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v FIOf110n, City of Zephyrhills PERMIT NUMBER 5335 Eighth Street Zephyrhills, FL 33542 BGR-001629-2021 Phone: (813)780-0020 Fax: (813)780-0021 Issue Date: 03/05/2021 • Permit Type: Building General (Residential) Property Number Street Address 10 26 210120 00000 0310 37448 Blueberry Court Owner Information Permit Information Contractor Information Name: MARY HOUSE E LIV TRUST Permit Type:Building General(Residential) Contractor:TOTAL HOME ROOFING Class of Work:Reroof(Shingle Only) Address: 37448 Blueberry Ct Building Valuation:$10,390.00 ZEPHYRHILLS,FL 33542 Electrical Valuation: Phone: (813)788-1414 Mechanical Valuation: „ Plumbing Valuation: �l1 Total Valuation:$10,390.00 Total Fees:$91.95 / Amount Paid:$91.95 C•l// Date Paid:3/5/2021 11:00:16AM Project Description REROOF SHINGLE Application Fees Building Permit Fee $91.95 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 subsequent reinspection. 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 permit 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 add fee 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. CONTRACTOR SIGNATURE PE IT OFFICE PERMIT EXPIRES IN 6 MONTHS WITHOUT APPROVED INSPECTION CALL FOR INSPECTION - 8 HOUR NOTICE REQUIRED PROTECT CARD FROM WEATHER l 813-780.0020 City of Zephyrhills Permit Application Fax-813-780-0021 Building Department Date Received Phone Contact for Permitting Owner's Name �Q -e Owner Phone Number VAI Owner's Address J�/� Owner Phone Number Fee Simple Titleholder Name Owner Phone Number Fee Simple Titleholder Address ^^`` 1 JOB ADDRESS /l CA- � L LOT SUBDIVISION PARCEL ID# -0 J (OBTAINED FROM PROPERTY TAX NOTICE) WORK PROPOSED NEW CONSTR e ADD/ALT = SIGN = = DEMOLISH INSTALL REPAIR PROPOSED USE = SFR 0 COMM = OTHER TYPE OF CONSTRUCTION = BLOCK 0 FRAME STEEL = DESCRIPTION OF WORK 1 BUILDING SIZE SO FOOTAG HEIGHT LDING $I® QO. VALUATION OF TOTAL CONSTRUCTION =ELECTRICAL $ 1 AMP SERVICE Q PROGRESS ENERGY Q W.R.E.C. =PLUMBING $ r =MECHANICAL $ VALUATION OF MECHANICAL INSTALLATION �I =GAS = ROOFING 0 SPECIALTY = OTHER /�7 FINISHED FLOOR ELEVATIONS FLOOD ZONE AREA =YES NO BUILDER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# ELECTRICIAN COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# PLUMBER COMPANY SIGNATURE REGISTERED Y/ N FEE CURREN Y/N Address I License# MECHANICAL COMPANY SIGNATURE REGISTERED Y/ N I FEE CURREN Y/N Address License# OTHER COMPANY SIGNATURE 7f—REGISTERED Y/ N FEE CURREN Y/N Address License# I lLL 3 IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIillllllllt RESIDENTIAL Attach(2)Plot Plans;(2)sets of Building Plans;(1)set of Energy Forms;R-O-W Permit for new construction, Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stonmwater Plans w/Silt Fence installed, Sanitary Facilities R 1 dumpster;Site Work Permit for subdivisions/large projects COMMERCIAL Attach(2)complete sets of Building Plans plus a Life Safety Page;(1)set of Energy Forms.R-O-W Permit for new construction. Minimum ten(10)working days after submittal date. Required onsite,Construction Plans,Stormwater Plans w/Silt Fence installed, Sanitary Facilities&1 dumpster.Site Work Permit for all new projects.All commercial requirements must meet compliance SIGN PERMIT Attach(2)sets of Engineered Plans. ****PROPERTY SURVEY required for all NEW construction. Directions: Fill out application completely. Owner&Contractor sign back of application,notarized If over$2500,a Notice of Commencement Is required. (A/C upgrades over$7500) •• Agent(for the contractor)or Power of Attorney(for the owner)would be someone with notarized letter from owner authorizing same OVER THE COUNTER PERMITTING (copy of contract required) Reroofs if shingles Sewers Service Upgrades A/C Fences(Plot/Survey/Footage) Driveways-Not over Counter if on public roadways..needs ROW City of Zephyrhills 5335 8th St Zephyrhills FL 33542 (813)780-0020 } v ROOFING INSPECTION AFFIDAVIT Permit No.:L' a9--m1b2Fk 2D-L1 licensed under Chapter 468, Florida Statutes as a(n): Contractor VEngineer_Architect_Building Inspector_ License No. C.CC_ �S On or abouV1,1oiG1- % did personally inspect the: Check: Roof Deck Nailing Dry in Flashing and Drip edge Check which was used: 30#felt_Peel and Stick_Other(List) At the following address: �j1�-I4 K ��U�.��YyCo Xt - Zefl►,.c�h��1 1 �.r� Based upon that examination, I have determined the installation was done according to the Hurricane Mitigation Retrofit Man a Section 553.844,Florida Statutes). Signature: STATE OF FLORIDA COUNTY OF PASCO Sworn to and subscribed b his day ` Y P�''•.. YESENIA LEON Notary Public-State of Florida BY. Commission 4 GG 317536 My Comm.Expires Mar 28,2023 Notary<brictate of Florida Boraed through National Notary Assn. NOTICE OF DEED RESTRICTIONS: The undersigned understands that this permit may be subject to"deed"restrictions" which may be more restrictive than County regulations. The undersigned assumes responsibility for compliance with any applicable deed restrictions. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES: If the owner has hired a contractor or contractors to undertake work,they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work,they are advised to contact the Pasco County Building Inspection Division—Licensing Section at 727-847- 8009. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the"contractor Block"of this application for which they will be responsible. If you, as the owner sign as the contractor,that may be an indication that he is not properly licensed and is not entitled to permitting privileges in Pasco County. TRANSPORTATION IMPACT/UTILITIES IMPACT AND RESOURCE RECOVERY FEES: The undersigned understands that Transportation Impact Fees and Recourse Recovery Fees may apply to the construction of new buildings,change of use in existing buildings, or expansion of existing buildings,as specified in Pasco County Ordinance number 89-07 and 90-07, as amended. The undersigned also understands, that such fees, as may be due,will be identified at the time of permitting. It is further understood that Transportation Impact Fees and Resource Recovery Fees must be paid prior to receiving a"certificate of occupancy"or final power release. If the project does not involve a certificate of occupancy or final power release, the fees must be paid prior to permit issuance. Furthermore, if Pasco County Water/Sewer Impact fees are due,they must be paid prior to permit issuance in accordance with applicable Pasco County ordinances. CONSTRUCTION LIEN LAW(Chapter 713,Florida Statutes,as amended): If valuation of work is$2,500.00 or more,I certify that I, the applicant, have been provided with a copy of the "Florida Construction Lien Law—Homeowner's Protection Guide"prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other than the"owner',I certify that I have obtained a copy of the above described document and promise in good faith to deliver it to the"owner'prior to commencement. CONTRACTOR'S/OWNER'S AFFIDAVIT: I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction,zoning and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, County and City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other government agencies may apply to the intended work,and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: - Department of Environmental Protection-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands,Water/Wastewater Treatment. - Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses. - Army Corps of Engineers-Seawalls,Docks,Navigable Waterways. - Department of Health & Rehabilitative Services/Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks. - US Environmental Protection Agency-Asbestos abatement. - Federal Aviation Authority-Runways. I understand that the following restrictions apply to the use of fill: - Use of fill is not allowed in Flood Zone"V"unless expressly permitted. - If the fill material is to be used in Flood Zone "A", it is understood that a drainage plan addressing a "compensating volume"will be submitted at time 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 connection with a permitted building using stem wall construction,I certify that fill will be used only to fill the area within the stem wall. - If fill material is to be used in any area, I certify that use of such fill will not adversely affect adjacent properties. If use of fill is found to adversely affect adjacent properties,the owner may be cited for violating the conditions of the building permit issued under the attached permit application, for lots less than one (1) acre which are elevated by fill,an engineered drainage plan is required. If I am the AGENT FOR THE OWNER, I promise in good faith to inform the owner of the permitting conditions set forth in this affidavit prior to commencing construction. I understand that a separate permit may be required for electrical work, plumbing, signs, wells, pools, air conditioning, gas, or other installations not specifically included in the application. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate,cancel,alter,or set aside any provisions of the technical codes,nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans,construction or violations of any codes. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of permit issuance, or if work authorized by the permit is suspended or abandoned for a period of six(6)months after the time the work is commenced. An extension may be requested, in writing,from the Building Official for a period not to exceed ninety(90)days and will demonstrate justifiable cause for the extension. If work ceases for ninety(90)consecutive days,the job is considered abandoned. WARNING TO OWNER: YOUR URE TO RECORD A NOTICE OF COMMENCE T MAY RESULT IN YOUR PAYING TWICE FOR IMP E OUR PROPERTY. IF YOU INTEND T ANCING,CONSULT WITH YOUR LENDE ATTORNEY BEFORE RECORDING YOUR N F NCEMENT. FLORIDA JURAT(F.S. M7.0 OWNER OR AGENT ONTRACTOR Subscribed and sworn to(or aff ed)before me this Subscribed and sworn (or ed)before me this by by Who is/are personally known to me or has/have produced Who is/are personally known to me or has/have produced as identification. as identification. //�� �4.Aedg44otary Public ' Notary Public &son Corn .G&3h S'3%..0 Commis ' n No. IO ,�� Name of Nota i L wj YESENIA LEON Name of r m ed p ed or stamped ?°;` •��'- NotaryPublic-State of Florida :'�NY'�e`•.. YESENIA LEON " ?°•`• '��o�o. Commission d GG 317536 ��. Notary Public-State of Florida �or rti°c' My Comm.Expires Mar 28,2023 Commission GG 317536 Bonded through National Notary Assn. �9� ` My of Comm.Expires Mar 28,2023 Bonded through National Notary Assn. SHINGLE_ ESTIMATE BRADENTON/SARASOTA TAMPA 641-259-8690 813-302-7440- NA / MYERS 239-249-3100TO AL HOME ' ...: ® A WEST PALM FT.LAUDERDALE_ 561-946-2550 754-812-55.M NAME: 1 l DATE - STREET- CCC133.1.1 CITY/STATE/ZIP: /4 Ilvl W',•Q `c - •�'�-i HOME PHONE: Zeehy� 51 J�J Ho-� AP�P�►A�. I,.Ia CELL PHONE: EMAIL- a DESAT CRIPTION':;' i;;.,. __ ::' '::�::. . • ',,:.. :�$IAI1AOl1NTs. aooF Due Care taken to protect home exterior,shrubs and landscaping. Includes labor to remove existing roof and haul off. Includes Oumpster.Roll off dumpster far paver driveways. } Includes inspecting dark for damage and tenading to code with 80 ring shank nails. Includes saving gutters,soffit,fascia on existing home(some damage may occur us construction). I Includes replacing ridge vents. Includes replacing existing drip edge in choice of color. DRIP EDGE COLOR initial �/]1111q)1 Includes 11/4"roofing collated nails. UJ Oh1 1, e,t/ -� s"! , Includes installing new shingles in choke of color. SHINGLE COLOR K.inlzial �) I! Includes repfacire all lead boots and goose vents(does not Include gas related nts). Includes new galvanized metal in all valleys. Includes Starter Shingle and Ridge Cap per Code. : _ "dudes obtaining and posting permit with local jurisdiction. Includes magnetically sweeping job site,cleaning out gutters and hauling away debris. MATERIAL ARCHITECTURAL ASPHALT LIFETIME SHINGLES V4�Jl(1S Corniti3 UtoiiiaA UNDERLAYMENT EEL&STIC% 3B19-FiL7 9ytlTMMC MISC )rTns�11 Shi ale Ca.Q �ck�e VU1�,1ct�0/1 Sys�'Ewl' N0, . -� •? INCLUDES LABOR AND DUMPSTER TO REMOVE I LAYER(S)OF SHI/N§F ADDITIONAL LAYERS VALL COST$ T_ Deteriorated existing decking replaced at SP R YER ini-tial per sheet of plywood Deteriorated existing decking replaced at$ per linear ft. initlat •Does not include painting tomatch -Does notmclude any stucco repairs where deteriorated llashmg bad to be replaced. - - WARRANTIES Worry-Free Gold 7yr non-prorated WORKMANSHIP INCLUDED Worry-Free Plat(num 35 yr Dll inclusive $ 'Flat rao/scarrya 7yearwarkm hip warranty - •- "CUSTOMER WAIVES INTERIOR DAMAGE PRE-INSPECTION-Customer In WI& a-V (Any interior damage which occurs during construction will not be covered J - 1 OW,Ov` INCLUDES NEW WIND,MITIGATION-INSPECTIO -_TOTAL QO EASY FINANCING OPTIONS Monthly Payment 9.90%APR $ 12 months NO INTEREST $ .Through LWIfir Fan-Bank with opprovcd uedit. •rinandng must be wirpleteprior rastartoJproJect. CUSTOMER SIGNATU E DATE TOTAL;�PILPOOFING U IDATE I HAVE READ AND UNDERSTAND THIS PROPOSAL.THE TERMS AND CONOHTIONS,AND ALL DOCUMENTS REFERENCED THEREIN AND AGREE TO BE BOUND BY THEIR TERMS. ACCEPTANCE OF PROPOSAL:The above prices.their specifications and conditions are satisfactory and are hearby accepted.Contractor its authorized to do the work as specified.By signing Customer acknowledges that Customer is owner of the property where work is to be performed. ALL PAYMENTSARE DUE UPON COMPLETION OF THE PROJECT. Any delay in payments may result In LS%Interest per 30 days. Wind Mitigations are not considered part of the project but offered as a service to our customers through a third party certified licensed Inspection company and shall not be used as reason for any delay of final payment. This agreement constitutes the entire contract by and between contractor and owner and parties are not bound by oral expressions or representation by any party or agent of either party. INSTR#2021 0V303 OR BK 10286 PG 1969 Page 1 Df 1 02/24/2021 11:11 AM RCpt:2265148 Rec: 10.00 DS:0.00 IT:0.00 Nikki Alvarez-Sowles, Esq., Pasco County Clerk&Comptroller t Pnrnvi lb._` Pa—I ID N.1072pb 01 2XI=j0 �—"I b NOTICE OF COMMENCEMENT Slat.of Florida Ce:ctyct Pasco THE UNCERSIONED horoby glx r41irA:hat impravernenl wll ca mado to Censer m11 property,and n araddna wtth Chap'ar 713,F:cnda Statures, Th.fa; vuig inlama5«I to prwidad a iris N-,Tieo of cemmencemort I. Oasvewn orProporty, Pareel Idw'Ltr.catbr Na.10Z1O� Ot 110,-0 '1 -Q5%Vf� •.re Sat Addrass:37jLj-1� ,���L--— . 'cam,- *1,,� Z. GeneralCoCcnobcnof"mpmwmant RE. ROOF I 3. 0ana1 Information v Lasseo Wetmalbn if L4 Lose.contra=4 for the Mproveena+b � L10ySe. Ttus�C� Norco ' 314 $ P,Au Fv AddrosV 4 City 9 su,m i interest In Property OWNER Name of Faa Sar!p!o Tillaholdr..NIA ! N/A (11 dWarenl trap Omer riled abevo) Add C..t0 TOTAL HOME CONTRACTORS DBA TOTAL�'VIOh1E ROOFING state a. ' 597 HAV�!RTY COURT SUITE 40 ROCKLEDGE FL Address C:{ slate Cwtmcloes Tolephono No: 321452-9223 f 5. Surety WA Nam. NIA Address City State Arne al of Band, f N/A Tc:opnona lb. B. Lando- NIA Namo N/A N/A Address City State [[[[[I Landara Tolephono No.: I 7 Persona rAeun Ina Stela of Florida dos;gnalcd by the owr.or upon Mlom notees or other eeCTITIOM may be Varied sa prtv!ded by Secncn 713.17{/ !(7)•Flailda SmlutOw Namo N A N/A NIA Add— N/A city Slaw Te!aphoi.a Nunbis of Dosgnalod Porson. 0. In aedltinn t.Hmserl.dfo om.r designates NIA al NIA in recaft a dopy of ho LICrwrs NedC7JAa pmr.Cvl in Seedoa 713.l3(lXb),Flafda Stata!as. Tatophona Nt.mC.r of Person or Entity Designated by Owner. I�VJ g. Espiridim data of NoEw of Commanconienl(Bto Whaton data may net be bsfera ha CCmpl.den cf mrnin,ecan and f!rs!1`4"rim!o Trio conuselor,but..a bo oat year Irrm the dale of recor@ng untum a allcrent dale's speeded), N/A WARNING TO 01gNER:ANY PAYMENTS 6t?DE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE CF COMMENCEMENT, ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART 1,SECTICN 113.13,FLORIDA STATUTES,AND^AN RESULT IN YOUR PAYING TWICE FCR I.MPROVEIAE,YTS TO Y CA1R PROPERTY. A NOTICE OF COtAhIENCEMEN i MUST BE RECORDEO AND POSTED ON THE JOB SITE BEFORE THE FIRS,INSPECMCN.IF YOU INTEND TO OBTAIN FINANCING.CONSULT � WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING VIORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Ur.1or poneily of peeury.I daa`Are hat I haw mad its foregoing nbtldo of comtmercamwt aril that the facia sta.dd tnaran am true to eat L•ssI of my Nnarkdg.and bo!taI. STATE OF FLOSS COUNTY OF PASCQ ! or Slt;nar.ra 01 O,sr+era eascax,rJ C,Mners or Wssso sUn Aurized l Of ScerDk cctvrPararTJ oc Man oga OWNER i S!,nator�:r�,e�crorru• ,lt to p� 1 Tt•.e!crogdrjj Irs r meni has acmrndodgod bee no ma th,9R " ay of I l 18. 