent�t•I�� C�uilding O�fici�i��rom iher��fC�r ;
roqti�irinc� � carr�ctlon o�f�rrors in �al�ns, cansirucfiion or viol�iions o�F�ny codes. Cvcry�ermi[isstieci s1��1f becam� inv�iici �
uniQSS fih�wor4c�ufhoriz�d by sucl� {��rmit is commencec! wi�hin six moi7�Lhs of�ermiL issu�nc�, or i�F wor(c aufii�orized by ;
fihe permit is sus�on�Ied or ab�ndoned°For a p�rioci a�six(�) moM11s �•C�:er ihe �ime�[h�worlc is commenced. Ai� exlension �
may be requ�sted, in wrifiing, ��rom fihe Builciing'O�P�icial ��ar � periocl not fio �xc��d nin�ty (94) d�ys and wil{ d�monstr�te �
justlfinble cause�for�LI�e ext�nsion. I�f worlt ce�s�s�For ninc�y. (90} cons�culi�e ci�ys,i;i��joi� is consic(ored abanclon�ci. ,
WARNINC TO OWNCr: YOUI�.C.taELUI�� TO I���nPD .Z1. NC�TICC OI= �OMM�NC�M�NT M�l`�° I��SULT IT�•Yt3UP �
PAY[�IC TWIC�FOI�IMt'I�.t}V�IUICNT�TC3 YOUI�f'I�CIP�i�TY'. I�Y(��J INT�ND TQ ORTAIN t'IN.+�,NG1N�, CONSUL.T I
WiTI-T YOUR I.CND�P OR AN I�.TTC7l�NCY 13�T"CtR� I�CCORDINC YOCJ.R N071�� OI= COMMGNG�MrNT. ,
r-�.or�i�a�ur�,�-r{r-:s.��7.o3a - _ _
_����� .-� �_����- �
OWNCR ORA�CNT,��'��;�� Ct�RfTC,ACTOi� ��1� — �
SuUscribed nd sworn�p�or nffirmed bejo re this 5ubsci'ibed anci sworrt to or�ffrmed (�Coro e ll�is . �
/el-3-/ 6y ►Il u,/t�CU+ cl�d'�� !a2-.3/�/ (�y k1.��/ZG'r,� ��1 L'O�' i
Who is/arc�nerson�(�y icnown Eo m�or iias/r,�rTm��r�s, Who Cs/ar�p�rsonally Icnown to me or has/have�roelueed i
/�-� as identi(ic�iiott. ��� as identiiica(Ion. i
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Noiary i'uUlic • Nofary nul�lia� `
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Commission No, Gamr 'ssi No. �
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t�lameof ot�t���..� c�orsamp. (Va ebfA�al�Y '���'!'����j��lG �
:�° G�:.��i�C1E LYNN HARTWIG =.�. ' MY CQMM1SSroN#FFas4es� '
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'- "•;F',o��oQ:�•� EXPlRES fJatober 27
<�� '�°� ,2017 �
''.'��oF�;?Q,�' EXP(RES October 21,2017 (�o� ��g'�id� Fi�ridqNota BANIce.c�,m .
(407)3s8-o153 FloridallotarySeroice.com ,
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! _
DISCLO STAT��'�' FOR 06JNSR
, ; . - CITY OF ZTP LLS HIIILDING DBPAET�SNT
_. �l 'L�/� V �� - have read and fully nnderstaad and
agree to the provision.s of this ias t_ �
The uadersigaed states aa.d affixme t he or she is deairous of constrncting,
renovatiag, adding to os reroofiag 's os her cwa domicile, �hat he or she
actnally occupies, or 9r111 occupy b said domicile, and same is not fo�c -
reat, lease or sale. That he or s ahall comply with the following coada.tions:
1. That the owaer aad he or she al e shall act as the bnilder for a17. phases of
� construction..
2. That the awaes v�ill c 1 wi a1Z rovisions of the Cit of Ze hi11s
� Y P Y PhYr
o��ra*+�es aad codes pertiaeat o the bnildiag.
