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HomeMy WebLinkAbout18-19827 CITY OF ZEPHYRHILLS 5335-8TH STREET (813)780-0020 19827 BUILDING PERMIT 'PERMIT INFORMATION LOCATION INFORMATION Permit Number: 19827 Address: 38623 4TH AVE Permit Type: RE-ROOF ZEPHYRHILLS, FL. Class of Work: ROOF REPLACEMENT Township: Range: Book: Proposed Use: NOT APPLICABLE Lot(s): Block: Section: Square Feet: Subdivision: CITY OF ZEPHYRHILLS Est. Value: Parcel Number: 11-26-21-0010-16900-0140 Improv. Cost: 6,625.00 OWNER INFORMATION Date Issued: 7/06/2018 Name: BARRETT CHESTER & PATRICIA Total Fees: 112.50 Address: 18054 WILLIAMS RD Amount Paid: 112.50 WAPAKONETA OH 45895-7823 Date Paid: 7/06/2018 Phone: 419-231-5844 Work Desc: REROOF METAL CONTRACTORS APPLICATION FEES A. BARTLETT ROOFING OF CENTRAL F REROOF RESIDENTIAL 112.50 �i DRY IN ROOF INSP Ins ections Required TAPE JOINTS ROOF INSP 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 performed in accordance with City Codes and Ordinances. NO OCCUPANCY BEFORE C.O. NO OCCUPANCY BEFORE C.O. CONT GNATURE PERMIT OFFI R RMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER e11"�7 O GO City of Zephyrhills 5 BUILDING PLAN REVIEW COMMENTS 7 Contractor/Homeowner: Date Received: Site: Permit Type: Approved Who comments Approved w/the below comments: ❑ Denied w/the below comments: ❑ lie Aollol-&J l (10 4'1 (0 , 0 This comment sheet shall be kept with the permit and/or plans. 1 o Kalvin Switzepl6s Examiner Date Contractor r Homeowner (Requi Toden comments are present) Jun.13.2018 10:49 AM PAGE. 1/ 3 613.780.O o Ci¢y of ZophythiNs Parmft AppiiraHon sex-sus-rso oaz� 6W�loit 4ogbrtA�tft, ' late t90aeitr9d Phoeo Coftat for 1rlrirt(td . r 1'q'1'1'p'1"6 T lwner'a Memo 4vmer.PMatr®Ntanbar — 7"8anp:eT3deahotiQsriiaatne - Q 8 • ifvamrt+ S�w�rtbS oa 6lntple 7RlDhWar Addrasa fm Aooxm WtlIOIViBIDIy �„„� PARCIL Ib>8 hgXa d.%. , I l atman+saratsrrou� 'NOL MORF(PROt'0$!S9 NEW CON5TR ADWALT SIRN.'•'M [3 DEMOLISH E3 INSTALL REPAIR aROP08l:GU9ig• WR COMM OTHER MOFCOA1g1KuCmON OL60r( [ .• FR11ME Q. STk& MiMW1tr��t��'wYMAllA.0A0—kM. ma t� '� ,,,,,�as t¢sZOTAG ,'�•&ttialrT9'•� RUILDIA}0 VALUATION OF TOTAL CONSTRUOTION: 1--iELEOTR16AI' --- -- AMP 99RVIC$ PROOR BS EAIERQY Nt RE.C. QNIECHANICAL VALUATION OF MECHANICAL INSTALLATION [=GAS ROOFING SPECIALTY CZj OTHER FINISHM FLOOR ELEVATION$ VLOW YOKE AREA [' YES NO �SLW1i1E}C f.WFIAWY 81m1lATtJIBE VoOl P"IST01m . / FE6aWR/�tiA • 1.� Address LtD (tufts Llaenserl 41� a�,.dl+ � E1ECT'RICtAM •COaaPA1dY " :• _, •straAWrut� st�Gtatt�a y�.r��s�ayWaAse. r A0dm= ___ _ _ ' a • 4tcsrroeY PLUllWA CMPANY. SKWTURH, RBtnunmw FMGU • E_ Aildrena. LlupFtee+� 1Ak'OHpAlICA6. 1 I . CdQSPAA4t1" ,• , 5 ���-° t f tzEdlSTt ttKa . I vim mr-mm 1170 AddMe OTrrSR .. .. "' .Cd,EIPAt�ttj . •. ' . '.. . BICNATURQ RE41BTi RIG '' YfN FMCURRFA AtWmw Liaa7ree# as.1.1 14 1 444111119lyGIB1'07.11i7l171tIL '4ti11ago1.-1100-1aat4.101. .1411114'ill.,tallIa1. RUIDEi IAL Att';h(2)Ptot Plena;(2)seto of 8ut�(n®Plana;(1)eef of Enorgy Forme;R-0 W Pr�rmlt Par new aonatnrcrtan, Mlainunrr tqn(70)workhtQ ttsys afpar su6t►dttatdat0.Requited ontttE.CanetruWott•Ptattig,StOttmuAter Piuna,w1 SltRfeRcs laotsled, $enK*Iy FaclHtea&9 dumNater;81te GVork PermR for eltbdCvretane><arpe pfajeots COQt1111RRCIAL AtUah(2y cmnpfete ans of 8uildtnq Ptalu pkrs s Ufa t3tlfely Paps;.(t)set of Enafpy Fomta R-O.W Pefrnit loreere oarut►uadw.• L umten , rmwatartrro wl9pt FCnae&Iry Feolltbs S 1 dumpator,Site Work PatmR'fcr aft tlaw prof ect1 W oommeialsl tequLoriswlSFameI81mNtaRRRGIT (2)teta of englnoetbd frlaae. °""PROPERTY&URVEY required for all NEW omattucean, . FM out appliratlon oampletbty. own0a Goat warawn beats of apt+lk+atfoa aoratt and i4averZ8600, marad, (ArCul>'lfsdtlaover$1$o0} Agent(for the oonMaft W POWar of A40 WY(for the oMAO Would be someone with achWabd tetit tftM waor mAhork(rtq cams *M T'HF-CQUMR o MrrTtNO (copy at oontiaot reWmd) Remofe Irshingiss $Sam 8alvice Upgrades A/C fences(PIWSort+by#bbl*) 0rtvowavb-9tA wm Qwntw tr o+f.o,�btls•al¢.d+.trp.,-.nbd*.Pow ti ItaEe FMDA phone Cortcac2 for P4rrnittBr9t ]vurleY's 4Uas�e _0xuNumber Xmar`,7 A a La C)s `` 'e^,ewsai�i8 6re�"V�S'7�3eiz�c�i�;im�Yt� i� — •. 