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HomeMy WebLinkAbout125 Laurel DrCITY OF RD 27!:1 VBUILDING & FIRE PREYNOON PERMIT APPLICATION lication No: Documented Construction Value: $ Job Address: IR6- LAIR /Pie. Historic District: Yes No Parcel ID: 0//6 Residential Commercial Type of Work: New Addition Alteration Repair Demo Change of Use Move Description of Work: 11,EWw&*c -,0w7a, erY&r- fclST/,G` Sy in/Gl s o2tl, sQ"&e Z l : !Z S(Q.2g Plan Review Contact Person: N i!( Title: Phone: r'-&'2 ZO j Fax: '161,eM -&N(4 Email: - Property Owner Information Name _ CIE /U/G,[,t(!G Phone: '(10- 41r%- 7q6 Street: `e25' Resident of property? : ES City, State Zi :jt164wA6W FneO Ems, Contractor Information Name // D Phone: {d r% ZQD -G2o3 Street: 46bl & ANOW-4. i6- Fkwg Fax: ell? - 29d- 00 City, State Zip:((,b 3=6 State License No.: _ram d33'!D 9 Name: Street: City, St, Zip: Bonding Company: Address: Architect/ Engineer Information Phone: Fax: E- mail: Mortgage Lender: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY 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 RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be inscribed with the date of application and the code in effect as of that date: 5111 Edition (2014) Florida Building Code 77 Revised: June30, 2015 Permit Application I Ov i R NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance wit4k all applicable laws regulating construction and zoning. S ent Wate Sig re of Contractor/Agent Date 4x4l,e yez" Name If Print Contractor/Agent's e Date o Pav °pB C. A. DOYLE MY COMMISSION # EE 222802 EXPIRES: September 11, 2016 1nr7rEQF Fx.610 Bonded Thru Budget Notary Seavices Owner/Agent is _Personally Known to Me or Produced ID Type of ID Signature ofNotary-State of 1Vorida Date OtP; :'!'e. C. A. DOYLE MY COMMISSION # EE 222802 EXPIRES: September 11, 2016SIM."'.041 Bonded Thru Budget Notary Services Contractor/Agent is --Personally Known to Me or Produced ID Type of ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building [< Electrical Mechanical Plumbing Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps. Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: FIRE: COMMENTS: Flood Zone: of Stories: Plumbing - # of Fixtures. Fire Alarm Permit: Yes No WASTE WATER: BUILDING: e• •t Revised: June 30, 2015 Pennit Application PRESTIGE METAL ROOFING 6061 Cinderlane Parkway, Suftc IrX) Orlarxlo, F132810 FILALL Camuanors License CC.C:Oj3709/ t:C U581G' Contract Amount $ Qici Down Payment $ 3Lo o Total Balance $ 61 10 io Toll Free (888) 807 6511 • Fax (888)907-8827 6% D FLviS 2. IANe the owner(s) of the premises mentioned below, hereby engage and hire you as the contractor, to furnish and install all necessary materials and labor, to install, construct and place the improvements according to the following specifications, terms and conditions, on and in the premises below described which we warrant and represent that we have good record title as to owners in our name. Owner's Address Des rtption of work to be done and materials to be used: Remove xlsting eave drip from perimet r of home and replace rotten wood where deemed necessary by contractor. Up to = sheets of plywood and/or lUi linear feet of lumber. (Additional plywood @ $100 per sheet, lumber @ 5 per linear foot). Install synthetic vapor/water barrier on entire sloped surface of roof. Remove and replace/discard existing skylights. Remove existing off ridge vents,, urbine vents from roof surfaces and sheet holes. Install 01\ gauge metal roof s stem on entire sloped surface of roof including flash- J ings, eave drip, square vents, and ridge caps. Color to be: J 9 r Obtain all necessary building permits. ' ii— Remove construction debris from job site. Furnish lifetime labor an year manufacturers rppaterial warranties. Down payment of $ received / and balance of $ o q due upon completion of described work. When required or requested: 10 N Remove existing roofing material from surface of roof and renail decking. Install Radiant Bubble on entire sloped surface of roof. Install 20 gauge metal purlins; 1" EPS insulation with Radiant Barrier and taped seams on entire sloped surface of roof a Vent ridge of home after installation at home owner's request for up to 1 year after completion date. Vent ridge of home at time of roof installation. Owner shall be responsible for removal and re -installation of any solar heating panels and satellite dish receivers. Work not to be done All of the above dick boxes and the %vodr riot to be done' section have been reviewed and explained to me. T__ Contractor has public liability insurance. AS sub-contractom have cartificato of Insurance or exemption, at the time services are rendered. The undersigned contractor agrees