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Home My WebLink About2611 S Sanford AveI''` JUL 16 2015 BY: rw CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 1_5-0_ Documented Construction Value: $ '1 300 Job Address: _4611 S.-SVJF&eQ &E S*c%CmCd 3ZM Historic District: Yes No Parcel ID: Z - A0 - 3/ - 5203 - DSOD - OD9.4 Zoning: Description of Work: 4Z4MZ ag?2 ;OZe 4 1 S60AIZ66S 1151 4:10'jW Plan Review Contact Person: 311// Title: Phone:47) .240 - &2D3 Fax: r 0 240 E-mail: AN& :td_ Aot.(_'A,4l Property Owner Information Name Phone: '167 -'i3ly - //93. Street: A10f S. SoW)r d Ale-' Resident of property? City, State Zip: _<,74VGdeO C( S2773 PA Contractor Information Name itGtlC i - r; T6E %L K rIAZe Phone: Ad 1 - 215 - &-5 Street: Fax: q07- 210- lo3/6 City, State Zip:State License No.: CCC Architect/Engineer Information :w Name: Al Street: City, St, Zip: Bonding Company: Address: Building Permit Square Footage: _ Phone: Fax: E-mail: Mortgage Lender: Address: PERMIT INFORMATION Construction Type: No: of Stories: No. of Dwelling Units: Flood Zone: Electrical New Service - No. of AMPS: Mechanical (Duct layout required for new systems) Plumbing New Construction - No. of Fixtures: Fire Sprinkler/Alarm No. of heads: wren• w lll 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. OWNER'S_ AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning. 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. ID YOU FINSULTNANCING, LENDER OR AN ATTORNEY BEFORE RECORDING OUR NOTICE OF OMMENCMNT 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 requiredfromothergovernmentalentitiessuchaswatermanagementdistricts, 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. A copy of the executed contract is required in ordertocalculateaplanreviewcharge. If the executed contract is not submitted, we reserve the right to calculate theplanreviewfeebasedonpastpermitactivitylevels. Should calculated charges exceed the documentedconstructionvaluewhentheexecutedcontractissubmitted, credit will be applied to your permit fees when the permit is released. igna re of Owner/Agent Date T Print Owner/Agent's Name Ki9Type lorida 414to Me or roucID St of Contrac r/Agent to AW Print Contractor/Agent's Name APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Rev 11.08 Signature of Notary -State of Florida Date FIRE: Contractor/Agent is Personally Known to Me or Produced ID Type of ID WASTE WATER: BUILDING: (j Detail by Entity Name I by Entity Name MASTER INC. ocument Number EI/EIN Number ate Filed Event t Date Filed t Effective Date I S. SANFORD AVE. FORD, FL 32773 03/28/2005 I S. SANFORD AVE. FORD, FL 32773 03/14/2006 OWSKI, DAVID JSR I S SANFORD AVENUE FORD, FL 32773 arae Changed: 03/14/2006 ress Changed: 01/15/2009 ame & Address PRES OWSKI, DAVID JSR I S SANFORD AVE FORD, FL 32773 VP K83349 593013253 04/25/1989 FL ACTIVE NAME CHANGE AMENDMENT 01/11/2001 NONE Pagel of 3 http://search. sunbiz.orglInquiry/CorporationSearchISearchResultDetail?inquirytype=EntityName&directionTyp... 7/16/2015 Detail by Entity Name 0WSKI, CATHERINE M I S SANFORD AVE FORD, FL 32773 Report Year Filed Date 2013 03/21/2013 2014 01/08/2014 2015 01/09/2015 Page 2 of 3 01/09/2015 -- ANNUAL REPORT View image in PDF format 01/08/2014 -- ANNUAL REPORT View image in PDF format 03/21/2013 -- ANNUAL REPORT View image in PDF format 02/08/2012 --ANNUAL REPORT View image in PDF format 02/17/2011 --ANNUAL REPORT View image in PDF format 01/05/2010 -- ANNUAL REPORT View image in PDF format 01/15/2009 -- ANNUAL REPORT View image in PDF format 01/03/2008 --ANNUAL REPORT View image in PDF format 03/07/2007 -- ANNUAL REPORT View image in PDF format 03/14/2006 --ANNUAL REPORT View image in PDF format 03/28/2005 --ANNUAL REPORT View image in PDF format 02/26/2004 -- ANNUAL REPORT View image in PDF format 03/13/2003 -- ANNUAL REPORT View image in PDF format 11/04/2002 -- ANNUAL REPORT View image in PDF format 11/04/2002 -- ANNUAL REPORT View image in PDF format 03/29/2001 --ANNUAL REPORT View image in PDF format 01/11/2001 --Name Change 05/19/2000 -- ANNUAL REPORT View image in PDF format View image in PDF format 05/03/1999 -- ANNUAL REPORT View image in PDF format 02/04/1998 -- ANNUAL REPORT View image in PDF format 02/24/1997 --ANNUAL REPORT View image in PDF format 11/20/1996 -- REINSTATEMENT View image in PDF format 05/01/1995 -- ANNUAL REPORT I View image in PDF format Copyright p and Privacy Policies State of Florida, Department of State http://search.sunbiz.org/Inquiry/CorporationSearchISearchResultDetail?inquirytype=EntityName&directionTyp... 