1 .1 i'- 61Wr�LY's'�11C58'S,0 iklla��7FiTY :� 'cc Simple T iglaholddr Addra °s4ABflBVBSi®B�1 � PARCEL ifs - _.3�]..�... WORK PROPOSED NEW CONSTR2 °ADD/ALT �' SIGN Q Q DEMOLISH INSTALL REPAIR DROPOSED UiE Q SFR' - Q' COMM Q OTHER' rYPE Or-CONSTRUCTION Q BLOC FRAME GE: aim wry:. �:3ir"•V"if" t1""sJ"'ff'iJ""i�• U'�"�Y"'N'"D��Y'V�''T`if"�rV'C'�tl"GiY""V`7`lY'u�FP'V�' I(`b"'�'—d"V"U"'u"'G"3 if'��� 6 a. "D"'�:7—'0`o"'N"'!1'"'o sf'"ti•"�-ii"'{f"17"'. - 611ILDBNG VAL'UATION.OF TOTAL CONSTRUCTION, - ELECTRICAL AMP SErVICE PRoGPRESS.ENEiRGY. KR.E.C. QPLt)iUBINGe =MECHANICAL VALUATION OF MECHANICAL INSTALLATION =GAS — ROOFING ® -SPECIALTY: OTHER, FINISHED FLOOD SLIEVAT[ONS 'frl GOD ZONE AREA. Q YES NO cafupAwy Eiii`3A 1;.9R� REGISTCRFD FEE CURREA Y/ Addmes I �D O �(�c<<S�l--lam License 0 EB_ECTI%ICBEa 4_ . COii PA#�SY IG 9 `r'i;" { •. "'t t t 2Eirue��. Addrezz. e P Llo e PLtrIMDER CO,f fiPANY. SIGNATURE ; -REGISTERED Y/ N FEE CURR£A Y/N �e1c�lG License t, .' ul1t��,.r3ACtt& ., �(It1�fAA1Y.' fSE CIU'aF:I.­,� Asfdee License af. , OTHER C®[iJlPc�jdY ` SIGNATURE RE018 tERED Y/ 11 . FEE CURREN Y/Ill n_a ➢ �:a`➢ l is ➢ >a.,a. 6'➢ '➢ "➢ '8 '➢_➢ ➢;.➢- :➢.'➢ ➢ ➢:8.➢.1' ➢ !1 ➢ fi 'll l! ;tE; �t.�.�i�➢ ➢ '@ I g.'i' a-.li 0,Q,•li-4 .a J a a a: Attach(2}Plot PiSnt;(2).Sets of Building Plans:(1)set of Ei�craY 1 6rrny;f,-Cr I/l/Permit for ne,ru.ocnstrucf on, Mitin'tu m ton(.20)ilod"ing days ofsr-subrnit`mi,u te. Required onsiw.Con,tructlo ,Plata,St'orrnvrater pizrawt Silt Fance irataifad, Sanitary Facilities«1"dumpSter;Site Wort(Permit for subdivisionslisrge-projects 00MMERCIAL Attach(2)'complete sets of Building Plans'plus a Llfe'uafety Reap;-(I)set of Energy Forms.R-0-W.Permit for nova conMction. Minimum fen(40)woti:ir�g days af6t submittal deco. Required on3ite,Construction Plans,5rormwater Plans w/$iii Fencs installed, Sanitary Facliitles :f dumpster.Slte Wcr!(Permit`for ail hew.projectsfAll comrnerclal requlroments must-meet cofnpliance- SIGN PERMIT Attach(2)scats of Engineered-Plans. ""PROPERTY SURVEY required.far,all NEW construction. ;-111 oui appilc�:tioil c,orlll ldte'ly. Ovrner,&Crpntraol sign:ba�cl:OT t2Zlj]11Cc7il�f�„yd1II°.al��ea q ['.r�u p yg gy . Agent(for the contractor).or Power of Aftomey(for the owner)would be someone with notarized letter from owner authorizing same "OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shin-glee Severs Service Upgrades A/C rencos(PloUSurviby/Fobtega) MO T ME OF DEED MOW PHICTIONS: The undersigned understai Me that this permit rtia;�be sE�b3ect`tt?ade6d"re,-Morons" which mey be more restrictive then.County re u ations, The undersigned:assumes responslbifity for eorrrp!larrca withariy applicable dead restrictions. ' UMLICEMBED CONTMAWTOR8 AND COMTRACTOR REMPONSIBILITIES: If the owner has hired a-contractor or' contriec¢ors to:undertfsike-work,they.rrisy be required to-le ficansed:In accordance-wlth stete.and l cal-regUl0ens, if,the, cantrrcobr is not &;--need e mgylmd by-koniv, tooth the otierreer 47nd oonMactor ivey be�t5 ad ror a miadvrnesnor ��ivfatibril under state law. if the owner or inter ded contraactor are unce-Q-ain a.s to 1,Alhat licensing req*6ire�n'eats may .apply foF the a����'wdr'ts,�r> r: R,;�i � �� t tt��,.t� �>Coul :�,uilolir��:.l�pactlata.l0ivision�Lice_ri�lr,�. cti®r�.�b".?��- 7�•, 800-0. ,Fs r'�h'w4n rs, if he z s has hired a ci antr or or, ►*=- toys. 'he is"advised ,tp j�is contmctogs) sign por'ons of tha "contractor Blom" of this application for which they will be responsible. If you, as the owner.algn ass the contractor,,that may be an indication.that:he is,not-properly licensed and is not entitled to.parmitring prlviiei6as in Pea& County. TRANSP®IRTATION IMPAMUTILITIES IMPACT AND RESOURCE RECOVERY FEED:- The unds rsigned understands t ti Tina Recax�,.Iy F�eas=-y.appfy,t the�,�.ttSfi'�?yti�i2.of floe uildlri , olIpnop�i tine In O-Asoting bulldinge, or expansion of existing buildings, as sped iled in Fusco County rdln,tincs iiurinber.69-fi7 Grid. 90-07, as-amended. `t'b .undemigred alssr underatsn la;.tit sash:fees, ez m v b.stele,wi)i big'idanti ;�'c��. oY 138 MItting. .lt Is further understood that IN-ri oorta"Cron