to sell and the undersigned buyer(s) (pinny and severalty, F more than ono) agrees to purchase the above described goods and services whia are to be hanishad or used in the modem¢atlon, rehabilitation, repair, alteration, or Improvement of the real property located at buyers address given above, Prestige Metal Roofing reserves the right to assign this contract W another Licensed Contractor at its discretion. y Approximate Completion Date ` (aApproximateStartDate NO WORK WILL BE CONSIDERED UNLESS HEREIN SPECIFIED, NO VERBAL AGREEMENT RECOGNIZED Notice to Owner A. Do not sign this home improvement contract if blank. B. You are entitled to a copy of this contract at the time you sign. Keep 8 to protect your legal rights. C. This home improvement contract may contain a mortgage or otherwise create lien on your property that could be foreclosed on if you fail to pay. Be sure you understand all provisions of the contract before you sign. D. This contract Is subject to review and approval by management of Prestige Metal Roofing and Is not valid until approved. Construction Industries Recovery Fund Payment may be available from the Construction Industries Recovery Fund if you lose money on a project performed under contract, where the loss results from specified violations of Florida Law by a State-Liconsed Contractor. For Information about the recovery fund and filing a claim, contact: Florida Construction Industry Licensing Board clo 1940 North Monroe St. Tallahassee, FL 32399.0783 (904) 727 6530 Accoptnnco - The prices, specifications, and conditions are satisfactory and are heroby accepted: You am authorized to perform the work as specified. Payment will be made as outlined above. Notico of Right to Cancel Contract You the buyer may cancel this transaction at any time prior to midnight of the third business day after the date of this transaction. See the notice of cancellation form for an explanation of the rig on the back the form. f 2 Buyer DatE ` L J 15 Agent Da1,1AIS ) Co -Buyer IV Date Buyer acknowledges receipt of this contract immediately upon the execution hereof. Florida Contractors License X CC C0337091 CG C068169 No verbal agreements will be honored. Items ordered must be on contract 11111H 11111,111i9 W101 Wli i5di 111h 101 Yra. u. 4l • 11 J i. • ' • MARYANNE NORSEr SEMINOLE COU14TY CLERK OF CIRCUIT COURT & COMPTROLLER BK U1531 Ps 982 (1F'ss) CLERK' S a 2015092151 RECORDED 08/20/2015 02 a 4•,.5:3.6 F NRECORDING FEES $10.00 RECORDED BY hdevor,-: T- FolioNc NOTICE OF COMMENCEMENT The uffi Statues, hee notice Umt information is provid e i h illbe made to amain real property, and in acoordanoe with Chapter 713.13 FloridaStatues, the followingprovided in the NOTICE OF COMMENCEAfEWq. 1. DFSCR1rnOONOF PROPERLY (Legal dmcriPdm $ street address, if available) TAX FOLIO NO.}+! SU8DMSIOW++1J V R.1W6CRL1ST gL 2) TRACT .LO`r 1V BLDG UMT lar LGLue? eL `,0 32773 2. G ON OF D&MOVENIM: Leant' z 3. OWNERRGVRMATION: • aNme= b.Address 7 tj tif,p eaG P JI}riQ ' a—lnterat S lip°: f_t OWh E2 d Nameandaddreexoffeoaittepletitleholder ifotE=dmmowW) 4. CONTRACToR's NAME, ADDRESS AND pgONE NUMB 5. SORr.ws NAME AND PHONE NUMBER AND BOND AMOUNT: 6. LEMER'3 ANDYSONENUMBEW 7. Idetrtity of persons within tleo State of Florida designated by Owner provided by Section713.13 (1) (a) 7., Florida Start tes: r whom noticr^s °f other documrems may be served as NAhIF,ADDRESS,A/ ND ONENUMBE.R: r 8. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice ss provided in Section 713.13.(]) (b), Florida Statutes NAME, ADDRESS AND ONE NUMBER: 9. Expiration date of notice of commeneenent (the expiration date is 1 year from the date of specified): 20 recordingunlessa different date is UoderPauldes of *uzy, I dmlara then I hive read the foregoigg and that the facts in ham true to the Lest cd' airy lmowledgo and betief(Section 92525,Flcdda Sutff s). A d zp a ofOwneror &Mi-twLa UdProvide Owner's AuthorizedOificer/DirectorMar•tner/Manager Signatory's Title/Office State of Florida County of Tho fbre]g/ oin tnnent was acknowledged bcf,ore we this3 day of c.0 w,_r 20 By J I'' A `" a a. W EG w. a a.l+- as 0 d,.f n a-r— For (name of person) ( tYPe of and o ty,.., e.g. officer, trustee, attorney in fact) name of onbehalfowhominshvmeMwasexecuted) Personally (mown or produ0ed the f011o wing type of idrn64icatiosrrA-- Nmary art ei• r P^ Notary Public State of Florida i ( O Benjamin Fleming OPY ARY NN ORSEMy CommisslodEE Expires C829414 REO C KO HEIRCURTA MPTR OF E PLLERSMINOLOU LORIDA rtttr,,"` BY _ -- -- - DEPUTY CL F1U U Z O ZO 1 v SCPA Parcel View: 01-20-30-517-OD00-0110 i http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=O 120305170D000 110 t-0d John3on, CFA PROPERTY APPRA[5ER SE/rr,0'S