Loading...
HomeMy WebLinkAbout16-17368 \ / CITY OF ZEPHYRHILLS �" 5335-8TH STREET (813)780-0020 17368 �r� BUILDING PERMIT ,/' r PERMIT INFORMATION ' LOCATION INFORMATION /` Permit Number: 17368 ' Address: 5449 12TH ST � Permit Type: ADDITION/ALTERATION ZEPHYRHILLS, FL. '� Class of Work: 434-ADD/ALT RESIDENTIAL Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS � Est. Value: Parcel Number: 11-26-21-0010-13800-0080 Improv. Cost: 7,000.00 OWNER INFORMATION � Date Issued: 5/19/2016 Name: POTWIN ANTHONY& CHARLENE DALE Total Fees: 225.00 Address: 5549 12TH ST Amount Paid: 225.00 ZEPHYRHILLS, FL 33542 Date Paid: 5/19/2016 Phone: (813)862-7305 Work Desc: RM ADDITION 451 SQ FT CONTRACTOR S APPLICATION FEES HOMEOWNER BUILDING FEE 105.00 HOMEOWNER ELECTRICAL FEE 60.00 HOMEOWNER MECHANICAL FEE 60.00 \ � � � � � � �J � � Ins ections Re uired FOOTER 2ND ROUGH PLUMB MIS INSULATION 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: (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 properly. If you intend to obtain financing,consult with your lender or an attorney before recording your notice of commencement." Complete Plans,Specifications Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. ' NO OCCUPANCY BEFORE C.O. .' � � CONTRA�- OR SIGNATURE PERMIT OFFI R PERMIT EXPIRES IIV 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER t • � _ _ i i������»��u�i����i<<��i����������i iii���i�li�i�ii�i��i��� � z��������8 • ' Rept:1770186 ,�TgO� 00.�� " D5: 0.00 Glerk 0811112026 K. D. K. , DPtY PRULR 5 0'NEIE,Ph D PflSCO GLERK & CdMPTROL�Et� NOTICE OF GOMMENCEMENT 05 ORi BK 1�����m P� �'!ZZ _ Permit No. �C'J�aP�Y IdenSficatiaa No.1/'—2 fv—?f— U O/G�—j.3�t�o —n o S p THE LINDERSICiTJED haeby give infnrms yau thaz the improvemeat wTll�a madc to ee�in reel pmperty,end im aecordeace with Section 723.13 of Wa F2orlda 3tshstes.the fatlowiag informatlon is provided ia this Pi(YTIC$pR LqMMgNCEMEiYT. 1.Descri on of e � 7° � �rtr c�ara�rc►tprron.� s c"? /r Tca . � � so-"-~ 15",q v,�� z �£�� $�$�1'Of.,'�/��CS9' r 2.Qeneral descri�oa ofimpmYeme�s: d?1 �t r S ,7 .. r 3,Owncr Tafotmation 1 ^ a}Name sad adetcess�j���r2.r//} 5`��� 1 2�� S i ��t s 1 �S b)Namc elnd address of fee stmp e tttleholder('�f othei ti�aa awner) , o)Intenest u►'PiapertY � b 4.Contcactbr In€atmeSoa � � a}xameaa�addcess: ..—� � �•1�� ���„' 33 5'1l� h)Tolephone No.: Fex No.(Opt) 5.Siaery InfotmeHon a}Name ead'adde�css• • - b)Amowat of Hond: c)Telephona No: ' F.ax No.(Opt) 6,Lender a}Nams and address: phone No. 7.Identtty of pusoti wishia the State of Florida dealgmted by owner upan whom aatises or ather daauments may be sesved: a)Namt aud addznas- b)Telephpne No.: F�t No.(Opt) 8.1n addikion to himsel�ownor designates t&e followiug�reraon w r�ecbiw a qppy bf tha I.ienar's tdotice es�pmvidal in Section 713.I3(2)(b},Florida Sm6�tes: e}Name and address: ' b)TelcphaneNo.: t• " � ' .FaxNo.(Opt) 9.Fa�iration data of Natiec of�omateneemerit(the exgization date is aao yesz from the date of recasding tmiess a diffetmt @aUe is speci$acl}: WARlYtNtG TO C►tY1�R ANY 1'AYMEIVT'S htADL BY'FHE O�yN�RAF'TEIt 2�E E7L'PIRATION OR T$E NQTFCE 8B COMMENCEM$1VY'AR�CONSYD$RED A4I�ROPER PAYbiE1VT'S iJ1YDER CHA�TER 713,PART I,SECTION 913.13, PtiORIDA STAT[TTES;A:ND CAN RESULT IN YOLTR PA7lIIVG TWYCE FOR I1kiPROV�l1�NT5 TO.X4UR�ROPERTY. A NIQTiCB QF COhIl43P.NCEMElYTM�IST BE RECORD$D+�NID POSTED Otd 1'HE JOB S1T�SEFt}�tS THE FIRST IlYSPEC"xIOTV.II?YOU iNTEND'I'O OBTAIN FINAN'CING,CUNSUI.T YOT7It LENDER OR ATT A'ITCIRIVEY BEFORE CONlMp;NCIIVG WORK 4R RECORDING YOUR IVCITICE OF CON[MENCEMENI: 's SFATE OH FLOftIDA /� COl7I�flY OF PASCO yQli/� r/� c@ �t��' / • SlgnenueofOwper�a'tAut6orladOdar/Ilire�OdPutrtQ/Maoega tip�+���IC�y���.����� �''ry ( ma�rr� ?ho fR is oing iost�uqqeqt was aclmowledged hefae me this,�day of_�f�� . .2Q�,by . Y�1li���t�{I h''tt'i n as {type of wthariry,ag.afl5car,tinstea.+utomcy ia fact)for � (neme of perty on bchalf of hom inshvment was PecsonalIy Knawa___,_OR Praduced Ideoti5cation �r Notaxy Sigaaiim {iU'-t'�tt�Q. ��. Type of Ideatificatian Produced ��'•�R P'��S(,i[erSR- Nazna(pzmt) � �C V 2.[,'n t c�U E�.S � � . VerificaHod pwsvent to Section 92.SZS,F7orida Stawtes.Uader.panefbies of perjiay,I declare thai I l�ave read the forcgomg end that fhe facts stated in it aze true ta dse best of my lmowtedgt 8nd betie£ � ' '_ , signmuaofNna:atYrnvasigningAbovn FOlWSMOC,rHdlOQt • _� . _ � � -. ;:�;y:,;�Y::�;; JACQ ELlNE ; � *: Coinmisston#BOGES , ::%fp�;�= a�p�ires december 122 018 . . - ThruTroyFenlnsuru�cagp0•385.70(9 F .v�"t,rd3�,"1e��r..�iPy ti_ 1 .-�iei B � �`� ��`A`���F FL�RID� C�U�!'�Y C��F�f�SCO '""�t�. �� `�' THIS IS TO CERTIFY THAT THE FOf��G01NG IS A ��� y 1'RUE ANG CORRECT GOPY OF THE DOCU�iENT � '`� ON FILE OR OF PUBLIC REC ` � '�"'��� ORD IN THIS OFFICE �; � � ��. — ,�,���. . WITNES Y HAND AND FF CIAL SEAL THIS �`� ,����� e ' �AY OF � �' � P ULA S. 'NEIL, CLE 2 �l' • � ' - _ MPTROLLER � � �'�• BY � '' ° � " _ TY CLERK �TA'�0� DISCLOSt7R$ STAT�NT FOR OWNER CITY OF ZEPHYRFIILLS BIIILDING DEPARTMENT I. have read aad fully uaderstaad aad agree to the provisions of this instrumeat. The undersigaed states aad affirms that he or she is desirous of constructiag, reaovatiag, addiag to or reroofing his or her own domicile, that he or she actually occupies, or will occupy by said domicile, and same is not for rent, lease or sale. That he or ahe shall comply with the followiag coaditions: 1. That the owaer and he or she alone shall act as the builder for all phases of coastructioa. 2. That the owner will comply with all provisioas of the City of Zephyrhills ordinances and codes pertinent to the buildiag. 3. That in the eveat various phases of coastructioa are subcoatracted, he will engage oaly properly liceased subcoatractors and will persoaally supervise such work. 4. That ia the eveat the Suildiag Iaspector shall require correctioas to be made, the owaer will assume full respoasibility to iasure they' are made, aad upon completioa will call for a reiaspection before proceediag with the buildiag. 