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HomeMy WebLinkAbout5512 EAGLE DRIVE FT. PIERCE FL - SHINGLENOTICE OF COMMENCEMENT Permit No. Tax Folio No. Jl `a' "tom 7 2H! - L4 364, ! 4 3�CW ( State of Florida County of St. Lucie j8t,/ 11remi f1� The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property: (and street address if available): (0". General description of improvement REROOF Owner information or Lessee information if the Lessee contracted for the improvement: Name C_RJ21 W.U Address S S i '` F4- Interest in property: OWNER Name and address of fee simp4e titleholder (if different from Owner listed above): Contractor's Name: Contractor Address: Treasure Coast Roofing 1816 SW BILTMORE PSL,FL 34984 Phone Number: 772-370-9770 Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ Name and address: Phone number: Lender Name: Lender's address: Number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided I 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienors Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: to receive r- rc O U U Z a L v d�fl W Q L rr LL Y -0 Lu L)�( LU S z F p ' CL g'Um� ZawK,LLJo Q =lI It0 �-*0� zLLI mo -2 LL0 � Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor, but will be 1 yearfrom the date of recording unless a different date is specified) WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of perjury, 1 my know) ge and belief. (Sig"0,ne (Signatory's Title/Office) The foregoing instruyhenp B C� Name erso re that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of or Owner's or Lessee's Authorized Officer/Director/Partner/Manager �� �.1�p431 ,. �01SSln SFr i2, ;knowledged before me this day o,Ak , 2o `; Fl 122434 1✓7 as for y Type of authority (e.g. officer, trustee) Partyon behalf of whom,ilrstrUment.was executed (Signatur ublic- State of Florida) (Print, Ty , or amp Commissioned Name of Notary Public) Personally known_ or produced Identification. Type of Identification produced JO`----- ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 212/16 Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 5512 EAGLE DRIVE Legal Description: 12/345/39E HOLIDAY PINES SIO PHASE 1 LOT 93 Property Tax ID M. 1312-500-0094-000-1 Site Plan Name: Project Name: _ Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Lot No. 93 Block No. TEAR OFF EXISTING ROOF. INSTAL PEEL N STICK UNDERLAYMENT AND TAMKO SHINGLES. ROOF PITCH 5/12 iditional work to bertormed n under this permit – cnecK an F]Gas Piping apply: Shutters a Windows/Doors HVAC Gas Tank Company: TREASURE COAST ROOFING City: FORT PIERCE State: FL Zip Code: 34951 Fax: N/A Phone No. 772-209-1391 Address: 1816 SW BILTMORE Electric 0 Plumbing 11 Sprinklers E] Generator Roof Total Sq. Ft of Construction: 4364 Cost of Construction: $ 14,300.00 S Ft. of First Floor:. _ Utilities. — Sewer El Septic Building Height: 1 OWNER/LESSEE: CONTRACTOR: Name CARLA NICHOLSON Name: BRIAN J MALONEY Address: 5512 EAGLE DRIVE Company: TREASURE COAST ROOFING City: FORT PIERCE State: FL Zip Code: 34951 Fax: N/A Phone No. 772-209-1391 Address: 1816 SW BILTMORE City: PORT ST LUCIE State: FL Zip Code: 34984 Fax: 772-343-8358 Phone No. 772-370-9770 E -Mail: NIA Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E -Mail: TCROOFINGLLC@GMAIL.COM State or County License: CCC1330653 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: _ Not Applicable Name: Address: Address: City: State: Zip: Phone: City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable Name: BONDING COMPANY: Not Applicable Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize thepermit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Nome Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans, the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures, swimming pools, fences, walls, signs, screen rooms and accessory uses to another non-residential use 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 jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commencing worK or recording your IVOLICe UI l.UrnFT1t11Lt2171Cf ll. r _ s _ Signature of 0whedLesAe/Ag96 Signature of Contrat /Lice e H der STATE OF FLOR]j,�A ! STATE OF FLORIDA COUNTY OF c (�LACt� COUNTY OF �Sv Lkk61 el The fpr Ding instrument as acknowledgecj`before me this day of 20 l by (Name of person c o dging ) (Signatuf fS1;* Public- State of Florida) Personally Known OR Produced Identification Type of Identificati n Produced Commission No. Revised 07/15/2014F 192-134 ` -y The for Ding instrument was acknowledged before me this day of 20 ) 7 by a � 4C-1 VV-f— (Name of per ac, owledging ) (Sig/otukg notary Public- State of Florida ) Personally Known OR Produced Identification Type of ldentificatio Produced ti Commission No. ~ SO "f_ f3 N* F 122434 REVIEWS FRONT ZONING`. SUPERVISOR PLANS VEGETATION SEA TURTLi'1ER4GROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS arida $tlildin ode Online https://www.floridabuilding.or/pr/pr—app_4tl-asp-,-'pararn=wGEV)L.. _ � M f3Ci5 iinme Lin in User RegLsFratbn Hot Tapirs Submt SWCharge Stats &Fitts PuMfCatlbsis FBC Staff site Trap links Seuch Business Product Approval 'li- rofecelonal (I USER: PUME User 11�4 ProdKt Approy4 tAemi - End—'09-r AW --!lin $111, s Ars111 athn 112 a ARp%oation Detarl comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david.ruizOtribuiltmateriaisgroup.com Authonzed Signature David Ruiz david. ruiz@tribuiltmateriaisg roup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NI 07073 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com 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 Robert Nieminen the Evaluation Report Florida License PE -59156 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10116/2017 Validated 8y ]ohn u41. Knezevich, PF- Validation EValidation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1604E R3 C0I Zola_01 CO, Njemmen-Ldf Stands! ASTM D1970 ASTM G155 FRSA/TR1 April 2012 (04-12) TA5 103 Year 2009 2005 2012 1995 5/24/2016 9:58 AM I oft — — --- -- -- - FL16048-R3 FL # Application Type Revision Code Version 2014 Application Status Approved comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david.ruizOtribuiltmateriaisgroup.com Authonzed Signature David Ruiz david. ruiz@tribuiltmateriaisg roup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, NI 07073 (201) 842-2449 david.ruiz@tribuiltmaterialsgroup.com 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 Robert Nieminen the Evaluation Report Florida License PE -59156 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10116/2017 Validated 8y ]ohn u41. Knezevich, PF- Validation EValidation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1604E R3 C0I Zola_01 CO, Njemmen-Ldf Stands! ASTM D1970 ASTM G155 FRSA/TR1 April 2012 (04-12) TA5 103 Year 2009 2005 2012 1995 5/24/2016 9:58 AM I oft — — --- -- -- .odds Building Code Online Equivalence of Product Standards Certified Icy Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved https://www. oridabtlilding.org/pr/pr_app_dtl.aspx?param=wGEVX.-. Method 1 Option D 10/08/2015 10/19/2015 10/21/2015 12/15/2015 summary of Products FL # Model, Number or Name Description 16048.1 TRI -BUILT Roof Underlayments� . Self -adhering, modified bitumen roof underlayments Limits of Use — Installation Instructions Approved for use in HVHZ, No FL16048R3 IT 2015 10 FINAL ER TRI - Approved for use outside HVHZ: Yes BLtiiT UNDERLAYMENTS FL161348-R3.Rdf Impact Resistant, N/A Verified By: Robert Nieminen PE -59166 Design Pressure: +N/A/ -45 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use . Evaluation Reports of foam -on tile systems overtop the self -adhering aL&048 R3 AE -415_10 FINAL ER TRI- underlayment for one particular application. See ER Section : BUILT UNDERLAYMENTS FL16048-R3.,pdf 5.6 for details. 2.) Refer to EP Section 5 for other Limits of Created by independent Third Party: Yes Use. 57 tac% _Us :: t44O tlorc Monroe Strce[ "Talahassea FT,. 32399 Pine: 650-467-U The State of Florida is an AA/EED employer, Cn>Sv�ttt_244Z2413 state of Fbdda :: ".acy statement :: geSstttd_ tfincrrt Under Florida law, email addresses are public records. p you do not wart your e -mal address released in response to a pudic -retards request, do not send electronic mal to this entity. instead, contact the office by phone or by Vadf,lonal mall it you have any questions, please contact 850.487.13'95. '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 emacs provided may be used for offival rnmmunication with the Icersee. However emal addresses are public record. tr you do not wish to supply a personal address, piease provide the Department with an emal address which can be made available to the public. _rb determine r you are a licensee under Chapter 455, F.S„ please click hg[L. Crodtla App—, Accepts: I a_ra, e, uro� Qi� rxil 2 o£ 2 5/24/2016 9:55 AM EVALUATION REPORT Allied Building Products Corp. dba TRI -BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 45410 SCOPE: EXTERIOR RESEARCH & DESIGN, LLC. Certificote of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report A42960.10.12 -R3 FL16048-R3 Date of Issuance: 10/25/2012 Revision 3: 10/08/2015 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 50` Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUELT Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein, CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each, Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity}ERD 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 5_ Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59165, Florida OCA ANE1983 CERnFICATION OF INDEPENDENCE: 1. TrinitylERD doses 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. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor wil} 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 Trinity ERD 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, vS��YV•y/di ~�Q4� _ ••`y�;t-� The facsimile seafappearing +'mss au:FmriF[d by Robert hlieminLn, iots ..Jl)J\•o. i P.E. on 10/D8/2015. This doesnolse a asap ekctranicalfysigned document. Signed, sealed nardcoples have been transmitted to the Prodvet ApprMal Administrator and to the named client CERnFICATION OF INDEPENDENCE: 1. TrinitylERD doses 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. Trinity l ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor wil} 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 Trinity ERD 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, I RINI TY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: underlayment Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRI -BUILT, have demonstrated compliance with the following sections of the 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, 1507,2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.:5,3, 1507.7.3 Physical Properties 540540.11.13 11/19/2013 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Physical Properties TRS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD iTST6049) Physical Properties 540540.02.13-1 02/19/2013 ERD (TST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties S44870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-1 04/10/2014 ERD (TST6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering 5[8520.04.15 05/27/2015 UL, LLC. (QUA9625) Quality Control Multiple -Listing 816814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4.1.1 Tri -Built Sand -R 5A Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width. 4.1.2 Tri -Built S/A HT TU Underlayment is a seif-adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri -Built Smooth HT S/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, 513S modified bitumen roof underlayment. 5. LIMITATIONS: 5-1 This is a building code evaluation. Neither Trinity I ERD 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC Evaluation Report A42960.10.12 -R3 Certffkate of Aurhothation 99503 FL16048-R3 Revision 3: 10/48/2015 Page 2 of 5 R N11y ERD 5.4 TRI -BUILT Roof Underlayments 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments areas follows: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Nail -On Tile Foam -On Tile Metal wood Shakes Slate Shingles Sfiingles Tri -Built sand -R SA Shingle Underlayment Yes No No No Yes Yes Tri -Built S/A HT TU I Yes Underlayment Yes Yes See 5,5.1 Yes Yes Yes Tri -Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. i Tri -Built S/A 14T TU Underlayment with 3M' 2 -Component Roof Tile Adhesive AH -160 (FL6332) or Dow TileBond— Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: + Plywood; ASTM D41 primed plywood; 058; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood, 0513 or Southern Yeliow Pine substrates, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self - adhering underlayment. 5.6.2 Band -to -Insulation: Tri -Built 5/A HT TU Underlayment applied to: > Dens Deck Prime; SECU ROCK Gypsum -Fiber Roof Board. Far installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on the systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insuiation/underiayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J. 5.6.3 Bond to Mechanically Attached Base Laver: ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base Sayer shall be attached per minimum codified requirements. For installations under foam -on the systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12). Exterior Research and Design, LLC Evaluation Report A42950.10.12 -R3 CertJfkate of Authwizarian #9303 FL16048•R3 Revision 3: 10/0812015 Page 3 of 5 TRINITY 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on the systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to direct-deck underiayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5.6.4.1 Maximum Design Pressure = -45.0 j2sf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Tri-Built S/A HT TU Underlayment, self-adhered. 5.7 Exposure Limitations: 5.7.1 Tri-Built Sand-R SA Shingle Underlayment or Tri-Built Smooth HT 5/A Underlayment shall not be left exposed for longer than 30-days after installation 5.7.2 Tri-Built 5/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALLATION' 6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT 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 Tri -Built Sand -R 5A Shingle Underlayment, Tri -Built 5 A HT TU Underlayment or Tri -Built Smooth HTS A Underlayment: 6.3.1. Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non -Tile applications: Whiie priming is optional, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possible. Once the entire length of membrane is in place, peel --off the release film diagonally while holding the membrane tight. Firmly roil the membrane into place to achieve a bond. Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 6 - inches and staggered not less than 2 -ft from vertical seams in the course below. All over -granule end -laps shall be sealed using either heat -welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the overlap area at the top of the sheet at 12 -inch o.c. For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward, 6.33 Tile Applications ITri-Built 5/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Exterior Research and Design, LLC. Evaluation Report A42%0.10.12-113 CerUfiwte of Authorizotfon #9503 FL16049-R3 Revision 3: 10/08/2015 Page 4 of 5 INMI` ERD BUILDING PERMIT REQUIREMENTS: As required by the Building Oficial or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS- Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 QA requirements, 9. QUALITY AssuRANCE ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LIC. Evaluation Report A4296o.i6.12-R3 CerVfkateofAuthorlxnVon#9503 F 16048-R3 Revision 3: 10/08/2015 Page 5 of 5 odda Badin. code Online https://www.floridabuilding.ori/pr/pr_app_dtl.aspx?param�"'GEVX Comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david. ruiz@tribuiltmaterialsg roup.com Authorized Signature David Ruiz david.ruiz@tribuiltmaterialsgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, N) 07073 (201) 842-2449 david.ruiz@tribuiltmateriatsgroup.cam 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 Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By Sohn W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL36048 R3 Ciil 2015 01 CO! Nleminen.pdf Standard ASTM D1970 ASTM G155 FRSA,rTRI April 2012 (04-12) TA5 103 Year 2009 2005 2012 1995 5/24/2016 9.58 AM I nf2---- __—T---_ k BCLS Home Lag In User RegLctratbn Hot Top6CS submit Surcharge Stats & Fans PuNicatlorts FaC Staff RCiS Site Map Unks Search � Buse I p Ies s Business Professional /� Product Approval E`'_ lusi:A: Pth� pe ➢t1!l9! lEl ti Product Approval Henu > 5roWtLu ar tbn SN?4th a &o tatlon List }APA tion Oe'CaA - FL16048-R3 FL Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 9050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david. ruiz@tribuiltmaterialsg roup.com Authorized Signature David Ruiz david.ruiz@tribuiltmaterialsgroup.com Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East Rutherford, N) 07073 (201) 842-2449 david.ruiz@tribuiltmateriatsgroup.cam 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 Robert Nieminen the Evaluation Report Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By Sohn W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL36048 R3 Ciil 2015 01 CO! Nleminen.pdf Standard ASTM D1970 ASTM G155 FRSA,rTRI April 2012 (04-12) TA5 103 Year 2009 2005 2012 1995 5/24/2016 9.58 AM I nf2---- __—T---_ orida Building Code Online Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Date Approved https://www.floiidabuildin&org/pr/pr app_dtl.aspx?param=wGEVX... Method 1 Option D 10/08/2015 10/19/2015 10/21/2015 12/15/2015 Summary of Products FL # Model, Number or Name Description ----------._—_---._-..___...__�.----_--- 16048.1 TRI -BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayment Limits of Use — Installation Instructions Approved for use in HVHZ: No FL16048 R3 II 2€115 10 FINAL ER TRI - Approved for use outside HVHZ: Yes BUILT Ji DERL AYMENTS FL16048-R3.Rdt Impact Resistant: N/A Verified By: Robert Nleminen PE -59166 Design Pressure: +N/A/ -45 Created by Independent Third Party: Yes Other. 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on tile systems overtop the self -adhering FL16046 R3 AE 2015 10 FINAL ER TRI- underiayment for one particular application, See ER Section BUILT UNDE§�LAYMENT5 FL16048-R3.pdf 5.6 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use. C�t�U-S _: 1440 Norah Monroe Street 321ahassee FL 32349 Phane854jFa7-1624 The State of Florida is an AA/EEO employer. raavriotst 7-007-2013 State of Flortla. ; : PAvacv Statement :: :: 3rd3LrKL_Sta1-CfAent Under Florida law, emal addresses are public mrnids. It you do not want your a -mall address released In response to a pudic -records request, do not send eleamnt mal to this entity. Instead, contact the ofh4e by phone or by traditional mall. If you have any questions, please contact 650.487.1345. *Pursuant to Section 455.275(1), Florida Statutes, eftective October 1, 2012, kensees litessed under Chapter 455, F.S. must provide the Department with an ema8 address If they have one. The emacs provtled may be used for official communication wth the licensee. Hawever ernal addresses am puhit retort!. If you do not wish to supply a oersonal address, please provide the Department wth an emal address which can be made available to the pubic. To deternrlm r you are a licensed under Chapter 4 S5, F5., please click here_. PradLK2 Approval Awepts: 1 W eL 2 of 2 5/24/2016 3:58 AM TRIlk 11, 11 � $ EVALUATION REPORT Allied Building Products Corp. dba TRI -BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 46410 SCOPE: EXTERIOR RESEARCH & DESIGN, LLC.. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT ##13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX. (203) 262-9243 Evaluation Report A42960.10.12 -R3 FL16048-R3 Date of Issuance: 10/25/2012 Revision 3: 10/08/2015 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 and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the St' Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: TRI -BUILT hoof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P_E_ if the product changes or the referenced Quality Assurance documentation changes. Trinity] ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity IERD 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 5. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166 Florida DCA ANE1983 CERTINCATION OF INDEPENDENCE: 1. Trinityl ERD 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. Trinity] ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nienninen, 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 Trinityl FRO 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. OF '��'+ S` :'=••"' G'. ,c' The facsimile seal appearing was auftmed Iny Robert Nierninen. P.E.on10/08/2015. This does notserve asap clectronimllysigned cl—rnem. Signed, seaWd'nard+wpJes have }Seen reansmined to tha Product Apprwa{ Adminisimrcr and to the named client CERTINCATION OF INDEPENDENCE: 1. Trinityl ERD 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. Trinity] ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nienninen, 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 Trinityl FRO 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. TRINITY ERD (ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category:. Underlayment Compliance Statement: TRI -BUILT Roof Underlayments, as produced by TRE -BUILT, have demonstrated compliance with the following ser -tions of the 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, 1507.2.8, 1507.2.9.2, Physical Properties ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1507.7.3 Physical Properties 540540.11.13 11/19/2013 1504.6 Accelerated Weathering ASTM G155 2005 1507.3.3 Installation Practice FRSA/TRI April 2012 (04-12) 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date ERD (TST6049) Physical Properties 544540.02.13-1 02/19/2013 ERD ITST6049) Physical Properties 540540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540.03.14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ERD (TST6049) Physical Properties 544$70.04.14-1 04/10/2014 ERD (TST6049) Physical Properties S44870A4.14-4 04/40/2014 ERD (TST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERD (TST6049) Physical Properties 543530.05.14 05128/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (T5T6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Acce#erated Weathering SC8520.04.15 05/27/2015 UL, LLC. (QUA9625) Quality Control Multiple -Listing R16814 09/04/2015 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp. 10/16/2017 4, PRODUCT DESCRIPTION: 4.1 Self -Adhering Underlayments: 4-1.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36 -inch sheet width. 4-1.2 Tri -Built S/A HT TU Underlayment 15 a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment 4.1.3 Tri -Built Smooth HT 5/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, SBS modified bitumen roof underlayment. 5. LIMrwiONS: 5.1 This is a building code evaluation. Neither Trinity(ERD 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 the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. Exterior Research and Design, LLC Evaluation Report A42960.10.12 -R3 CerUficote of Rurhorizotion #9503 FL16048-R3 Revision 3: 10/08/2015 Hage 2 of 5 5.4 TRI -BUILT Root Underlayments 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 AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atop the underlayments are as follows: TABLE 1.: ROOF COVER OPTIONS Underlayment y j Asphalt Shingles Mail -On Tile Foam -On Tile Metal Wood Shakes } & ShinglesSlate Tri -Built Sand -R SA Shingle Underlayment i Yes No No Yes I Yes Tri -Built S/A HT TU f Yes Underlayment Yes Yes See 5.5.1 Yes Yes Yes Tri -Built Smooth HT S/A Underlayment Yes No No Yes Yes Yes 5.5.1 "Foam -Cin Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. Tri -Built S/A HT TU Underlayment with 3M— 2 -Component Roof Tile Adhesive AH -160 (FL6332) or bow TileBond— Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; ASTM D41 primed structural concrete. While not required over plywood, OSB or Southern Yellow Pine substrates, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Note: TRI -BUILT requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the self - adhering underiayment. 