HomeMy WebLinkAbout16-17499 CITY OF ZEPHYRHILLS
5335-8TH STREET
, _ (813)780-0020 1,7499
BUILDING PERMIT
PERMIT INFORMATION � LOCATION INFORMATION
Permit Number: 17499 Address: 39772 MEADOWOOD LP
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: MEADOWOOD ESTATES
Est. Value: Parcel Number: 13-26-21-0140-00000-0040
Improv. Cost: 5,828.29 OWNER INFORMATION
Date Issued: 6/21/2016 Name: JONES, JR RANCE & PAMELA
Total Fees: 97.50 Address: 39772 MEADWOOOD LP
Amount Paid: 97.50 ZEPHYRHILLS, FL 33542
Date Paid: 6/21/2016 Phone: 813-476-1862
Work Desc: INSTALL SHED 12 X 24
CONTRACTOR S APPLICATION FEES
HOMEOWNER BUILDING FEE 97.50
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Ins ections Re uired
FRAME
SHEATHING
FINAL
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 Plans,Specifications Must Accompany Application. All work shall be pertormed in accordance with
City Codes and Ordinances. NO OCCUPANCY BEFORE C.O.
NO OCCUPANCY BEFORE C.O.
��
CONTRA O IGNATURE PERMIT OFFI R
PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION
CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED
PROTECT CARD FROM WEATHER
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City of 7ephyrhills
BUILI�ING PLAN REVIEW COMIViENT'�
Contractor/Homeowner: j��0(�`-c-`� �J��
Date Received: �� (��j6 .
Site: . ���/ Z ���4'�u �
- - Pertnit-T-ype: - - - - - - �/L Q� ���2=7' ��� -- - " - - - -
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Approved w/rio comments:O Approved w/the below comments: Denied w/the below oomments: ❑
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This comment sheet shall be k t 'th the pernut and/or plans.
�`/�'�� .
Kalvin Switz — 1 ' er Date Contractor andlor meo er
. (Required when comments aze present)
�9a��s���l ���o�� a��d E¢������i�r�
S01 North Jackson Ave.Suite 2
Byars Building
Russellville,AL 35653
July 25, 2015
Mr.Jim Richmond
Florida Department of Business and Professional Regulation
Manufactured Building Program !
�
19�0 i�orth Monroe Street
Suite 90A �
Tallahassee,Florida 32399-0772
RE: Plan Approval: Residential Lawn Storage Shed
Manufacturer:Bennett Building Systems
Plan f�umber/iVame:530-0�1 Gable Shed
Dear Mr. Richmond, �,
Pursuant to the requirements of the Florida Department of Business and Professional I
Regulations,the above refer.enced documents have been reviewed for compliance with:
2014 FBC, 5th Edition
These plans corr�ply with Florida Product Approval Rule 61G20-3.006 (FAC).Also included in this
approval and attached to the plans are pre-engineered truss designs P910608, P91180�,
P91�503,and P918603,and, Kingpost,Job#79092.
A signed and sealed set of plans are maintained on file in the Third Party Agency office of
f�ational Design and Inspection.
All mandatory comments have been satis�ied and plans are approved for construction by a
modular building rnanufacturer that is currently appr•oved by the Department of Business and
Professional Regulations.
ALL WORK 8W
If you have any questions or require my assistance in any way, please��f��i����c���N17"H
me.
AI�I�►dAL�L��T�IC�C�E,AND
CI'Tl'pF Z�pF1Y�MIL�@Ii�INAtM�E�
Respectfully submitted
John Farinelli, C60, MCP,SMP49 ��������.t.� �,I�_t�
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Job r,�,ss rti55r� a�y �' Bennetf Building Systems 316 �
79092 • P991808 KIi�GPOST 1 i
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UnNersel Forosl ProducLs Inc.,Orend Replds,MI48526,Peggy Beckett 7.610 e Jan 29 2015 MTek IrWus4ies,Inc,Frl Ju117 0928;26 2D75 p:.ge 1 p�1 {
�o�yrigh��2�95�9ee6v�rsa9 For�sg�rodue�s,@ne_A19�igGeB���serered
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LOADIMG(Psn 5PACING- 2-0-0 CSI. DEFL in (foc) I/detl IJd PLAYES GRIP
TCLL 20.0 Plale Grip pOL 1.25 TC 0.23 Vert(LL) 0.02 1-2 �999 2q0 69T20 244H9�
TCDL 7.0 LumberOOL 1,25 BC O.QD Ved(TL) -0.02 1-2 �99g 180
BCLL 0.0• Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 Na n/a
BCOL 0.0 CodeFBC2014/TP12007 (Maldx) Weigh1:241b F7=0%
LUMBER- BRACIPIG-
TOP CHORD?�c6 SP No.2 TOP CHORD SWctural wood shealhing d'uectiy appGed or 6.0-0 oc puriins.
BOT CHORD Rigid ce(ling direetly applied or 70-0.0 oc bradng. ��
r�ac�rtoras. pws¢e) 1=2fi0/0.3-8 (min.0.7-0),3=26010-3-8 (mtn.a7-eJ
Me�c Hoa Y=622(LC 1),3=622(LC 1)
Me%UpIiR1�234(LC 5),3=234(LC 6)
FORCES. (Ib)-AAaxlmumCompressbrVMaximumTension
TOP CHORD 1-2�69/877,2-3=661l877
PlOTCS- (8)
1)Thls truss has bxen checked for unitorm rootGve�oed only,excepl as noted.