5. That the owaer ahall assume full responsibility for the constructioa aad will not expect supervisioa of his work from the City of Zephyrhills Buildiag Department. 6. That prior to fiaal inspectioa any additional fees, includiag reiaspection fees, must be paid in full. A written request from this office shall constitute an official notice to pay� additional fees. 7. That the owaer shall comply with all City, State aad Federal laws ia regard to social security, workman's compensation, lien laws, etc. , where applicable. 8. That the owaer shall comply with all the safety codes issued by the Florida Industrial Commission. . 9. State law requirea construction to be doae by licensed contractors. You have applied for a permit uader an exemption to that law. The exemption allows you, as the owaer of your property, to act as your own coatractor with certaia restrictions even though you do not have a licease. You must provide direct onsite supervision of the constructioa yourself. You may build or improve a one-family or two-family residence or a farm outbuilding. You may also build or improve a commercial buildiag, provided your costs do aot exceed $75,000. The buildiag or residence must be for your own use or occupaacy. _ It may not be built or subetaatially;,improved for sale or lease. If you sell or lease a building you have built ;or substantially improved yourself withia 1 year after the coastructioa is complete, the law will presume that you built or subataatially improved if for sale or lease, which is a violation of this exemptioa. You may not hire aa ualiceased persoa to act as. your coatractor or to supervise people workiag on your building. It is your responsibility to make sure that people employed by you have licenses required by state law aad by couaty or municipal" licensiag ordinances. You may aot delegate the responsibility for supervisiag work to a licenaed contractor who is not liceased to perform the work beiag doae. Any person workiag on your building who ia not licensed must work under your direct supervision aad must be employed by you,� which meaas that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for, that employee, all as prescribed by law. Your constructioa must comply with all applicable laws, ordiaaaces, buildiag codes, and zoaiag regulatioas. , OWNER�S SIGNATURE� � �_ DATE �f-�=�/ �20�� ADDR85S Z�.�g. GJ-s' PHONE �/,�=�'� �i �'� '3� .- ' � WITNESS � � PSRMIT # � , :��-:. a��.7eaoo�o City af Zephyrhills Permit Application Fa�c-813-780-0Q21 • Bullding Departrnent Date Ftecelved � ; .�. • ._. ._ - -- _... _..- __ _ _._ , ,... . �1'� 2�/ Ahone Goeitact'-for:Peni�lttln . Owner's Name_�G . � � . , u..� � l - . - � -"`Owner"'Phone Number����c� '"��� "' a r--/� _._„ J Ownar's-Address • /Z�� �t_' � OwnerPhone Number---��-�—��0 2- ,�-�Q� Fee Slmple Tltleholder Name � � Owner Fhone Num6er (" -� ' � ;,,7; ... ,. ._. �.._ _._ ... �---- ' • _. � � ' . '. ' i _ .. ._,._� _.-.... ..,,.,. _, ... .. _...__...,. .. ...� Fe�Siir�pfe Titteholderi4dtlreas ` " . �ae�o�aess ,,,. ��r,.�.� �t . 2.�� , �j r� i�G-~S `� � _ ._ . �_ --�.or#__el�.�J SUBQIV1SlON ' ' ��. , �' PARCEL ID# - , . � • - , _. - - ' -- .,-- . . . . . , , .. -. ��' ,. ,..� . , :'(OBTIUNED-FRCMPROPEIYTYTAX'NOTiCE)., ': _, WORK.PRORtiSED , •..NEWCONStR � _:.:..,�:ADDlALT `� .SiGN'� �{��` .� ,, � �, . DEMOI:iSH - 4 � . ' e lNSTALI. � �+ R�PAlR _ PROPOSED:USE, . . . -��] SFR " =[� �CQMM' [,,,�'� `�OTtiEEt. � _ . _ TYPE OF CON37RUC710N ; � Q` ;BLOCK �' ,:�'�,` ;FRAME :,C�,., . .$TEEI.� :Q;;:,>: ,_ .,....:w�;.;; . � ' � - � - ` '._.. .. .� . - .. .., . . -, DE3CRIP110N OF WORK - '��+� � l, � /"1/ �� .� . �"-; � - ,. BUttD1NG�SIZE ��� � �1. i SQ.FQOTAGE �{ 1 ;HEIGH'G '; Y . _ �w^3�� - � �� ��$l'11i.D1iVG '��;:;• _-� ,.�:;.,.- ; , , . . ,. �:�����.� VALUATIdN'�!F T`OT'AC`COf!1§'TFtl7CTI0N_ ���,�„� : , . � .. , ,,. , . _ , —�ELECTRICAL $ AMP�SERVIGE Q, PRt)GRESS ENERGY [� W.R:E:C. , �� . . . • ., QPLUMBlNt3 `, ($' � � . � - ` ��_ �MECHANICA! $ VALUATION OF MECFIPsNEGAL IPIS7AliATlOiV ��,.��� ���� _ F P N ` �c�s �,. �ooFi�vG.,-p. s��c�a�.�r,r 0 o�r+�a , FINISH�D FLOOR ELEVATiUNS ;.��'} FI.00D ZONE AREA �YE$ NO � .. . , ,, ���� BUII.DER -----. ��COMPANY 31GNATURE �G'3��Z�-� ./r�e� REGIStEf2ED Y/ N . GURF2Et� „ ..Y:I.N..•,. ., Address . License# l � � � ' Ei.ECi'RiClAFi � GOMPANY` . SlCiNATURE � � RE6lSTERED Y 1 N cu�n Y!id : Address ' - � . °.Ltcense# ! � . � PUlMBER - �� Cf3MPANY° .' � .. . SIGNA'1'URE :, .R��ts't�REo - . � :,;Y-IA,N �:. � �E cuR�n Y 1 N: Addre�s , _IJcense#`�� , �' MECHANlCA4: � •- �---.� - - ���: " G , ..t-_-_..x4 :, � .� , ' ,. . ,, GtOMPAFIY � SIG�NATURE � .—. , �..-_,_ �. ��%��' , _ttEGlsTE�Eo -.c-X:(id . GURREE • Y!�}": : , , Addreas� � � . `i , " Uceose#�-� - � !�. �� . � � - . . - , .. . , . , QTHER „ . � , .COMPANiC _ _ 's�� SIGNATURE' � .' • � Y �t�Gts'rE�o ' Y/�N`:.. ' ,�E:Gu�t+~ ��.Y,.t:N�.:; . _. � �� Addresa� . . . ;�,rfr��.�^ ` . ,, �Licerise�#I` �. RESlQEN1"IE1L"°���'•�''A - .,;,:2 f: ,�;�;a . r, :,.: -�....r i .:._,,Tt•:.r .,,�.• �,•.�,u.:.�' ,�. : 7Wr.'., , .. _ � . . .. ttac.�;.(2};PIoi;P#ans;x �sets:of� t't `�:� ,, ���' �s i~� ,. (.)` Bqfdrig''i'1ans.('I)�sef'ofErieigy,Fiirms:R=O=W:P'erm'itfcrnew,�aoris,truction � z...� �= .. „._., �... -- - • ,-;;�Minlmum�tenq(1t});yir,otking;days_atters�ibriitHal,date=Requlisd onsiLe;�CoiisWc@amPlan's;`;Siormwatei�Plans wt,.Sllt Fsnce lnsta#led, Sariltary FacitltlE►s&,iitdUlppSteYr Site+Wo,r`icNP,�r,miE'for,suticlliilslaris/large�projects.; ',:'.:�".�"','"'..,�.`: ` . '. ..`.� - ,�, � COMMERClAl. Attectt{3pcorriptete:sets�of S�itifing�Plaris plits�a L`ife 5afety F!age;{9)set.of`Energy,Forms:'R-O-W Petmitfor neW�construction: Mintmum ten(10)v"roiktng days after submlttal date. Required onstte,Construc8on Plans,Stormwater Plans wi Slit Fsnce lnstaHed, Sanita.ry Fac�tltles&1 dumpster.Site.Work Permit�,forall'newiproj`ecfs:�All commerclal;requinements must.meetcompllance SIGN PERMlT Attaich{2}'set"s of'Engl�,iee%+e��Ptans:sF,^�'r��, ... __ � ' . - , � - , •»•PRQPERTY StlRVEY,teguired far,all NEW.constructiQ,�... . - �........