3_. That ia the eveat various phas of constructioa are subcontracted, he will,
engage onZy properly liceased s coatractors and mill. personally supervise
such mork.-
4. That in the eveat the Buildia.s Inspector ehall reqaire �orrections to be ma@e; j
the owner wiil asaume full res oasibility to insure they, are made, and upon �
' completion ovill call for _a r spectioa before proceeding with the building:
5. That the ownea shalZ assnme ]. responsi.bility for the construction and m:i7.1
aot expect e�ervision of his ork from the City of xephyrhills Bnild�.ag
Departmeat.
6. That prior to final i.nspectioa aay add:itioaaZ fees, including reiaspection
fees, must be pa3d ia full_ A Mritten reqnest from this office sha1l.
constitute aa official notice o pay addit3.onal fees.
7_ That the ooPaer shall comp].y wi all City,' State and Federa3. lav�a ia regard to
social security, worinnaa's c easation, liea laws, etc., where applicable.
8. That the owaer shall comply avi all the safety aodes iasued by the Flori.da ,
Industxial Commiseion_ "
9. 3tate law reguires constrncti to be da�e by liceased coatractors. You have
� applied for a pesmit under an. emption to that law. The exemptioa allows
you, as the owner o£ your prop , to act as yonr owa contsactor arith certain
restrictions even. thougli you d aot have a license. You must provide direct
onsite supervision of the cons tion yourself. Yon may build or i.mprove a
one-farni.ly or tmo-family resid ae or a farm outbuildiag_ You may also bua,ld
or i.mprove a cozmnercial bni.ld' g, provided your costs do aot exceed $25,000. , ,
The buildiug or resideace mnst be fos your owa use or occupaaey. It may aot
be built or substantially imp ved for eale or lease_ If you sell or leaee a
� .buildiag you have built or sub tantially impraved yourseZf vvi.thti.a 1 year after
, the construction is complete, ' e Iaw will pres�e that you bui3t or
snbstaati.ally improved if £or aZe or lease, which is a violatioa of this
exempfia.oa. You may n,ot hire unlicensed person to act as yovr contractor or
to supervise people �orking your bui:lding_ It is your reaponsibility to
make snre that people employe by you have licenses sez+,;red I�y atate law aad
by county or muaicipal licens' g ora3„a_„�HS. You may not delegate the
� responsibility £or supervisin work to a licensed coatractor who is not
licensed to perfoxm the �vork iag done. Any pessoa. wozking on youx building
� who is nat licensed muat �vork er your direct supervisioa and must be
employed by you, which means t yon must dednct F.I.C_A_ aad wi�hholdi.ag tax
and psovi.de warkers' campensa "on for that emplayee, all as preacr3.bed. by law_
Your cons�ruction. must comply _ 'th a11 appl'icable laovs, ordi.aaaces, bni.Zdi.ng
codes, aad zon3.ag regulat3.ona.
awrisa.•s s=�su8s z i nezs /eL-��1�
, p,nnRESS c�S�� ./ cc� �-
�$oRS r a.� - v
WITNESS• � PII2MIT #
��� ���t� �
Name
d�d/ �1���� �r •
Address
Ze � l� �� ��f'D
To Whom It May Concern,
Please be advised that:
Stacie Hartwig, Kathy Mim and Spenser Bahr of Pasco Permit Service
have my permission until fu her written notice to act as my agent to sign and pick
up permits.
Sincerely,
�
Signature
`�—/�
Date
NOTARY
STATE OF FLORIDA, COUNTY F PASCO
The foregoing instrument w sworn to and subscribed before me this c3�day
of �C'eh�-�r' , /
Personally known or P oduced identification V ,
�o�'a�P�e��� SUZANNE BAHfl
= o= Notary Public-State of fl rida '
;9� �;:My Comm.Expires Nov 22, 018 � '
° Commission�Ff 1696 4
',''',a11,OP,, L�4�
Bonded through Hationa!Notary sn.