2)Wlnd:ASCE 7-70;VuI1=140mph(3seeand gust)Vasd=10&nph;TCDL=42psf;BCDL=D.Opsf,h=30R;Cal.II;Exp C;End.,GCpt=0.18;MWFRS(envelope)gable end zane and GC Exterior(2)zane;C•C
for members and farces @,yNyFRS forreactlons shown;Lum6er DOL=1.60 plate grip OOL=1.80
3)The bottom�hord dead load shown fs sufiiclent only to cover tha tnus wefght Hself and does not albw for any add'Rional load fo ba added to the bollnm chord,
4)'This huss has baen deslgaed tor a iive load of 20.Opsf an Ihe boUom chord in all areas whare a rectangie 3S0 tall by 2-0-0 wlde vrll fd balw¢en the boHom chord and any other members.
5)Pmvide mechankal connectlon(by othe►s)of truss W bearing ptale capable of arilhslandtng 234 Ib uplifl at Joint 1 and 234 Ib upGft at joinl 3.
6)Prov(da suppoA to reslst a homnnlal face of 627.f1 el folnLs 1 and 3.
7)Bovoled piete or shlm required to provlde fuil bearing surface with W ss choro et Joinl(5)7,3.
r�ea;r.-d;„,Fy�ia�s,urci�ieci c�,c. E-stgned by Kevin Freeman
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The protesslonal engineering seal tndicalea that a Ilcansed professional has rovfawad the desipn under the atenderds referenced wilhin Ihis documeni, 7I20/2015
not neeesserity Ihe curtsnt slete huilding code.Tha englneeting eeel is not an approval lo usa in a spediic slale.The final delertrcnalion on�vhather
e lruss destgn is aocepteblo undnrthe locelly edopted bu0ding code resl svilh Iha bullding oflirlal or deslgnalod appolnlee.
� WARNING -!/�vliy desiayn paPame?�rs and R�D iNO7l�S Unlversal Forest PmducLs,lnc. 2607 EAST BELTLINE RD,NE
Tnuasha4not6aalarmodifiedwAhoutappmvaloflhehussdes3gnengineer. PHONE(616}364.6161FAX(616}365-0060 GRANDRAPIDS,MI49525
ThLs eomponent has ony 6een des(gned fwlhe bads notad on Ihls drawing.ConsWUion a�Wiing forces have nol6een conaidered.The buiker"s responsble ����
(orGfUng meihoda and system desiga BuBder reaponslb@ities era dafined w�der TPH.Th6 dasfgn ta based ony upon paremetera ehoxn,and Is(or , ��-�
anindNklualbu�ldingeomponaMlobe(nsta�edandloadedveqiea A c"�',�'�+��,'
ly. pplfcabiWyofdes6gnparemetersandpmperincoryorallonofcomponentivresponsbi'ryo�bu�AA'mg �j��
designer-nol huss deaignor.BraGng ehown p fnrlalerai auppaA of individual wab membeia anly.Addilbnel lamparary bradng�o ineme ahab7Ay during conalruclion �^����r=1�t,
Lv lhB reaponsib3ly of Ihe eredor.Addilional permananl bradng of lhe overallatruelure b Ihe rasponsfhd�ly u�ihe buMtng destgner.Far ganersl guidance regardfng
/e6ricallon,qualilyconlrol,storege,delivery,ereelian snd hradng,canautt BCS11-O6 hom Ihe Wood Trusa Countsl otAmertcaand Truss Plate InctihAe Recammende6an avatlaEla ���
from IhTCA,6300 Enteiprite I.N,Madiw��yy�53719 J:LsupporMfitek5uppl(emplalealufp.tpe
Job rNSS hussType aty � Benna4t�uildi�g Systems 316
7-9092 � P998603 f41NGPOST 1 9
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Unlversel Fomst P�oducLs Ina,Grand Raplds,MI 4B525,Peggy Beeketl 7.670 o Jen 2B 2075 fl1Rek hedusUles,Inc.FA Ju177 092H-34 2015 Page t o!7
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Plete ORsets X Y :03.0 0-0-1
LOADIWG(psQ SPACING. 2-0�D CSI. DEFL In (loc) I/defl L/d PLATES GRIP
TCIL 20.0 Plele Grip DOL 1.25 TC D.33 Veri(LL) 0.06 2� >999 240 MT20 244H9D
TCOL 7.0 LumbarDOL 1.25 BC 0.00 Vett(TL) -0.05 23 >sss 180
BCLL 0.0' Rep Stress Incr YES WB 0.00 Horz(TL) 0.0o n/a n/a
BC�L 0.0 CodeFBC2014/iP12007 (Matroc) Weight:151b FT=O%
LUMBER- �RACING-
TOP CHORD 2x4 SP No.t TOP CHORD SWctural wood shealhing drecity app6ed or6-0.0 oc ptrtllns. �P]
BOT CHORD R1gW celGng direetly applied or 10-0-0 oc bracing.
REACTIONS. pb/size) 1=26QI0-3-8 (min.0�1-8),3=260/0-3-e(min.61-8)
Mex Ho¢1=635(LC'I),3=635(LC 1)
Mau UpIHi1=23q(LC 5),3=-234(LC 6)
FORCES. (Ib)-PAaximumCompressioNAqaxlmumTenslon
TOP CHORO 1-2--�731B94,2-3=-673JB94
NOTES- (8)
1)This truss has been checked(ar unHorm rooflive load onty,exeept as noted.
2)Wind:ASCE 7-10;VuIr140mph(3-second gusi)Vas�10&nph;TCOl=9.2psf;BCDL=O.Opsi:h=30fl;Cat.II;Exp C;Encl.,GCp1=0.18:fUWFRS(enveiope)gabte end mne and C-C Exterior(2)zane;GC
for members and forces 8 MWFRS(ar reactions shmm;Lumber DOL=1.60 piate grip DOL=1.60
3)The bottom chord dead foad shown Is sWlident onty to cover the Wss weight Itself and does not altow for any additional toad l0 6e edded to the boltom ehord.