_.�....�...>. _ _. �.- - � V��iliai��$: _• , , - - `.�'cti'.:..�: ' . . ' _.r ` � ` ..:t ' . , . _< F({I,out applicaSon completefy. Owner:8 Contracto�slgn back of.applica8an,noharized if aver S�S00,a Nottce;of,,Comrn�enr•ement ts requlred. .(AICFupgrades.over�7500) , _ - . , .�.s�:.�,.crs,:•��. " Agent(far tlie ecntractor)Q7:Power of;Attorriey(foT tfie�owrier)woutd be someone with nota�ized letter from owner autho�izing same 'D.V.ER i'HE'COUNTER�,PERMITTING.��--•;(Front�ofiApplication Qnly) • � � Reroafs3F shingies . Sewers. Servtce Upgrades�,piTC'.: --Fenoes{PlotlSunreylFaatage} _ __ .. , ..._. , - , •. ,,.. . Drtvewapa-Not over CouMer if on publlc roadways..needs`RQW NOTICE OF DEED itESTRiCTIONS: The undecsigned untletgtands:;#ti�t;t�;ils;.p�rmit;may.be•subJect^to"deed",restrlcttons° whichmay�6e?more'ffresti,(ctiVe��th��r�Gour�ty�reg�lat(ons.''TFie�un'derslgn''e"d=�e�sumes'responsibility�=forYcompiiancewith"any � appiicable deed:restrictlons: � . . . • UNLICENSED.�QNTRACTORS�:AND�CONTRACTOR RESPONSIBI�ITIES�: =1f�tiie •owner=has=-hired��a contractor or contractors.to.undertake w.ork, they:may�b.,e;:.r;e�quired�to�,b.e:llcensed-In:.accordance.with�state.and�IoEal reg„ylations.�•If the contracto�l9;,not:llcensed•as�requlred'`tiy-law; tiotN the owner.and=confracto��may��be�cited-�for���misdemeanor vtolation under�state law. .,If.the.�.owner or Intendeci�,c�r�tra�tor,a�ez�uncertaln as to what Iicenaing;requlrements:;mays:apply:>for.the tntended work, they are advis�d to contact'the';�asco.County Bullding'In�pectton:Dliiision-Ltcens,Ing�Section at 727-847- 8009. Furthermore,•tf'tFie'owner�has hl"red''a'corihacto�or�contract�rs, he�ls advised to have�the contractor(s), sign portfons of the "confractor Block° of°.this applicatiori tor_which they will".be.r.esponsible. If..y.ou,�..as...the owne�'�sign as the �� �co�tractor, that�rriay be-an indication=that�fie ts not:properiy Ucensed and�is not`enqtfed;to pem�iifting p�Ivileges dn Pasco County. � , TRANSPORTA7I,ON�IMPACTIUTILIT�'IES��IMPAC7`ANb�RESO�JItCE RECOVERY'FEES:-�The undersigned�understands , that TransporCation,lmpact Fees�and.Reco.urse�Recove".ry.Fees m�y_�appi.y::.to:t(ie construct[on.of.new bulldtngs,.;chan�e•of ° use in existing:tiulidings;�:a�:�.expansion��:of��exis.ti��builifings;(as_'specl8ed'.ln`..Pascq;.County Ordinance number 89-07 and � 90=07; as amended.,,�,,The undersigned;also,�understands, thait:•suoh fees;:;as:::may�`�e.�.due;:,w,III;;�e,idenUfied.at.theatime�:of � permitttng:� It Is_�furifier�understcod that Tra►ispoctatlon.Impact Fees an.d`�Resoucce`Recovery:�Fees_must be pald prior to � receEvtng a�"certiflcate-of��ocxupancy"�or flna4-powercelease: :I��.the proj�ck,.does:no�involve;a:.certfficate of..occupancy-ar � final power°celease;,the:,fees<mu�t,;be�paid-pr:to�to'permit.lssuance. -.F��th.ertnor:e;��ff-:Pasco;County�lNater/Sewer��lmpact ; fees�are�due,tFiey:musl.be:paid.pMor to.permit�•lasyance-�n,accordance with�:�appllcable�Pasco'County�orciinancas. { CONSTRUCTION`L'IEN'lA1fV"(Ctiapter 773,Flor�da Statufe��aa emended): if valuation_of..wark is.$2�500.00�or more; I i` certify that I,.the�,.applicant,::have-b.een•�provided with. a�copy� of the��"Flortda•�Constructton� Lien.:Law--Homeowner's � Protection Guide" prepared by the Flo�de Department�of Agricult�re and Consr�mer�Aifairs.� If=the applicant is someor�e ; other than th��'owner";.I certffy;;tfi�t.l.h�ve,opt�tned>.a copy;of the:abQ�re.riescrlaetl��ocurt�ent-,and:p.r.o�Ise�:in,gQod�faith to ,��- de8ver it to�the;'owne��prior:to�cornmencement� � , _ ' ; ��` �:� - . CONTRACTOR'S/OWNER'S AFFIDAVIT: I.certify.;#kiat all'�ttie='Inf�cmetlon=l�i;thla.appilcation is accurate,�nd that all work , will'be done in�compliance with all:applicable'laws regulating construction� zontng-and4land:_development. Application is , hereby made;to obtain .a.permlt,to :do,�;wa�;:,and installation as indtcated:��--:) certffy that no work:�or-Installatton has commenced p�lo��to issuance of�a perm1t and"that:all work will be pertormed�to meef._standards of�:all laws regulating- constcucpon, County and Cily codes� z.oning regulatlQns�.and land development r.egulattons�in the�Jurisd(ctton: I .also certify that I u�derstand that the,regulations of othec government agehcies may��apply�to the-:intended:work; and that it is my responstbllity-.to�identify•what:acBons I must�take:to bedn:.cc�rrlpliar�ce.:.Such�agericles i�clude but-are.not Ilmited to.: ,., . . ._ ,, , �... .. - Department of_.E�lvironmental,�PiotecBon=Cypre'ss:°=B�yhead�; Wetland:Areas and Envlronmentaliy Sensitive . Lands,WatedVVastewater Treatment. . - Southwest Florida Water Management ..I�istr'Ict=Wells;��Cypress.T�Bay�ieads�� Wetland Areas, Altering Watercourses. - . - - Army Corps of Engineers-Seawalls;�Dacks, Mavigatile Wateruvays. - Department_of Heaith�.& Rehabllltativ.e�Seniicas/.Ernriconmentai::Healtk� Unit:Weil.s, Waste.water�Treatment, Septtc`Tanks: �� . - US.Environmental ProtecBon Agency-Asbestos�abetem��E. - Fedecal Avletlon Authority.-Runways. - _ „ I.understand that.the_f.ollowing.�restrtricdons�epply_to�the t�se offlll:• - Use of flll is not allowed in Flood:Zpne"V"unless expressly permitted.,_ .,,. - ._ If the�flll�'.materlal a.ts to.be used;:�ln•flood Zone. "A",`�It'is understoad that a'drainage plan addressing a -�- . "compensating�volume"will.be submitted at�ime of penr�iftlr:�g wtiich ts prepered by a professtonal engineer �Ilcensed by:-#he�,State�of:Florlda:. ' ' . ;� , ,. . .. - If th� flll mate�lai�'t's-to be used�In Flood-Zbne 'A":in�;connection�with.a`��e�mitted building using stem wall - . constructton� Icertify.thatfUl�;w111.b.eused.only.to.iillthearea:within�the:stem�wall. - if flll mate�ial 'is°to=be�used=�in :any area, I��cenifyr t#�et .use, of.-sucFi'flll�wiil�rlot adversely affect adjacent � properties. if use�.of fill,is�found:to adversely..