Commissioned Stamp otary Si tuxe
and Expiration Date �
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TYPICAL BEAM TO COLUMN CONNECTION CAPACITIES
BEAM SIZE POST SIZE FASTENERS 017 KSI I HEREBY CERTIFY THAT I HAVE REVIEWED
S.M.B. DEPT S.M.B. WEB TUBE WALL CORROSION RESISTANT UPLIFT THIS PLAN AND FOUND IT TO BE IN
"H" WALL T. "N SIZE - CAPACITY COMPLIANCE WITH ASCE 7-10 AND SECTION
4" .045" .06" 2 3/8" BOLTS, NUTS, WASHERS 1720 LBS 1003(EXISTING BLDG.)OF THE FLORIDA
5" .050" .06' 2 3/8" BOLTS, NUTS, WASHERS 2 550 LBS BUILDING CODE 2010
6" .050" .06" (3) 3/8" BOLTS, NUTS, WASHERS 2 550 LBS
ALUM RIDGE CAP W/ 7' .055" .06" (3) 3/6" BOLTS, NUTS, WASHERS 3500 LBS
#1Ox 5/8" SMS 7" .055" .09" (3) 3/8" BOLTS. NUTS WASHERS 3 600 LBS
® 12" O.C. 7" .055 .125" 35 3/8" BOLTS. NUTS, WASHERS 4,500 LBS
CORROSION RESISTANT 8" .072 .06' (4) 3/8" BOLTS. NUTS, WASHERS 5,500 LBS
3"X12" ALUM RISER PANS 8" .072 .09" a 3 8" BOLTS, NUTS, WASHERS 7000 LBS
VKS,WASHER&SEAL
STEN ,.NS TO BEAM W .072 .125" (4) 3/6" BOLTS NUTS WASHERS 7.000 LBS
4 HEX HD COR OSION RESISTANT 9" .06" a 3 8" BOLTS, NUTS. WASHERS 7000 LBS
9" .072 .09" (4) 3/8" BOLTS, NUTS, WASHERS 8,900 LBS
(3) SCREWS/PAN .062 .125" 4 3/8" BOLTS, NUTS, WASHERS 9.500 LBS
10" .092 .125" 4 3/8" BOLTS NUTS WASHERS 11 000LBS
NOTE: OTHER BOLT SIZES AND QUANTITIES MAY BE USED PER
SITE SPECIFIC PLANS AND CALCULATED UPLIFT CAPACITY REQUIRED f
2X9 SMB
PROFESSIONAL ENGINEER SEAL
(4) 3/8" THROUGH BOLTS,
WASHERS & NUTS ENGINEER OF RECORD:
David W. Smith P.E.
ALUM. TUBING FLORIDA LICENSE NUMBER:53608
10 X 1 2 HEX HD CORROSION RESISTANT Thomas L. Hanson P.E.
PAN ROOF GABLE DETAIL /
ETAL S /2" HEX
AP PROXSCR 4 OC/P MAX.L BOTH OWN) FLORIDA LICENSE NUMBER:38654
3"x12"x.032" ALUMINUM RISER PAN ROOF
SPLICE BEAMS WITH Mark Ronald Dunn,Jr. P.E.
9"WX18"L 14 GA. PLATE 7 FASTEN WITH (4)#10x3/4" S.M.S FLORIDA LICENSE NUMBER:73968
AT EACH CONNECTION PT.
Joel Falardeau P.E.
FLORIDA LICENSE NUMBER:70667
-------------------------- --------- -- ----- --------- --------- --------- ------
lo o FBC Plans&Engineering
Services, Inc.
EX. 2X9 SMB o lo olo O1 2X9 SMB 6272 Abbott Station Drive Unit 101
® o olo O1
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
6'-0" Website:www.fbcplans.com
3X3X.O93 ALUM. KNEE BRACE DRAWN BY: W.P.
(48"X48" ) - 45 DEGREES
REVISION: DATE:
CONNECT KNEE BRACE TO RO 1
COLUMN/BEAM WITH .05" "U" CHANNEL RD 2
OR GUSSET PLATE
FASTEN WITH (4)#10x3/4" S.M.S RO 3
AT EACH CONNECTION PT.
R0 4
EX.
LOCATED ALUMINUM PLAN MN PROJECT ADDRESS:
DUNCAN & JOY SCOTT
EMERALD POINTE
3501 MALACHITE DR.
ZEPHYRHILLS, FL
CONTRACTOR:
KNEE BRACE CONNECTION OWNER
PATIO COVER
I HEREBY CERTIFY THAT I HAVE REVIEWED
THIS PLAN AND FOUND IT TO BE IN
COMPLIANCE WITH ASCE 7-10 AND SE ION
1003(EXISTING BLDG.)OF THE FLORID
BUILDING CODE 2010 r /
j
3"X12"X.024" RISER PAN
ROOF, FL 1779 OR
EQUIV. PROFESSIONAL ENGINEER SEAL
I I 6' 0„________________L_ ENGINEER OF RECORD:
EXISTING SHED
David W. Smith P.E.