7/16/2015 PRESTIGE METAL ROOFING INC. 6061 Cinderlane Pkwy., #100 Orlando, FL 32810 467) 290-6203 Toll Free (888) 807-6511 Fax. (407) 290-6316 www.MyMetalRoof.corn LIMITED POWER OF ATTORNEY Date q - 16 -,16- I 6—'16 - I hereby name and appoint William Penuel 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 contractor. / Permit for: r,2leI/ S. !ZWFLyc-1 &j: 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 l The foregoing instrument was acknowledged before me this IS- day of4/ 2015, by Gerald W. McKinney II who is personally known to me and who did not take an oath. Signature aA- ' 6 Notary Name leer r B C. A. DOYLE , Stamp: ° :..., yin MY COMMISSION 8 EE 222802 EXPIRES: September 11, 2016rArFOFFIP\ P Bonded 7hro Budget Nolery Bep&es i 11iii 1 iii iflill 1iili i11i1111111W IN Af7E RFIY11t_n]N._[A TO• i1r1RYR!' NE MORSE? SEMINOLE COU14TY CBK 8507 Pq 373 (INS11 LERK OF CIRCUIT COURT & COMPTROLLER CLERK'S 4 2015076727aglRECORDED07/16/2015 09:26:39 fall r- RECORDING FEES $1i —00 1F8DffP.Mlild@FB i 5' RECORDED BY hilevore Tax Folio No: NOTICE OF COMMENCEMENT ' The undersigned hereby given notico that improvenaeut will be made to certain real property, and in acooaiance with Chapter 713.13 Florida Statues, the following information is provided in the NOTICE OF COMMENCEMENT. 1. DFSaUPIION OF PROPERTY (Legal description II$ street address, if available) TAX FOLIO NO.: G - 20t - 31. SUBDWISION S!(t ry K ('K S TRACT' LOT!' wOir'a$ LDG7r' S 9 QZ 2411. S. S a;Aj Z nig Sward `! 327 3 2, GENERAL DESCRUMON OF IMPRgvE Nr 3. OWNER INFORMATION: •a Nuae= lD` JIfALiJT Q JA[ b. Additss a 9 S • + Q /C /C< J l %3 a lnteae5t in Frady_ &OLt it d Name and addr= of fee simple tideholder (tf other thin Owoer) 4. CONTRACTOR'S NAME, ADDRESS AND PHONE NUMBETQ•l n -- DJO,_ S. SUREWS NAME. ADDR$.Svr PHONE NUMBER AND BOND AMOUNT: 6. IMMERSNAMEADD/RES,S AND PHONE NUMBER: N N 7. Identity of persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 (1) (a) 7., Florida Statutes: NAME, ADDRESS AND PHONE NUMBER: L4 S. In addition to himself or herself; Owner designates the following to receive a copy of the Lienor's Notice as provided in Section 713.13.(1) (b), Florida Statutes; NAME, ADDRESS AND PHONE NIA MM: n 4f 9. Expiration date of notice of commencement (the expiration date is I year from the dattrof recording unless a different date is specified): .20 Vai6eation Plm=d to Seetiou 92525. Florida Statutes UnderPenddes of *wy.I declare that I hive read the foregoing and that the tach in h are true to the best of my knowledge and belief (Section 92525,.Florida St=es). S atmvZT er or Owner's Authorized OTScer DirectorMartner/Mansger 1 Lt j CYC j0 (_C%C..7 1 Prfft Name and Provide Signatory's I ide/Of ce State OfFloxida County of / The foregoing instrtunent was acknowledgedbefore me this (3 day J `' ofd 20 l S By ay/d hA)S1k/, as ner For (type of authonty,... e.g. ofcer, trtrstee, atiomey in fact) name of party on behalfo whom instrtmtent was executed) Personally known or T produced the following type of identification V) 8 1 — a 0 Notal}' ofENOoo ' v3°?RYA61P1E mus Notary PuNic State of Florida ` t. COURT AND Benjamin Fleming LERK OF HEWe7MyCommissionEE829414MPT ,OLI ' iY FL )RIDAopRExpires08/23/20169 SEMIN "•EC L ' JUL BY MNWq. t' a DtrTY CLERK SCPA Parcel View: 06-20-31-503-0500-009A I 1 of 2 http://www.scpafl.org/ParcelDetaillnfo.aspx?PID=0620315030500009A Ckav(d Johnson,C.FA Property Record Card pRQpEY Parcel: 06-20-31-503-0500-009A 4ppj A15QZ Owner: JOBMASTER INC SE1vIN10LECOVNTY Property Address: 2611 S SANFORD AVE SANFORD, FL 32773-5249 Parcel: 06-20-31-503-0500-009A Property Address: 2611 S SANFORD AVE Owner: JOBMASTER INC Mailing: 2609 S SANFORD AVE SANFORD, FL 32773 Subdivision Name: RUSSELLS ADD FORT REED Tax District: Sl-SANFORD Exemptions: DOR Use Code: 0112-RESD STRUCTURE W/COMM LAND Legal Description PT OF LOTS 9 & 12 BLK 5 DESC AS BEG 109.8 FT W OF SE COR LOT 12 RUN N 111.23 FT NWLY ON CURVE .82 FT N 88 DEG 21 MIN 15 SEC W 12.73 FT W 54.44 FT TO ELY R/W SANFORD AVE S ON R/W 111.81 FT E TO BEG A B RUSSELLS AD FORT REED PB 1 PG 97 Taxes Value Summary 2015 Working Vakies 2014 Certfed Values Vakuatbn Method Cost/Market Cost/Market Number of BuMi 9s 1 s' I Depreciated BlJg Value 36,214 35,073 Depreciated EXFT Value 1 $400 400 Q•. SPon 1 $30,328 r 1 Land Value Ag 66,942 66,942 St/MaliCet Value 66,942 65,801 z 1 Save our Homes Adj 0 0 Amendment 1 Adj Legal Description PT OF LOTS 9 & 12 BLK 5 DESC AS BEG 109.8 FT W OF SE COR LOT 12 RUN N 111.23 FT NWLY