COUtJtY, FLORIOA Property Record Card Parcel: 01-20-30-517-0 D00-0110 Owner: MC CORMICK MELANIE E Property Address: 125 LAUREL DR SANFORD, FL 32771 Parcel: 03-20-30-517-0D00-0110 Property Address: 125 LAUREL DR Owner: MC CORMICK MELANIE E Mailing: 125 LAUREL DR SANFORD, FL 32773-5463 Subdivision Name: SOUTH PINECREST Tax District: Sl-SANFORD Exemptions: OD -HOMESTEAD (2003) DOR Use Code, 01-SINGLE FAMILY Legal Description LOT 11 BLK D SOUTH PINECREST PB 10 PG 10 Taxes Value Summary 2015 Working Valdes 2014 Certfed Values Valuation Method 1 Cost/Market Cost/Market Number of Buildings Depreciated Blig Value 1 41,864 1 I$40,581 Depreciated EXFT Value j $4,201 j $4,267 Land Value (Market) i $12,000 11,944 Land Value Ag Just/Market Value Portabity Adj Save Our Homes Adj 58,065 6,263 56,792 5,401 Amendment 1 Adj l Assessed Value 51,802 5 3191 T Tax Amount wthout SOH: $551.48 2014 Tax BE Amount $508.83 Tax Estirnator TRIM Notte Help Save Our Homes Savings: $42.65 Does NOT INCLUDE Non Ad Vabrem Assessments Taxing Authority Assessment Value Exempt Values Taxable Value County General Fund 51,802 _ 26,802 25,000 School ------ 51,802 25,000 26,802 Ciy Sanford -- 51,802 26,802 25,000 S3WM(Sant Johns Water Management) 51,802 26,802 ? 25,000 County Bonds -- - 51,802 26,802 25,000 Sales Descrjuton Date Book Page Amount Qualified Vac/Imp WARRANTY DEED 6/1/2002 04447 0108 85,000 , Yes Improved I rno c omparaoe Saes wtnn cns SuDousion 1 Land Method Frontage Depth Units Unts Price Land Value LOT 0 0 1 ! $12,000.00 = $12,000 Building Information Description Year But Fixtures Base Area Total SF Living SF I Ext Wal Adj Value Repl Value Appendages - ActuallEffective i 1 1 SINGLE 1956 3 1,254 1,939 1,254 CONC $41,864 ; $71,258 FAMILY BLOCK Description Areaa OPEN PORCH 204 FINISHED I 3 UTILITY - - 1 UNFINISHED ; 81 I 1 of 8/17/2015 2:42 PM 1 RECORD COPY Page 1 of 4 y- I ---Lb ; ruuncaaons P FBC Staff 1 BOS Slte Map i Unks ° Search 1 Product Aooroval Menu > Prod;ict or Application Search > Application List > Application Detail REVIEWED FOR CODE COMPLIANCEFL # FL7271-R3 f Application Type Revision PLANS EXA4M1NER Code Version 2014 __- 1 f Application Status Aonrnvari DATE Product Manufacturer UNION CORRUGATING COMPANYAddress/Phone/Email 701 S. KING ST. FAYETTEVILLE, NC 28301 910) 483-0479 Ext 256 jstieby@unioncorrugating.com Authorized Signature John Stieby jstieby@unioncorrugating.com Technical Representative Address/Phone/Email SANFORD BUILDIN DIVISION A PERMIT ISSUED SHALL BE CONSTRUED TO BE A Quality Assurance Representative LICENSE TO PROCEED WITH THE WORK AND NOT ASAUTHORITYTOVIOLATE, CANCEL, ALTER OR SETkddress/Phone/Email ASIDE ANY OF THE PROVISIONS OF THE TECHNICALCODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT ate og ' REQUIRREQUIRING A CORRECTION OFTHEBUILDINGOFFICIALFRTHEREAFTERRoofing ERRORS IN PLANS, SubcategoryMetal Ronfinn CONSTRUCTION OR VIOLATIONS OF THIS CODE ompliance Method Evaluation Report from a Florida Registered Architect or a Licensed FloridaProfessionalEngineer0 Evaluation Report - Hardcopy Received g01LDIIIV6 lorida Engineer or Architect Name who developed Bala Sockalingam ieEvaluationReportSANFORD lorida License uality Assurance Entity PE- 62240 O'OgRTvt 6 uality Assurance Contract Expiration Date Keystone Certifications, Inc. 12/ 31/2020 3lidated By 1 YoosefLavi, P.E. # 5 - Z 6 6 9 91 Validation Checklist - Hardcopy Received ertificate of Independence FL7271 R3 COI CertificateInde en enc f ferenced Standard and Year (Of Standard) Ittps:// floridabuilding.Org/pr/pr app dtl.aspx?Daram=wcTpll vr), .r+,,,._.&.,- _-.,- ,,.r, Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved 7271.1 I2-1/2" Corrugated Panel Florida Licensed Professional Engineer or Architect FL7271 R3 Eauiv TestEauivalent 7271 UL odf FL7271 R3 Eauiv TestEauivalent C1999 19 odf Method 1 Option D 03/23/2015 04/08/2015 04/13/2015 06/23/2015 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-129.25 Other: Uplift load of 129.25 psf @ fastener spacing of 24" o.c. over 19/32" thick plywood 7271.3 iC1l F—'-44 i:'_; IBC+J tii USe{ y red' HVHZ. ,;+:,..;.•. Wou iY+:" Yri'ri ! e'er •' y°'+ {i. . ' t`Ite sr.s artt:"dV/A•;s ;x -'. _F_- F _ Pe5S171[.: fN U l ftoadoP6 `{ P ;, 6:3 ps>i,aenerr a'ckig,+ f ucs„^,•af.,'rof 5V 1mits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-52,5 Other: Uplift load of 52.5 psf @ fastener spacing of 12" o.c. ilnt;r . P120.9j 1;s@astfeovn4erNeassacasm 9@nyoffao;1 er; ,_; q at?, ern sf r€' Rt E = m,; Page 2 of 4 Min 26 ga., 24" wide through fastened panel with coverage width of 21-1/4" Installation Instructions EL7271 R3 II EyaluationReDOrtC1 99 9 pdf Verified By: Bala Sockalingam PE 62240 Created by Independent Third Party: Yes Evaluation Reports FL7271 R3 AEval ,ationRennrtC1999g r)df Created by Independent Third Party: Yes ed-panel over 15/32" 2240 Yes' _ 999 IO.odr" Min 29 ga., 24" wide through fastened panel over 15/32" thick plywood or 7/16" thickOSBInstallationInstructionsFL7271R3IIEval+ ationReP^HC1999 11Ddf Verified By: Bala Sockalingam PE 62240 CreatedbyIndependentThirdParty: Yes Evaluation Reports E-LZ-2711 R3 AEF`ra+„ ionReoor rigga ,1 ndf Created by Independent Third Party: Yes n? pan_el`'dyer 999_ ?