---------------- ---- --
2X9 SMB I
FLORIDA LICENSE NUMBER:53608
4s' Thomas L. Hanson P.E.
EXISTING 2X9 SMB- o FLORIDA LICENSE NUMBER:38654
EXISTING 3"X3"X.093" Mark Ronald Dunn,Jr. P.E.
ALUM. POSTS, TYP. FLORIDA LICENSE NUMBER:73968
3X3 ALUM. KNEEBRACES J
oel Falardeau P.E.
UNDER BEAMS, SEE EXISTING CARPORT & J FLORIDA LICENSE NUMBER:70667
DETAIL
0
CONCRETE
I FBC Plans &Engineering
00 Services, Inc.
6272 Abbott Station Drive Unit 101
Zephyrhills,fl.33542
Phone:(813)788-5314
Fax:1-(866)-824-7894
Website:www.fbcplans.com
12'-6" 14'-6"
DRAWN BY: W.P.
I
SIDE ELEVATION/BEAM KNEEBRACE 1 II EXISTING 3"X3"X.093" DATE:_1/5/15 5 15
SCALE i/4- - i•-o EXISTING 2X9 SMB 11 ALUM. POSTS, TYP.
q 1 REVISION: DATE:
EXISTING 3"X3"X.093" II IIIuI I RO1
ALUM. POSTS, TYP. - - - - - - - - - - - - - - - 4+- - - - - - - - - - - - - - - - - -
II II
II II RO2
II
II
RO 3
RO4
o m m Igo
vl PROJECT ADDRESS:
2:12 PITCH ROOF 2:12 PITCH ROOF (I)
DUNCAN & JOY SCOTT
N N N EMERALD POINTE
35O1 MALACHITE DR.
ZEPHYRHILLS, FL
NEW 2X9 SMB 27'-0"
CONTRACTOR:
ATTACHED TO EXISTING OWNER
BEAM, SEE DETAILS
3X3 ALUM. KNEEBRACES FLOOR PLAN
UNDER BEAMS, SEE SCALE: 1/4" - i•-o•
DETAIL
PLAN/ELEVS
I HEREBY CERTIFY THAT I HAVE REVIEWED
General Notes HOT DIPPED GALVANIZED. THIS PLAN AND FOUND IT TO BE IN
A.CONCRETE&FOUNDATION DESIGN: 5.ALL LAG BOLTS SHALL HAVE A MINIMUM EMBEDMENT OF 8X 4.DOOR LOCATIONS MAY BE DETERMINED IN THE FIELD BY COMPLIANCE WITH ASCE 7-10 AND SECTION
BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. 1003(EXISTING BLDG.)OF THE FLORIDA
I. ALL CONCRETE GRADE BEAMS AND FOOTINGS SHALL BE 3000 6. LAG BOLTS AND SCREWS INTO WOOD FRAMING SHALL BE 5. IF PAVERS ARE UNDER ALUMINUM MEMBERS THEY SHALL BUILDING CODE 2010
PSI MINIMUM. PROVIDED WITH PILOT HOLES HAVING A DIAMETER NOT HAVE EPDXY ADHESIVE TO CONCRETE OR IF USING GROUT,
2. ALL CONCRETE FILLED SUPPORTED SLABS SHALL BE 2500 PSI GREATER THAN 70 PERCENT OF THE THREAD DIAMETER OF ENSURE BONDING AGENT IS USED FIRST.
MINIMUM,3 1/2"NOMINAL THICKNESS. THE BOLT OR SCREW.ALL LAG BOLTS AND SCREWS SHALL BE 6. SCREENING MATERIAL SHALL BE 1BX14X0.013 OR
3. 3000 PSI FIBERMESH(3/4"PER CUBIC YARD MIN.)MEETING INSERTED IN PILOT HOLES BY TURNING AND UNDER NO EQUIVALENT DENSITY SCREEN MESH ONLY UNLESS NOTED
APPROPRIATE ACI AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE.