�ifect�adJaEer�t��propertle��..the owner may be cited for vioCating• the corrd�ions of the'tii�ild(ng,:permit issued=under the�at�cfie�d permtt-appUcatlo��.for•lots less�ihan.one (1) � .:• acre which are�elevaCed�tiy,:flll;,��rengineer�d dralnage plan�ls required.. `•'�. ' • If I am the:AGENT..FOR_THE-OVYNER;I�romise In good falth to=lnform.the�owner;of;.the.perrinitting�condttlons set forth In this affidav(t`p�lor to commei�oing construction: 'f u�derstand thet-aaseparate permit may be requlred for electrical work, plumbing, signs; wells�,_pools;�,-alr:,conditloning;�,gas,.;ar othec,:ins_ta�Ca"�ons:m�oE�:specJitcally included=in:the�application. �A permit 1ssued shall:;benconstn�ed.to be�a'Iicense�;ta,proceed wlth the,work and not��as�.autho�ity.t.o.�violate;�-cancel, alter, or set aside-eny�provisions of�the'.tecfintcal.`codes;�nor shall Issuence�of a:permlt.prevent:the-Bulidirig Offlcial from thereafter requicing:a:coccecUon::nf;srrors::in�plans�;;consfructlon o�•violatlons:of-anycodes:..E�ery:piermit,-l.ssued�shall�b�ecome invaltd unlesathe'work_autFio�tzeii.by such p�rrplt�is-coFnmenced•withln sfx,months;of permlt Issuance� or tf.work.authorized by the p�rmit..is suspQnded;oc..ebandoned�for,.a.:�ertod;of-six-�8)'�montfis�:aReP the..tirne�the�wo�k>is commence�l. An extenston may:be requested;�;in;wciting;,frflm'ihe�°Building:=0fficlal°�for a pe�lo��not:to�exc�eed•`ninety�(90)��days��a�d•wUf demonstrate , justifiable=cause for'the exfenslon. If work.ceases.for nineqi`(90)consecutive:daxs...th,�)ob�ls�considered��abandoned. ...--- _. .w . ._..: = ,� - - - .. . , ,. e<}•.. - ,�=-,,;.F,., .�.._},.;�--_.. -n,: ,_. .._ �-:..; . -:��-�::=:.v.�. z,�,...,.:�.�_,.:.. ..�-., . WARNING"TO:'OWNER:' 'YOUR�`FAIL(JRE'�Tt1:;R�GORQ�A;;.I�OTIGE�;OF�;COMMENEEMEI�tTT°:NtAYrRESULT•IN�YOUR :PAYING,'I�WICE:FOR�;IMPR0IFEMEN�S,TOYQURPROPER�TY IF�YO.U�I��E�ID4�T��:C�B�T�►1NwFINAN€1NG;='CONSULT _, _WITH YOUR`LEND�R:OR-�AN��TTORNEY��FA'RE��t-ECOR�IWf:��1TOUa'NDTI��;'.,,�CdMAli1(�NC�EN(ENT: _ _ _ . _ � ��o�i�A'�u��;�F:s:-,�.��,:oar.�. . : _ _ - , . „ .. � .. ._.� . ._._...... .. ... - � �. � -=; ~ _ � � .. -..-.. - .- / - � ._ . � . ` , .. �:..:-:_::..��.,.P,_._._ ... ..)�� � � :' '.: - _ . ( -... �,�.� re:me�, _iG� �OWNER�.OR'AOEN_,.. CON'F'RACTOR:�'�/ ��./ � Subscrlbed and ' o�ora ed he ro me�fhls ���- - Subecxibed;and'.�n� or.atflrmesl �p � � i�-clo by, � o . -�,, ,.r _ �.-s i�=�f�:.,::by,. :,,; �,�,-�s-h.a=i�3�,..- -���.� � v1 : 1Nho re e►son _, linown:to.me;or; aalheve.prodyaed , Wh. sle _aetsonal, ��own;to:me=orhasRiepe�prodiiced. • �� �2il�i�' tsc:s�'� as IdentlAcatl4n: -- �� ��1�r1,�rS�a c-e`�is� . aa-ldendflcatlon. �--- Notery Publtc . •• ''a � Notary Publlc - Commiss n '��s �e��: �ACQUELIN OGES " ' - "�"',. = �- �mrt�is I JNo. '� '•'� Commissio FF�ES _ • " ,., - ;� �a: Expires Decem�b�j 2,2018 . . , ,,Pa�°�P�` Donded Thm Tr cem er 12,2018 , , � . . _. ,i.Pd iF;°,.••``, B � - '�:- c9.foin�insmerroe A Name of:No ,; ' �y �Neme of Notary tyrped;printed or etamp I Q, 0 �i ���" _- i , � _ ��-Y�K n.� _ - -:� :�.., :.,;�w _ �� City of Zephyrhills ', BUILDING PLAN REVIEW COMMENTS I Contractor/Homeowner: `G� /������ Date Received: �'���� Site: � 2 C/� `S� . o � Permit Type: S( � � ��)l�Vl �' (�r �<iYl ��) Approved w/no comments:❑ Approved w/the below comments: ' Denied w/the below comments: ❑ ;; . � � f 0� � ), ,l�l , d �} - � �� �e �'5���� l�`� � � �� �ov� �o� ��� ��P J This comment sheet sh 11 be kept with the pernut and/or plans. � �� 1�1� (� xaminer Date Contractor and/or Homeowner Kalvm S rtz — s E (Required when comments are present) FORMS " FLORIDA BUILDING CODE,ENERGY CONSERVATION FORM 402-2010 Resldential Building Thermal Envelope Approach ALL CLIMATE ZONES Seope:Compliance with Section 402 of the florida 8uilding Code,EnergyConse�vation,shall be demonstrated by the use of Form 402 for single-and multiple-family residences ot three stories or less in height,additions to existing residential buildings,renovafions to existing residential buildings,new heating,cooling and water heating systems in existing buildings,as applicable.To comply,a building must.meet or exceed all of the energy efticiency requirements on Table 402A and all applicable mandatory requirements summarized in Table 4028 of this form.If a bmiding does not comply with this method or Alternate Form 402,it may still comply under Seclion 405 of the Florida Building Code,Energy Conservation. PROJECTNAME: POtwln Res��ense BUILDER: (,� ,�� AND ADDRESS: ,5'��{q �a+ti' �St PERMITTING r,� �e h fhi IIS FI.335�I OFFICE: -� p� Ze Yil��5 OWNER: �� � �� W y` PERMIT NO.: g JURISDICTION NO.: (,� General Instructlons: 1.New construction which incorporates any ol the foliowing features cannot comply using this'method:glass areas in excess ol 20 pe�ent ol conditioned iloor area,electric resistance heat and air handlers located in attics. Additlons<_600 sq.ft.,renovations and eguipment changeouts may comply hy lhis method wlth ezceptians gfven. 2.Fill in all the applicable spaces oi the"To Be Installed"column on Table 402A with the information requested.All"To Be Installed"values must be equal to or more efficient than the required levels. - 3.Complete page 1 based on the"To Be Installed"column information. � 4.Read the requirements ol Table 402B and check each box to indicate your intent to comply with all appiicable items. 5.Read,sign and date the"Prepared By"certitication statement at the bottom of page 1 The owner or owners agent must also sign and tlate the form. Please Print CK 1. New construction,addition,or existing building 1 '� 2. Single-family detached or multiple-family attached 2 S('�.� �� 3. If muitiple-family-No.of units covered by this submission 3 - 4. Is th[s a worst case?(yes/no) 4. �� I 5. Conditioned t�oor area(sq.ft.) 5 !�.