rrnpact Fees sind-Resource RC-'covary--FIces must be pel&p6ar to receNring an "cattliicets of o-couparicy" or 7nel power release. If the proje t deeds not.iilvolva a rtiYicate of occupancy or final power release, tha We must be paid prior to..parrnit issuance. Furrherrnord, if Casco County Water/Sewer Impact fees are due;they must be paid.prior to permit issuance in accordance with applicable Pasco County ordinances. C®NStRUEilION LIMM-LAVIJ(Ghaptor M, Florida Btaftites,as mmanded): If valuation of'work is$2,500.00 or more, 0�rfify that 1, tha. appllcanr , have-been proviided with: a copy of the "Florda.Construction Lien Law—Homenwnar's. Prcxec,Nan 010de-q pr'cpereed by tl_'FIQr a Den �ra .n' o AgaricyIt�r�e and C0nr�iima�r Affleir.9: .W kk)P appbbant iF,-ad}meo,)a Other Than the"aw ner", I cariify that l havit obtained a copy of the above dascdbed docurnant esrrd�r+lrnlss in good faith to and ftfiall W_OW will be done In compliance with all applicable laws regulating construction., zoning and land development. Applimfion Wa hareby made to obtain a permit to do work and installation as Indicated. I cartify that no wort: or, Installation lies commenced prior to issuance of a permit and that all work: will be performed to meet standerds of all laws regulating construction; County'and City codes, vonlng regulations, and land development regulations in the jurlediction.` l also csrffiy ifta i-underisl.-ind 1bat Vh -reoUlant[ons of:�ihar may ppiy'to ths.irt•�qndsd WWI;:Vrnd tllvt",.it,is rrl';respoMiblilty to Identify wheit af,tJonns I roust 1a1168 io'bv in compliances. Such agenclies iridlikia bu are rioUflinlRad io, Department of EmAronme,ritai.Protection-Cypress Sayhoads, Wat!and Ames-and.EnAronman'taiiy Sensitive Lands.WWerfWastewatter E reairr+erii. Southwest Florida Water fWansrrement :cypress Bayheads, Watland ,Areas, Altc3n% Watercourses. Army Corps of Engineers-Seawalls, Docks, Navigable Waterways. A Department of Health 8i Rehabilitative Services/Environmental Health UM Weill, Wastewater Treat:mant, Septic..Tanlcu. US lbnvirc'rrrvrenW-Protecfron Agenoy ba.3fos sbatannern. Federal Aviation Authorlty-€'Lun-ways. . 1?.�1�'�i�'t�r;d¢h�i.the a�tidVV^3i>1�`r��'tCictit7i���pp4y use-of one"�/ uniti��aspr�siy�rrnift�d. If the fill materiel is to be used in Flood Zone "/ , it is understood that a drainage plan addressing a "compensating volume" will be submitted at dime of permitting which is prepared by a professional engineer. , .. licensed by the State of Florida. If the fill material is to be used in Flood Zone "A" in.conneetion with a permitted buliding using atom wall ivtru ion,, i;�KI1117hed fi it-twill ire;uw-rI,o.nJy.to fill'tine area �i''tinirn 1ha a°fern hjt all. If 111 rrrat'Wrlal i-9 to be used ,,n any ar, I 1 -army..MM U80 04 � h iiii 'V1M* i c a4kierselyr a7r? ac3jarm.r;'t properties., 1?use of fill is found,to adversrtly affect adjacent properties, the owner may by cited!or vioiating she conditions car the berilftg� perm t lesued:under the at ichad-pbrmit applica9drr;Yor lots less-:than tins-'( scrr which are elevated by MI, an ariglneere drairnage pian is require. If 1 am the AGNEI�B i OIL i HE Wk ivER, f promiia in gvoa faith to irdbrrrt the 6wrier of the perinitting condlflo is set follh in this affidavit prior to commencing construction. I understand that a saparato`parmit may be requlr6d for electrical worst, plurnb!rig, signs, wells,, pools, air conditioning, gas, or other installations,.not.spoc!ficalfy_Included ,in the application. A parfait issued shall be construed) to be a license to proceed with ft works and not as authority to violate, cancel, altar, or set aside any provisions of the.t l nim-11.eodes, nor 311MI issuance,of- pernnil ant the Bull la?ing;Official ismm f'l er&aftar-. r8s1 lirlfit� 8 cL�rr C.tlr�rr of 17€3iS ir5 pl��ns, co;nwtruct7on ear Esiola€icri,s of i4ny re�C1 s. Ev8'fy p.carnit 1 shall becorine iilv0d uqlew the %:grk.)siithcriZ_Gd.icy-ewh perrnit is°.romrnen d Within six,ilonths f.Perm,It issu<lince,*r--if-work aothori ,by tip psrras!r is€reap r ,leis sor Laic iadvr+ed;€air ae►d f sip:;(�),rnt�ritd�s of r,:tl Sixrr .O vved pis osanmi.ancad, A4i