1,20 by as CM N �1 (typo ef autr c,y,erg„oillcor,tnaloa,anomoy in Ixp fd SELF (noma d;TxYw 1' err. .art was alo„-u:aa). Parsor.ry Amara❑0 Produced!dentifutio Notary Sgratura l (� S rYPs of Idnrutr:adon Prndlrcad �� �+ Nnmu(Prot) t•' Notary� Public ofFlonOa t<agan Briggs A My Ca sitai QO osfla54 gati� min Atipn�O�/1a7tlII4 A,;ds'xtr.•.1ncCcec-mmancairenfy�l:3r�3 D ' ' • _ irk/�J ' ��r��f y_�R��x�8'�!}"p,•j. e e 0 1 ♦ ® B _ ""_T�� BCIS Home Log In User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications I Contact Us BCIS Site Map j Links Search I Florida ;:off Product Approval USER:Public User r P t Apyroval Menu>Product or Application Search>Application List>Application Detail r FL# FL9777-R14 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscoming.com Authorized Signature Greg Keeler greg.keeler@owenscoming.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Zachary R. Priest Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies,LLC Quality Assurance Contract Expiration Date 12/31/2024 Validated By Steven M.Urich,PE Validation Checklist-Hardcopy Received Certificate of Independence FL9777 R14 COI OCR14002.1la 2020 FBC Eva[Weatherlock Non-HVHZ inal pdf Referenced Standard and Year(of Standard) Standard Year ASTM D 1970 2015 ASTM D 226 2009 ASTM G 155 2013 TAS 103 2020 UL1897 2012 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/17/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Date Approved 02/09/2021 Date Revised 02/10/2021 Summary of Products FL# Model,Number or Name Description 9777.1 Weatherlock G Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use In HVHZ: No FL9777 R14 II OCR14002.11a 2020 FBC Eval Weatherlock Approved for use outside HVHZ:Yes Non-HVHZ final.pdf 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 FL9777 R14 AE OCR14002.11a 2020 FBC Eval Weatherlock Non-HVHZ final.Rdf Created by Independent Third Party:Yes 9777.2 WeatherLock G(High Tear) Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R14 II OCRI4002.11a 2020 FBC_Eval Weatherlock Approved for use outside HVHZ:Yes Non-HVHZ final.pdf Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL9777 R14 AE OCR14002.11a 2020 FBC Eval Weatherlock Non-HVHZ flnal.pdf Created by Independent Third Party:Yes 9777.3 Weatherlock MAT Waterproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:Yes F0777 R14 II-OCR14002.11b 2020 FBC Eval Weatherlock Approved for use outside HVHZ:No HVHZ final.pdf 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 FL9777 R14 AE OCR14002.11b 2020 FBC Eval Weatherlock HVHZ final.pdf Created by Independent Third Party:Yes 9777.4 Weatherlock MAT. Waterproofing Underlayment l © Limits of Use Installation Instructions ! Approved for use in HVHZ:'No FL9777 R14 II OCR14002.Ila 2020 FBC.Eval Weatherlock' ! Approved for use outside HVHZ:Yes Non-HVHZ final.pdf 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 FL9777 R14 AE OCR14002.11a 2020 FBC Eval Weatherlock i Non-HVHZ final.pd Created by Independent Third Party:Yes 9777.5 WeatherLock Metal Weatherproofing Underlayment Limits of Use Installation Instructions Approved for use in HVHZ:No FL9777 R14 II OCR14002.11a 2020 FBC Eva[Weatherlock Approved for use outside HVHZ:Yes Nan-HVHZ final.pdf Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FL9777 R14 AE OCR14002.11a 2020 FBC Eval Weatherlock Non-HVHZ final.pdf Created by Independent Third Party:Yes 9777.E ff ffWe.tlerLock Metal Weatherproofing Underlayment - Limits of Use Installation Instructions ^ Approved for use in HVHZ:Yes FL9777 R14 II OCR14002.11b 2020 FBC Eval Weatherlock Approved for use outside HVHZ:No HVHZ final.pdf Impact Resistant:N/A Verified By: Zachary R.Priest PE-74021 Created by Independent Third Party:Yes Design Pressure:N/A Evaluation Reports Other:See evaluation report for limits of use. FL9777 R14 AE OCR14002 lib 2020 FBC Eval Weatherlock HVHZ final.pd Created by Independent Third Parry:Yes 9777.7 M Weatherlock Specialty Tile&Metal Weatherproofing Underlayment `^ Limits of Use Installation Instructions Approved for use in HVHZ: No FL9777 R14 II 0CR14002.11a 2020 FBC Eval Weatherlock Approved for use outside HVHZ:Yes Non-HVHZ rinal.pd Impact Resistant:N/A Verified By: Zachary R.Priest 74021 Design Pressure:+0/-142.5 Created by Independent Third Party:Yes Other:See evaluation report for limits of use, Evaluation Reports FL9777 R14 AE OCR14002.11a 2020 FBC Eval Weatherlock Non-HVHZ final.pd� Created by Independent Third Party:Yes ' B3CI5 7'i C:tt Contact Us::2601 Blair Stone Road,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 a-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: ®®E�M Credit Card Safe CREEK Certificate of Authorization No. 29824 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,r EDITION(2020) Manufacturer: OWENS CORNING Issued December 17, 2020 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 www.owenscornina.com Manufacturing Location: Brentwood, NH Houston,TX Quality Assurance: PRI Construction Materials Technologies, LLC(QUA9110)) SCOPE Category: Roofing Subcategory: Underlayments Code Sections: 1504.3.1, 1507.1.1 Properties: Physical properties REFERENCES Enfty Report No. Standard Year PRI Construction Materials Technologies(TST5878) NEI-039-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) NEI-042-02-01REV2 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) NEI-045-02-01 ASTM G 155 2013 PRI Construction Materials Technologies(TST5878) NEI-053-02-01 ASTM G 155 2013 PRI Construction Materials Technologies(TST5878) NEI-093-02-02 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) OCF-213-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies(TST5878) OCF-237-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 4798 2011 PRI Construction Materials Technologies(TST5878) OCF-252-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) OCF-253-02-02 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) OCF-293-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) OCF-296-02-02 ICC-ES AC 188' 2012 ICC-ES AC 48 2012 PRI Construction Materials Technologies(TST5878) OCF-297-02-01.1 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) OCF-318-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) OCF-320-02-01 ASTM G 155 2005a2013 PRI Construction Materials Technologies(TST5878) OCF-321-02-01 ASTM D 1623 2009 PRI Construction Materials Technologies(TST5878) OCF-322-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST5878) OCF-355-02-01 UL 1897 2012 PRI Construction Materials Technologies(TST5878) OCF-356-02-01.1 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) OCF-356-02-02.1 TAS 103 2020 PRI Construction Materials Technologies(TST5878) OCF-356-02-04.1 ASTM D 1623 2009 PRI Construction Materials Technologies(TST5878) OCF-424-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies(TST5878) OCF-424-02-03 TAS 103 2020 PRI Construction Materials Technologies(TST5878) OCF-424-02-04 ASTM D 1623 2009 PRI Construction Materials Technologies(TST5878) 1378T0043 TAS 103 2020 PRI Construction Materials Technologies(TST5878) 1378TO120 TAS 103 2020 PRI Construction Materials Technologies(TST5878) 1378TO121 ASTM D 1623 2019 TAS 103 2020 PRI Construction Materials Technologies(TST5878) 1378TO130 ASTM D 1623 2019 TAS 103 2020 'Determined to be equivalent to ASTM D 226-09,Type I and II OCR14002.11 a FL9777-R14 Page 1 of 4 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. C1 1 OWENS CORNING ROOFING AND ASPHALT LLC 1 1 K WeatherLock@ Underlayments(Non-HVHZ) TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND LIMITS OF USE WeatherLock@ G WeatherLock@ G is an ASTM