ON CURVE .82 FT N 88 DEG 21 MIN 15 SEC W 12.73 FT W 54.44 FT TO ELY R/W SANFORD AVE S ON R/W 111.81 FT E TO BEG A B RUSSELLS AD FORT REED PB 1 PG 97 Taxes Value Summary Tax Amount without SOH: $1,305.55 2014 Tax all Amount $1,305.55 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxng Authority 2015 Working Vakies 2014 Certfed Values Vakuatbn Method Cost/Market Cost/Market Number of BuMi 9s 1 1 Depreciated BlJg Value 36,214 35,073 Depreciated EXFT Value 1 $400 400 Land Value (Market) 1 $30,328 I $30,328 t Land Value Ag 66,942 66,942 St/MaliCet Value 66,942 65,801 Portabity Adj 1 Save our Homes Adj 0 0 Amendment 1 Adj 1 $0 398 Assessed Value 1 $66,942 65,403 Tax Amount without SOH: $1,305.55 2014 Tax all Amount $1,305.55 Tax Estimator Save Our Homes Savings: $0.00 Does NOT INCLUDE Non Ad Valorem Assessments Taxng Authority Assessment Vakue Exempt Values Taxable Value Page County General Fund 66,942: 0 ; 66,942 Schools 66,942: 0 66,942 City Sanford 66,942 0 , 66,942 SIWM(Saint Johns Water Management) County Bonds 66,942 ' 66,942 i 0 0 i — - 66,942 66,942 Sales Desorption Date Book Page Amount Quer d Vac/Imp QUIT CLAIM DEED WARRANTY DEED 7/1/2015 11/1/2008 08500 07103 1331 0261 100 i No 120,000 1 Yes Improved Improved WARRANTY DEED 2/1/1996 03039 0869 100 j No l Vacant F." Wlllr/OIOUG JO WUIII ulb JUWNDUII Land Method Frontage Depth Units Unts Price Land Value SQUARE FEET 0 1 0 7582 $4.00 ; $30,328 Building Information DescrKm Year But Fatures Base Area Total SF Living SF Ext Wal Adj Vakie Repl Vakue AppendagesActual(EffectNe 7/14/2015 10:27 AM Contract Amount $ kN Down Payment $ t100 PRESTIGE qMETALROOFINGTotalBalance $ _ 6061 Cinderlane Parkway, Suite 100 orlando,FL32810 Toll•Free (888) 861 WAI ' Fax (888)907-8827 Florida Contractors License CCC 033709 / CGCO58169 b-440 _96¢OwS&I I/We the owner(s) of the. premises mentioned below, herebyKotghege and hire you as the contractor, to furnish and install all necessary materials and labor, to install, construct and place the improvements accordin following specifications, terms and conditions, on and in the premises below described which we warrant and represent that we have good rec itle as to owners in our name. Owner's Names • z,Phone 0,\1 Address 9 _ NJ4 City a State Zip _ Des rI tion of work to be done and materials to be used: Remove existing eave drip from perimeter of home and replace rotten wood where deemed necessary by contractor. Up to \2 sheets of plywood and/or Sz 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 ve is turbine vents from roof surfaces and sheet holes. Install gauge metal roof system on entire loped surface of roof including flash- ings, eave drip, square vents, and ridge caps.'Color to be: Obtain all necessary building permits. Remove construction debris from job site. Furnish lifetime labor an4 kk -o year manufacturers' aterial warranties. Down payment of $ oo received // and balance of X 0 due upon completion of described work. Whep required or requested: 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 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. Additional work to be done 9-- Work-` Work not to be done All of the above check boxes and the "work not to be done" section have been reviewed and explained to me. X ra,.,r.,.10_ Contractor has public liability insurance. All sub -contractors have certificate of insurance or exemption, at the time services are rendered. The undersigned contractor agrees to sell and the undersigned buyer(s) (jointly and severally, if more than one) agrees to purchase the above described goods and services which are to be furnished or used in the modem'ization, rehabilitation, repair, alteration, or improvement of the real property located at buyeY's address given above, Prestige Metal Roofing reserves the right to assign this contract to another Licensed Contractor at ifs discretion. Approximate Start Date %, , Approximate Completion Date 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 it 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 -Licensed Contractor. For information about the recovery fund and filing a claim, contact: Florida Construction Industry Licensing Board Go 1940 North Monroe St. Tallahassee, FL 32399-0783 (904) 727 6530 Acceptance - The prices, specifications, and conditions are satisfactory and are hereby accepted. You are authorized to perform the work as specified. Payment will be made as outlined above. Notice of Right to Cancel Contract You the buyer mapcancel 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 