aMansion may be requaste, in wr!ting, from this Building Official for a period not to exceed ninety (90) days and will demonstrate justifiable cause for tha,extension. If work ceases for,ninety;(90)consecutive days, the job is considered abandoned. WARNING TO OWNER- YOUR FAILURE TO RECORD A NOTICE OF CORRINDICERAENT BAY RESULT IN YOUR PA 1"We 0I'MIC' � :Ia $'' T��'ia`i I�J�T t��°� e��' t n -�a� .:-IF.Y0U.INTEM .T O.ORS'.AIN IM—AMM&MG,COSIM-ULT, a_a n a� Mqa rn Mo A nv qQ BQp ti rr M012_m. twMlff� a n `rLORDA,JURAT(F.S.,i SUMeribed and..sworn to(or affirmed)be' a¢ s Subscribed;and sworn to(or a`rirm z re me f s y Eby Who is/are personally known to me or has/have produced Who islare personalty(mown to me or hasihave produced as identrflcation. as IdonNflcation. Notary€'ubffo � Notary putirk, '�Cominission No. `�otfir^I slon No. Name of Notary typed,printed or stamped Name of Notary typed,printed or stamped : t. �. C/O RichardBardett G - 38408 3rd Ave. Zephyrhills, FL 33542 (813}�82-558��•�'(3�2}. 523-1-944 F (8.1'3�' 9��3-773� ' FAX (,8.13•)..7�0 �=8a5' Email: roofingrichard@yahoo.com Lic. #CCC 1325499 One of the Largest, Oldest, Most Dependable Roofing Companies in Central Florida Specializing in Mobile Home White Commercial Rubber, Shingles & Color Metal Roofing RESIDENTIAL • COMMERCIAL • MOBILE HOME • MEMBER OF THE CHAMBER OF COMMERCE & BETTER BUSINESS BUREAU • We do everything we can to maintain our A+ rating from the Better Business Bureau Sewing Zephyrhills, Dade City, Crystal Springs, Quail Hollow, Wesley Chapel, and Surrounding Areas. We have re-roofed or repaired more roofs(20;000)in the past 44 years, than the four local leading roofing companies combined. We do not charge extra fees for credit card purchase.Most companies charge 3 to 5%. Pam` Date IfA Name Address ° z.r.' o�iY -V. c iq - v� - ''.z•. -- ',ri;;2'' .�9?�"•`mod�: ,�t�. •.` ._.,::: ^a+�.•`% .n ft--�•T -.}-• .-._f _ --. -p+g�;® �- 'W.�'..«.... •-•-t'.,f t't.r- Y...•:-: -. " Pam' •4 {'� �}�, /�.r"rl d.......��.-+.N�a..,.,,,,�•xr�F' ..a.•..^.•-...- �,-'�`'°"�, .-�_ ,,'.^� x�,•y�".,.^--�.......,�'• t, a./ "ter'`'_ .=S�t...yr�®>--.r,t C 4.� }-a' ,f �'�•;: F/`>,;.% .. - Y a r' i- - -j `T ,i� t' .,�,•`"�+� a +.,.,w,=...-W` r. ,..,,,..;.''P..,,....� yF.;,r .i r� �,r �6 :d r i .r f °,.=?V�. f'✓ FF`` r'.''..` d rsr~f§ i..y�'_ �� o^ _ }, ��•'a �� Home Owner: > . ••• J.n y-�"'"d •rtiiCildJ'.;:v.•.s'izftiEit;•i9. 8,i3Jt�ti raif�'vI1.t_v. 1: . tr� -� ICI `�C narA.Ball it noou�;yul u9nualLir17. t .- P THANK YOU Your Business is Appreciated. Payment upon completion unless previous arrangement made.Warranties pertain to original owner. All arrangements contingent upon strikes,accidents or delays beyond our control.Owner to carry fire,tomado and other necessary insurance. �i Our workers•are fully'covered by.Workmen's Compensation Insurance.Customer.is•liable•for•any,charges•incurfed in collecting.this bill...;_ Rotten wood is an e-&a$36M par st%st%-ply), par linear toot. -T - er IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII 2018112958 Permit No. Parcel ID No I 1 N��-ll�0 C-2 1 Ool 3 .11' !oC) n NOTICE OF COMMENCEMENT State of r`ln(l &c-,- County of THE UNDERSIGNED hereby gives notice that Improvement will be made to certain real property,and In accordance with Chapter 713,Florida Statutes, the following Information Is provided In this Notice of Commencement: y� p 1. Description of Property: Parcel Identification No. ')4.ea 1 (1 N17S 1(Q 7 On (N' ( 4 C Street Address; a 2. General Description of Improvement Vk 3. Owner Information or Lessee Information If the Lessee contracted for the improvement: Address �^^ _�^ ( 5��- Interest ln Property:l��+-�1 YY1�11 Ct`Jr� N11Q '(� P���>>nc T `�o�-_ Name of Fee Simple Titleholder: (If different from Owner listed above) Address City State 4. Contractor. q OON%r -A dreelss Q{ city 1 S� Contractors Telephone No.:GZl 3'��� ��� L _ Q 1-W 5. Surety; 0 �U .t j S W W Name ' =v � Address City State Q Q -j N 0 Amount of Bond: $ Telephone No.: IA. W F=- U W W CO).8. Lender: (�O=? 