D 1970 self-adhered underlayment constructed from SBS (Brentwood, NH or modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The Houston, TX) product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@ G is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roofing coverings. Exposure on the roof deck shall be limited to a maximum 30 days. WeatherLock@ Mat WeatherLock® Mat is an ASTM D 1970 self-adhered underlayment constructed from (Brentwood, NH or .SBS modified asphalt with a fiberglass mat.reinforcement. The product is supplied in is Houston, TX) 1-sq. rolls with nominal dimensions of 3-ft x 33.3-ft and 2 sq. rolls with nominal dimensions of 3-ft x 66JA WeatherLock@ Mat is permitted to be-used as prescribed in FBC Section 1507.1.1 and , Table 1507.1.1.1 for mechanically attached roof coverings. Exposure on the roof deck . shall be limited to a maximum 30 days. WeatherLock@ Metal WeatherLock@ Metal is an ASTM D 1970 self-adhered underlayment constructed from (Brentwood, NH) SBS modified asphalt with a fiberglass mat reinforcement and plastic film surface. The product is supplied in 2.0 sq.rolls with nominal dimensions of 3-ft x 66.7-ft. WeatherLock@ Metal is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 90 days. WeatherLock@ WeatherLock@ Specialty Tile & Metal (Green Facer) is an ASTM D 1970 nd FRSA/TRI Specialty Tile&Metal Florida High Wind Concrete and Clay Tile Installation Manual, Sixth Edition compliant (Green Facer) self-adhered underlayment constructed from SBS modified asphalt and surfaced with a (Brentwood, NH) non-woven polyester fabric. The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft. WeatherLock@ Specialty Tile & Metal (Green Facer) is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1. WeatherLock@ Specialty Tile & Metal (Green Facer)is permitted to be used with adhered clay or concrete tile roofing using Dupont TILE BOND Tr" Roof Tile Adhesive. Exposure on the roof deck shall be limited to a maximum 90 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. WeatherLock@ WeatherLock@ Specialty Tile & Metal (Gray Facer) is an ASTM D 1970 and FRSA/TRI Specialty Tile&Metal Florida High Wind Concrete and Clay Tile Installation Manual, Sixth Edition compliant (Gray Facer) self-adhered underlayment constructed from SIBS modified asphalt and surfaced with a (Brentwood, NH) non-woven polyester fabric. The product is supplied in 2.14 sq. rolls with nominal dimensions of 3-ft x 71.3-ft. WeatherLock@ Specialty Tile&Metal (Gray Facer)is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1. WeatherLock@ Specialty Tile & Metal (Gray Facer) is permitted to be used with adhered clay or concrete tile roofing using Dupont TILE BONDTm Roof Tile Adhesive or ICP Adhesive's Polyset RTA-1. Exposure on the roof deck shall be limited to a maximum 180 days. The maximum roof slope shall be 6:12 when used with clay or concrete tile installations without battens. Tile shall be stored on battens for roof slopes greater than 6:12. Tiles shall not be stacked greater 10 tiles per stack. OCR14002.11 a FL9777-R14 Page 2 of 4 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. CDEEK OWENS CORNING ROOFING AND ASPHALT LLC 1 1 WeatherLock@)Underlayments(Non-HVHZ) TECHNICAL SERVICES, LLC WeatherLock®G WeatherLock®G(High Tear)is an ASTM D 1970 self-adhered underlayment used as an (High Tear) alternative to ASTM D 226,Type II roofing felt. The underlayment is composed of SBS (Houston, 7X) modified asphalt with a fiberglass mat internal reinforcement and is surfaced with granules. The product is supplied with a nominal thickness of 50 mils in 1.95-sq rolls with nominal dimensions of 3-ft x 65-ft. WeatherLock® G (High Tear) is permitted to be used as prescribed in FBC Section 1507.1.1 and Table 1507.1.1.1 for mechanically attached roof coverings. Exposure on the roof deck shall be limited to a maximum 30 days. PRODUCT APPLICATION Min. Roof Slope: 2:12 in accordance with the FBC Application: All underlayments shall be installed in accordance with the FBC. 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. Prior to beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3" side laps and minimum 6"end laps staggered min.6-ft.from preceding course. Additionally, if applying WeatherLock® Specialty Tile & Metal (Green Facer) and WeatherLock®Specialty Tile&Metal (Gray Facer), end laps shall be primed with ASTM D 41 primer or sealed with asphalt roof cement a minimum of 3-4 inches across the width of the lap. It is permissible to back nail the underlayment 12-inches on-center as needed(nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Additionally, WeatherLock® Specialty Tile & Metal (Green Facer) and WeatherLock® Specialty Tile & Metal (Gray Facer) shall be back nailed when installed on roof slopes greater than 3:12. Min.Application 40°F; Contact the manufacturer when installing at temperatures below the minimum Temperature: application temperature. WIND RESISTANCE The Maximum Design Pressures shown below were calculated using a 2:1 margin of safety per FBC Section 1504.9. Underlayment System No.1 —WeatherLock Specialty Tile&Metal (Green Facer)Only Roof Deck: Min. 15/32-inch CDX plywood attached to wood supports spaced a maximum 24"o.c. Underlayment: WeatherLock® Specialty Tile & Metal (Green Facer) shall be applied in accordance with manufacturer's installation instructions to the fastened deck and backnailed along the selvage with minimum 12ga., 1-1/4-inch galvanized ring shank roofing nails through optionally primed, 32ga. x 1-5/8-inch 0 tin caps spaced 12" o.c. The applied underlayment shall be rolled with a minimum 751b steel roller immediately following application. Maximum Design -142.5 psf Pressure: OCR14002.11a FL9777-R14 Page 3 of 4 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. DEEK OWE CORNING ROOFING AND ASPHALT LLC 1 WeatherLockO Underlayments(Non-HVHZ) TECHNICAL SERVICES, LLC GENERAL LIMITATIONS 1) This evaluation report is not use in the HVHZ. 2) Fire Classification is not within the scope of this evaluation. 3) 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. 4) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 5) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 6) All side lap seams shall be installed to shed water from the deck. 7) The underlayment may be used as described in other current FBC product approval documents. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) 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 Florida Building Code 7th Edition (2020)as evidenced in the referenced documents submitted by the named manufacturer. 2020.12.17 ,,,%G�P(�Y Q'.•'�,�G•EMS�'F�j��. No 74021 12.42.04 ' � �� •�� � 6ptM.yre glsrory0.Pnnf -05'00' :'33' STATE OF .'44J 'c� P,:�_b Zachary R. Priest, P.E. �s R�. C? �` Florida Registration No.74021 ,,S�pN A�E� % Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE 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 OCR14002.11a FL9777-R14 Page 4 of 4 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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. 1/6/2021 Florida Building Code Online ►i 1W BCIS Home I Log In I User Registration i Hot Topics i Submit Surcharge Stats&Facts i Publications I Contact Us �' BCIS Site Map'i Links I Search'.l b a1/�■ n;i ✓;1'1Product Approval I I USER:Public User d �Fr�.:.nn ProductRRroval Menu>Product or Application Search>Application List>Application Detail FL# FL10674-R16 Application Type Revision Code Version 2020 Application Status Pending FBC Approval Comments Archived , I Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo,OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Mel Sancrant Address/Phone/Email 1 Owens Corning PKWY Toledo,OH 43659 (419)376-8360 mel.sancrant@owenscornig.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer D Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the Robert J.M.Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 01/01/2099 Validated By John W. Knezevich,PE -1 Validation Checklist-Hardcopy Received Certificate of Independence FL10674 R16 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 ASTM D3161 2016 ASTM D3462 2010 ASTM D7158 2019 Equivalence of Product Standards Certified By Sections from the Code hftps://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtBNbEY5Vp/o2boQT`/o2b6w7ahReg[CQ8ucR6ixEAIpOjcKTwWbw%3d%3d 1/2 1/6/2021 Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 12/11/2020 Date Validated 12/17/2020 Date Pending FBC Approval 12/26/2020 Summary of Products FL# Model,Number or Name Description 10674.1 Owens Corning Asphalt Roofing 3-tab,4-tab,laminated,starter and hip&ridge shingles Shingles and Starters Limits of Use Installation Instructions Approved for use in HVHZ: No FL10674 R16 I1 2020 12 11 FINAL ER OC ASPHALT Approved for use outside HVHZ:Yes SHINGLES FL10674-R16.odf Impact Resistant: N/A Verified By: Robert 1. M. Nieminen PE-59166 Design Pressure:N/A Created by Independent Third Party: Yes Other: Refer to ER,Section 5. Evaluation Reports FL10674 R16 AE 2020 12 11 FINAL ER OC ASPHALT SHINGLES FL10674-R16.pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copy�ht 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 emalls 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: ® M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtBNbEY5V%2boQT%2b6w7ahReglCQ8ucR6ixEAlpOicKTwWbw%3d%3d 2/2 MEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-1111 One Owens Corning Parkway F1.10674-1116 Toledo,OH 43659 Date of Issuance:02/06/2012 (740)404-7829 Revision 11: 12/11/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the Ph Edition(2020)Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.2.7.1/R905.2.6.1 CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words "MEMO I etc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request,a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through'10. Prepared by: .�o'Ta;«:t�,•.,;- , � n•.� The facsimile seal appearing was authorized by Robert Robert J.M. Nieminen,P.E. .;�F..::� ���y, Nieminen,P.E.on 12/11/2020.This does not serve as an Florida Registration No.59166,Florida DCA ANE1983 r�...,.;,;,,:�''' electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2018 NEMO ETC,LLC ONEMOletc. ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the 7t1 Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.4,R905.2.3 Physical Properties ASTM D1970 2015 1507.2.5,R905.2.4 Material standard ASTM D3462 2010 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2016 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2019 3. REFERENCES: Entity Examination Reference Date Owens Corning Declaration Equivalency Declaration 08/06/2019 PRI(TST5878) ASTM D1970 OCF-382-02-01 10/24/2017 UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 PRI(QUA9110) Quality Control Service Confirmation 04/05/2020 PRI(QUA9110) Quality Control Florida BCIS Current 4. PRODUCT DESCRIPTION:; TABLE 1:ASPHALT SHINGLE COMPONENTS Type Product Plant(s) Material Description Standard Starter Strip Shingle H-TX,OR Accessory Starter Strip Plus MN,OR ASTM D3462 starter strips for asphalt roof shingles Starter SRS TopShield Starter MN,OR Strips Starter Shingle Roll NH ASTM D1970 mineral-surfaced,fiberglass-reinforced, self-adhering SBS modified bitumen starter Supreme- GA,CA,CO,I-TX,NJ,OH, ASTM D3462 fiberglass reinforced 3-tab asphalt TN,OR,IL roof shingles Berkshire' MN ASTM D3462 fiberglass reinforced,4-tab asphalt roof shingles Duration'Premium CA,OR Asphalt Duration'Premium COOL CA TruDefinition°Duration*Shingles ° IN,CA,CO,I-TX,FL,NJ,OH, TruDefinition°Duration MN,OR,GA,IL,TN fiberglass reinforced,laminated Designer Color Collection ASTM D3462 GA,IN,CA,CO,H-TX,I-TX, asphalt roof shingles Oakridge° FL,NJ OH,TN TruDefinition°Oakridge° H-TX,I-TX WeatherGuard°HP TN NEMO ETC,LLC Evaluation Report 037940.02.12-R31 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 2 of 10 ONEMO I etc. TABLE 1:ASPHALT SHINGLE COMPONENTS Type Product Plant Materials) Standard Description Berkshire*Hip and Ridge MN Shingles with Sealant Hip and DuraRidge®Hip and Ridge MN fiberglass reinforced,hip and ridge Ridge Shingles with Sealant ASTM D3462 asphalt roof shingles Shingles ProEdge GA,CA,OH,OR WeatherGuard'HP Hip and TN Ridge Shingles S. UMITATIONS:� 5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5_5 Wind Classification:Refer to Section 6 for installation requirements to meet wind classifications TABLE 2A:WIND CLASSIFICATIONS,ASPHALT SHINGLES Product FBC Table 1507.2.7.1 or R905.2.6.1 Supreme' Berkshire' Duration'Premium Duration'Premium COOL TruDefinition'Duration' ASTM D3161(F)&ASTM D7158(H) TruDefinition'Duration'Designer Color Collection Oakridge' TruDefinition'Oakridge' WeatherGuard'HP 5.5.1 Classification by ASTM D7158: ASTM D7158,Class H applies only to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. MEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 3 of 10 ONEMO I etc. TABLE 2B:WIND CLASSIFICATIONS,STARTER STRIPS AND HIP&RIDGE Type Product FBC Table 1507.2.7.1 or R905.2.6.1 Starter Strip Shingle Starter Strips Starter Strip Plus ASTM D3161,Class F SRS TopShield Starter Berkshire'Hip and Ridge Shingles with Sealant Hip&Ridge DuraRidge®Hip and Ridge Shingles with Sealant ASTM D3161,Class F Shingles ProEdge® WeatherGuard°HP Hip and Ridge Shingles 5.5.2 Refer to Owens Corning published information on wind resistance and installation limitations. 5.6 All components in the roof assembly shall have quality assurance audit in accordance with F.A.C. Rule 61G20-3. Refer to the Product Approval of the component manufacturer for components that are produced by a Product Manufacturer other than the report holder on Page 1 of this Evaluation Report. INSTALLATION:6.6.1 GENERAL: 6.1.1 Roof deck, slope, underlayment and fasteners shall comply with FBC 1507.2 / R905.2 and the shingle manufacturer's minimum requirements. 6.1.2 Underlayment shall be acceptable to the shingle manufacturer and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3,1507.2.4 or R905.2.3. 6.1.3 Fasteners shall be in accordance with the shingle manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.1.4 Owens Corning asphalt shingles are acceptable for use in reroof(tear-off) or recover applications,subject to the limitations set forth in FBC Section 1511 or R908 and published installation instructions. 6.2 ACCESSORY STARTERS: 6.2.1 Installation of Starter Strip Shingle, Starter Strip Plus and SRS TopShield Starter shall comply with the Owens Corning current published instructions,using minimum five(5)nails per strip. Feltunderiayment Deck R*undedayment Deck S4-adhered Weatherloek0 `L• Self-adhered undarlaymant WeatherLock° underlaymont Drip Drip edge Drip— Drip edge edge edge ab Nails located N located r-T from eave 2=3"from eave Install first Self-searing adhesive hstal first Starter Strip Plus petitio ng adhesive Starter Strip positioned along eave with V removed Ppositionednad abna*awe shingle with tYremoved Starter Strip shingle overhangs eaves and rakes M-114 Startat Strip Plus overhangs eaves and rakestl4^-3/4• Figure 1:Minimum Nailing,Starter Strip Figure 2:Minimum Nailing,Starter Strip Plus NEMO ETC,LLC Evaluation Report 037940.02.12-Rll Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 4 of 10 ON EMO etc. 6.2.2 Installation of Starter Shingle Roll shall comply with the Owens Corning current published instructions. Deck Undedayment Drip edge = Drip edge < _ Starter Shingle Roll adhered directly to underlayment and primed drip edge - Self-sealing adhesive positioned along eaves Figure 3:Starter Shingle Roll 6.3 ASPHALT SHINGLES: 6.3.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions, using minimum four(4)nails per shingle in accordance with FBC 1507.2.7 or R905.2.6,with the following exceptions: ➢ Berkshire shingles require minimum five(5) nails per shingle. ➢ WeatherGuard®HP shingles require minimum six(6)nails per shingle. Where the roof slope exceeds 21 units vertical in 12 units horizontal,special methods of fastening are required Refer to Owens Corning published information on wind resistance and installation limitations. 6.3.1.1 Supreme: Normal Mansard or Area pare Normal Mansard or Aran pare Wind Areas High Wind deavanes y Wind Areas High Wind deavanes y Area pare vientos normales Areas vientos fuertes Area pare vientos normales Areas vientos fuertas t• (A) V rt• 2• (B 2' 1• t" (A) t• t• 2- (BI r2. t. tt• t2 t21 r t . . . . . . . . . . . . 