�� [�] 6. Glass type and area: a.U-factor 6a. •�� b.SHGC _ 6b. � � a Glass area 6c. sq.ft. 7. Percentage of glass to floor area 7, [O, / 8. Floor type,area or perimeter,and insulation: a.Slab-on-grade(R-value) Ba.R- Iln.ft. b.Wood,raised(R-value) 8b.R= I 3 sq.tt c.Wood,common(R-value) 8c.R= sq.ft. d.Concrete,raised(R-value) - Bd.R= sq,ft. e.Concrete,comn�on(R-value) , Be.R= sq.ft. 9: Wall type,area and insulation: a.Exterior: l. Masonry(Insula[ion R-vulue) 9a-1. R e sq.ft. 2. Wood frame(Insula[ion R-value) 9a-2. R=1_� .S�(�sq,ft. ' b.Adjacent L Masonry(Insulation R-value) 9b-1. R= sq.ft. 2. Woodframe(IitsulationR-value) 9b-2. R=� �(F� sq.ft. 10. Ceiling type,area and insulation: a.Under attic(Insulation R-value) 10a.R= sq.ft. b.Single assembly(Insqlation R-value) 10b.R= .3� s sq.ft. 11. Air distribution system:Duct insulation,location,Qn a.Duc[location,insultuion 11 a. R= b.AHU location 17 b. c.Qn,Test report a[tached(<0.03;yes/no) 11 c.Test report attached? Yes No 12. Cooling system: _ , a.Type ` 12a.Type: 3��I fbn V�tni•Sp�l� b.Efficiency 12b.SEER/EER: �3 13. Heating system: 13a.Type: a.Type 13b.HSPF/COP/AFUE: 7•-1 b.Efficiency 14. HVAC sizing calculation:attached 1a. Yes � 15. Hot water system: ,!� a.Type 15a.Type: ��/ - b.Efficiency 15b.EF: I hereby ceAify lhat the plans and specifications covered 6y th:calculation are in compliance with the Florida Review o1 plans and specificalions covered by ihis caiculation i tate ompliance with the Florida Energy Code. Energy Code.Before constmction is complet , i9 b ing ill bej cted for compliance in i ��iZ'�'� �!D`(� accnrdance wilh Section 553.908,F.S. PREPARED BY�` DATE: / CODE OFfICfAL. I hereby certify thal thl uilding is in co yaneev�h'theflorNa Eoergy Code: �.��C,�r� OWNER AGENT� �i�7 /�i d" 1 DATE: DATE: � � . C.4 2010 FLORIDA BUILDING C E-ENERGY CONSERVATION 1 - FORMS ' TABLE402A I BUIL�ING COMPONENT PERFORMANCE CRITERIA' INSTALLED VAW E5: �I U aclor<0.65 U-Faclor= '� Windows(see Note 2): HGC=0.30 /otCFA<=20% SHGC= � Sk li hls U-Factor<0.75 %ol CFA= Door;:[xierior door U-Facfor U-Factor<0.65 �• U-Faclor= Floors: Slab-on-grade No requirement iR-Value= Over uncondilioned s aces see Note 3 R-13 1 Walls—Ext.and Adj.(see Nole 3): �� Frame R-13 R-Value= Mass (see Note 3) Interior ol walL � " R-7.8 R•Value= Exterior of wall: R-6 R alue= Ceilings(see Notes 3&4) Fi=30 R- alue= Test report Reflectance 0.25 R tleclance= Allached7 Yes/No , Air distribution syslem(see Note 4) Ductwork&al�handling unit: Lo ation: Unconditioned space Nol allowed Test repoA Condilioned space Attached7 Duct R-value R-value 2 6 Yes/No R alue= Air leakage�n Qn 5 0.03 Q _ Air conditionin s slems see Nole 5 SEER=13.0 S ER= Heating system Heat pump(see Note 5) Cooling: SEER=13.0 S ER= Heating: HSPF=7.7 SPF= Gas furnace AFUE 78% FUE_ Ojl furnace AFUE 78% AFUE_ Electric resislance:Not allowed(see Nole 5) Waler heeling system(storage type) Eleclric(sea Nole 6): �0 gal:EF=0.92 Gallons= ' S�'�•al:EF=0.90 EF= Gas fired(see Note 7): 40 g�I:EF=0.59 Gallons= Olher(describe): 50 gal:EF=0.58 � EF= (1)Each component present in the As Proposed home must meet or exceed e of the applicable perf ance criteria in orderto compiy with this code using this method; otherwise Section 405 compliance must be used. (2)Windows and doors qualifying as glazed fenestration areas must comply with both the maximum U-Factorand the maximum SHGC(solarHeat Gain Coefficient)criteria and have a maximum total window area equal to or less than 20%of the conditioned floor area(CFA);othenvise Section 405 must be used for compliance. Exception: Additions of 600 square feet(56 mZ)or less may have a maximum glass to CFA of 50 percent. (3)R-values are for insulation material only as applied in accordance with manufacturers'installation instructions.For mass walls,the"interior of wall"requirement must be met except if at least 50%o(the R-6 insulation required for the"exterior of wall"is installed exterior of,or integral lo,the wall. - (4)Ducts 8 AHU installed substantially leak free per Section 403.2.2.1 Test by Class 1 BERS raler required. Exception:Ducts installed onlo an existing air distribution system as part of an addition or renovation;duct must be R-6 installed per Sec.503.2.7.2. (5)For all conventional units wilh capacities greater than 30,000 Blu/hr For othe�lypes o(equipment,see Tables 503.2.3(1-8). Exception:The prohibition on eleclric resistance heat does not apply to additions,renovations and new heating systems installed in existing buildings. (6)For other eleclric storage volumes,minimum EF=0.97-(0.00132 x volume). (7)For olher natural gas storage volumes,minimum EF=0.67-(0.0019 x volumej. , TABLE 402B MAN�ATORY REOUIREMENTS � COMPONENTS SECTION REOUIREMENTS CHECK To be caulked,gasketed,weatherslripped or olherwise sealed.Recessed Iighfing IGrated as meeling ASTM E I Air leakage ,402.4 283.Windows and doors=0.30 cfmisq.tt.Testing or visual inspeclion required.Fireplaces:gasketed doors 8 outdoorcombustionair. � Ceilings/knee walls 4052.1 R-19 space permitting. Programmable lhermoslat 403.1 1 Where(orced-air furnace Is primary system,programmable thermostat is required. Air distribution system 4032 Ducts in attics or on rools insulated to R-8;other ducls R-6.Ducts tesled to Q,=0.03 by a Class 1 BERS raler. Heat Irap required lor veAical pipe risers.Comply with efficlencies in Table 403.4.3.2.Provide switch or clearly Waler heaters 403.4 marked circuit breaker(electric)or shWott (gas).Circulating system pipes insulaled lo=R-2+accessible manual OFF switch. i Spas and heated pools musl have vapor-retardant Govers or a liquld cover or olher means proven to reduce heat Swimming pool 8 spas 403.9 � lass except If 70%of heat(rom sile-recovered energy.Off/timer switch required.Gas heaters minimum thermal " efficien =78% 82%afler 4/16/13.Heat um ool heaters minimum COP=4.0. Sizing calculation per(ortned&attached.Minimum efficiencies per Tables 5032.3.Equipment efficiency verification Coolingfieating equipment 403.6 required.Special occasion cooling or heating capaciry requlres separate system or variable capacity system. Eleclric heal>10kW must be divided into iwo or more s1a es. Lighling equipment 404.1 ' At leasl 50%of pertnanently installed lighting fixtures shall be high-eKcacy lamps. 