right on the back of the form. l Buy Date -711! Agent ADate\S Co -Buyer Date Buyer acknowledges receipt of this contract immediately upon the execution hereof. Florida Contractors License # CC C0337091 CG C068169 No verbal agreements will be honored. Items ordered must be on contract. e Page 1 c SCIS Home { Log In I User Registration I Hot Topics I Submit Surcharge ( Stats & Facts i Publications 1 FBC Staff l BCIS Site Map ( Links I Search i Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail 1:, t:,;,>. wLBY'-- Code UL 1, 261 FL # FL7271-R3' 1 a:_ ; Application Type Revision 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) PERMIT # 14, UNION CORRUGATING COMPANY 701 S. KING ST. FAYETTEVILLE,NC 28301 910)483-0479 Ext 256 jstieby@unioncorrugating.com John Stieby jstieby@unioncorrugating.com Roofing Metal Roofing Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer R1 Evaluation Report - Hardcopy Received Bala Sockalingam PE -62240 Keystone Certifications, Inc. 12/31/2020 Yoosef Lavi, P.E. r/1 Validation Checklist - Hardcopy Received FL7271 R3 COI CertificateIndependence.Ddf standard Year ASTM E1592 2001 FM 4470 1992 UL 1897 1998 UL 1897 2004 UL 580 1994 UL S80 2006 littps://floridabuilding.org/pr/pr app dti.aspx?param=wGEV XQwtDgvtEeYw06EIOYS 5 G1tK5ln7%2bU... 7/15/2015 Page 2 of 4 nceorpmuuct Standards Certified By Sections from the Code Florida Licensed Professional Engineer orArchitect Product Approval Method Method 1 Option D Date Submitted 03/23/2015 Date Validated 0*/08/2015 Date Pending rscApproval 0*/13/2015 Date Approved 06/23y2015 ion 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 Ii No FL7271 R3 11 EvaluationReportC1999 9.0 Approved for use outside Ii 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 EvaluationRenortC1999 9.r)df o.c. over 19/32" thick plywood 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 Approved for use in 1i No FL7271 R3 H EvaluationReoortC1999 11.od 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 firop fu", panel over 15/32'.' w. KP 13mits of rW6 e'd16rkbsWin HV 1999 12. Pdf AI fi 'd By PE 162240 4 In IT log 9 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 Approved for use in 1i No FL7271 R3 H EvaluationReoortC1999 11.od 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 7271.5 5V 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 11 Eva luationReoo rtC1999 13.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/ -150 Evaluation Reports 5 —. 7/}5/20}5 firop fu", In llatidn4nstru, ions rW6 e'd16rkbsWin HV 1999 12. Pdf 7271.5 5V 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 11 Eva luationReoo rtC1999 13.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/ -150 Evaluation Reports 5 —. 7/}5/20}5 Page 3 of 4 Other: Uplift load of 150 psf in 19/32" thick plywood for FL7271 R3 AE EvaluationReportC1999 13.odf IFastenerPattern2CreatedbyIndependentThirdParty: Yes tv •'S`' a w- ., ,> .,!' x_..::. 72-7.1`6' `'r„ '}` ('; Advantage, L'ok Ih:'" •' =' ' M1'`I+.f'/'»"' XNlMicVS'+r'i'z . , . Mi'(7 6 gal. 26" widii cop,lceeled fastened panel over 7/16" 3e>m`v b x' '- _ J -Li,i!- t. :t•: N..'1.` X•'. - 1• '<.Y:,;;tl•iclt';OSf3&STs/32,P'&t iick;piywood.'''. i. ,,. r°z.Tar" '`i y.'cyl...t x:>kM,i• n` t7:3 t;"rS'1wr •:' _ n.'Slis,"'<..aE T::n.i.S •*. ' `':Ir i-ial F'r,' S:.R•-. sw,4r" ..w_ ,.,,1•°n w5, .' Fs - 1.. .. ,1. .. .. .} n'' r'% n.a},1.i111.0..,:w-3ivJr.i, ii;'ri...,t' Use. ': i_? 7nstallation.Instr'uctions` c.wr•t:: 1it mits`of ,-, •' :Y. for' use in HVHZ:'No',t `lah a '"' '' + ;,' 5: 47.271' R3"' ^ EvaluatlorlRe ortG1999 '14.gdf Approved Approved fo '',use,outside'HVHZ: Yes ! ' ? `<'=• "`'''; ,.:Uerified'B'.'Bala-Sockalfri` r,{>. i, y`'- 9 am-PE'62240' YS.L. .. gi'u,An!{''T,y _• y. 9;n'4k•,lX.' te:, y.•.•K.`;9.1pCreated, b, Independent FNir'd °Party:..Yesimpact` ResiSiant N/A=T . „, for Fastener Pattern 2 esi n:Pressor'er'+N/A%112>5'', EvBliiation=Repotts' _ 14.odf' 7.'7<?] Oflie: l7plifti;oad,of 52.5 psf; @'`fastrnerks'paci'ng of 6';0'`0: of R3:'A- Eualua'tionR'e`oortC1999 Created by"independent:Thirii"Paity: Yesand; u'nlifC'load iofr112.5 psf,@;fa5tlenerRspacing 6" o.c s F,' rl: a:, , i.,arcwo-ri" '`i: •rs t,`7::i,""•'':•, ,;, :- ;`'i R. `iN''.li{Fs: Ar.,v?, ,: .,. rv;i"ii•:L'.•,4k:"ai'„ cy u,i"iwi, Trs .' Lwlth'.tstructuralsealant: :.;.;ys;,:r•, z.,>_}„-. r7271.7 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 EvaluationReportC1999 15.odf 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 EvaluationReportC1999 15-pdf 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 for Fastener Pattern 2 load of 107.9 psf @ fastener spacing of 4" o.c. with structural sealant in 19/32" plywood. M Sr.,rrT .. fa5t. vx „ asterRib;t 'xr'"' Minr<26 ga 36 vinde-'through-edi;panel'over'19/32" ats'.'v;•.