0' Name W~�(E-4 Address city State =V Q W ar Lenders Telephone No.: ®�8� (�, Y 77'-"--Persons wltfiin the State of Florida designated by the owner upon whom notices or other documents may be served as"provided by Section 713.13(1)(a)(7),Florida Statutes: , Name zo O V Address City State O} 1 Z Telephone Number of Designated Person: U.W 9 � - 8. In addition to himself,the owner designates of W P-Q 0 O 46 Ut to receive a copy of the Llenors Notice as provided in Section 713.13(1)(b),Florida Statutes. "16-y W V.. 5 Telephone Number of Person or Entity Designated by Owner: ",F it z F- d m 9. Expiration date of Notice of Commencement(the expiration date may not be before the.completion of construction and final payment to the cnnhactor,but wig be orre year from the date of'recording un)ess a ci fferenrdate is.spec&&dy, _0 WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN d' RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT.Under penalty of per)ury,I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best ;y�'1 of my knowledge and belief. �� STATE OF FLORYD •Ct3UNTY OF PAS , � �r r _ „Rotuy-Pubw&MWFkrkts Sig ature•of•Ownerortessee,-cr'Owrters'or'L'essee's'AuiFiff2—eed,--"—' 12M4 Officer/Director/Partner/Manager a�y arJr E�it01I91/1021 �1R }� `e��q e Signatory's tle Office Q ,The foregoing Instrument was acknowledged before me this _T_day of 1'r as (yp f-auth'dty,e.g.,offi r,trustee,attorney in fact)for (name rtg elf instrumentwas;executed). Personally Known I]OR Produced Identification Notary Signatura Type of Identification Produced, t�\S,O niiC-e Name(PfInt) Rept:1971366 Ree: 10.00 PRULA S.O'NEIL,Ph.D.PRSCO CLERK & COMPTROLLEF DS: 0,00 IT: 0.00 07/05/2018 0 23 m 1 of 1 07/05/2018 J. R., Dpfy Clerk OR BK 975 f PG 3458 wpdata/bcslnoticecomm encem ent_pc053048 Jacqueline Boges From: Audrey McGuire Sent: Wednesday, June 13, 2018 4:30 PM To: Jacqueline Boges; Gail Hamilton Subject: RE: place in mail box Jackie, 38623 4th Avenue is in the district but non-contributing. I filled out a COA for them, which the owner or contractor will need to sign and suggested that they utilized a galvanized look metal look in the district rather than a painted metal roof (plans did not indicate which was requested). Gail, plans are on the stairs if you need to review them. Thanks, THIS PUKE raAMRS Z.L 0 Audrey .74cGuire Historic Preservation Officer I Grant Support Specialist City of Zephyrhills I Planning Dept. Historic Captain H.B Jeffries House 38537 5th Avenue I Zephyrhills, FL 33542 Phone: 813.780.0002 Email: amcguirg@ci.zephvrhills.fl.us PLEASE NOTE:Florida has a very broad public records law.Electronic communications regarding most City of Zephyrhills business are public records and available upon request. Your e-mail communications may therefore be subject to public disclosure.If you received this message in error,please do not read,forward, copy, etc. and delete immediately. From:Jacqueline Boges Sent:Wednesday,June 13,2018 3:42 PM To:Audrey McGuire<AMcGuire@ci.zephyrhills.fl.us>; Gail Hamilton<G Hamilton @ci.zephyrhills.fl.us> Subject: place in mail box Hello Ladies, Placed in main street mail box a metal roof over for property 38623 4th ave . Please be sure to get me the plans back as well as the comments. Gail I did a reroof shingle permit for the address of 5443 5th St. Thank you 1 Florida Building Code Online Page 1 of 4 _u"' -„�,'':i:;�...r^�£`iai..� t± ,-z'-,;."�. 'Yrw: '",�':.'= rr:•;rs�'i`e;.c^:,'i �;.f f` 'a�"'+'° r �'.-' ,�G.,T r��Y,Sz "'' �:yi,,�,:',^�,ai;K, �n£s_;` .' :;��t�'fi-W= `_�. =''� a',•.w.�,,,,��', ram' �"�. '^�''S<-.`r:4c' 'C:.t}h°n ..�_�: 3r ;h^-a�?,. ..r �.�}s°r;r,z '�°:�a''•�,e.. :,�. (.k.;.; 1"t'fnti BCIS Home i Log In ?User Registration � Hot Topics Submit Surcharge � Stats&Fads Publications FBC Staff i BCIS Site Map Links ( Search 1 ro1 essitfi r' I 10" USER:PublicAU�ser OVal Regulation Product ADomval Menu>Product or ADDlication Search>A lication >Appli 'on D tall FL# FL7271-R3 Application Type Revision Code Version 2014 Application Status Approved Comments Archived L I Product Manufacturer UNION CORRUGATING COMPANY Address/Phone/Email 701 S.KING ST. FAYETTEVILLE,NC 28301 (910)483-0479 Ext256 jstieby@unioncorrugating,com Authorized Signature John Stieby