4)'Thls W ss has been daslgned for a Iive load of 20.Opsf on ttia bottom chord fn sll areas wrhere e rectangle 3-6-0 lall by 2-0-0 wide will fit behveen the bottom chord and any olher mambars.
5)ProWda mecheoiql eonnecibn(by others)of Wss to 6earing plale eapabie of wiithstendfng 2301b upGR al Joint 1 and 234 Ib upiiRat joint 3.
8)Prmrfde support to resist a hoi'vantal fwce of 635f6 et Joints 1 end 3. E-signed 6y Kevin Ffeeman
7)Beveted plate or shim requtred to provide full beadng surlace wifh Wss chord at Jalnt(s)1,3.
Nj Bas�ai�51850 t.Upd'e:vi coda ��g�gE 9 01��B OQ pB0
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Tho profossfonel onginoortng seal Ind(cates Iha!a Uqnsed prolesslonel hes�evievred Ihe doslgn under Ihe slandards re(erenced wilhfn Ihis documanl, 7/20/2015
nal neees9adly Ihe wrtenl s(afa 6ullding eode.The englneoring seal Is not an approval lo uso In e spedfic slete.The final delermfnallon an�ethar
a lruu deslgn Is aaep►ahle undar Ihe Icrally adopled bUildbe code rasl wilh lhe bullding o�idal or destgneled appolnlea.
�, WARNING -�1�rify a7�5ign pav�ane8�rs a�ad 1���6N�T�S UNversal Forest Producfs,lnc. 2801 EAST BELTLINE RD,fdE
PHONE(616}364�i161 FAX(616}36&0060 GRANO RAPIDS,MI49525
Tniatiehapnotbewlormodified�wlhoutapprovalofthoWsadestgnengineer. �""����
fiLstomponenihasonty6eendasignedforlhabadsnotedanthbdrewing.ConsWcUonondfiNngforceshavena(boancomMered.ThebuOderisresponsble - �
PorGtiingmeNndaandayslemdeaign.8uifdarrosponalbd'AlesaredefinedunderTPI1.ThLsdealgnls6esedonlyuponparamolersahorm,andisfor ��ic �
anindividualhuPAingcompanenitobatnslnAodandkadedveAicaQy.Applkah ofdes n arnmoteraend m ertnro �'"' �
�Y �9 P P P ryo��nofmmponontis�esponsib@ilyofbu�ing -�
deslgnar-not Wea dosty�rer.Bradng ehown Ls far lateral suppart of Indlvlduel vsb membeca onty.Additbnei lemporary braeing to fnaure sb6�rtyduring canntrudbn ��h�-�-� �+�,
L�Ihe reaponaibHily ef lha eteciar.AddiUonal pnrmanenl bracing of Ihe ovete➢aLucWru k�he responaihB3y nf fhe buDding deeignec For general guldance mgerding }„���
febricafion,quelity conUol,atoraga,delivery,erecllon and bradng,coneutl BCS11-0&from iha Waod TYuss Counctl o(Amedp and Ttuss Poate Inatltute Recommandation ava�7able
Gam WfCA,8300 Enlerpri�e W,Madison,WI63719 J:tvuppaMlfitek5uppltemptetestulp.fpe
Job TN55 TtussType Qty Pry �ennett Building Sysfems 316
79092 - P910608 lCIPlGPOST 1 1 �
Jab e n o 1 i
Unlvarsal Fo�esl Producls Inc.,Gmnd Replds,MI q9526,Peggy Beckatt 7.G70 e Jan 292015 MITek 4Mu5IHes,Inc.Frl Ju177 09:28•78 2015 Page 1 017 i
Cap�righQO�095 93niv�a�s�1�'oP��g l�roduc�,inc.�a91��g�s�s�es�rv�d
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LOADING(psQ SPACtPdG- 2-0-0 CSI. DEFL In (Inc) Udell L/d PLATES GRIP
TCLI 20.0 PlateGripOOL 125 TC 0.30 Verf(LL) 0,05 1-2 �999 240 M7gp Zqq��gp
TCDL 7.0 Lumber DOL 1.25 BC 0.00 Vert(TL) -0.05 1-2 >999 180
BCLL 0.0• Rep Stress Incr YES WB 0.00 Horz(TL) 0.00 n/a Na
BCDL 0.0 CodeF8C2014/TP12U07 (MaUix) Weight:271b FT=Ok
Wt�aBER- BRACtPIG
TOP CHORD 2x6 SP No.2 TOP CHORD SWctural wood shealhing directly appUed or 6.0-0 oc purlins. (p]
BOTCHORD Wgid cetdng direcllyapptted or 10-0-0 oe braeing.
REACTIOMS. p6Jslze) 1=3001038(min.0.1-8),3=30010.3-e(min.0.1-8)
Max Ho21=1016(LC 1),3=-7016(LC 1)
Max UpIIft1=268(LC 6),3=268(LC 6)
F0RCE5. pb)-Ma�cimum CompresstoNMazlmum Tension
TOP CHORD 1-2=1047/t345,2�3=1047N345 :
NOTES (8)
1)Th(s Wss has been checked far unifortn roof Ihre bad only,excepl as noted_
2)Wind;ASCE 7-10�VUIhiqOmph(&second gust)Vasd=108mph;TCDL=4.2psf;BCDL=D.Opsh,h=30R;CaL II;Exp C;EncL,GCpi=0.18;MWFRS(envelope)gehie end zone and GC E�derior(2)zone;C•C
for mem6ers and foroes flMWFRS forreaclipr�s shown;Lumbar DOL=1.60 plate gdp ODL=1.6D
3)The bottam chard dead load shown Is suHiclent only ro cover fhe W ss waight ILset�and dces not allow for arry addidonal load lo be added W Ihe 6ot(om chord.