+aA'nW..: "; a.t. •.: _ .^,.;;.; sij': :;; ?".iC ?ate.: ;'y. M}.t. .,'a•},.1'1'':a. `:r ;Fz'r,+«R-",.. i+Mr•...-;, :'"+r •. f #:'. .. xciFr?kr ' - 4k' ^_f;°-: sz'ji tv:i"a 4Tft y, • 'thICK'piyW00ds"`c J+°iF 7x'.y.t3 _ ..evC•• lr,Y,` 4t5i ari "iri' ;!'a. Ax .'`;`::: 914 . . u'Y[:etY . _ in kti4X+ s 2*• s' r .r+d - >,u... f iYi••'oge!'•x, zi q,a, .. ;Y.',r-ay : ri7.dr`d"..5:'4.:: r`srbt-'#11a+.:. s< F.,. r,,, Y.,. 5.T3 '•5 Y `.6 rf'aF i''ii3:•; -s 'ei• bt'• '•^ , 1•i.-"' fL mits;of-Use eW xc}may "rG=` :'• ,rte,; ; •Installationg4=Instructions .;F. .. ' I.c ' k ,u. ,h i lS .. i.: wh A.PP ,={,H: F.L l271'123.x.fva'C€iatonRdrtG1999=i6:pdf. coved pr•use,in HVHZ:;>No ;,._ ••;' - ppproved fo ust',`outside HVHZ:''ess ''y`B'' ° "` y'Nenfied'.B Bala.-Soeicalirigarri 62240 4:wz•'tua. : ,M, t 'r t r x ; : ••g.•="a. {% .at'.t3••• xr , Y::` C,. .. impact Resistant: I• T ,zr.' ..:Gr•eated by'>ndepencfent„Ttii`rd Perfy: 1'esri"'y., x>;.. a" -•st.'- : '3.•!'t^ 'a XX. 'y.:: v. 7'• - x. Design PreSsre:"'+N/A/=714:3 rEvaluatioii Re ortslt r'•;tl:' :' Other`.tlplftload of 61:8 "psf @ITastener spacing; of 30'foc: FLZ73 '-R3'Ai <-valtiationRjortG1999 t i6"odf k'• f:, "c1 }:t S^:' >` - r _ .-`a..;.salP.r tM-r , - 3•:psf @;fastener'spacing of''24N'; ac,,•_£_ I' rCredted by,Independenr•Thrd'laity: ;Yes'.`, 7271.4 MasterRib Min 29 ga., 36" wide through fastened panel over 15/32" thick plywood 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 EvaluationReoortC1999 17.pdf 113.1 psf @ fastener spacing of 12” o.c. 1 Created by Independent Third Party: Yes W1 Sv ... _' (. .:- . ,, l7i271at). - ;^ `_,,; ` Ss'i.`eV1.•. -rw •=' - +C'i ;W4' i T-'- 1 . is Ky •". f°;1_ .. W. i .2l.""F I. .$ Ma`sterRiti '=:. ••; ;r '•„Min<29i,' ,: ••T:" 4 r .ve`_ :.•'• • l.v..a. r i>,yrfih:^" - ., . ga.; 3 6,;wid'e`..hrough,fastene'd pehel over,l5/32” Y"...• .. t i k pl wood=o 7,:116":'thick e - .-s ':.Fy.,.. '4•",'_ - _ Y,,,,tCimits'of d"FY i•:' r 1 •, .. •* .':':.1.. LI l9!</i." Bn FTi' ' Approved'fcrku`se'in HVHZcvN6,,' p .,,,li ;T_` MgT]'¢R" :9'tiA°sf::v+'J<i •}s.T'`T•' .:F,s. "' - instaltation-Instrlictioris:.:> I:iI".'4'W.s• i --t "i, 1^.'Y FL72i3Ii-eulu tiohk6ld6hcf999118.odf' _ use outside HVHZ:,Yes `:''ti ' -: zua fled ByBaCa Sockalfl9ainJPE62240 ... _ ' P`roved`fo"rp,..J _' :'a, -Q! t j s .KrTImpactResistant: N/A r', -d 'f + ys"w't .x aN'n sY- ' "u+..,.tt'k.:" is ', ' MXu tn,'•ia q.'?kq E"-R . tsJ ] 52 ?'s>,. : Lt°k.:i.t i•s h T ..'.• Created by Independ'ent,Thi`rd Paµrty:'Yes fa... ..y..•^ :w, r .-:+ A- +x'r. u's° i r:~;,•'+••°°"'• Design,Pr`eslurec'+N/A/t ,5=,.x,*,;;}'y, u,,,Ap•;EvalrietiongRe orts''"~ r-•rtn::, - ii .,. P" RP OtheiUpliftloadof52:5°psf @,>a5tenerspaang of 12•• o c`P± w. • ' °- { , ,- T to nsp aw... 7^. >.,tlr,>ksi'r-+_.:: •. ;,7 ivi:;.'.. FLi'? 71 R .AEI EvaivatfanReportG1999' 18.pdf ' i y , IndependentiYhird Ratty: Yes kK;iX 'r . J"i .,,... 'I,.•jY.•. - -i x... ° F',.,: _ ,1 4,,-,N N,itn 7271. 11MasterRib 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.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/ -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 d3' . t• } i •t•' "'!1 . }.. ^"'•Stri: 'l'• _ v'• A:^i]• " >.• - 7271:, 12' ,' ML200. ix' ` :,., ,:.; °` 'Al, a..'x„, a.. , Nis ti i,''r.>.-.s,;, f...;.•. g lax.,lfi_.:V.iiie:staritling;seam'mefal panel with a„ r";.!...lt.. '_,,..rt;t -,:.ar ',;f:,-'°-•-sz,.:.x.h-u;..a:':.rs,u”. >. . ys, . .#.;>= r.• ,r . -: r double'{ock•seam.-over?metal'dek"' " r }. ., s..+rs•a o+s .,,,{a•'m :.e;.s.•.:.:K.:4. v'xrxr•..:t' ',: s :' u•:'t ;r'!.r.,.s.i3i!°i.:-4_;i .`.r,Jti::.:.i'i::"l ri` _ .}.,xJ.s„'„-"3@'2%iY._ •.Lr.2,rM.y..,et,,,, ;'>:t'i •t` r- Ll mi&6f, Use....,as.r, ';. >: "''k, „M• ;;, i,'' sr, 4y .3itstalla#ion lnstruct o'n's," :' 1'' '•{+, . . i?" 4+ _ -. N.4. +`.r-w--"!v'i' I:' •' . e ^p'-..ar..,t.r,,7.yr.:;, w,+A,v.. , •-' _• Appioved.fo use, in HVHZ::Noy * + r-ux 4 --7 71" Eva! rtC1999:.26'.. w._ a,.i.K•..'.,.,.x:Y uationRepo!p App roved for uxse;'outside'H Z Y ''3+; '”; -' , y a So.'ckalinga'Sn_'PE.62249 Vlies ,,, _ iV',e fled B'" I'" https:// floridabuilding.org/pr/pr app_dtl.asps?param=wGEVXQwtDgvtEeYw06EIOYS5G1tK5ln7%2bU... 7/15/2015 Page 4 of 4 Impact Resistantd .N/A it : .k k tis,;, :;k;' Erected byIndependent TtSird Pe Yesrte' . a: .. ; t.:: .rEy essu::y N A i16,0v , ;; r.r .. `` Fi* Desi n -Pr- / /; vc.,, ;x,, 7,,, ';_'¢ Evatuatior;Re orfs ,•- , w rOthef: Uplift; l'bz d pf 71.Q,psf @:.cljp" spacirig of 36" o.c:"`6nd: FL 2 1"R`3f AE" Evaluat1on9eportC1999 20.pdf " 116:0''psf.