2010 FLORI�A BUILDING CODE—ENERGY CONSERVATION C.5 " - I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE,WF ASCE 7-10&FBC 5TH #12x314"TEKS EDITION[2014)BtSIDENTIAL„4 EXISTING e4 Mr4r @24"O.C.(2)ROWS STAGGERED °� TOP AND BOTTOM AS SHOWN ©� <: ATTACHED TO J TOP&BOTTOM INTO ROOF #12x"TEKS @24"D.C.2 ROWS STAGGERED, 4"X12"x1/8"ALUMINUM ` - §✓ W/#12X3/4",12"O.C. - II TOP&BOTTOM AS SHOWN GUSSET PLATE,BOTH SIDES, FLASSHH"TOAING TO ROOOFF - E \S,�• "aa #10L TTO - Z FASTEN W/#12x3/4"TEK SCREW, � � ,., -_ _- � " � ' � ^� PANEL@12"O.C. LL.I (6)PER FLANGE . ��-" #12 X 4"SMS 12" � J"X4"X12"ALUM.PLATE CONNECTED TO 1-1 4"NEOPRENE _ _ o =_ DOUBLE BEAM&POST. / - - - - - - I ------r"_— FASTEN PLATE TO POST&DOUBLE BEAM W/(3) > € ( WASHER @ 8"O.C.PER _ - _-_-_- _ O PANEL _-_- - -..- - - - - - __ �"CORR.RESISTANT THROUGH-BOLTS INTO C) {"y1/ V� - - - - - - - - - - POST MIN.AND[3) "MIN.BOLTS INTO THE DBL. _ PI(04' SQqIO LHN„GI,AIEt rtSEAL 3TT11[VfPIISTTE-_-_. - - - - - - _____ BEAM N Urr; Lv k RCLOF-P,AIItEL' - _ ------- ---- ___=_ -_ 4x4x.125 OPTION#2 ENGINEER OF RECORD - -_ OPTION#1 KING P ST DOUBLE BEAM David W. Smith P.E. DOUBLE BEAM CONNECTION/FASTENING CONNECTION/FASTENING TO 4X4X.125"POST FLORIDA LICENSE NUMBER:53608 TO4X4X.125"POST SCALE:NTS SCALE:NTS Thomas L. Hanson P.E. DBL.2X10 SMB RIDGE BEAM FLORIDA LICENSE NUMBER:38654 SEE DETAIL TO THE RIGHT FASTEN REC. CHANNEL HEADER TO WALL FRAMING W/4"X2" LAG SCREWS @ 16" O.C., 2 PER STUD. STRIP SEALANT BETWN. FASCIA & REC. CHANNEL EXISTING HOME ROOF 4X4X.12S"ALUMINUM POST Mark Ronald Dunn, Jr. P.E. FASTEN ROOF PANEL TO HEADER FLORIDA LICENSE NUMBER:73968 CHANNEL W/#10XJ" WASHER/SEAL HD SCREWS 8" O.C. @ BOTTOM Joel Falardeau P.E. ROOF, POST & DBL. BEAM CONNECTION DETAIL (2) 2X10 ALUM. RIDGE BEAM ° FLORIDA LICENSE NUMBER:70667 FASTEN DBL. 2X10 SMB TO ° ALUM. POST PER BEAM DETAIL FBC Plans &-Engineering _WALL FRAMING BEYOND-_____ Services, Inc. ---------------------------- ------------------- -- ---- 6272 Abbott Station Drive Unit 101 Zephyrhills,8.33542 EXISTING 2X4 WALL STUDS & SHEATHING 4"X4"X.125" ALUM. POST FOR BEAM Phone:(813)788-5314 BEARING Fax:1-(866)-824-7894 _ FASTEN DBL. ALUM. RIDGE BEAMS email:erb@fbcplans.com W/#12XJ" TEKS @ 24" D.C. 2 ROWS Website:www.fbcplans.com STAGGERED AND TOP AND BOTTOM AS REMOVE EXISTING SIDING TO APPLY C.O.A.-#29054 DBL. 2X10 ALUM. SMB _ SHOWN DRYWALL RIDGE BEAM - EXIST. HOME DRAWN BY: W.P. FASTEN BEAM W/(4) J" THRU-BOLTS, SIMPSON SP2, STUD PLATE TIE, TYP WASHERS & NUTS DATE: 5/05/16 / 11111 REVISION: DATE: BALLOON FRAMED WALL (2X4 11 GA. INTERNAL ALUM. BASE PREDRILL RO 1 STUDS CONT. TO TOP PLATE @ 16" O.C. 1111111 11111 VERT. FLANGES (2) 2X WD. STUDS UNDER ALUM. BEAM w//" PLWD. BETWEEN (2) 3/8" THRU BOLTS RO 2 1111111 U RO 3 (4) " LAG SCREWS FOR IN L B E RO 4 SIMPSON DSP PLATE TIES OR EQUIV. EXISTING FLOOR FRAMING FASTEN PER MANUF. SPECS \ PROJECT ADDRESS: ____ __ L PT 2X PERIMETER JOIST ANTHONY POTWIN 5449 12TH ST. FLOOR JOIST R-19 MIN INSULATION 04 ZEPHYRHILLS, FL 33542 UNDER FLOOR SIMPSON SP1, STUD PLATE TIE, TYP CONTRACTOR: EX. CONC. SLAB OWNER DOUBLE RIDGE BEAM DETAIL FOR WOOD WALL FRAMING ROOF PANEL TO ALUM. 4TH WALL BEAM CONNECTION DETAILS WOOD ROOM ADDITION ---- I HEREBY CERTIFY THAT I HAVE REVIEWED ill HEADERS SPAN JACK THIS PLAN AND FOUND IT TO BE IN ® BEARING WALL SIZE 'W' STUDS COMPLIANCE WITH ASCE 7-10&FBC 5TH EDITION(2014)RESIDENTIAL&EXISTING SUPPORTING (2) 2"x4" 4'-4" 1 COMP. PANEL ROOF 2 2x6 6'-4" 1 (2) 2"x8" 8'-0" 1 ccocc (2) 2"x10" 9'-6" 2 d —EXISTING-GABLE ROOF (2) 2"x12" tt'-6" 2 " DBL. HEADERS W/3" PLWD. SPACER, GLUED & ----- T--1 I NAILED W/16d NAILS ® 24" O.C. (2 ROWS 12" WIDE TPO REINFORCED STAGGERED) I I I I MEMBRANE FLASHING STRIP PRODUCT APPROVAL CODE CHART "` � = ) STRUCTURAL COMPONENTS RUBBER MEMBRANE ROOFING OVER SIMPSON SP1/SP2 FL10456j 3" POLYISO. FOAM INSULATION = R17.4 SIMPSON Hi OA FL1 1478 PIitlFE S1 NQL ENGINEER SEAL .=s ----a-- SIMPSON DSP FL10456 _ 3" COMPOSITE PANEL ROOF = R-4 SIMPSON SPH FL10456 ENGINEER OF RECORD PER INCH SIMPSON ABU/ABW FL10849 David W. Smith P.E. I SIMPSON LSTA/MSTA FL10852 SIMPSON CS16 FL10852 FLORIDA LICENSE NUMBER:53608 3" COMP. PANELS TO TOP FASTEN PLATE W/#12X44" SMS W/NEOPRENE WALL PANELS (PLYWOOD) NAILING NOTE: WASHERS @ 8" O.C. PER PANEL NAIL 8d NAILS 6" O.C. ® EDGES & 12" O.C. Thomas L. Hanson P.E. IN FIELD. ROWS OF NAILS SHALL BE 4" MIN. FLORIDA LICENSE NUMBER:38654 " INTERIOR DRYWALL FROM PANEL EDGES. PLYWOOD SHEATHING I I SHALL OVERLAP BOTH TOP & BOTTOM PLATES. I I ALL FASTENERS NAILED PER MFG.'S Mark Ronald Dunn, jr. P.E. I I SPECIFICATIONS.NOTE: VINYL SIDING MUST BE INSTALLED OVER FLORIDA LICENSE NUMBER:73968 (2)2X10 ALUM. RIDGE BEAM A MINIMUM 7/16" WOOD STRUCTURAL PANEL --- SHEATHING (PLYWOOD OR OSB) WITH AN RUBBER ROOFING & INSULATION DETAILS --- -- APPROVED WEATHER RESISTIVE BARRIER Joel Falardeau P.E. PLACED UNDER THE SIDING. � T------ FLORIDA LICENSE NUMBER:70667 FASTEN 3" COMP. PANELS TO TOP PLATE W/#12X44" SMS W/NEOPRENE MEAN CEILING HEIGHT SHALL BE 7'-0" WASHERS ® 8" O.C. PER PANEL I FBC Plans &Engineering - 2X4 BLOCKING FOR PANEL SPLICE - -T-- --- Services, Inc. WHERE WALL HT. EXCEEDS PANEL LENGTH 6272 Abbott Station Drive Unit 101 Zephyrhills,fl.33542 DBL 2"X4" TOP PLATE (ONLY NON—TREATED • 2X4 CRIPPLES 16" O.C. Phone:(813)788-5314 WOOD IN CONTACT W/ALUM. ROOF OR PROVIDE Fax:l-(866)-824-7894 IMPERVIOUS MOISTURE BARRIER) email:erb@fbcplans.com • DBL 2X HDR. W/1/2" CDX Website:www.fbcplans.com PER TABLE DBL. 2X HEADER W/J" PLYWD. SPACER OVER C.O.A.