6"Exposure 6 518•Exposure Exposieiun Exposleidn Figure 4:Minimum Nailing,Supreme Figure 5:Minimum Nailing,Supreme (Standard Size) (Metric Size) NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization a32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11;12/11/2020 Page 5 of 10 ONEMOletc. 6.3.1.2 Berkshire®: Sealant strip Sealant strip La tlra de sellador La tea de seflador 8Iff 9 Vf 9 Yf 8 Yf t n 8 W 812. 8 W, 8 W } s Figure 6: S-Nail Pattern,Berkshire Figure 7: 6-Nail Pattern,Berkshire Sealant strip La tire de sellador t,8 Yf 8 Yf 8 Yf 8 Yf 1" 1 r� 1 I-� •�.. 2" AsphaH roofing cement Cemento de techo de astalto Figure 8: Mansard or Steep Slope Pattern,Berkshire NEMO ETC,LLC Evaluation Report 037940.02.12-1131 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 6 of 10 OMEMO I etc. 6.3.1.3 Duration® Premium, TruDefinition® Duration, Duration® Premium COOL & TruDefinition® Duration' Designer Color Collection: 4-Nail Fastening Pattern SureNail®fastening area width Nail,Typical 1" 12" 12" 1" Cr.'enz Coming Su�eNaild •'ml. S�!++a��-a • Qreis CominA SceNa1B • lr1l8" 5-W •�Doswt Figure 9:Standard 4-Nail Pattern,Duration 6-Nail Fastening Pattern SureNail®fastening area width Nail,Typical. 1" 12" 12" 1" teens coming Su x-d • •a--Coming s—KaSL • 5-1111" 5 518" eapos�v. F F ' Figure 10: 6-Nail Pattern,Duration Fastening for Slopes Greater Than 21:12 SureNail®fastening area width Nall,Typical 1" 12" 121' 1" rb Sena C-1W S—Na1 • .•! amS dqum�cuanp •Oram Comhq sumNaAV • 6.118" 5.518" e�osus 12" Four 1"Spots of Asphalt Roofing Cement Figure 11: Mansard or Steep Slope Pattern,Duration MEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization a32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-R16 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 7 of 10 OMEMO etc. 6.3.1.4 TruDefinition'Oakridgem,Oakridge®: 4 Nall Pattern 6 Nall Pattern Esquema con 4 clavos Esquema corn 6 clavos t° t° r r IF 12 --I►I hF— tz 5 5/8"Exposure Nags 5 5/8"Exposure Nails Exposfcicndo66/8pulg. Cfavas Exposieda&56/8pufg 6 5/9"Exposure Davos S am"Exposure Erposfcldn de 65/8 pule. Exposition de 65/9 pule. Figure 12:Standard 4-Nail Pattern,Oakridge Figure 13:6-Nail Pattern,Oakridge Fastening for Slopes Greater Than 21:12 SureNalM fastening area width Nall,rypleal 1" 12" 12" 1" pa2ns Canfna 5 Yaf • •K mS 74"m]su>+O •O.em Carttlip SwelLaW • e-1/a" 5.518" �n To�21. Four 1"Spots of Asphalt Roofing Cement Figure 14:Mansard or Steep-Slope Pattern,Oakridge 6.3.1.5 WeatherGuard®HP: 6 Nail Pattern Esquema con 6 clavos Wd 61/8'from bottom of shingle Clave a 6118 pIrlg.de to 5 518"Exposure 6 Fasteners pane inferior de la t4a r Exposition de 5 518 pulg. 6 su s jetadore I<� 12P >z tsars tf�. — Me cam — 5 5f5'Elmasvo 5 518°E cposluo Four 1'Spots of Asphalt Roof Cement EVI dodo 5 52 pule. Expecidn do 5 5fe p31g. Cuomo pun los do cemmilo de ferlro de asfaffo de I pulgada Figure 15:6-Nail Pattern,WeatherGuard HP Figure 16:Mansard or Steep-Slope Pattern,WeatherGuard HP NEMO ETC,LLC Evaluation Report 037940.02.12-Rll Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION F1.10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 8 of 10 OMEMO I etc. 6.4 HIP AND RIDGE SHINGLES: 6.4.1 Installation of asphalt shingles shall comply with the Owens Corning current published instructions. ➢ Berkshire' Hip and Ridge Shingles with Sealant and DuraRidge° Hip and Ridge Shingles with Sealant require minimum two(2)nails per shingle. ➢ WeatherGuard®HP Hip and Ridge Shingles and ProEdge°require minimum four(4)nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations. 6.4.1.1 Berkshire®Hip and Ridge with Sealant and DuraRidge®Hip and Ridge Shingles with Sealant: Fig. A Prevailing Wind Direction Fig. B Top View �— Direccion del viento redominante Vista superior P Il° 1°IH Nail 25/1 Clavo Nails A I • Owens Coming sureNwl' • Clavos W I I I I NZ— zs=ll U Erposure + y 1 4) posicib de 8 pulg V 1 I I A 12" Figure 17:Isometric View,Berkshire and DuraRidge Figure 18:Plan View,Berkshire and DuraRidge 6.4.1.2 WeatherGuard°HP Hip and Ridge Shingles: Fig.A 4 4 Fig.C Hip&Ridge Shingle Fastening Prevailing Wind TopVlew �—Dlrectbn p A Nails 4 4 A i i Nails Nails A I I 7" 4 2" AA I I I I •4 Exposure g. Exposure 12, Figure 19:Isometric View,WeatherGuard HP Hip and Ridge Figure 20:Plan View,WeatherGuard HP Hip and Ridge NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 9 of 10 ONEMOjetc. 6.4.1.3 ProEdge®: Prevailing Standard �_tt Wind Direction Fastening Sealant Strip Pattern 6'Exposure • 12' 1 Sealant Fasten 711:' ° 6 Exposure Cover Exposed ! 1 Fasteners with Roof Cement Figure 21:Isometric View,ProEdge Figure 212Plan View,ProEdge 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING:PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY PRI Construction Materials Technologies, LLC—QUA9110; 813 621-5777; bwilson@pricmt.com - END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 037940.02.12-1111 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL10674-1116 Owens Corning Asphalt Roof Shingles Revision 11:12/11/2020 Page 10 of 10 1/15/2021 Florida Building Code Online or 1 ' 1 • • 1 .1 • + a 1 Jill III I'- BCIS Home I Log In I User Registration Hot Topics I Submit Surcharge Stats&Facts I Publications f Contact Us I BCIS Site Map I Links Search b a ra Product Approval USER: Public User l.C4wU"r:�4lA�Bru $�'C:tca�d�Fi�lr IIC� Product Approval Menu >Application Detail • ; I FL # FL32344-R1 Application Type Revision Code Version 2020 Application Status Pending FBC Approval Comments Archived C Product Manufacturer Owens Corning Roofing and Asphalt, LLC Address/Phone/Email One Owens Corning Parkway Toledo, OH 43645 (740) 321-6345 Greg.Keeler@owenscorning.com Authorized Signature Keeler Greg Greg.Keeler@owenscorning.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Underlayments https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDqu06fur%2fZN00[yVpO6mrKFjUpV6vnB6jKEzzSO8%2fRaQFw%3d%3d 1/3 1/15/2021 Florida Building Code Online Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer L Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 05/05/2021 Validated By John W. Knezevich, PE L. Validation Checklist - Hardcopy Received Certificate of Independence FL32344 R1 COI 2020 01 COI NIEMINEN.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/11/2020 Date Validated 12/15/2020 Date Pending FBC Approval 12/17/2020 Summary of Products FL # Model, Number or Name Description 32344.1 RhinoRoof GRN Granule-surfaced, self-adhering roof underlayment https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDqu06fur%2fZNOOIyVpO6mrKFjUpV6vnB6jKEzzSO8%2fRaQFw%3d%3d 2/3 1/15/2021 Florida Building Code Online Limits of Use Installation Instructions Approved for use in HVHZ: No FL32344 R1 II 2020 12 10 FINAL ER RHINOROOF Approved for use outside HVHZ: Yes GRN FL32344-R1.