4)°Thls Wss has been designed for a Ilve load of 20.Opsf on the bottom chard In all areas where a teclangie 3-6-0 tall by 2•0-0 wide will fif between Ihe bottom chord and any ofher mambers.
6)Pravide mechanical conneclion(by olhers)of W ss W bearing plate apable of wilhstanding 2681b pplfR at joint�end 288 @ uplifl at Jotnt 3.
fi}ProvMe support to reslst a hotizantal force a(1016N al Jolnts 1 and 3. E-SignBd by KeVin Ff88I11an
7)Beveled piete w shGn required(o provide fuil6earing surface with huss chord at jolnt(s)1,3.
6}Gased�;n P910cG._.Up�iai�d coJa. �
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Tho pro(essional engineering sea!Indiea(as thal a Iloansed professtonal has revlexr�d lhe deslgn undor lhe stenderds rafarortced wilhln llils documenl, 7l2D/2Di5
not necossarily(he curtenl slale building codo.The enginea�ing seel is nal an approvat to use In e speciNc slate.The Onai de�vmtinatlon on whelher
a Iruss desfgn is excylable undet lhe locelly edoptad buiWing code resl wilh Ihe huilding otfiGet ordosignaled appoin(ee.
� WARNING -�/�ri�jr a'asiga�parametevs ana�R�D RlO��S UNversat Fotest Products,Inc. 2801 EASTBELTLINE RD,NE
Trusaehallnot6eculormadifiedwilhoutappiovnlolUreWssdeslgnnngineer. PFIONE(616�64-6181FAX(61S}385A060 GRANDRAPIDS,M149525 i^'t•�-•-"
Thtscomponenihanonlyboandealgnad(orliwbadsnoledonlhisdrawing.ConsWdbnendliflingforceshavenotbeenconsEdered.Thebudderisresponsi6le 7�.�
forlifiingmelhodsa�eynlomdos6gn,Bu�erreeppnsib�liasaredafinudunderTPlt.Thisdeaignls6nsedonyuponparamelo�sshwm.endistor d
1�,��,j�
anlndfviduslhu'�gwmponenitabemelelledandloodedverUra@y.qppllcnb0ityoidealgnparamelorsand ra rtnca ��
p pe rporxtionofwmpanentlaraeponsib�i[yofbu�ding 1 �_.,
desfgner-rrottmssduaigner.Bracfngahawnb(orlatemleuppoAoflndividual�rabmembareonly.Addiltonultemporarybraeryyto�nsu�e9l�y�ty��9��yw�n , �¢�y;.•rog,�
Isthamspoiul6LlyalUreeradar.Addillonal rmanenlhra �,
� pn dngoflhoovarulleWchrtoblherasponslb�ityollhe6u�fngdaeEgnor.Forgene2lguWancoraganiug ��`
fabricalion,qualli ycanlml,abrage,de4very,aredlon ond brar.Fng,wnsult BCSI 7�06 from Ihe Wood Truss Caunc➢o(Ame&a and Tmss Plate InsUlute Recommendation avaia6to
Gom WTCA,8300 Enferprise W,AAed'san,WI53719 J:lsupporM�@ekSuppllampWleaWlp.lpe
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UnNersei Foresl Producls Inc.,Grand Repids,MI49525,Peggy Beckett 7.810 e Jan 28 2015 MiTek Industries,Inc.Fri Jul 1709:49:402015 Pago 1011
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'I Plale Of(sets 2:03-15 0-0�
LOA��NG(psQ SPACI{VG- 2-0-0 CSI. OEFL (n (loc) IldeO Vd PLATES GRIP
TCLL 20.D Plala Grip DOL 1.25 TC 0.66 Verl(LL) 0.12 1-2 >999 7A0 MT2D 244/190
TCDL 7.0 LumbarUOL 1.25 BC 0.00 Verl(TLJ A.10 1-2 �999 180
BCLL 0.0• Rep S�ress Incr YES WB 0.00 Horz(R) 0.00 rJa n/a
BCDL 0.0 CodeF8C2019/fP12007 (MaVix) WelghL•171b FT=O%
LIlfS7�ER- BRACING-
TOPCHORD 2x4SPNo.1 TOPCHORD SWcWraiwoodsheathingdirecUyappGedor2-2-0xpurlins. [PJ
BOT CHORD Rigld celGng d(reclty appqed or 10�60 oc bracing.
r�acrtotvs. pms�) t=3ooroa-a (�n.a�-e�,a=3 0 016-3-8(min.0-1-8)
Mau Hoat=104B(LC 7),3=�OA8(LC 1)
Man UpIiR1=266(LC 5),3=268(LC 6)
FORC@S. (Ib)-AAaximumCompressioNMaxlmumTonslon
TOP CHORD 1-2=1079N387,2-�-1079/1387
PJOTES- (8)
1)Thfs truss has been checked for unKortn root live load only,except as nofed
2)Wind:ASCE 7-10;VuIt=140mph(3-second gust)Vasd=108mph;TCDL=4.2psh,BCDL=O.Opsfi h=30ft;Cat.II;Fxp C;Encl.,GCpi=�.18;MWFRS(enveb{re)gable end aone and GC Ettt¢rtor(2)mne;GC
(or members and fo�ces 6 MWFRS(or reactions shown;Lumber DOL=1.60 plete grip�OL=1.80
3)Tho boNom chord dead loed shovm(s suf(icfent anly to wver Ihe truss v�eighl NseH and does rwt ailow(or any addrttonal load lo be added to the boltom chord.