-#29054 WINDOWS/DOORS. SEE HEADER TABLE SIMPSON LSTA STRAPS OR EQUIV. DRAWN BY: W.P. INSTALL WINDOWS PER MANUF. HEADER/JACK CONNECTIONS INSTALLATION INSTRUCTIONS DATE: 5/05/16 SIMPSON LSTA OR EQUIV. AT THIS LOCATION REVISION: DATE: " CDX OR " OSB & VAPOR BARRIER. SHEATHING SHALL OVERLAP BOTTOM AND TOP R01 PLATES, SEE NAILING NOTE RO 2 2X4 JACK, SEE TABLE VINYL SIDING ATTACH JACK TO CONT. STUD R03 W/16d NAILS @ 24" O.C. 2"X4" WOOD STUDS ® 16" O.C. SIMPSON STUD PLATE TIES OR RO 4 W/R-13 MIN INSULATION EQUIV. ARE REQUIRED AT ALL PRS. TRTD. 2X4 WOOD PLATE, FASTEN TO STUDS INSTALL WINDOWS/DOORS IN JOISTS W/2 STAGGRD. ROWS OF 16d PROJECT ADDRESS: OPENING PER MANUF. NAILS @ 12" O.C. INSTALLATION INSTRUCTIONS ANTHONY POTWIN Z449Y FASTEN CONT. STUD TO FLOOR FRAMING W/ 3/4 PT PLYWOOD 5449 ,HST.FL 33542 SIMPSON LSTA OR 20 GA.X 1" STRAP WD. FLOOR,FRAMING & R-13 MIN INSULATION CONTRACTOR: PIERS, SEE ENGINEERING I UNDER FLOOR FLOOR JOIST = EXISTING SLAB OWNER DOOR/WINDOW FRAMING WALL SECTION/DETAILS WOOD.ROOM ADDITION I HEREBY CERTIFY THAT I HAVE REVIEWED PRODUCT APPROVAL CODE CHART THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 5TH JOIST SPAN (W) GIRDER SPAN (s) STRUCTURAL COMPONENTS EDITION(2014)RESIDENTIAL&EXISTING SIMPSON ABA OR ABU POST BASES - ft.10849.6 PT 2x6 9' MAX (2) PT 2X6 8' MAX SIMPSON AC, LPC OR LCE POST CAPS - FASTEN FLOOR JOISTS TO SIMPSON HS CUP - FL10456 z< 9 PERIMETER W/SIMPSON LUS PT 2x8 1 2' MAX (2) PT 2X8 10' MAX SIMPSON LU/LUS JOIST HANGERS - FL10655 3� PT 2x10 14' MAX 2 PT 2X10 12' MAX SIMPSON LUC JOIST HANGERS - FL11169 9 HANGERS OR EQUIV ® EACH SIMPSON HETA16 CONCRETE ANCHOR - FL11473 ______ / SIDE OF DOUBLE GIRDERSw FREESTANDING DECK - DO NOT 3 DBL 2X6 I ATTACH JOISTS TO EXISTING HOME ALL CONNECTORS AND FASTENERS IN CONTACT W/TREATED WOOD SHALL BE ZINC COATED PERIMETER JOISTS CN GALVANIZED STEEL OR SIMPSON 'ZMAX' a0 vc 2XI6 JOISTS 16" O.C. " T & G PLYWOOD SUBFLOOR (FOR- / RM. ADDITIONS) GLUE AND SCREW • J TO JOISTS W/#1OX2" 6" O.C. ® PR0 5SIO AL ENGINEER SEAL __ 1 E L P. EDGES, 12" O.C. IN FIELD 6 TY EDGE OF EXIST. n CONCRETE 8"X8"X16" CONCRETE BLOCKS, TYP. ENGINEER OF RECORD: J-8'-9" ON CONCRETE SLAB 8"X8"X16" CONCRETE BLOCKS ON 4"X16"X16" CONCRETE PAD 20'-6" David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 TYPICAL FLOOR JOIST/GIRDER LAYOUT Thomas L. Hanson P.E. DECK MAY BE CONSTRUCTED WITH JOISTS RUNNING PARALLEL OR FASTEN FLOOR JOISTS TO FLORIDA LICENSE NUMBER:38654 PERPENDICULAR TO EXISTING HOME PERIMETER JOISTS W/SIMPSON LUS HANGERS P.T. 2X JOISTS OR EQUIV Mark Ronald Dunn,Jr. P.E. FLORIDA LICENSE NUMBER:73968 P.T. DBL PERIMETER JOISTS II ALUM. TERMITE SHIELD ® Joel Falardeau P.E. iv EACH PIER I I I I 8"X8"X16" CONCRETE BLOCK ANCHORS @ 8'-0" O.C. MAX. FLORIDA LICENSE NUMBER:70667 I I I EXISTING SLAB FBC Plans& Engineering - 1/2"0 WEDGE ANCHOR W/ Services,Inc. / 3" EMBEDMENT INTO SLAB 6272 Abbott Station Drive Unit 101 PT (3) 2x1 2 S AIR STRINGERS Zephyrhills,(1.33542 Phone:(813)788-5314 PLAN VIEW Fax:1-(866)-824-7894 email:erb@fbcplans.com Website:www.fbcplans.com C.O.A.-#29054 PICKETS SHALL NOT ALLOW A 4"0 SPHERE TO PASS. DRAWN BY: W.P. FASTEN FLOOR JOISTS TO TRIANGULAR OPNG. SHALL PERIMETER JOISTS DATE: 5/05/16 z W/SIMPSON LUS HANGERS NOT ALLOW A 6"0 SPHERE OR EQUIV P.T. 2X JOISTS REVISION: DATE: TO PASS. PER FBC 311.7.8 4 OR MORE RISERS REQUIRES A HANDRAIL. RO1 - P.T. DBL. PERIMETER JOTS R0 2 PT 2X TREADS. FASTEN TO STRINGERS W/(4) 16d NAILS EA. CONNECTION ALUM. TERMITE SHIELD 0 RO 3 PT DBL 2X PERIMETER EACH PIER JOISTS ATTACHED RISER HEIGHT = 7 3/4" MAX. 4"X16"x16" CONCRETE PAD, TO PT 4X4 POSTS HEIGHT DIFFERENCE BETWEEN RISERS SHALL NOT OR ABS PAD RO 4 EXCEED " GRADE W/(2) 1/2"0 STEEL BOLTS TREAD DEPTH = 10" MIN. (NOT INCLUDING NOSING) PROJECT ADDRESS: A NOSING NOT LESS THAN r" & NOT MORE THAN 1j" AUGER ANCHORS ® 8'-0" O.C. MAX. SHALL BE PROVIDED ON STAIRWAYS WITH SOLID RISERS. SECURE WITH ASTM #123-89A EXCEPTION: A NOSING IS NOT REQUIRED WHERE THE TREAD STRAP OR EQUIV. OVER JOIST ANTHONY POTWIN DEPTH IS A MINIMUM OF 11" 32" IMBEDMENT 5449 12TH ST. ZEPHYRHILLS, FL 33542 16"X16" ABS PADS UNDER STRINGERS OR 4" 2500 PSI CONCRETE PAD CONTRACTOR: PT (3) 2x12 STAIR STRINGERS OWNER FASTEN TO DBL 2X PERIMETER JOIST BLOCK PIER AND ANCHORS W/SIMPSON #LU210 OR EQUIV. PER MFGRS SPECIFICATIONS WOOD STEPS & ALUMINUM HANDRAIL ROOM ADDITION WOOD DECK FRAMING I HEREBY CERTIFY THAT I HAVE REVIEWED THIS PLAN AND FOUND IT TO BE IN COMPLIANCE WITH ASCE 7-10&FBC 5TH EDITION(2014)RFS�D,(NTIAL&EXISTING A e5 of ■ PRO SSIF3Nt L P1@II 611 SEAL °' ENGINEER OF RECORD: N I I I EXISTING HOME David W. Smith P.E. FLORIDA LICENSE NUMBER:53608 22'-0,. Thomas L. Hanson P.E. EXIST. CONCRETE SLAB FLORIDA LICENSE NUMBER:38654 4X4X.125" ALUM. POST 3"X48"X.030" COMPOSITE PANEL ROOF, 7" Mark Ronald Dunn,Jr. P.E. W/RUBBER MEMBRANE OVER 3" POLYISO. FLORIDA LICENSE NUMBER:73968 FOAM INSULATION STEP WN P (2)2X10 ALUM. RIDGE BEAM rn ii �I 00 ,I, Joel Falardeau P.E. Z iii FLORIDA LICENSE NUMBER:70667 o i / _________: : 1 q ❑ o \, Engineering �i I ` MINI-SPLIT A/C/ Services Inc. N 6272 Abbott Station Drive Unit 101 j-T1mII cv ^ —— — M i�i �j Zephyrhills,fl.33542 j0 N Phone:(813)788-5314 i — •I Fax:1-(866))-824-7894 N ili 00 email:erb@fbcplans.com —4:1 Website:www.fbcplans.com 22—0 1 i ROOM ON C.O.A.-#29054 III M WD. DECK Iii DRAWN BY: W.P. SIDE ELEVATION o DATE: 5/05/16 SCALE: 1/8'- 1'-0' III I EDGE OF EXIST. CONCRETE REVISION: DATE: SLAB EXISTING ROOF 36X48 RO1 (2)2X10 ALUM. RIDGE BEAM 8'-9" 5'-0" RO 2/j/ 20'-6" RO 3 FLOOR PLAN■ PROJECT ADDRESS:RO 4 SCALE: 1 8' = 1-0 2"X4" STUDS 16" O.C. FINISHED WITH VINYL SIDING, z °' FIBERGLASS INSUL. & DRYWALL INSIDE SUPPLY DIFFUSER RETURN AIR ANTHONY POTWIN 5449 12TH ST. 2) SMOKE DETECTOR ZEPHYRHILLS, FL 33542 c- 8'-9"8'-9" EXIST. CONCRETE SLAB COMPOSITE PANELS = R-12 3" POLYISO- FOAM INSULATION AND RUBBER 110 V. OUTLET CONTRACTOR:JMEMBRANE = R-17.4 20'-6" TOTAL = R-30 OWNER ALL WINDOWS: INSULATED VINYL FRAME, LOW REAR ELEVATION E GLASS SCALE: 1/8" m PLAN/ELEVS General Notes HOT DIPPED GALVANIZED. I HEREBY CERTIFY THAT I HAVE REVIEWED 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 THCOMPLIA PLAN NCE L AND FOUND ASCE TOO 0 BE IN BOLT DIAMETER INTO STRUCTURAL FRAMING(G=.42 MIN.). CONTRACTOR. E WITH ASCE 7-10&EXISTING FBC5TH 1. 