IN LIEU OF WELDED WIRE MESH 7.ALL EXPANSION ANCHORS SHALL BE DESIGNED IN
4. ALL SLABS ON GRADE SHALL BE 4"THICK WITH FIBERMESH. ACCORDANCE WITH THE SPECIFIC MANUFACTURER'S
5. ALL REINFORCING SHALL CONFORM TO ASTM A615,BE GRADE REQUIREMENTS AND ALLOWABLE LOADS AND SHALL ONLY
60(60 KSI MIN.)DEFORMED BARS,#3 BARS MAY BE GRADE 40 BE APPLIED IN CONDITIONS ACCEPTABLE TO
6. ALL OVER POUR CONCRETE FILLED SUPPORTED SLABS SHALL MANUFACTURER. FASTENERS SHALL BE A MINIMUM OF SAE
BE 3000 PSI MIN.,2"MINIMUM.THICKNESS. GRADE#5 OR BETTER ZINC PLATED.
7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR
8. THE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 NEW PATIO COVER OVERHANG
FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES
OPC(PORTLAND CEMENT TYPE 1,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR
AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. DESIGN DATA:
3/4". 9. ALL FASTENERS SHALL COMPLY WITH ASTM A153.
AIR ENTRAINING+1-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): PROFESSIONAL ENGINEER SEAL
NOMINAL DESIGN WIND SPEED Vasd: 130 MPH
WATER REDUCING AGENT-ASTM C 494. G-185. 110 MPH
CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL 2. RISK CATEGORY: 1 ENGINEER OF RECORD:
OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" 3. WIND EXPOSURE: B
9. METAL WELDED WIRE SHALL CONFORM TO ASTM A 185. UNLESS NOTED OTHER WISE. 4. WIND LOADS:
10.PREPARE&PLACE CONCRETE ACCORDING TO AMERICAN SOLID ROOF(MWFRS): 20 PSF David W. Smith P.E.
CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: FLORIDA LICENSE NUMBER:53608
2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 5. 4"CONCRETE SLAB,2500 PSI CONCRETE W/6"X6"-#lOWWM OR 3000 PSI FIBERMESH
RECOMMENDATIONS. ASTM E 1300
11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, EXISTING CONCRETE SHALL BE ADEQUATE TO WITHSTAND THE LOADS FROM THE
CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, ASCE 7-10 PROPOSED STRUCTURE. Thomas L. Hanson P.E.
VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, AA ASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B
SPALLING OR OTHER DETERIORATION. ASTM C94 6. SCREEN ROOF TYPE:: N A FLORIDA LICENSE NUMBER:38654
ASTM C150
ASTM C33 7. SOLID ROOF TYPE: 3"X12"PAN ROOF,FL 1779 OR EQ.
B.MASONRY: ASTM C260
1.CONCRETE MASONRY UNITS(CMU)SHALL BE STANDARD ASTM C494 Mark Ronald Dunn,Jr. P.E.
HOLLOW UNITS AND SHALL BE 1900 PSI MINIMUM BASED ON ASTM A615
TYPE FLORIDA LICENSE NUMBER:73968
M OR S MORTAR. ASTM A185
2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2010 (CHAPTERS 16,20 AND 23)
3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE W/2013 SUPPLEMENTS.
MAXIMUM COARSE AGGREGATE SIZE OF 318". 2005 ALUMINUM DESIGN MANUAL Joel Falardeau P.E.
4.PROVIDE CLEAN-OUTS FOR REINFORCED CELLS CONTAINING
REINFORCEMENT WHEN GROUT POUR EXCEEDS 5'-0"IN F.ABBREVIATIONS: FLORIDA LICENSE NUMBER:70667
HEIGHT. THE FOLLOWING LIST OF ABBREVIATIONS IS NOT INTENDED
TO REPRESENT ALL THOSE USED ON THESE DRAWINGS,BUT
C.ALUMINUM: TO SUPPLEMENT THE MORE COMMON ABBREVIATIONS. FBC Plans &Engineering
1. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1. TYP--TYPICAL ALUMINUM STRUCTURAL MEMBERS g g
MINIMUM REQUIREMENTS OF 6005-T5 FOR ALLOY WITH A 2. SIM--SIMILAR Services, Inc.