jstieby@unioncorrugating.com ALL WORK SHALL C©MPG CODE�R�AILIN Technical Representative CODES FLORIDABUILD Address/Phone/Email NATIONAL ELECTRIC CODE' Quality Assurance Representative AND THE CT OF ZEPHYRHII.LS O Address/Phone/Email ORDINANCES ,� Category Roofing i�Gv1 of: e N 'end Subcategory Metal Roofing G% Gd�M� 1 IAN FN"` Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer I Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Bala Sockalingam the Evaluation Report Florida License PE-62240 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 12/31/2020 Validated By Yoosef Lavi,P.E. 0 Validation Checklist-Hardcopy Received Certificate of Independence FL7271 R3 COI CertificateIndeoendence.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM E1592 2001 FM 4470 1992 UL1897 1998 UL1897 2004 UL 580 1994 UL 580 2006 Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL7271 R3 Eauiv TestEauivalent 7271 UL.Ddf (. ) FL7271 R3 Eauiv TestEauivalent C1999 19.odf / https:Hfloridabuilding.org/pr/pr app dtl.aspx?param=wGEVXOwtDavtEeYw06ElOYS5G... 7/15/2015 Florida Building Code Online Page 2 of 4 Sections from the Code Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 04/08/2015 Date Pending FBC Approval 04/13/2015 Date Approved 06/23/2015 Summary of Products FL# Model,Number or Name Description 7271.1 2-1/2"Corrugated Panel Min 26 ga.,24"wide through fastened panel with coverage width of 21-1/4" Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 9.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-129.25 Evaluation Reports Other: Uplift load of 129.25 psf @ fastener spacing of 24" FL7271 R3 AE Eva luationReoortC1999 9.pdf o.c. over 19/32"thick plywood Created by Independent Third Party:Yes 7271.2 5V Min 26 ga.,24"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II Eva luationReportC1999 10.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party: Yes Design Pressure:+N/A/-66.3 Evaluation Reports Other: Uplift load of 66.3 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 10.pdf Created by Independent Third Party: Yes 7271.3 5V Min 29 ga.,24"wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions L Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 it ndf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-52.5 Evaluation Reports Other: Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 11.pdf Created by Independent Third Party: Yes 7271.4 5V Min 26 ga.,24"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 12,13df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure:+N/A/-120.9 Evaluation Reports Other:Uplift load of 120.9 psf @ fastener spacing of 24" FL7271 R3 AE Eva IuationReoortC1999 12.pdf o.c.for.Fastener Pattern 1.Uplift load of 85.8 psf @ fastener Created by Independent Third Party:Yes spacing of 24"o.c.and 113.1 psf @ fastener spacing of 12" o.c.for Fastener Pattern 2. 7271.5 SV Min 26 ga.,24"wide through fastened panel over 15/32"or 19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II Eva IuationReoortC1999 13.1)df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-150 Evaluation Reports Other:Uplift load of 150 psf in 19/32"thick plywood for FL7271 R3 AE Eva IuationReportC1999-_13�pdf Fastener Pattern 2 Created by Independent Third Party:Yes 7271.E Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 7/16" thick OSB&15/32"&thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 14.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 1 / Impact Resistant:N/A Created by Independent Third Party:Yes �J Design Pressure:+N/A/-112.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 6"o.c. https:Hfloridabuildina.ors?/nr/pr ann dtl.asnx?naram=wC'7F,VXOwtnnviFeVwo6,p.1oYCSC'T 7/1 S/9015 Florida Building Code Online Page 3 of 4 and uplift load of 112.5 psf @ fastener spacing of 6"o.c. FL7271 R3 AE Evaluation Repo rtC1999 14.odf with structural sealant. Created by Independent Third Party:Yes __t 7271.7 Advantage-Lok II Min 26 ga., 16"wide concealed fastened panel over 15/32" !� &19/32"thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationRe.p ci: 1999 15,.ndf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:No Created by Independent Third Party:Yes Design Pressure: +N/A/-107.9 Evaluation Reports Other:Uplift load of 59.4 psf @ fastener spacing of 6"o.c. FL7271 R3 AE Evaluation Repo rtC1999 15.odf in 15/32"plywood.Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party: Yes of 6"o.c.with structural sealant in 15/32"plywood. Uplift load of 107.9 psf @ fastener spacing of 4"o.c.with structural sealant in 19/32"plywood. 7271.8 MasterRib Min 26 ga.,36"wide through fastened panel over 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationikeoortC1999 16.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-114.3 Evaluation Reports Other:Uplift load of 61.8 psf @ fastener spacing of 30"o.c. FL7271 R3 AE EvaluationReportC1999 16•pdf and 114.3 psf @ fastener spacing of 24"o.c. Created by Independent Third Party:Yes 7271.9 MasterRib Min 29 ga., 36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 17.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure: +N/A/-113.1 Evaluation Reports Other:Uplift load of 45.0 psf @ fastener spacing of 24"o.c. FL7271 R3 AE EvaluationReportC1999 17.pdf &113.1 psf @ fastener spacing of 12"o.c. Created by Independent Third Party:Yes 7271.10 MasterRib Min 29 ga.,36"wide through fastened panel over 15/32" thick plywood or 7/16"thick OSB Limits of Use Installation Instructions - Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 18.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 18.odf Created by Independent Third Party:Yes 7271.11 MasterRib Min 29 ga.,36"wide through fastened panel over nom. 1"x 4"furring and 15/32"thick plywood or 7/16"thick OSB Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReoortC1999 19.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-114 Evaluation Reports Other:Uplift load of 71 psf for Fastener Pattern 1&114 psf FL7271 R3 AE EvaluationReportC1999 19,pdf for Fastener Pattern 2 Created by Independent Third Party:Yes 7271.12 ML200 Min 24 ga.,max 16"wide standing seam metal panel with double lock seam over metal deck. Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 20.pdf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-116.0 Evaluation Reports Other:Uplift load of 71.0 psf @ clip spacing of 36"o.c.and FL7271 R3 AE EvaluationRer)ortC1999 20.1)df 116.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes 7271.13 PBR Min 26 ga.,36"wide through fastened panel over 15/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReportC1999 21.1)df Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-52.5 Evaluation Reports Other:Uplift load of 52.5 psf @ fastener spacing of 12"o.c. FL7271 R3 AE EvaluationReportC1999 21.Ddf Created by Independent Third Party:Yes 7271.14 SL175 Min 24 ga., max 16"wide snap-lock standing seam metal panel over metal deck. httns://floridabuilding.orL/-or/nr ann dtl.asnx?naram=wCTF,VXOwtT)nvtFPVw(1FF.]OVR5C`T 7/1 V')01 S Florida Building Code Online Page 4 of 4 Limits of Use Installation Instructions Approved for use in HVHZ:No FL7271 R3 II EvaluationReDOrtC1999 22.odf Approved for use outside HVHZ:Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant:N/A Created by Independent Third Party:Yes Design Pressure:+N/A/-86.0 Evaluation Reports Other:Uplift load of 63.5 psf @ clip spacing of 36"D.C.and FL7271 R3 AE EvaluatlonReoortC1999 22.Ddf 86.0 psf @ clip spacing of 12"o.c. Created by Independent Third Party:Yes Back Next Contact Us::1940 North Monroe Street,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: k+CCttCs' Ott:rsct�" httns://floridahuilding.org/nr/nr ann citl.a.qnx?naram=WCYF.VYOU4T)nlrtF.PvXxlntiFInvcC%('t 7/1 IVIM S yuw.wx...a.w.u.�.u•auyr..u.a u.u.a.m.nr....,vrr'+.4•...unr�..wa�.n..�.n����nm.•.x.nw,w..w..aw�.�.a...nnw..�.wrw4�•'T•'n., 'xen......•�v•a.♦wlwnxwn�wvv.vxxigwvx•ww�rxxr•rvvq•:vrorv�•wrrw�•+yr�r„w.nr.•Y-Mx•-w WT�.r•��•.