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER Section 5 for Limits of Use. Evaluation Reports FL32344 R1 AE 2020 12 10 FINAL ER RHINOROOF GRN FL32344-RI.pdf Created by Independent Third Party: Yes Lack fEext Contact Us :: 2601 Blair Stone Road,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: ►r3� ® eChctY Credit Card Safe https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDquO6fur%2fZNO0[yVpO6mrKFjUpV6vnB6jKEzzSO8%2fRaQFw%3d%3d 3/3 MEMO I etc. Certificate of Authorization#32455 353 Christian Street,Unit#13 Oxford,CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT REPORTEVALUATION Owens Corning Roofing and Asphalt,LLC Evaluation Report 3m-OC-20-FBCER.01-R1 One Owens Corning Parkway FL32344-Rl Toledo,OH 43659 Date of Issuance:06/04/2020 (740)321-6345 Revision 1:12/10/2020 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida.The documentation submitted has been reviewed by Robert Nieminen, P.E.for use of the product under the Florida Building Code. The products described herein have been evaluated for compliance with the 71h Edition(2020) Florida Building Code sections noted herein. DESCRIPTION: RhinoRoof®GRN LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE:This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance or production facility location(s)changes,or Code provisions that relate to the product(s)change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT:The Florida Product Approval Number (FL#) preceded by the words "NEMOIetc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 3. Prepared by: mix 4 Robertl.M. Nieminen,P.E. The facsimile seal appearing was authorized by Robert Florida Registration No.59166 Florida DCA ANE1983 :;���^ti.gL�;,` Nieminen,P.E.on 12/10/2020.This does not serve as { ...,.rt" an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC,LLC does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. ©2019 NEW ETC,LLC OMEMO I etc. ROOFING COMPONENT EVALUATION: SCOPE:I. Product Category: Roofing Sub-Category: Underlayment Compliance Statement: RhinoRoof® GRN, as produced by Owens Corning Roofing and Asphalt, LLC, has demonstrated compliance with the following sections of the 7eh Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.1.1,1507.2.4,1507.2.9.2 Material standard ASTM D1970 2015 /R905.1.1,R905.2.8.2 3. REFERENCES: Entity Examination Reference Date PRI(TST5878) ASTM D1970 OCF-293-02-03 12/20/2017 PRI(TST5878) ASTM D1970 OCF-253-02-02 12/21/2017 Owens Corning Quality Control Declaration 07/15/2020 PRI(QUA9110) Quality Control Service Confirmation 05/05/2020 PRI(QUA9110) Quality Control Florida BCIS Current 4. PRODUCT DESCRIPTION: Product Material Standard Plant(s) Description RhinoRoof®GRN ASTM D1970(Table 1)' Brentwood, NN Granule-surfaced,self- Houston,TX adhering, roof underlayment 5,. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMO ETC,LLC nor Robert Nieminen,P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami- Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 RhinoRoof GRN may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed,a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 1 Agreement between purchaser and seller,as set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance of RhinoRoof GRN. MEMO ETC,LLC Evaluation Report 3m-OC-20-FBCER.01-R3 Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL32344-R1 Owens Corning RhinoRoof®GRN Revision 1:12/10/2020 Page 2 of 3 OMEMO I etc. 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4&1507.5 1507.7 1507.8&1507.9 Clay and Concrete TILE Metal Wood Underlayment Asphalt Slate or Slate- Mechanical Adhesive- Panels Shingles' Type Shingles Attach Set g g Shingles Shakes Yes RhinoRoof®GRN Yes No No No No Yes (joint strips,1507.1.1.3/ R905.1.1.3) 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Substrates(designed to meet wind loads for project) Underlayment Application Type Primer Material(s) RhinoRoof®GRN self-adhering Deck/sheathing None Plywood 5.8 Attachment Limitations: For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with the manufacturer's installation instructions, but—for mechanically attached underlayments or base sheets-not less than FBC 1507.1.1 or R905.1.1. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure(days) RhinoRoof®GRN Mechanically attached 30 6. INSTALLATION: 6.1 RhinoRoof GRN shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3 RhinoRoof®GRN: Shall be installed in compliance with requirements for an approved self-adhering underlayment(ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed,and the manufacturer's installation instructions. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C.Rule 611320-3 CIA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: PRI Construction Materials Technologies, LLC—QUA9110;(813)621-5777;bwilson@pricmt.com -END OF EVALUATION REPORT- MEMO ETC,LLC Evaluation Report 3m-OC-20-FBCER.01-Ri Certificate of Authorization#32455 7-EDITION(2020)FBC NON-HVHZ EVALUATION FL32344-RI Owens Corning RhinoRoof®GRN Revision 1:12/10/2020 Page 3 of 3 Florida Building Code Online 1/14/21,10:40 AM u.Par�aaRw . • ® 11 1 • ' � � '` I fit F - - BCIS Home Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications Contact Us ,I BCIS Site Map Links •search E Florida -i L;"N�r �Product Approval USER:Public User ?i^'77,ae,N LL:�w Product Approval Menu>Product or Application Search>Application List>Application Detail • FL# FL10758-R8 Application Type Revision Code Version 2020 Application Status Approved Comments Archived Product Manufacturer Owens Corning Address/Phone/Email One Owens Corning Parkway Toledo, OH 43659 (740)404-7829 greg.keeler@owenscorning.com Authorized Signature Greg Keeler greg.keeler@owenscorning.com Technical Representative Greg Keeler Address/Phone/Email 2790 Columbus Road Granville,OH 43023 (740)321-6345 greg.keeler@owenscorning.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System 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 Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity PRI Construction Materials Technologies, LLC Quality Assurance Contract Expiration Date 12/31/2024 Validated By Steven M. Urich, PE Validation Checklist-Hardcopy Received Certificate of Independence FL10758 R8 COI OCR14003.4 2020 FBC Eval Vents final �df Referenced Standard and Year(of Standard) Equivalence of Product Standards https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvldAvite0Y0%2bC3zFtrydg9fPhgLACiVmFHfXgoD3ASJQ%3d%,3d Page 1 of 3 Florida Building Code Online 1/14/21,10:40 AM Certified By Sections from the Code 1708.2 Product Approval Method Method 2 Option B Date Submitted 08/10/2020 Date Validated 12/16/2020 Date Pending FBC Approval 09/18/2020 Date Approved 12/17/2020 Summary of Products FL# Model,Number or Name Description 10758.1 VentSure 4-Foot Strip Heat and Copolymer plastic low profile attic ridge vents for installation Moisture Ridge Vents in shingle roof systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL10758 R8 II OCR14003.4 2020 FBC Eval Vents final_pdf Approved for use outside HVHZ:Yes Verified By: Zachary R. Priest 74021 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to evaluation report FL10758 R8 AE OCR14003.4 2020 FBC Eval Vents final,_,.pdf Created by Independent Third Party: Yes 10758.2 VentSure Low Profile Slant Back Galvanized metal roof vent Roof Vent With Exterior Louver Limits of Use Installation Instructions Approved for use in HVHZ: No FL10758 R8 II OCR14003.4 2020 FBC Eval Vents fina pdf Approved for use outside HVHZ:Yes Verified By: Zachary R. Priest 74021 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to evaluation report. FL10758 R8_AE OCR14003A 2020 FBC Eval Vents final_pdf Created by Independent Third Party: Yes 10758.3 VentSure Rigid Roll Ridge Vent Ridge Ventilation System Limits of Use Installation Instructions Approved for use in HVHZ: No FL10758 R8 II OCR14003.4 2020 FBC Eval Vents final .Ddf Approved for use outside HVHZ:Yes Verified By: Zachary R. Priest 74021 Impact Resistant: N/A Created by Independent Third Party: Yes Design Pressure: N/A Evaluation Reports Other: Refer to evaluation report. FL10758 R8_AE OCR14003.4 2020 FBC Eval Vents final_pdf Created by Independent Third Party: Yes Back Next Contact Us::2601 Blair Stone Road,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: gym' ® ® eCFeck 0 https://www.floridabuilding.org/pr/pr_app_dti.aspx?param=wGEVXQwtDgvldAvlteOY0%,2bC3zFtrydg9fPhgLACiVmFHfXgoD3ASJQ%3d%3d Page 2 of 3 Florida Building Code Online 1/14/21,10:40 AM Credit Card Safe https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvldAvlteOY0%2bC3zFtrydg9fPhgLACiVmPHfXgoD3ASJQ%3d°/*3d Page 3 of 3 CREEK Certificate of Authorization No.29824 17520 Edinburgh Dr Tampa, Fl-33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE,7..EDITION(2020) Manufacturer: OWENS CORNING ROOFING AND ASPHALT LLC Issued December 15, 2020 1 Owens Corning Parkway Toledo, OH 43657 (800)438-7465 www.owenscornin-g.com Quality Assurance: PRI Construction Materials Technologies(QUA9110) SCOPE Category: Roofing Subcategory: Roofing Accessories that are an Integral Part of the Roofing System Code Sections: 1708.2 Properties: Roof Ventilation REFERENCES Entity Report No. Standard Year Architectural Testing,Inc(TST1558) 01-38660.04 TAS 100(A) 1995 Architectural Testing,Inc(TST1558) 01-38660.05 TAS 100(A) 1995 