_ '12'odf 2240 ty Yes: , 99: Y12 odf:: ' - • - _ _ t: ; Ye' s•: T L 7271.5 s -,,::r :- :y,, ,: ii';' 5V Min 26 ga,, 24" wide through fastened panel over 15/32" or 19/32" thick plywood Limits of UseApprovedforuseinHVHZ: No Installation Instructions Approved for use outside- HVHZ: Yes FL 71 R3 II Fvali,ar: o Impact Resistant: N/A 1 1 K_ 199 13 odf Verified By. Bala Sockalingam PE 62240 yDesignPressure: +N/A/-150 CreatedbyIndependentThirdParty: Evaluation Reports Yes tps://f7oridabi "ding-org/pr/pJ app dtl.aspx?param=WGFVXn,txrfnn.,+r.,lr---n p,.<.,. _ _- -- a Page 3 of 4 Other: Uplift;load of 150 psf in 19/32" thick plywood for FL7271 R3 AE EvaluationikeportC1999 13 oafFastenerPattern2CreatedbyIndependentThirdParty; Yes Z27-1 '+ xc'F:.,. yN' .r. '=-.'i.`•f±'`:._.•t- vsrw','= -' r•FA- 7- b- fO dned.: ra'I+ ti;l! t'a ` c. t:! 1y.',vl,i' l( cFv STO)r_.IIfA:' 1,* F4 I'73'.`.':.*:;.'" -• pahel ove r 7716"Hr•7s;'-J• Vic' ('tl7i j'(clFil O, Od.•. m-.pW, Stgi..,.:.,,;' Y,aN : lse:!r', i+j:r• .', 1'S J Akij, I'`n i'i-•:• :,e,,,"Yi yp'y: Iiri}':t.f:.:w..i: r; .r:..•- I,t:i iproved'fo .use:ln HV.HZ.f Nor rol:i ,.F •.Y itkt a am;a , 1 ;xt Ff?72.71i Rrsb ela ribrtC1999' li eAutsle -1i " 'y'^ 14 odf AI?Proeitrst[:,:Yes I at,rr.en>ied_ a' s ". iv: 1 _ By,,,-BaZSoc alln dii p ;G224D I?>3P,actResl t::N/A' x r N , iii ,J,, > a':; .:, r,. ; tz^ ra _" "rr , o:.: s ;Y:*• C. et?Siglr Pres ure: ; F'N/A%: l ' iA y`i ,:. : ' # j,„,AS r - :; Yes': o' r: r• -TrT. y"'•FI::?.Fiv„tiF.:k(«:;lI t10IY, Q,1.af.„.i ''. f tlier: lljif¢C`oad;of 52:5rp faste s aci :.of r i- -s; :i• , r *rrs '•A rra< 9 6'•:, i7:C:e s 1' R3+ 4 F 11.1 1'..`ar'W3F'.;,^:?:.:i and: u lift;lo ?Of4112.5 'fa "t .*•' r r aqua ortReoortC1499' ndf I P, ,^ P-,, 5,@t. tl'e rsaciD9:of:6'i o.e;C,at d„b'neen La " $. aa,.. Yi. derSh Thirt Pdr{y: Yes WJY}l,'Stf.•UCiltfa5 slant: = i:t.> :4i' ;1••, .• PLs•t rt tq^ i i .<. µra.cnit . a F e. 4m ''=Fi:}'';i.li;lrlA r'n,:.•t„ ;ti i. ,;,#.:3'f..t. . 1::•`tn v•.nYI„F,jiJZ^.a,+yL•e :[yi;a!A•i?d'.,','", :7 , r:- ;.iir. 5 rt,!'r ill't:n• :55' ar..3°n,i4.,l4h.irfi?{:.: '.(. .-. _ 7271.7 Advantage-Lok II Min 26 ga., 16" wide concealed fastened panel over 15/32" 19/32" thick plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL7271 R3 II Evaluation Repo rtC1999 15 pdf Approved foruseoutsideHVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: No Created by Independent Third Party: Yes Design Pressure: +N/A/-107.9 Evaluation Reports Other: Uplift load of 59.4 psf @ fastener spacing of 6" o.c. FL7271 R3 AE Evalua ionReaortC1999 15 n r in 15/32" plywood. Uplift load of 97.5 psf @ fastener spacing Created by Independent Third Party: Yes of 6" o.c. with structural sealant in 15/32" plywood. Uplift load of 107.9 psf @ fastener spacing of 4" o.c, with structural sealant in 19/32" plywood. s, ... ;,.. VY, _ •' . ne : p a over: l9 32 t'; •jar: 1SSE` T" n.i, ur _S Fi:$L i 1:1i.•..' •., h ,,y., I {•,W'.. Y(II.•'^ i"• .... tt „ r- YF( jv'^d jai l a' -r' yV• ua..,i.,M Ti,i,{,{LFt.•`r.1>I{. C-• >ri11'^''. trati"i 4iGN4('F: F, W:'•},•'': .a,rl•_ ^(• ..: ,•:. i;; ,v..,° Y7':•; Eva'I©riR rt - 9.9:16: d y=; etl Byiaa 1(,+ ;—# s #: edc bYr p i Pa p,tip'. of.30; Ari-,;I'=; j•d, tiypf, epe l` '• f. • 7271.9 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywoodLimitsof Use Installation Instructions Approved foruseinHVHZ: No FL7271 R3 II Eva! ra*IonReoortC1999 17 odf Approved foruseoutsideHVHZ: Yes Verified By: Bala Sockalingam PE 62240 Impact Resistant: N/A Created by Independent Third Pa Design Pressure. +N/A/-113.1 Evaluation Reports rtY: Yes Other: Uplift load of 45.0 psf @ fastener spacing of 24" O.C. FL7271 R3 AE EvaluatlonReoortr i aa9 17 adf 113.1psf@fastenerspacingof12" o.c. Created by Independent Third Party: Yes 7275.'1ti'.= wti Ivlaeta a rti;;i :• a;c xx..,a.::' :F: = r,: sir. %. -K- is ,F:' # 1,y,: a' •r '' ' '._t,,:;'.ci-.; .+t^.yr a >7i z. 9 ai;S [d ". iiL'0t3 .7fct+. _ hrf=a,;,, . ^,.-,F,1._r-,:._ :-,, r' z` - . ,3 -Y:'r...•, i eR@drpariel over'i'S/32,! c '3- t.'' z?kr' r_.2:,..F-; tis,: •'::'w,.t' 'i?!I WOQ,O st/.':,"t i,i,''Q ra.,'+::.`.J=. ry.`- y,j;• l T;r. ai 11TT" riTL -..,fir-. r Y. - .,, IIt,HVFZ: r Ayuiiyj rr e p, .' ' .t] ? tt llatio rt n u•., ii.T:7ii's"i. t. 1JYL'Thl#`ii r 4':,_ i=jifil:t•F '1•.i ,RQ11 S y 7.'1. •T {4,.. 