@`cip;'spacing of-12".;a:C.' rX; t?; ;'•`=;C 2afed by Iricf pendenGThirti=Party;.Yesr' rrr„ H. on, r-+ tzf.. _ hr•. ,swam. - 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 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' EvaluationReDOrtC1999 21.Ddf Created by Independent Third Party: Yes Back Next, Contact Us :: 1940 North Monroe Street. Tallahassee F, 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 mall 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 dick here . Product Approval Accepts: SCCUYityAtF,rn1cs' r a Ihttps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgvtEeYw06ElOYS5G1tK51n7%2bU 7/15/2015 EVALUATION REPORT OF UNION CORRUGATING COMPANY 29 GA. MASTERRIB PANEL' FLORIDA BUILDING CODE 5" 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 Sockslingam, Ph.D., P.E. Florida Professional Engineer #62240 1216 N Lansing Ave, Suite C Tulsa, OK 74106 Telephone: (918) 4925992 FAX: (866) 366-1543: This report consists of Evaluation Report (3 Pages including cover) Installation Details (1 Page) Report No. C1999-17 Date: 310.15 FL 7271.9-R3 C1999-17 3.20.15 Page 2 of 3 Manufacturer: Union Corrugating Company 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 (ASTM A755). New Underlayment: Minimum underlayment as per FBC 2007 Section 1507.4.5.1. Required for new construction and optional for reroofing construction. Existing Underlayment: One layer of asphalt shingles over one layer of #30 felt. For reroofing Optional) construction only. Deck Description: Min. 15/32" thick APA rated plywood or min. 3/4" thick wood plank min 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: 45.0 psf @ fastener spacing of 24" o.c. Factor of Safety = 2) 113.1 psf @ fastener spacing of 12" o.c. Panel Attachment: 49-15 or 410-14 x 1.5" long wood screw with washer At panel ends @ 5.5"-3.5"-5.5" o.c. across panel width At intermediate @ 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 Resistance of Roof Assemblies', UL1897-98 `Uplift Tests for Roof Covering Systems' 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 Product Limitations: Design wind loads 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 listed 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 E108/UL790 report from an accredited laboratory for fire ratings of this product. FL 7271.9-R3 C1999-17 3.20.15 Page 3 of 3 Supporting Documents: UL580/ 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 EXISTING SHINGLES OPTIONAL) EXISTING UNDERLAYMENT OPTIONAL) FASTENER PATTERN 0 INTERMEDIATE LOCATIONS PAKIP1 FACTP*MVP PLYWOOD 15/32" THICK (MIN.) CVICTIIJC CZWIKIM PS EXISTING UNDERLAYMENT OPTIONAL) FASTENER PATTERN @ PANEL ENDS GENERAL NDTESI 1. ARCHITECTURAL ROOF PANEL HAS BEEN DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE (FBC). 2. THE ROOF PANELS SHALL BE INSTALLED OVER SHEATHING & STRUCTURE AS SPECIFIED ON THIS DRAWING, 3. REQUIRED DESIGN WIND LOADS SHALL BE DETERMINED FOR EACH PROJECT. THIS PANEL SYSTEM MAY NOT BE INSTALLED WHEN THE REQUIRED DESIGN WIND LOADS ARE GREATER THAN THE ALLOWABLE WIND LOADS SPECIFIED ON THIS DRAWING. 4. ALL FASTENERS MUST BE IN ACCORDANCE WITH THIS DRAWING & THE FLORIDA BUILDING CODE. IF A DIFFERENCE OCCURS BETWEEN THE MINIMUM REQUIREMENTS OF THIS DRAWING & THE CODE, THE CODE SHALL CONTROL. 5. RAFTERS/JOISTS/TRUSSES MUST BE DESIGNED TO WITHSTAND WIND LOADS AS REQUIRED FOR EACH APPLICATION AND ARE THE RESPONSIBILITY OF OTHERS. Imo_ 9' Is 36' MASTERRIB PANEL PROFILE Minimum 29 Gauge, Minimum Yield = 80 KSI PLYWOOD 15/32" THICK (MIN.) ALLOWABLE UPLIFT PRESSURE i 3/4' 3 0 U^ 3-19-2015 aF 1 FASTENER PRESSURE SPACING (IN) PSF) 24 45.0 12 113.1 i 3/4' 3 0 U^ 3-19-2015 aF 1 Olif i Bu ness( Profess; I Regula tioonFI Page 1 1 BCIS Home ( Log In I User Registration ' Hot Topics 1 Submit Surcharge I Stats & Facts i Publications 3 FBC Staff ! BCIS Site Map i Links ( Search Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # Application Type Code Version Application Status 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) Equivalence of Product Standards Certified By FL12512-R3 Revision 2014 Approved 0 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 Ext 237 dlaface@alphaprotech.