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 EDITION NC 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 18X14X0.013 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 AC!AND ASTM REQUIREMENTS MAY BE USED CIRCUMSTANCES BY DRIVING WITH A HAMMER. OTHERWISE. c .: 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 KS!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. ROOM ADDITION&WOOD DECK s � 3 7. SOIL BEARING PRESSURE SHALL BE A MINIMUM OF 1500 PSF. 8.ALL FASTENERS CONNECTING ALUMINUM COMPONENTS OR e 8. TIIE CONCRETE SHALL CONFORM TO ASTM C94 FOR THE PRESSURE TREATED LUMBER ARE STAINLESS STEEL TYPE 300 c FOLLOWING: 18-8,UNLESS MANUFACTURER GALVANIZED BOLTS SPECIFIES DESIGN DATA: � E OPC(PORTLAND CEMENT TYPE I,-ASTM C 150). FOR USE WITH ACQ PRESSURE TREATED WOOD,OR 1. ULTIMATE DESIGN WIND SPEED Vult,(3 SECOND GUST): AGGREGATES-#6 STONE,ASTM C 33 SIZE NO.67 LESS THAN OTHERWISE NOTED ON PLANS. NOMINAL DESIGN WIND SPEED Vasd: 140 MPH 3/4". 9. ALL FASTENERS SHALL COMPLY WITH ASTM A1S3. 2.. RISK CATEGORY: 11 110 MPH AIR ENTRAINING+/-1%-ASTM C 260. 10.ALL CONNECTORS SHALL COMPLY WITH ASTM A653 CLASS 3. WIND EXPOSURE: B P ESSIONXL ENGINEER SEAL WATER REDUCING AGENT-ASTM C 494. G-185. 4. WIND LOADS: CLEAN POTABLE WATER. 11.FOR SMS,THE MINIMUM CENTER-TO-CENTER SPACING SHALL MWFRSENGINEER OF RECORD: OTHER ADMIXTURES SHALL NOT BE PERMITTED. BE 3/4"AND MINIMUM CENTER-TO-EDGE SHALL BE 1/2" SOLID ROOF(MWFRS): 23 PSF 10.PREPARE9. METAL LPDED WIRE SHALL LAC CONCRETE E AONFORM TO ASTM A 185.CCORDING TO AMERICAN UNLESS NOTED OTHER WISE. COMPONENT&CLADDING PRESSURES: David W. Smith P.E. CONCRETE INSTITUTE MANUAL STANDARD PRACTICE,PART 1, E.REFERENCE STANDARDS: ROOF ZONE 1: 8.9/-21.6 PSF, ZONE 3: 8.9/-55.0 PSF FLORIDA LICENSE NUMBER:53608 2,&3 ALONG WITH HOT WEATHER CONDITIONS ASTM E 119 WALLS: ZONE 4 21.8/-23.6 PSF, ZONE 5: 21.8/-29.1 PSF RECOMMENDATIONS. ASTM E 1300 11.IF UTILIZING EXISTING CONCRETE FOR FOUNDATION, ASCE 7-10 S. WOOD DECK FRAMING WITH CONCRETE BLOCK PIERS,SEE ENGINEERING CONCRETE SHALL BE A MINIMUM OF 4"IN THICKNESS, AAASM35,AND SPEC.FOR ALUMINUM PART 1-A,&1-B Thomas L. Hanson P.E. VISIBLY FREE OF ANY STRUCTURAL EXCESSIVE CRACKING, ASTM C94 FLORIDA LICENSE NUMBER:38654 SPALLING OR OTHER DETERIORATION. ASTM C150 6. SCREEN ROOF TYPE:: N A B.MASONRY: ASTM C33 7. SOLID ROOFTYPE: 3"X48"COMP.PANEL ROOF,FL 2291-RB OR EQ. 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 M OR S MORTAR. ASTM A185 FLORIDA LICENSE NUMBER:73968 2.ALL MORTAR SHALL BE OF TYPE M OR S. FLORIDA BUILDING CODE 2014 (CHAPTERS 16,20 AND 23) 3.ALL GROUT SHALL BE 2000 PSI MINIMUM AND HAVE 5TH EDITION MAXIMUM COARSE AGGREGATE SIZE OF 3/8". 2010 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 I. ALL STRUCTURAL ALUMINUM SHALL CONFORM TO THE 1.TYP-.-TYPICAL ALUMINUM STRUCTURAL MEMBERS 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,B.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 1-A- G.RESPONSIBILITY: 3x2:---------------------------------------3"x 2"x 0.050" Fax:1-(866)-824-7894 SPECIFICATIONS FOR ALUMINUM STRUCTURES-ALLOWABLE 1.ALL SITE WORK SHALL BE PERFORMED BY A LICENSED 2 x 3:---------------------------------------2"x 3"x 0.050" STRESS DESIGN"OR"PART I-B-SPECIFICATIONS FOR CONTRACTOR IN 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" email:erb@fbcplans.com FACTOR DESIGN"OF THE ALUMINUM DESIGN MANUAL 2010 2. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND DETAILS, PREPARED BY THE ALUMINUM ASSOCIATION, 2 x 5: 2"x 5"x 0.050" NOTIFYING ENGINEER OF ANY DISCREPANCIES BETWEEN DRAWN BY: W.P. INC.WASHINGTON D.C.THE 2014 FLORIDA BUILDING CODE 5TH DRAWINGS,FABRICATED ITEMS,OR ACTUAL FIELD EDITION(CHAPTER 16 STRUCTURAL DESIGN&CHAPTER 20 CONDITIONS. OPEN BACK SECTIONS DATE: 5/05/16 ALUMINUM). 3. THESE DRAWINGS REPRESENT THE ACCEPTABILITY OF THE 1 x 2:----------------------------------------1"x 2"x 0.040" x 1,L [k REVISION: DATE: 4. WHERE ALUMINUM COMES INTO CONTACT WITH STEEL,OR 'SUNROOM'ROOM ADDITION ELEMENTS AS PROVIDED BY THE 1 x 3:----------------------------------------1"x 3' x 0.045" %'t 1 Yr 1�1tV;3 C�. F- Y$')1 PRESSURE TREATED LUMBER PROVIDE DIELECTRIC CONTRACTOR. T } SEPARATION. 4.ALL DETAILS ON THESE DRAWINGS ARE ENGINEERED BASED CO ) ��fI-�t1',a 5. ALUMINUM MEMBERS SHALL BE STITCHED WITH NO LESS ON INFORMATION PROVIDED BY THE CONTRACTOR AND SNAP SECTIONS THAN {''1'� I #10 SMS 6"FROM THE ENDS AND 12"ON CENTER,IF MANUFACTURER 2 x 2 Snap:----------------------------------2"x 2"x 0.045" a`)f I)1 ��'� RO 2 USING#12 SPACING MAY BE 24"ON CENTER. S.ANY DETAILS NOT SHOWN ARE TO BE ENGINEERED BYA 2 x 3 Snap: 2"x 3"x 0.050" (Jp7 k'NIn1 t 6. VINYL AND ACRYLIC PANELS SHALL BE REMOVABLE.THEY LICENSED P.E.IN ACCORDANCE WITH STANDARD 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 SMB: ------------- ------- 2"x 4"x 0.044"x 0.100' Vij 1. ALL LAG BOLTS SHALL CONFORM TO STAINLESS STEEL TYPE MANUFACTURED HOME,TRAILER HOME,OR PRE HOME 2 x 5 SMB: -- -- ------- - ---- 2'x 5"x 0.050"X 0.11 I 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 0.12 , 'r ?`f-- ANTHONY POTWIN TO 1994 REQUIRE A SEPARATE ENGINEERED 4TH WALLO 5449 12TH ST. MANUFACTURER GALVANIZES BOLTS SPECIFIES FOR USE 2 x 7 SMB:---------------------- 2"x 7"X 0.057"x 0.12 " SUPPORT,SO THAT NO ADDITIONAL LOADING IS PLACED1 ZEPHYRHILLS, FL 33542 WITH ACQ PRESSURE TREATED WOOD. ON THE MANUFACTURED HOME. 2 x 8 SMB:---------------------- 2"x 8"x 0.072'x 0.224` , ±j 2.HEX BOLTS HAS TO BE ASTM A 325,PLATED WITH STANDARD FLAT WASHERS AND NUTS. 2. ENCLOSURE IFENCLO SHALL COMPLY WITH RESIDENTIALI SWIMMING 2 x 10 SMB: ----- ---- ---- 2"x 10"x 0.092"x 0.374" alv� /' CONTRACTOR: 3.ALL CONCRETE SCREWS SHALL BE,SIMPSON,HILTI,RAWL, BARRIER REQUIREMENTS OF THE FLORIDA BUILDING CODE TAPCON,REDHEAD,DYNABOLT,OR APPROVED EQUAL. 4.ALL METAL TIES AND ASSOCIATED ACCESSORIES SHALL BE R 4501.17 IN ITS ENTIRETY. OWNER 3. EMERGENCY ESCAPE&RESCUE OPENING PER FBC 8310.1 SHALL BE VERIFIED BY CONTRACTOR&BUILDING OFFICIAL NOTES