1. i' soil 4 h rF -T•s.,t__-RIrEattnarril2'e"F '. F.,.. tsiae 1 VfiZ I _. ci C]J95.18. -1 es_-._, {''` 1/ttied 6' r li{i"airi PI= 62240 N/Arr. NS2 T-,;; r'i : :_'.:" ;I' •Cre,ii; Eiyrr i''rd:4Pdtty:. s« • arlf;'y i _,yx tT acing ofI'm.-r;t A - ,}tr_ r: Nit• ; :: 2%1...:• 9. 4-18.'df n 7271. 11 ' 1'dyPa''"° . Yes.:••' - MasterRib Min 29 ga., 36" wide through fastened panel over nom. 1" x Limits of Use 4" furring and 15/32" thick plywood or 7/16" thick OSB Approved for use in HVHZ: No Installation Instructions Approved for use outside HVHZ: Yes FL7271 R3 II EvaluationReoortc 7 agg 19,odf Impact Resistant: N/A Verified By: Bala Sockalingam PE 62240 Design Pressure: +N/A/-114 Created by Independent Third Party: Yes Other: Upiift load of 71 psf for Fastener Pattern 1 & 114 psf FL72711R3 AE or FastenerPattern2ERepovauationReortC1999 19. df Created by Independent Third Party: Yes L20Fw•f! ^" 4^t: ,Y,,i F«iti tie- r=:'-"s,.,... z;'-, Y.1iL} w•= • :SS T..: __r, T;,<<ir: i;;:,r - xd:arjdi>1 seam'°rriefat;panel with c{iib?eoICsear¢e c „ b`•rakiT. i. u. J.:F,t,: i PA'4"S4 .. M._ . - -••r k c? ta?. tf Y T'. T11; :_,' •:.... - _ _ Wt •, " I' LV.. -,•O':rr'ai';,,, '-.: xSYT_sr: -; outs:» cY es t:s.>' !', :: ''r,`-'.; rF.; e y<7 j: tli r• #;"•",i;;:•:.,.:•;. _ , d•- _..,w,, tRebo 99• 20.ridf+' laps://ftoridabuilding. org/ a dtl • • - J.r. r.. .«;.`w; T: e...ga Cca?r;;rR 6z2an,: .:... - ... - Pr/PPP_ aspx?param=wGEVXQwtDQvtEeYwt1 R?nvc r_i+rr,_n, i 71os n cl3 "sY`'acri'. ,.:.• ; p.. in Qf' 'Z" s • r< Yes . Page 4 of 4 r_,.7•-_ - .; r^-r•.• g. . YO.:CJa.'1 _ •.r G - .__.. ......-ur •t.Lr•a. r'- y ..an'+Y'r.G 'i'.• ':r> i '•? I:ed;6 - e eR"d-` r dh' r-: ? Ord: Partawu , ..y;,;l'es 7271.13 PBRff n 26 ga., 36" wide through fastened panel over 15/32" ck plywood Limits of Use tallation InstructionsApprovedforuseinHVHZ: 7271 R3 ii EvaluationReoo C 199 1 r riiApprovedroruseoutsideHrifiedBy. Bala Sockalingam PE 62240ImpactResistant: N/Aeated by Independent Third PaDesignPressure: +N/A/-52.rty: Yes Other: Uplift load of 52.5 psf 7271 EvaluaEvaluatt Ron Re 3 AEEvartC1999 21. cif on Rep ated by Independent Third Party: Yes ter j t;- . ,r {irytk : ', y..r ' r, , x7? V, r"r"IrY:;; t af'.• 'x rxT_ r.- i.;, -•, . r,$ c,:,.i,. s.,. , • r......r:,.: .: x,# i, ri,,s.,;nyd' jFe,-^> r ,5pf;; ia iiGiie3',Lx-4.a„p. : e=a; c.," ku Stand airi9'seam •mefal ItS :1.15 d v _r ; ,• • +_i: J ' I yr Via., • ... _ s;. a ?r13§; ,.-•; . r,. ... , k::A','.'"' . f, r- '-r?,, liifA' wk.;fr-'!•'.`•?c• Y°:xTi•nsfrt itF,^t,.i,''r:-'sinHVHpa ;', 1,•`a,- ,'?f'•'+s+ita+ li a"'. t i:`o..'tr'.3-rI•++l^rf-+,s"-.t`_frS- zi: i,' , o..n•L?srora iRf..'J.r>n:'>".,-,t.;•r-.* r-.ri7r1t.:9.;,9'.' 9... 22 odf ' w 1i k drifleBiactResist tt,lU/A•:-ri= ;w ; ;,< i.sx:;r,'` _ = ,.. KraSoWril-Cdl}nga' 'RE 6224' F,,td`t yrJ a sLtden pa ': • - M na N A/ r0 . rri :x'•. F_;t : Ff %Y.es..'. pift, tif 63.5"} c:' 'a:. ,.:;a•t::;i';',:', -r .r: _ Kw _ r l«'„ x+:s: ",.T 4 ` 3CL ted ,.,.,,.c d aF . a d`rtC1999 2'2 nrif 1s tT% .,, pendent-Thi;d,.P? es Y Sack; NezF Ponta :: 1240 North Monroe St* t r n . ap 32399 Phone: 850 487-iR7a The State of Florida is an AA/EEO employer. Sooyriaht 2007-2D33 cram r F lorid<y ;; Privacy Statement :; Accessibility cra,.,,,o„ .. electronic mail Under Florida law, email addresses are public records. If you do notwantyour a malt address released in response to a public -records request, d- d Section 455.275() Filorida St tuteInstead, s, effective October 11, 2012, licenseeslicensedunderChapter455, F.S- must provide the Department with an email address i they have one. Tho emails provided may be used for official communicationwiththelicensee. However email addresses are public record. If you do not wish to upply a personal address, please provide the Department with an email addresswhichcanbemadeavailabletothepublic. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: ON ® 0913scanamS://floiidabW1ding.org/pr/ pr app dt"' P'?para-Ul IVGEVX Qw1: DgvtEeYw()FRinvccf-1..vim,---,n,,., _. EVALUATION REPORT OF UNION CORRUGATING COMPANY 19 GA. MASTERRIB PANEL' FLORIDA BUILDING CODE 5TH EDITION (2014) FLORIDA PRODUCT APPROVAL FL 7271.9-R3 ROOFING METAL ROOFING Prepared For:. Union Corrugating Company P. O. Box 229 Fayetteville, NC 28302 Telephone: (910).483-0479 Fax: (910) 483-8897 Prepared By: Bala Sockalingam,, Plib.y P.E. Florida Professional Engineer #62240 1216 N Lansing Ave., Suite C Tulsa, OK 741.06 Telephone: (918) 492r5992 FAX: (866) 366-1543 This report consists of Evaluation Report (3 Pages including cover) Installation Details (I Page) Report No. C1999-17 Date: 310.15 FL 7271.9-R3 C1999-17 3.20.15 Manufacturer: Union Corrugating Company page 2 of 3 Product Name: 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 (ASTMA755). New Underlayment: Minimum underlayment as per FBC 2007 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: Optional) One layer of asphalt shingles over one layer of 430 felt. For reroofingconstructiononly. Deck Description: Min. 15/32" thick APA rated plywood or min. W thick wood plankminSGof0.42) for new and existing constructions. Designed byothersandinstalledasperFBC2014. Slope: 1/2:12 or greater in accordance with FBC 2014 Section 1507.4.2 Design Uplift Pressure: 45.0 psf @ fastener spacing of 24" o.c. Factor of Safety = 2) 113.1 psf @ fastener spacing of 12" o.c. Panel Attachment: At panel ends 9-15 or #10-14 x 1.5" long wood screw with washer At intermediate @ 5.5"-3.5"-5.511 o.c. across panel width @ 9" o.c. across panel width Sidelap Attachment: 1/4"-14 x 7/8" long SDS with washer @ max 24" o.c. Test Standards: Roof assembly tested in accordance with UL580-94 `Uplift ResistanceofRoofAssemblies', UL1897-98 `Uplift Tests for Roof CoverinSystems' and FM 4470 Section 5.5 `Resistance to Foot Traffic'. g Code Compliance: The product described herein has demonstrated compliance with FBC2014Section1507.4 Product Limitations: Design wind loads shall be determined for each project in accordancewithFBC2014Section1609orASCE7-10 using allowable stressdesign. The maximum fastener spacing listed herein shall not beexceeded. This product is not approved for use in the High VelocityHurricaneZone. Fire classification is not within scope of thisEvaluationReport. Refer to FBC 2014 Section 1505 and currentapprovedroofingmaterialsdirectoryorASTME108/UL790 reportfromanaccreditedlaboratoryforfireratingsofthisproduct. Supporting Documents: YJL580/ UL1897 Test Reports Farabaugh Engineering and Testing Inc Project No. T128-08, Reporting Date 2/29/08 FM 4470 Test Report ENCON Technology Inc C1583-2, Reporting Date 7/24/08 FL 7271.9-R3 C 1999-17 3.20.15 Page 3 of 3 SIDELAP FASTENER 1/4"-14 X 7/8" LONG PANEL. FASTENER EXISTING SHINGLES 24" O.C. #9-15 OR #10-14 X 1.5" LONG (OPTIONAL) WOOD SCREW WITH WASHER. SPACING PER ALLOWABLE PRESSURE TABLE.Ir EXISTING UNDERLAYMENT OPTIONAL) SIDELAP FASTENER 1/4"-14 X 7/8" LONG 4" EXISTING UNDERLAYMENT OPTIONAL) FASTENER PATTERN @ INT RME IATE LOCATIONS PANEL FASTENER 9-15 OR #10-14 X 1.5" LONG 5.5"'-3.5" O.C. ACROSS WIDTH FASTENER PATTERN @ PANEL ENDS rENERAL N^ - 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THEFLORIDABUILDINGCODE <FBCX 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE ASSPECIFIEDONTHISDRAWING. 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THISPANELSYSTEMMAYNOTBEINSTALLEDWHENTHEREQUIREDDESIGNWINDLOADSAREGREATERTHANTHEALLOWABLEWINDLOADSSPECIFIEDONTHISDRAWING. 4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDABUILDINGCODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUMREQUIREMENTSOFTHISDRAWING & THE CODE, THE CODE SHALL CONTROL. 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS ASREQUIREDFOREACHAPPLICATIONANDARETHERESPONSIBILITYOFOTHERS. 36' MASTERRIB PANEL PROFILE Minimum 29 Gauge. Minimum Yield = 80 KSI PLYWOOD 15/32" THICK (MIN.) EXISTING SHINGLES OPTIONAL) PLYWOOD 15/32" THICK (MIN.) ALLOWABLE UPLIFT PRESSURE FASTENER PRESSURE SPACING (IN) (PSF) 24 45.0 12 113.1 L) U 3/4' Page 1 dialst" if7l Ll I BCIS Home i Log In j User Registration { Hot Topics Submit Surcharge { Stats & Facts { Publications j FBC Staff ; BCIS Site Map links Search ` BSines' Drofe551 t"IQI *USER: Product Approval f Public User fiegulatoorl Product Approval Menu > Pr a k or Aoolication Search > Application I ist > Application DetailI - FL # FL12512-R3U.ra px Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence Referenced Standard and Year (of Standard) AlphaProTech Engineered Products, Inc. 301 S. Blanchard St. Valdosta, GA 31601 229)242-1931 bhayden@alphaprotech.com Bruce Hayden bhayden@alphaprotech.com Bruce Hayden 301 S. Blanchard St. Valdosta, GA 31601 229)242-1931 bhayden@alphaprotech.com Daniel LaFace 301 South Blanchard Street Valdosta, GA 31601 229) 242-1931 Ext237 dlaface@alphaprotech.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a LicensedFloridaProfessionalEngineer A Evaluation Report - Hardcopy Received Zachary R. Priest PE-74021 RADCO, INC. 07/02/2016 Locke Bowden f Validation Checklist - Hardcopy Received FL12512 R3 COI APT15001 2014 FBC Lind e meats ESR. -FINAL. I;f Equivalence of Product Standards Certified By L ttDS://floiidabuildiniz.ora/pr/Dr anD tid-asi)x?r)araM=WCTFVYOtxrrn„<,r,,A4—OTT,TTATA, L r rrtlr r —r— T—r -r Page 2 of 3 Sections from the Code esses are public record. If you do not wish totps://Dolidabuilding.Org/pr/pr app dll.aspx?param=wGEVXQwtDgvG4Atv8Ual4ciT4A Date Pending FBC Approval ggiPyy11,, iiYNY'M. P a:- 1. Muor underlayment Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: N/A Other: See evaluation report for limits of use. cone ;; 1 4 North Monroe 4traar r u ,. r32399 phone• as_O:jg7 182a TheStateofFloridaisanAA/EEO employer. Cooyrioht 2007-2013 State of Florida,:: Privacy Statement ;; Under Florida law, email addresses are Public records. If you do not want your e-mail address released in response Statement:; fund tat ment electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have an P Section 455.275(1), Florida Statutes, effective ponce a public -records request, do not send theyhaveone. The emails Provided may October 1, 2012, licensees licensed under Chapter However F.S. must provide the Department with an email address If Y questions, lease contact meat with an . *Pursuant s y be used for official communication with the licensee. However email addr supply a personal address, plea••e provide the Department with an email address which can be made available to the public. To determine if you are Page 3 of 3 a licensee underChapter455, F.S., please click here . Product Approval Accepts: 0 IQ& 0 ® Credir'ar SAFE tps://fIoridabuilding.org/pr/pr app ,1tl.aSPX?Param--wGEV XOurtTlnN.,r a A i,,QT T..TTAT A A UNIVINTMAW Ilff eriserl!iii f Product approval menu > r uo or Application Search --=——'r > Application List WE WWI alm so rnrin-- Application Type ALL Category ALL Application Status ALL Quality Assurance Entity ALL Product Model, Number Or Name ALL Approved for use in HVH: ALL Impact Resistant ALL Other Product Manufacturer ALL Subcategory AlphaProTech Engineered Products, Inc. Compliance Method ALL ALL Quality Assurance Entity Contract Expired ALLProductDescription .11 Approved for use outside HVHZ Design Pressure 1940 North Monroe ctre t Talla assee FL 2TheStateofFloridaisannNEEOemployer. Copyright 7007- •l P ° e: 5 -48 _ 874 Under State law, email addresses are public —`- State of Florida Privacy Statement :: A=sslbilityStatement :: RefundStatementprecords. If you phone not want your e-mail address released in response to a Public-recordsconact85 request, do not send electronic mall to this entity. ]rrstead, contact the office by phone or becGon455.275(i), Florida Statutes, effective October 1, 2012, licen,e s traditional under Chapter 455aF.S. must hey have one. ith an e The emails pro. rded may be used for official communication with y questions, please contact 850.487.1395. *pursuant toPlyapersonaladdress, please (xovide the Department with an email address which Provide the Dethe can bee. However email addresses are putt record. I you do coot wish toChapter455, F.S., pleaseclick mpg available to the public. To determine if You area licensee underProductApprovalAccepts; c Credit ", SAFE S://floridaboding.org/pr/pr app Ist asp, CREEKCert cate of Authorization No. 29824 17520 Edinburgh Drive TECHNICAL, SERVICES, L.L,C Tam t3 s)a o334421 EVALUATION REPORT 2014 FLORIDA BUILDING CODE Manufacturer: ALPHA PROTECH ENGINEERED PRODUCTS, INC. Issued February 18. 2015301SouthBlanchardStreet Valdosta, GA 31601 229)242-1931 http://www.alohaprotPrh r•rp Manufacturing Locations: Valdosta, GA Quality Assurance: RADCO, Inc. (QUA1990) SCOPE Category: hoofingSubcategory: LnderlaymentsCodeSections: 1507.2.3, 1507.3.3. 1507.5.3, 1507.7.3, 1507.8.3. 1507.9.3Properties: Physical properties REFERENCES Enti Rep _ NRADCO, Inc (TST1987) Standard YearRamtechLaboratories, Inc (TgTi,127) RAD-5212 AC 188 201213075-04-08 PRODUCT DESCRIPTION AC 188 2012 REX'*' SynFelt A mechanical) attached wovenPolypropylene underlayment (nominal weight = 2.56Y It-11001") used.an alternative to ASTM D 226, Type I and Type II roofing underlayments, REXtreme A mechanical) attached, wovenPolypropylene underlayment (nominal weight = 2.97I1:1 1W ) used an alternative to ASTM 226, Type I and Type 11 roofing underlaymentsTECHNOpIy A mechanical) attached, wovenPolypropylene underlayment (nominal weight = 2.05Y Ibr100ft2) used an alternative to ASTM D 226, Type I and Type II roofing underlaymentsAPPLICATIONINSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid. sheathing for new or existingconstruction. Sheathing shall be installed in accordance with FBC requirements. Roofdecksshallhavenomorethan1/8" gap at abutting joints. Min. slope: 2 12. For slopes less than 4:12, the underlayment must be half -lapped a full 24" over thewideriyingcourse. Attachment method: Underlayment shall be attached in accordance with the FBC. At minimum, mechanicallyfastenedwithmin. 12 ga. corrosion resistant ring shank nail with min. 1-inch diametercorrosionresistantroundcaptoamin. 