4�'This Wss has bean destgrted fm a Ilve losd o120.Opsf on Ihe boHom chord In afi areas where a reclangio 3�6-0 tall by 2-0-0 wide will fit behveen the bottnm chord and any athar members.
5�Provlde mechanipl connecUon(by olhars)of Wss to baadng plate capabta of wlptstanding 268 Ib upliR at Jotnt 1 and 2bB Ib upi'�t at jolnt 3. E-stgned by Kevin F�9eman
6)Provide support fa resisl a horizonfel forco of 1048N at jolnLs 1 end 3.
7)Beveted pfata ar shtm required lo provide full baering suAace wilh wss chord at Jolnl(s)1,3, p g 916�p g p0
bl��:ed nn 1=?1 W.501 Upd'atcd cntk O6�oo0�0., ����d�BCQ
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Tho pro/esslonel enginaedng seal Indicates Ihat e Ilcensed pratossional has revieivad Ihe daslgn u�er Iho slandards referenced wilhln�his document, 7/20/2075
nat necessarity Ihe cutr�nl stafo 6ullding code.Tha engineertng seal Is not an epproval lo usa in a spadfic stale.Tiro final detertrvnallon on wheiher
a Wss doslgn is ecoaple6la undar lhe locelly adopled building code rest wilh Ihe building ofliefal or desfgrmled eppo(nlee.
� WA��I�G ���PI�/��SYgPi�BP�►Y8@��/S�POt�R�i4�����$ UnlVersal Forest Ptoducts,Ine. 2801 EASTBELTLINE RD,NE
Trusaehallnotbeeutarmodifieds�hoWe rovafoflhawssde PHONE(616}364-6161FAX{616}385�0060 GRANpRAPIDS,MI49525 ,.--
pp sign englneer. .��y �
This companen!haa onfy6een deaigned forlhe loeds noted on lhis drav,ing.CansWdlon end fi(ling forces have nut haen cons�ered.'fhe budder6 fesperos�le � ;
torlfiingmelhodsundsyalamdeslgn.BUEderreapons(60'iUeseredefinedunderTPll.Thiudeolgnisbasedonyuponparametemahoxm,andlstor �j� �
anfndividuelbu'�dfngmmponanita6efnslededandbadodverUn�y.ApplimbHiiyofdeslgnpnramele�aandproparincoryoraUonofeampananl6rasponsPod�7yofbudding �`� j
dost ner-noltrusade nar.BraGn ahmmbfarlatorelsu fn'�"E�J�4
g a(g g ppoAoftndivklualwabmemboreonty.AddNnnellemporarybradngloinsumelabaRyduringconsWclbn �
b Ne respans@lily nf Ne ercdor.AddAional pertnanenl hredng of Ihe overa7ls W dure b Iho reaponamM�ty of Iho bu�ng deeignec For genrtral gu�lanee regard'u�g ���i
/obricetion,quafityconhal,etorago,dativery,erec66n nn4 6racing,consullBCSi 1-0b trom Ihe Wood T�uss Cound of Amarica erd Truss Plele Instituta Recommendation ava0abte
fmm WTCA,6300 Enterpnve LN,A9edisan,W I 63719 J:lsuppoRlMlehSupp{tempWteslufp.tpe
e��aeo-aozo City of Zephyrhills Permit Application Fax 813-780-0021
Buitding Department
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Date Recelved . ,,,_�`��4 . `'-Rhane-Cocitactzfor PermtEtin�°`;'.� , � ' _� �
Owner's Name - • . ��r}P� pwner.Phone Nnmber �tP ! ��1111�"'' �'�, .
Owner'a Address . 1' �� � (� �wrner•Phone-Number "O�'�J—���,oq;,`���
Fee Slmple Tltleholder Name�� ' ` - ' OwnerPhone Numbe� O�� '- .�`,��J.'..j���! I �
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Fee Slmple Tltlehplder/�ddresa : °�'� � _ � �
JOB ADDRESS cJ""1 ��o� l.11� LOT# ��
suaoiv�sioN . LY Y tP�C`�,�.�.�.�Dc]�� PARCEL'ID# �—��-I"�I�O^6 D G�CY�-=U�i+�U �
. � • , '(OBTAINED'FROMPROpERTYTAX'NOTICEj �
WORK PROPt}SELi ', NEW EpNSTR �� �� ADD/A�`f � S1GN "�] `Q. " DEMQLiSH •
� ,. �Y ' INSTALL 8 ��� ":REPAIR'�`- �
PROPOS�D�USE= � � SFR ` Q " 'GOMM' � O'CHEF2;, " . . .. �
TYPEOFC4NSTRUCTION; , '[� ' BtOCK�' ��Q� FRAME '� STE,EL. ;Q: �
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DESCRIPTIQN OF IIYORK ` � -Q. . 1 / p� � ' c�c�
BUtLDING SIZE '!� Stt.FOOTAGE��. . . � ;,HEIGHT •.�:�•-
,. 8llllDtNG $ .�:�;�,w�._ _.�='=-,��- ---. , _
� �:����r�; VALUATIOiV�4�TClTAL GCMh1STRCICYION' , ,, ,
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Q � � AMP 3ERVICE Q PRt3GRESS ENEI2Gl' [� � W.R.E.C..
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EI.ECTRICAL ._ ..�-
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ONiECHPiNIGAI , $ . VAI.UAT'ION�OF MECHANICA�.INSTAL�ATlC}N . ��°� -' �
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QGAS . ,[� F20QFlNG_;,Q SFECIARTY--�� OTHER � �""�✓
FINISHED FLOOR ELEVATICINS ��� FLOOD ZONE AREA �]YE3. NO .; � j t I
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Btltt�DER a , � (�, COMP7lNY i ��G���t�L.r _ .