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer S6 Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 RADCO, INC. 07/02/2016 Locke Bowden RJ Validation Checklist - Hardcopy Received FL12512 R3 COI APT15001 2014 FBC Underlavments ESR - FINAL pdf lttps://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwd)gvG4Aty8UaHdI4A5I7SNt9cNiTPTi Page 2 of 3 Sections from the Code 1507.2.3 1507.3.3 1507.5.3 1507.7.3 1507.8.3 1507.9.3 Product Approval Method Method 2 Option B Date Submitted 02/18/2015 Date Validated 02/24/2015 Date Pending FBC Approval 03/01/2015 Date Approved 04/15/2015 Date Revised 06/23/2015 Sr..i'.J`.. c.4 yi }' :"y',{l i f „k 'x '' Krr-ModetNomberor:Name91,!REA ,_ M Y!!.S &s tC: •c%.h-...nyu,y/y.. `:.:Srwis%Iz'..' :Y:.. x.i+":-aFiE: i:•s.« m'1t3' vna +.x .yd•r. . .. :s- ' f<'•``rteir'::5: r 'YY n,.': t! 500 12512.1 REX SynFelt Synthetic Roof Synthetic Roof Underlayment Ir::.rrs-•.;fig,. Underlayment o.4f.. ,, s3e.'7 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. Installation Instructions FL12512 R3 II APT15001 2014 FBC Underlavments ESR - FINAL.Ddf Verified By: Zachary R. Priest 74021 Created by Independent Third Party: Yes Evaluation Reports FL12512 R3 AE APT15001 2014 FBC Underlavments ESR - FINAL.Ddf r° ; • ;- 1. .„ Created by Independent Third Party: Yes y-° ..rku- 12512:2`• ;StP i g: w 9 , r.• x ti- ' - REXtrerneSynthetic'Roof l•:•': M1 isn` 71 41'wi=' y a r..+: Sy it}ie6ic Ro'of,Under[aylYienC•:;• . i1.1''N: -ice* f..._ U•ililerla riien't'-,&:',:,': Ir::.rrs-•.;fig,. L r 'z•r'i- 1r-: " '^p. YI.."I } k°r.;. !i;- ?-,;.,.„''i`.'+- f+...t o.4f.. ,, s3e.'7 Y. ar zx'•-;~-..i+'.r..;r., ., t:6. Lirttvli,.U ty• r° ; • ;- 1. .„ fat.. .. a Nnstr,+0t•' U"toi-n<Ys 't>- > r.':I.''.;'.^' , . txV. r .. Approved^fbk,.yse•in cs ., HVHZ: •No x7 y"-','iy``k-' = W , t, 12512'- R3'• I wAPT1540S,2014 FBC Underlavments ESR - FINAL:sdf ''t r p F a°.r•P... X,...1y; \y Fx j._..,',:,}, L+ll+•J• .1” PzApproved,for usle butside'HVHZ: Yes- 4 t,: , y r » r•f„ ., ,r t•, Impact' Resistari: N/A'" '° v:":;:r:. :. rruq,i:.', s....•' ' T'• r >Veivfied B -Zac a R P"r'lest'7,,40,21 vtak••,• y%.°:->:rt^,'Y:-i...y;-+ t...- Qesigili`Pressiice:'N/A'-" ,r ;,•.. .:>`y. w"Other: See,e"valuation report for [in toffuse." b"y Indege¢deiit Third>ParLy: Yes Evaluation z=ty;''""M' v'X" yyCRY• 4'£hr'e .".'_rf ll,'' C'.'\`1 F] 2512: R3AE^AP`I1'S0 11 7014' FBC Underlayments ESR - r',.JE," J^•'LK`i^m^irti..l•`ye;.r+S Y, .. Y •. Li,.isF, A ". Cr ted b •Inde endent7hirdPa Yes im 12512.3 TECHNOply Synthetic Roof Synthetic Roof Underlayment Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL12512 R3 II APT15001 2014 FBC Underlavments ESR - Approved for use outside HVHZ: Yes FINAL.Ddf Impact Resistant: N/A Verified By: Zachary R. Priest 74021 Design Pressure: N/A Created by Independent Third Party: Yes other: See evaluation report for limits of use. Evaluation Reports FL12512 R3 AE APT15001 2014 FBC Underlavments ESR - FINAL.odf Created by Independent Third Party: Yes 6ack .Next' Contact Us :: 1940 North Monroe Street. Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida is an AA/EEO employer. Coovrloht 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 https://floridabuilding.org/pr/pr_app_dtl. aspx?param=wGEVXQwtDgvG4Aty8UaHdl4A517SHt9cNjTeJl... 7/15/2015 Page 3 of 3 supply a personal address, please provide the Department with anChapter4 address F.s wa click e • hich made available to the public. To determine if you are a licensee under Product Approval Accepts: WE M CCeCdiI WO%I https://floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwd)gvG4AtygUaHdl4A517SHt9cNjTeJl... 7/15/2015 Fbr' Depatt(11ent Busines Professi-1 Regulation a- Page 1 BCIS Home i Log In I User Registration 1 Hot Topics ! Submit Surcharge I Stats & Facts j Publications ! FBC Staff ! BCIS Site Map # Links 1, Search ; Product Approval USER: Public User Product Approval Menu > Product or Application Search > Application List 7 YXb' veA .. rCC:.'i .r SY•...t JtCSSr.,pa'.'r'm,•vS 'STi rs.. ,,. •_ .,'i"= _ : ;A a s„ :.. '°`FRefineSei rch; ea ch'Criferla:<&.rr.•:* r t3s. '*.r,8–. m•.;._ .::„,_-- -__— __ a z r- Code Version 2014 FL# ALL Application Type ALL Product Manufacturer AlphaProTech Engineered Products, Inc. Category ALL Subcategory ALL Application Status ALL Compliance Method ALL Quality Assurance Entity ALL Quality Assurance Entity Contract Expired ALL Product Model, Number or Name ALL Product Description ALL Approved for use in HVHZ ALL Approved for use outside HVHZ ALL Impact Resistant ALL Design Pressure ALL Other ALL H' rcfi te$ilts A IICat10i15 S+I ?