MINIMUM THICKNESS OF 0.040"FOR SUPPORTING MEMBERS. 3. UON--UNLESS OTHERWISE NOTED 6272 Abbott Station Drive Unit 101
2. WHERE KICK PLATES ARE USED A MINIMUM THICKNESS OF 4. CONT--CONTINUOUS HOLLOW SECTIONS Zephyrhills,fl.33542
5.VIF--VERIFY IN FIELD
0.024"SHALL APPLY. 2 x 2: 2"x 2"x 0.044" Phone:(813)788-5314
3. STRUCTURAL ALUMINUM DESIGN CONFORMS TO"PART IA- G.RESPONSIBILITY: 3 x 2:---------------------------------------3"x 2"x 0.050"
Fax:1-(B66)-B24-7894
SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BYA LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050"
STRESS DESIGN"OR"PART 1-B-SPECIFICATIONS FOR CONTRACTOR[N ACCORDANCE WITH APPLICABLE BUILDING 2 x 3:---------------------------------------2"x 3"x 0.070" Website:www.fbcplans.com
ALUMINUM STRUCTURES-BUILDING LOAD AND RESISTANCE CODES,LOCAL ORDINANCES,ETC. 2 x 4:---------------------------------------2' x 4"x 0.050"
FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2005 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS,
PREPARED BY THE ALUMINUM ASSOCIATION, 2 x 5:---------------------------------------2"x 5"x 0.050"
1NC.WASHINGTON D.C.THE 2010 FLORIDA BUILDING CODE NOTIFYING RAWING ENGINEER DF ANY DISCREPANCIES BETWEEN DRAWN BY: W.P.
DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD
WITH 2009 SUPPLEMENTS(CHAPTER 16 STRUCTURAL DESIGN CONDITIONS. OPEN BACK SECTIONS DATE: 1/5/15
&CHAPTER 20 ALUMINUM). 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040"
4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE REVISION: DATE:
PRESSURE TREATED LUMBER PROVIDE DIELECTRIC 1 x 3: 1"x 3"x 0.045"
CONTRACTOR.
SEPARATION.
4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED RO 1
5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS
THAN#10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER. 2 x 2 Snap:----------------------------------2"x 2"x 0.045" RO 2
USING#12 SPACING MAY BE 24"ON CENTER. 5.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BY A
6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 2 x 3 Snap:---------------------------------2"x 3"x 0.050" RO 3
SHALL BE IDENTIFIED WITH A DECAL ESSENTIALLY STATING ENGINEERING PRACTICES. 2 x 4 Snap:---------------------------------2"x 4"x 0.045"
"REMOVABLE PANEL SHALL BE REMOVED WHEN WIND RO 4
SPEEDS EXCEED 75 MPH".DECAL SHALL BE PLACED SO IT IS
VISIBLE WHEN PANEL IS INSTALLED. H.MISCELLANEOUS:
SELF MATING (SMB) PROJECT ADDRESS:
D.FASTENERS: 1.ALUMINUM ADDITIONS ARE NOT TO BE INSTALLED ON A 2 x 4 SMS:---------------------- 2"x 4"x 0.044"x 0.100"
1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE-FAB HOME 2 x 5 SMB:---------------------- 2"x 5"x 0.050"x 0.118" DUNCAN & JOY SCOTT
300 18-8,WITH STANDARD FLAT WASHER UNLESS WITHOUT A MANUFACTURER'S HOST BEAM. UNITS BUILT PRIOR 2 x 6 SMB:---------------------- 2"x 6"x 0.050"x 0.120" EMERALD POINTE
MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALL 2 x 7 SMB:---------------------- 2"x 7"x 0.057"x 0.120" 3501 MALACHITE DR.
WITH ACQ PRESSURE TREATED WOOD. SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED
ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072"x 0.224" ZEPHYRHILLS, FL
2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD
FLAT WASHERS AND NUTS. 2. IF ENCLOSURE CONTAINS A SWIMMING POOL OR SPA,THE 2 x 9 SMB:---------------------- 2"x 9"x 0.072"x 0.224"
3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, ENCLOSURE SHALL COMPLY WITH RESIDENTIAL SWIMMING 2 x 10 SMB:------------------- 2"x 10"x 0.092"x 0.374"
TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE CONTRACTOR:
4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4101.17 IN ITS ENTIRETY. OWNER
3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC R310.1
SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL
NOTES