SIGNATUR� � �� REGISTERED Y/ N ' FEE CURREA' ,^1 Y l.N _;; , � ;
�lddreas � �. � . Llcense# �,`.—.._�
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EIECTRlCIAN:r= ,� �„ _�' GOMPANY . .
SIGNATURE � REOISTERED Y/ N FEE CURREA �:Y'%N. .
�ddress � . _ , � f , . ..'.License`#=.;� e � �
PliIMBER � . • , COMPANY= : ` :� � - .
SIGNATURE ' � ,. _ �RECiIS.T,EREp°� . >d� .�Y/�N• - , :F.EE.CURREP:''.r 'Y/N:
�►ddre88 'r, ' . . . .. ..LICenS9#��' . �
MEGliANIGAt:` ` - .. , . :GQMPANY, � . : ' . ,. , - , .
SIGN�ITURE � ` ' .'' , . � . ,.,` .. ' ,ReGI;�Te�D. , 4.YJ4`N.•- .�:F�CUR�n . :Y/-N�<. �
Address''* . . � ' ._ , •-_. . - ` ` _ . .:LIC9nse# �. �'
dTHER • ' � . .. .- - _ . _ . - .GOIMiA,P.ANY . ., , ` , ,�� �...�. � .. ,
SIGWATURE ,,. -� . ` " " • . ` � __ _ . 'REGI57EREo. . =,Y/ N_. - rFEE�URF3E�' Y�/,N°- , , „
/iddresa N +,.. .;:.;�-:;W�:,.-. _ - h . ,�.� � . _ _ , � • Llcense#��`' . �
;,r -,,4` - :,r.: �-i `�&>;'+7:...2+-_,<::2i.�j,�.'i::;' +.5-"�;`-1ni.5,. ,-.a;.�_�';%: - >{'::°; . • .... . _. ,
�RESIDEN'i7At;�<:. ../�ttach;(2):;.P,„lot�P:,lans,.(2);sets-of;Bi�tltli'n�Plans�°;(1j:set'of�Energy�Forms,?R-0=1N Permit.fcr new;;oon�truc�on; .
�Mlnimum+ten:�10 w.o in� �:d :afte�w8�timii�raate:�!Requited onsite;;�onstriicNon�Plans;-Sto'imwateF;Plans-w%Sflt F�n�e installed, .
. �.._ n �:�..0(r.)k_ �k .9,,�ys� , . . , � .. . ,. .. , ..
.�Saottaiy�Fac�ltdes;&�;txdu Rster,$ItekWarte�Pemt�t;(or:sutiilivlsions7large"pibjects',-,:a`�.��;' .`': ~ _ :`�
Ct?MMERCiAt ' Altach(9jteomplete se af'Bu"1Ciling�Pians pius a 1:Ife�Safety Page;(1 j sat of Energy Fotms.`R-0 W Permit#ar new construction.�
Minimum ten(10).working days after submlttal date. Required ansite,:Construcdon Plans,Stormwater Plans w/Sllt Fence installed;
Sanitary�acllitles.8�l.dumpster..Site.,Work-Permit7foe ail��ew{prqjaots:Aii commerdaGr�ec�ulrements�must_�eet.compilance � , .
31GA1 PEftMiT Attacii(2)"s"etis�of`�is"g�ji�ered:.P_.tat�s�' �`'z�''��:`::�r i:`. - - :y-_ - °, ' .tl �-*•` -> ' t_ ......
•«"»PROPERT.Y._SURVEY_reguir+sci�fo��all�NEW cans.fhictid�..., = ��� ;;' �
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D.irections: .s:,::r; , � ,. - �._ . .. _ _. .
Fill out appflcatlon completely.
tlwner 8 Cantrectar slgn.badt of apptica�on,no#ar)zad
If over 5�500,a;Notice.af.Commencemant is requlred. (NC,uperades over S750q).. 4� . ... -
.,;�a�4�,��'•�_.;�h. �•r .
" Agent(for tfie cpntractor)°oi:Power of Attortiey'(fo�the:owrier)wautd be-someoc►e with notadzed letter from owner-authadztng same. , ti '
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'D,VER 7HE CQUNTQR.PERMiTTINt3�===""-{�rori6;of�ApPlioatian:Only) � - ,�, �� • , , - �
Reroofs If shingles Sewerss Service Upgrades, ,NG � Fences(Plot/Suniey/Footage) �.�-. -- =-» - � - , .
_�.. ,..-- - . _. . - �;�- - , � - , ;� . . ' � '`- , . . . _
privewaya-Not over Counter if on public roadways::n'eeds ROW ' , � • ^' •• �• •-- ��•• : . ,. . , _
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QE�DEED:RESTRiCT10NS: ,The unQerslgt�ed�under�tart,d��t1��YFt�i{�,p�rml�;may,.4be.sub,�ect;to,"deed";TD�iY;It�i�O.f1N�,'�tY-:J"r•.^`
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,�,; f � .�'.t t��+�i�. 't 3•t,r.r t v > ^:,. 4"h.c'",::
�hlch may;tieni�iorexrestfictwe��t�a��ounqi ireg�ilatforig The`�indei`'s1gned'�e�s'ume�resprin�i�tlUy tor�c�rmpit'arice with arry
! pplicabte�deed;resMs:ttorts. ° <�=�..t:..�;,,,;;;�-, ; ' - ' - - __ - �- ', .., .,; . . .