3/4-inch penetration, 8" o.c. at side and end lapsand24" o.c in a staggered pattern along the center lines printed on the sheet. The sidelar,s shall be a minimum 3" wide and minimum 6" wide at the end laps. Theervevwiththeis side facing installed gup. at the eave, m4th the All side laps shall length be installed to shed water from parallel to the thy• deck. APT15001 This evaluation report C provided *-d State of Florida productLapproval under Rule 61G20-3. The manufacturer shal notPage I of 2 ify CREEK TechnicalServices, LLC of any piduct changes or quality assurance changes throughout the duration for which this report is valid. This evaluationreportdoesnotex„ress nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressedherein. CREEK TECHNICAL SERVICES, LLC ALPHA PROTECH ENGINEERED PRODUCTS, INC. Underlayments Allowable roof coverings: Asphalt shingles, slate shingles, clay and concrete tiles, metal roof panels and shingles, wood shakes and shingles LIMITATIONS 1) This evaluation report is not for use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) Wind uplift resistance is not within the scope of this evaluation. 4) Installation of the evaluated product shall comply with this report, the FBC, and the manufacturers publishedapplicationinstructions. Where discrepancies exist between these sources, the more restrictive and FBCCompliantinstallationdetailshallprevail. 5) Deck substrates shall be clean, dry, shall be checked for I Irotrusion and corrected prior to undedayment application. llandfreefromanyirregularitiesanddebris. Afasteners in the deck 6) The roof deck shall Ire constructed of closely fitted sheathing for new or existing construction. Roof deck shallbeinstalledina(.Cordance with FBC requirements. 7) Unless otherwise staled, the minimum roof slope shall be in accordance with FBC requirements. 8) All underlayments slr,ill be installed with the roll length parallel to the eave, starting at the eave, eck. End taps 10) The undedayment miry be used as described in other current FBC product and lapped insuccesscoursesinstalledupthedeckinamannerthateffectivelyshedswaterfromthedshallbestaggeredbetweencoursesinaccordancewiththemanufacturersapplicationinstructions. 9) Contact the manufacturer when installing at temperatures below the minimum applicadocumetion temperature. nts. approval 11) Roofcoveringsshallnotbeadhereddirectlytotheundedayment. Roof coverimechanigll fastened through the - inderlayment to the roof deck, ngs shall documents, 12) The undedayment sh;lll be exposed on the roof deck for a maximum 30 days unless otherwise stated. Y 13) All products listed in tl ris report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated heretrt by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code asevidencedinthereferenceddocumentssubmittedbythenamedmanufacturer. p,R_Y R. 02No 74021 p•= 4 05100' STATE OF 4OR 19 P••_: Zachary R. Priest, P.E. 5 /ON $1111111 ;.,, OrganizationotFlorida lgNE964No 4021 CERTIFICATION OF INDEPENDENCECREEK Technical Services, LLC does n, ,r evaluation, have. nor will itacquire, a financial interest in Y company manufacturing or distributing g Products under this CREEKTechnical Serv ices, LLCisnotowned, operated, or controlled by any company manufacturingor distributing Zachary R. Priest, P.E. does not have no, 9 Products under this evaluation. will acquire, a financial interestinanycompanymanufacturingordistributeZacharyR. Priest, P.E. does not have no, will n9 Products under this evaluation. acquire. a financial interest inanyotherentityinvolvedintheapprovalProcessoftheproduct. END OF REPORT APT15001 This evaluation report is provided for State of Florida product app oval under Rule 61 G20-3. The manufacturer sh t Technical Services, LLC of anyprod. rct changes or quality assurance changes throughout the duration for which the Page 2 E 2 This evaluation report does notexpr«ss nor imply warranty, Installation, recommended use, or other product attributes I notify CREEK specifically addressed herein. s reportisvalid. utes that are not PRESTIGE METAL ROOFING INC. 6061 Cinderlane Pkwy., #100 Orlando, FL 32810 407) 290-6203 Toll Free (888) 807-6511 Fax. (407) 290-6316 www. MyMetalRo of. corn LIMITED POWER OF ATTORNEY Date 9 -01646, I hereby name and appoint Joseph Moore as an agent of Prestige Metal Roofing Inc. to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for: All Permits and Applications submitted by this fermit for: 6- Z,&J[_ LAC. Expiration Date for this Limited Power of Attorney: License Holder Name: Gerald W. McKinney II State License Numbers: CCC033709 & CGC058169 Signature: State of Florida County of Orange The foregoing instrument was acknowledged before me this day AatAdt015, by Gerald W. McKinney II who is personally known to me and who did not take an Signature Notary Name C. A DOYLE Stamp: My COMMISSION # EE 222802 i r 7 EXPIRES: September 11. 2016 P' Bonded Thor Budget Notary SWIM nr F°