•—�v� r yy f �r� n saft { • d&wadag�te►gsnjs,�� �a saw�otde�q a� 66 /arn tt6/3{ yo�y `OAV 2010 N.9jZi Orw#Among louapsalw+d e€pola t a.qa`uv tvx3*s o"I,(016) :Iva &O st;(016) :auogdepj. OZ 3N°viva 6..tZ k •v•a Autodmej 90PAMuZ)Qojun O"NUOU1 • car-"'ILUqA VW NO 6Zs 3o INOM NOI,I VaWA3 b9/19 3JVd ONI 00 Aldd1S oav ELZO69OLZL 90:0t 9IOZ/9t/LO 07/16/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 02/04 FL 7271.11-R3 C1999-19 3.20.15 Page 2 of 3 Manufacturer: Union Corrugating Company Product Nance: MasterRib Panel Panel Description: 36"wide coverage with 3/4"high ribs at 9"o.c. Materials: Minimum 29 ga., 80 ksi steel. Galvanized coated steel(ASTM A653) or Galvalume coated steel (ASTM A792) or painted steel (ASTM A755). Support Description: Nom. 1" x 4" (min) lumber at max. 24" o.c. (Must be designed by others) Support Attachment: (1)49 x 3"long wood screw into rafters spaced at max 24"o.c. New Underlayment: Minimum underlayment as per FBC 2014 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlaytnent: One layer of asphalt shingles over one layer of 930 felt.For reroofing (Optional) construction only. Deck Description: Mir,7/16"thick OSB deck or min. 15/32"thick APA rated plywood or nun. -1/4' thick wood plank (Hain SG of 0.42) for new and existing constructions.Designed by others and installed as per FBC 2014. slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 71 psf for Fastener Pattern 1 (Factor of Safety=2) 114 psf for Fastener Pattern 2 Panel Attachment: #9-15 or #10-14 wood screw with washer. Fastener shall be of sufficient length to penetrate through the support and deck a minimum of 3/8". Pattern 1 a@ 9"o.c.across panel width Pattern 2 @ 5.5"-3.5"-5.5"o.c.across panel width Sidelap Attacbment: '/."-14 x 7/8" long SDS with washer@ 24" o.c. Recommended for (Optional) roof slope less than 3:12. Test Standards: Panel assembly tested in accordance with ASTM E1592-01 `Test Method for Structural Performance of Sheet Metal Roof and Siding Systems by Uniform Static Air Pressure Difference' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. Code Compliance. The product described herein has demonstrated compliance with FBC 2014 Section 1507.4 07/16/2015 10:05 7278634273 ABC SUPPLY CO INC PAGE 03/04 FL 7271.11-R3 C1999-19 3.20.15 Page 3 of 3 Product Limitations: Design wind leads shall be determined for each project in accordance with. FBC 2014 Section '1609 or ASCE 7-10 using allowable stress design. The maximum fastener spacing fisted herein shall not be exceeded. This product is not approved for use in the High Velocity Hurricane Zone. Fire classification is not within scope of this Evaluation Report. Refer to FBC 2014 Section 1505 and current approved roofing materials directory or ASTM E1081UL790 report: froze as accredited laboratory for fire ratings of this product. Supportuzg Documents: ASTM E1592 Test Report ENCON Technology Inc. C1.811-1,Reporting Date 11/30/11 FM 4470 Test Report ENCON Technology Inc C1583-2,Reporting Date 7/24/08 ,V.f SIDELhP FASTENER PANEL FASTENER EXISi1NG SHINGLES NOM. 1" X 4' LUMBER FOR ROOF SLOPE Zrig-3.5 OR #10-14 (OPTIONAL) 0 24' O.C. (MAX-) LESS THAN 3:12 ® 9" O.C. 444 EXISTING UNDERLAYMENT \—OSB 7/16" THICK (MIN.) OR (OPTIONAL) 7PLYWOOD 15/32" THICK (MIN.) �9 X 3" LANG WOOD SCREW MIN. 2X— WOOD RAFTER/JOIST/ FASTENER PATTERN TRUSS AT W. 24" O.C. SIDELAP FASTENER PANEL FASTENER EXISTING SHINGLES NOM. 1' X 4" LUMBER FOR ROOF SLOPE Jf9-15 OR #14-14 {OPTIONAL) 0 24' O.C. (MAX.) LESS THAN 3:12 �0 3.5'-5.5' O.C. a � EXISTING UNDERLAYMENT OSB 7/16" THICK (MIN.) OR (OPTIONAL) PLYWOOD 15/32' THICK (MIN.) rpa LONG W WOOD SCREW FASTENER PA/� pp��� MIN. 2X— WOOD RAFTER/JOIST/ �L?UERN 2 TRUSS AT MAX. 24" O.C. 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLURIDA BUILDING CUDE (FBC). ALLOWABLE UPLIFT PRESSURE 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS g SPECIFIE➢ ON THIS DRAWENG. 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS FASTENER PRESSURE PANEL SYSTEM MAY NOT BE INSTALLED WHEN 'THE REQUIRED DESIGN WIND LOADS PATTERN (PSF) ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 4. ALL FA5FENERS MUST BE IN ACCORDANCE WITH 114IS DRAWING & THE FLORIDA 1 71.0 BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM � 'REQUIREMENTS OF THIS DRAWING & THE CODE. THE CODE SHALL: CONTROL. 2 114.0 � 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS �81'11 REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBIUFTY OF OTHERS. �ljl I 4/4' 35' pm +yaia i MASTERRIB PANEL PROFILE f 1 M1Mmum 29 Gauge, IA[n[mum Yie[0 - $0 KS I I