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NL'ICENSED�ryC:ONTRfiC'�ORS�:.AND�'�CONTRACTOR�RI��POIi1Sl�il:ltt�5:�=�1f.-�he-cwriee�;,#ias4fiite�clsr��'+i;i�eittfac#ar.or
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a�ntractors�to undertake work;_the ma :.:be�r�;q�ire��ito;�.e�licei�sed;in�.aacordance.wlth�tait+a�:and;localr,r,egulallons:;f°:If=tF�ie�� �s
v y � , _ . ;Y....�.�� .,v.:....�_.:.
, antractar:ts�_�iot-liceirsed=as�.reqult��by law;.bo�'i�tfae owner.����eontr�cto'r.`�ma���be�c3ted foir��misil��neenor violatlon
� nder state law. IF the�owner or Intertdiadr;contr,adMr?;ere,,,uncertaln,as:to-what�Jlcenefng.requl�eKnents;mayG�appl�r:�far'tlie����•���2�,�°�+�'�
tended work;�tfiey�are advlseii�to''contact-the':!?asco:.�ounty Bul�ding�lnspe'ctloii,=�tvlslori�-�-�L.icertsing Section�t 72?�847- ,
7�09. �urtiiemiore��~tf'Hie��owner�has``titred`a'�conhactoi^�ot�contiactors,°`�ie'`is'sdvEsed to�`hsvek�#Eie +con#ractor(s),.stgn r .. ._
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'7�hI'y ' F�'4.ar:.1:. tn...� :y.�,J,.
�rtlons af the"contractor Qlock°.of.=.ttils,applMcatton_�toc.whichstheyn;wi.11,::be;.respo�asl6le.._,�,If,you;•yas=:�ihe',owiier^atgn:'as tFie�" `� :;
! �r►tractor,#I�at��mai�i��e=�it iridtcatlon-ttiat-{he�is not"properly�licensed4arii3.ls riot=eiifitled`�o permltiEng pr�ulleges�M Pasco, �'
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RANSPQRTdT10N ilMPACTN'flL1'�'I�S:�(fY11R�lC'��A�a�I�ESQUI:tCE R�COVERY��EE8:=TI���an�ersl�ried�utr�derstands ;'•
` atTransportatlon Impact Fe�s:and.Reco.utee Recovery.Fees re�`ay�app�yz#a#he conatructton.,of;new._b,uildings;{changetofi°�=`:`-';���`" :`
, :e in exi�t(ng buildings;<;�rr�expa�isi�ir:of���ci,'s`ti�is;tii�iiltlings;�as�"spec�ied:In Pasea�Cuunty Ordinance number 89-07 and `
' �-07. as amended.,T�.„,,T;F��_�undecsigned also�ur:iders#ands, #li��°suc�h fees;;as�may��e;=d�e„,�ui1F..:�e Iden�ifted at the�time�of�`�_.:,�.,,." ;,� �
� �rmitting. It Is turth�r understaoid that Transportatlan.Impac��Fees an.d=;ResoUr�ce.Ftecovsry�'Fees.�,musf be paid prlor to '�
� cewtng,a�"c��Gate•-of:occupancy"�orf�na��.power;,release.4•:1��the:pro��#.�daes;no��l�votve=a-cert�cate.of occupancy or���.�;�".�_' • ,
ial power rele�se�_the�fees;mu�t��tie.`pald`.prior;to pe�mit Iss�ance. :Fw�tkierrria�e;<�i�:Pasc�s,Ccuntyi'1Nater/S.ewer:-;impact:�� ° -._•» �` ,
�es are due,they:must�bs;palci.ptlor to-;permit-lssuance-ln�.accordance�wit�r appllcatite-Pasco'-Gounty�oitiiinances.
DNSTRUCTtGN`LIEN`LAYI�(Ctii�ipter 713,Flartda'Statutes,a�am�mled): i�valuetion of wark is$2�500:OO�or�mor8;�i.�- : ,�.�j
�rtify that.:I�,,,the�_:applicant,._k�ave-�.b.een�.�;providetl:�with=�a=copy�,of=�the�:�-"•Fiorida•-Const%t�ctlon��Lien�.:Law. Hameowner's
.. y�..
�otecttan Guide"prep�red by�tt�e�F�oi�da`Deji�rfiner�f af Agrlcult�re and Cona�m�sr�:Affalrs: !fi the appllcant Is sottieon� , , _
I her than the"owner", 1 certKy._,;th�t:l.;have..obfz�,lne���'�coPY;of the�above.�.�descfl�ietl���l�►cu�ent°and';proml,se�;in�;gQod�;faith�to- � ,
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�3livar It#o:ths��"awner"<p�ior}to�comitinencemerit:' , � . , ._ ... . . . . ,
�DNTRI4�CTOR'SI�WNER'S A��tD`AViT:. 1.cert�Eyrw#kf�t ati:the�,informatior�,i��thia applicatlan is eccurat�i�and that afl work •
,ill'be dane in compllance wlth all•applioable'laws regulaHng constructlan. zoning and4land devefopment. Appltcation Is
�reby made to. obtatn:,a:pecmit,�to�.,do.,iw�;�end::��lftatatlatlort z�s Indtcated:�:; :1:°car:tify�ft�et no woile�sor instatlatEon Ftas'
�immenced'�pflor b'Issuance of a pemiif and�that:aA�work will be performed�to meet-standgnds:of�.ail laws regulating- �
;mstruction, County and Glty aodes, xoning_�egulati+�ns, and iand devetopmer�t°r:egutattons�`in the-=�uclsdtction:•r �I��a1'so ;
�rklfy that i ucrderstand that-the regulatbns.of other government agencles may�appty�_to.:.the,lntended::work, and that it is ,
'y respons#bllily to identlfj+•avhat.�ctions�I�mttst�teke:to be.sin:.cotrlplla�ce.y Such:.agencles�lncl�ds�but�are:nct Ilmited.to.,
tl! �t
- �epartrrie'nt of Environmentat'='Pfcte`ct#�in`�press��8a�'heaii�;�Vt/eN�arid-Aseas and Environmentaliy 8ensitive �
Lands,WateNVllasEew�ter Treatinent. - �� :
- Southwest Ftorlda' Water Managsinen��..l�fstrtc#-Vitelts; ,.Cypress.$�.Bay��a�s�;-� 1Netla�d Areas, Attering� ,„ ��
� lNatercourses. . . ' ' ' �
- Army Corps�of Englneers=Seawalls,�.Docks,Navlgatile Waterways, a ,
Department of;Heatth::8,Ret�abilitafE�te.,ServiceslEnvitonmentai:::Hieaftf� :Unit-Wetts;::VVaste.vitatet�Trea#rrient, ' .