Architectural Testing,Inc(TST1558) C1774.01-109-18 TAS 100(A) 1995 ASTM D 635 2014 ASTM D 1929 2016 ASTM D 2843 2016 PRI Construction Materials Technologies(TST5878) AVIG-005-02-01 ASTM D 635 2014 ASTM D 1929 2016 ASTM D 2843 2016 PRI Construction Materials Technologies(TST5878) AVIG-006-02-01 ASTM G 155 2013 PRI Construction Materials Technologies(TST5878) OCF-111-02-01 ASTM D 635 2014 ASTM D 1929 2016 ASTM D 2843 2016 PRI Construction Materials Technologies(TST5878) 0CF-112-02-01 ASTM G 155 2013 PRI Construction Materials Technologies(TST5878) OCF-116-02-01 TAS 100(A) 1995 PRI Construction Materials Technologies(TST5878) OCF-223-02-01 TAS 100(A) 1995 PRI Construction Materials Technologies(TST5878) OHI-007-02-01 TAS 100(A) 1995 OCR14003.4 FL10758-R8 Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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. CREEKOWE CORNING 1 VentSure® Roof Ventilation TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION AND APPLICATION VentSure'w 4-Foot Strip 1-1/4" x 14-7/8" x 48" low-profile attic ridge vent consisting of a two-layer nylon- Heat and Moisture Ridge polyester composite. Available with or without a polyester fabric moisture barrier for Vents: installation in shingle roof systems. 48" 14-7/8I" Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be designed and installed in accordance with FBC requirements. Roof slope: Minimum 3:12 to maximum 16/12 Installation Height: Maximum 60-ft Attachment Method: Cut a 2-inch opening (1-inch on each side of the ridge) centered in the deck at the ridge for ventilation. The slot shall terminate approximately 6-inches from the rake edges.Apply a '/4-inch wide bead of ASTM D 4586 roofing cement along the entire length of the outside edges of the vent to seal the vent to the field shingles, taking care to not completely cover the weep slots in the vent. Center the vent over the opening and fasten to the deck using the 11 ga.2'/2-inch galvanized ring shank nails (shall comply with FBC Section 1506.5) provided with the vent. Fasteners are to be installed on both sides of the vent 1, 12, 24, 36,and 47-inches from the start of each vent piece. Prepare the adjacent vent section by applying the roofing cement along the edges, snap together with fixed vent, and fasten to the deck in the same manner as the first section. Fasten the ridge shingles over the vent to the deck on the marked "shingle nail line" with two (2) minimum 11 ga. 2'/z-inch galvanized ring shank roofing nails (shall comply with FBC Section 1506.5) provided with the vent or as directed by the shingle manufacturer's installation instructions. Allowable Roof Coverings: Asphalt shingles OCR14003.4 FL10758-R8 Page 2 of 5 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 OWE CORNING VentSure® Roof Ventilation TECHNICAL SERVICES, LLC VentSure Low Profile 18"x 24"x 2-3/16"(32"x 23"flange base)static off-ridge vent composed of ASTM Slant Back Roof Vent A653 galvanized steel(available with painted finish). Material shall conform with with Exterior Louver: FBC Section 1507.4.3. I �.,• r HER T 1 v+:*roi r I"---sr--_ IQ� BUTOfA aoaw� mmc 2-3N z-Vr —� FRONT �"� BEET BACK I �rf' RiGHT —i— Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be designed and installed in accordance with FBC requirements. Roof slope: Minimum 3:12 Installation Height: Maximum 33-ft Attachment Method: Cut an 11 x 11-inch hole through wood sheathing only approximately 18-inches from the ridge. Apply 1/4-inch thick by 3-inch wide bed of ASTM D 4586 roofing cement around inner and outer flange. Place vent directly over the hole, ensuring the vent sits flat on the roof. Fasten vent 4-inches o.c.and 1-inch from outside edge of flange with minimum 12 ga. ring shank roofing nails (shall comply with FBC Section 1506.5), ensuring %-inch penetration through wood deck (Minimum 18 nails per vent). Install baffle in '/-inch bed of ASTM D 4586 roofing cement and secure with minimum 12 ga. ring shank roofing nails (shall comply with FBC Section 1506.5) spaced 8-inches o.c. (total of (3) nails) while ensuring %-inch penetration through wood deck. Seal all nails and vent flange with ASTM D 4586 roofing cement. Allowable Roof Coverings: Asphalt shingles OCR14003.4 FL10758-R8 Page 3 of 5 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. 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 OWE CORNING VentSure® Roof Ventilation TECHNICAL SERVICES, LLC VentSure Rigid Roll 5/8"x 11-1/4"x 20'attic ridge vent composed of high density polypropylene with a Ridge Vent: spun-bond polypropylene fabric. Zo, Deck Type: Roof deck shall be constructed of closely fitted sheathing for new or existing construction. Roof deck shall be designed and installed in accordance with FBC requirements. Roof slope: Minimum 2:12 to maximum 20:12 Installation Height: Maximum 60-ft Attachment Method: Cut a 2-inch opening (1-inch on each side of the ridge) centered in the deck at the ridge for ventilation. The slot shall terminate approximately 12-inches from the rake edges. Apply a continuous bead of polyurethane adhesive sealant along the entire length of the outside edges of the vent to seal the vent to the field shingles. Center the vent over the opening and fasten the vent 24-inches o.c. to the deck using minimum 12 ga. ring shank roofing nails (shall comply with FBC Section 1506.5), ensuring%-inch penetration through wood deck. Fasten the ridge shingles over the vent to the deck on the marked "shingle nail line" with two (2) minimum 12 ga. ring shank roofing nails (shall comply with FBC Section 1506.5) or as directed by the shingle manufacturer's installation instructions, ensuring%-inch penetration through wood deck. Outside edges of the shingles shall be sealed with flashing cement. Allowable Roof Coverings: Asphalt shingles LIMITATIONS 1) This report is not for use in the HVHZ. 2) Fire Classification is outside the scope of this evaluation. 3) The roof deck and deck attachment shall be designed by others in accordance with the FBC. 4) Owens Corning vents shall be installed in strict compliance with this evaluation report and the manufacturer's published installation instructions. In the event of conflict, the more restrictive installation shall be enforced. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion prior to installation. 6) Installation of the roof assembly is outside the scope of this evaluation. 7) Owens Corning vents are intended to provide passive ventilation for an enclosed attic in residential construction applications. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. OCR14003.4 FL10758-R8 Page 4 of 5 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 OWE CORNING 1 1 VentSure® Roof Ventilation TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code,7th Edition(2020)as evidenced in the referenced documents submitted by the named manufacturer. t1t%J11111111112020. 12. 15 ��•GAP, 9�F�., -. .. No 74021 13:59:34 � � Dlmt,!/tlpnM W Ltn•ry R�M•t -0500' 53'. STATE OF 44J iO� �t�'A,� O R t O P N Zachary R. Priest, P.E. Florida Registration No. 21 S1ONA�� �� O gan zation No.ANE9641 CERTIFICATION OF INDEPENDENCE 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 OCR14003.4 FL10758-R8 Page 5 of 5 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. i i b. City of Zephyrhills 5335 811 St Zephyrhills FL 33542 (813)780-0020 ROOFING IN :Q* 1 AVIT P mit No.:QGR-r t _ i 1, 1�1t�b+x� �c�tlo�.lQ�1 licensed under Chapter 468,Florida Statutes as a(n): Contractor✓Engineer_Architect_Building Inspector License No. LC.L133 -1k On or about 03/10/2021 did personally inspect the: Check: Roof Deck Nailing Dry in Flashing and Drip edge I , ' Check which was used: 30#felt_Peel and Stick_,S[Other(List) Rhino G At the following address: 3-IL-IL48 FL _33S(-A a Based upon that examination,I have determined the installation was done according to the Hurricane Mitigation Retrofit M.anuaUBased on Section 553.844,Florida Statutes). Signature: STATE OF FLORIDA COUNTY OF PASCO Sworn to and subscribed before this day BY: i Notary Public State of Florida Mad&Argel Notary Public o State of Florida Comm#HH077996 -- - - E*res 1/6/2025 — — --