*.', ,:rnP., Ar • w .w,.;:':1x: t ra'ti1" ?f a s'.; rd$e pD r 1fi ' ,• A6..! t,r:`',. FL12512-R3 Revision AlphaProTech Engineered Products, Inc. Category: Roofing Locke Bowden 334) 300-1800 Approved History Subcategory: Underlayments F12512=R4, Revsion 4. t'=R.'Eff,i;-='•7'Sttydfph'aP`roTech Engineered Products, -,Inc ?t Locke Bowiden..r ;.,; , Pending, FBC Approval ' Yt..v a" ii*.y: `9 • .Y' RL' 1 •' ., ?tis, q.,,wsi 1;,. LV Category; Roofing r...N.'..".,"r,..,'<i"is5• r',_i H' y1iY, y_=rSubeateo Underia mems' 9 g. .sn•Nx>;r,. C W+c'::c, yy ,rrt" r;. FL17641 New AlphaProTech Engineered Products, Inc. Locke Bowden Approved Category: Roofing 334) 300-1800 Subcategory: Underlayments Approves sy uern. Apprsydis uy vorrc snail se RMUM s dns rdaneu uy me rU%- dnowr me %-UnIM15510n n necessary. 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 Statemen 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 dick here . Product Approval Accepts: FM VAMMUIC9 Credit Card https://floridabuilding.org/pr/pi_app_lst.aspx 7/15/2015 n—rT—m 111 CMIN A A Nk TECHNICAL SERVICES, LLC EVALUATION REPORT Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 813)480-3421 2014 FLORIDA BUILDING CODE Manufacturer: ALPHA PROTECH ENGINEERED PRODUCTS, INC. Issued February 18, 2015 301 South Blanchard Street Valdosta, GA 31601 229)242-1931 http://www.alphaprotech.com Manufacturing Locations: Valdosta, GA Quality Assurance: RADCO, Inc. (QUA1990) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1507.2.3, 1507.3.3, Properties: Physical properties REFERENCES 1507.5.3, 1507.7.3, 1507.8.3, 1507.9.3 Enti Report No. Standard Year RADCO, Inc (TST1987) RAD -5212 AC 188 2012 Ramtech Laboratories, Inc. (TST6127) 13075-04-08 AC 188 2012 PRODUCT DESCRIPTION REXTTM SynFelt A mechanically attached, woven polypropylene underlayment (nominal weight = 2.56 Ib/100f ) used an alternative to ASTM D 226, Type I and Type II roofing underlayments, REXtreme A mechanically attached, woven polypropylene underlayment (nominal weight = 2.97 Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II roofing underlayments TECHNOply A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05 Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II roofing underlayments APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid, sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. Roof decks shall have no more than 'le gap at abutting joints. Min. slope: 2:12. For slopes less than 4:12, the underlayment must be half -lapped a full 24" over the underlying course. Attachment method: Underlayment shall be attached in accordance with the FBC. At minimum, mechanically fastened with min. 12 ga. corrosion resistant ring shank nail with min. 1 -inch diameter corrosion resistant round cap to a min. 3/4 -inch penetration, 8" o.c. at side and end laps and 24" o.c in a staggered pattern along the center lines printed on the sheet. The side laps shall be a minimum 3" wide and minimum 6" wide at the end laps. The underlayment is installed starting at the eave, with the length of the roll parallel to the eave with the printed side facing up. All side laps shall be installed to shed water from the deck. APT15001 FL12512-R3 Page 1 of 2 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK ALPHA PROTECH ENGINEERED PRODUCTS, INC. K Underlayments TECHNICAL SERVICES, LLC 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 manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) The roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be installed in accordance with FBC requirements. 7) Unless otherwise stated, the minimum roof slope shall be in accordance with FBC requirements. 8) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. End laps shall be staggered between courses in accordance with the manufacturer's application instructions. 9) Contact the manufacturer when installing at temperatures below the minimum application temperature. 10) The underlayment may be used as described in other current FBC product approval documents. 11) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 12) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 13) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the 2014 Florida Building Code as evidenced in the referenced documents submitted by the named manufacturer. t0111 I t 111,1,1, R. p •,, Rid , No 74021 010 ( = 9 ' STATE OF .• 1JJ: J# Iis,1ONA1 E, CERTIFICATION OF INDEPENDENCE 2015.02.1 8 16:15:02 05'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT APT16001 FL Page 2 of 2 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEKTechnicalServices, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.