- .� . .
'Septic Tank"s:. �` � - , . - � .
- US Environmental Pmtecf�on Agsr�cy-Asbestos�batement. ,
` .Federal Aviatlon:•Author(ty:=ftut�uvaays: - - •:.� - �
nderstand tt�at.the<foilow�ng;rest�ictlans�appiy tio=the use of fll1;• ;
- Use of ffll Is not aliowed in F1ood,:Zone"iJ"untess expressly.permttted. ,
- If-�the flll';mate�i�l=_'is�':to 2be��usetl:=,ln��flootl�.Zone. 'A", It Is understood�that a drainage�plan addresstng a '
"cornpe�sating vblume"wiil be submltted a##tme-of,permttting wt�tch is prepared by a professlanal engtneei� � ii
��Ii�ensed�6y,tlie���ate�of%�lorlda:� � �: ,.�. . .
- !fi.th�.�ll.:triat�ial":t�=-ta,:�e�-used�tn �laod��one 'A° Ins connection�wlth:�'��rmi#ted b�lt�lrig usln�g stem walE �
� , aqns#rvcttan, I,,certlfy,.th.atiiil,:�rJll:l�e;t�sed oniy.to.fill the�,aee.a.,wit�in:the stem:wall. - ',
� - , :!f'flll�inakeclal��ls���lo�='tie�•use�`�in��eny•are�a,�`l���certifyr thet .use. of�such:`flll w!!! not�adverse{y affect adjacent
' �properties..!f�use�af ftlE.,is fot�nd�ta adversefyr...,�t`tect�aajBEe�#��prctperties�.the owner mey be cifed for yiaraiing �
the'coFldltlbns of the bdflaing;permlt issued::under the�at�actied_:p�rmit,�ppUcatlon, far��lots less�.#han:one (1) :; i
acre wMch are elevated�by��i�,:��r engEneered dr�inagei ptai�l§reqiilred, �
�am the AGENT.FOR:TN��.O.IMNER;I�iromise;irt,good faith to�lnform the ownet:of^the;petmitting conditlons.set forfh In ��;r ,.
s aNidevlt`prlor"to-caminer�c(ng:consffucfton. "1'�unileistand that a�.sep�arate permlt may be reqatred for elect�icsl work,, �`�, :
�inbing, signs� weNs,.,po.ots,.air...c�nd(tiontng,..gas..,or�;otlier_insfa'��`�tions�no�•specilicaipr included-in.the appiication. .A' .. ;; ,
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rmit issued��hall'be�:conshued�to�be�a`'Itcense�.to:pmceed with`tN�;virork and not�.:as�authoNty_.to;ylolate��_cancel� aite�, o� .
�;aslde�ny provlsEons�if�ti�s'#ectiriti�l:�c�de�;�nor shaD Issuance�ot'a.pe�ml#.prevenf tti�8ulldlrig O#�1c1a1 from therea#ter ��•;
�ul�ing�correction_af errors�in�;plans;`canshu�tlon.or vlolatlons�of any°codes:--�ve.ry.:��ermit�issued�shall bec�me�invalid � ;
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I�ss the work�authartzed�:tiy�sucti�peinnit:��ls-cofiimenGed�w#thfn.,st�c�Rnonths=of°permlt Issaance, or if work suthorize�E by F'
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,�,permit is suspended�ar.eba�doned-f.or,;:a�,�er,tod;Kof;six��8):montti��.:aiteGthe tirne�the�work�is commenced. Ari extension ,;
iy be requested� tn writing;.::f�om°''tlie�Buiilding4Official>for a pe�lo�Ynot�to..ex+�ed�ninety{90)_days�a�id wlll:demonstrate �-'� !
#I�iable cause far.�tlie exfeiislon: (fwork.ceas.�s.for nlnefy.{9D)cons.ecutive:day�,_the��cb:ls�consldeted abac�doned. � - .;,;
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tRNtNG TQ=ClWNEi�s'=Y+DUR':��AlLURE'T�l;;R�EC'QttQYA:A10�TtG�<CtF:-CCiMME�lECMENT.MAY�RESf11:T 1N-�Yt?UR - ��:; ;
1PING TWICE;FOR..MMPRQVEMEM,�'�:�T�J;.YQUF�:P#;�'OPEI�TY:.;1�>YOUr1iV�D:"TQ��iB�'�AINjFINi1��1�1NCs;'CONSULT '-� ; ,
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NERORAOENTx . CONTRAGTO"� \ ' '
s b d nd (or efl� ed 'b e Siii�scc;rlb 'and' {ot'afRnnad}�b' thS�� ,
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�I are ersonally kr�own to•me or�ha ave produced Who�l' are��s na Iy:Js�own;to me�oc hasthaWe;prodiiced, � -
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