5.6.2 Band -to -Insulation: Tri -Built S/A HT TU Underlayment applied to. Dens Deck Prime; SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FM 4474, Appendix D or TAS 114, Appendix J_ 5.6.3 Band to Mechanically Attached Base Laver: 7', ASTM D226, Type I or II felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under fo2m-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12). Exterior Research and Design, U.C. Evaluation Report A42960.10.12 -R3 Certffisate of Authorization #9503 FL1604$-R3 Revision 3: 10/08/2015 Page 3 of S TRINITY ERD 5.6.4 Wind Resistance for Underly meat Systems in Foam -On Tile A lications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on the systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to direct -deck underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1.504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures. 5,6.4.1 Maximum Design Pressure =--45 0 osf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. S.7 Exposure Limitations: 5.7.1 Tri -Built Sand -R SA Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be left exposed for longer than 30 -days after installation 5.7.2 Tri -Built S/A HTTU Underlayment shall not be left exposed for longer than 180 -days after installation. 6. INSTALLATION. - 6.1 TRI -BUILT Roof Underlayments shall be installed in accordance with TRI -BUILT 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 Tri -Built Sand -R SA Shingle Underlayment, Tri -Built S/A HT TU Underlayment or Tri -Built Smooth HT SIA Underlayment: 6.3.1 Shall be installed in compliance with the requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 lion -Tile applications: While priming is optional, TRI -BUILT recommends priming the deck if the final roof cover is not slated for installation within 24 hours. Apply sheet parallel to the roof edge. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film. Adhere the exposed part to the substrate and unroll the remaining membrane as far as possUe. Once the entire length of membrane is in place, peel -off the release film diagonaiiy while holding the membrane tight. Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3-inche5, configured to shed water. Vertical seams should be 6 - inches and staggered not less than 2 -ft from vertical seams in the course below. All over -granule end -laps shall be sealed using either heat -welding or hot air welding techniques. When installing at slopes above 8:12, Allied Building Products Corp recommends back -nailing in the overlap area at the top of the sheet at 12 -inch o.c, For Valleys and Ridges: Cut underlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. 'Drape and press sheet into place, working from the center of the valley or ridge in each direction. For valleys, apply the sheet starting at the lowest point and work upward. 6.3.3 Tile Applications (Tri -Built S/A HT TU Underlayment only): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Exterlor Research and Design, LLC. Evaluatlon Report A42960.10a2-R3 Certificate of Authorliotlorr #950-4 FL16048-R3 Revision 3: 10108/2015 Page 4 of 5 TRINITY T. BUILDING PERMIT REQUIREMENTS: AS required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. Rule 9N-3 CoA requirements. 9. QUALITY AssuRANC£ ENTITY: UL, LLC —QUA9625; (314) 578-3406; k.chanceilor@us.ul.com -END OF EVALUATION REPORT - Exterior Research and Design, I.I.C. Evaluation Report A42960.30.12 -R3 Certificate of Author&atran 99503 FL16048-R3 Revision 3: 10/08/2035 Page 5 of 5 Business&ProfessionalRegulation.. .. @CIS Home Log In User Registration Hot Topics Submit Surcharge Stats a Facts Publications FSC Staff SCIS Site Map links Search b' 4lProduct Approval USER! Public User Pmr)u t Arr rnval Menu > Product or aaoliratina S-11 > Andtcation Lit > Application Detail �r FL 4 FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emal I Category Roofing Subcategory Asphalt Shingles 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 Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R2 COT TBPi 0 i.2 FBC 201-s Product Evaluation Re ert Shi� Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending F3C Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summary of Products FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL0355 R2 ii T5P15001.2 FO ZQ14 Produpt Fvplgation Report Shingles.pdf Approved for use outside HVHZ: Yes 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 FL18355 R2 AE TBP15001.2 FBC 201.4 Product Evaluation Report Shinai s.odf Created by Independent Third Party: Yes &ack hFex Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 950-497-1924 The State of Florida is an AA/EEO employer. Conyrioht 2007-2013 State of Florida.:: Privacv Statemenf :: AccessibilitXStatement :: 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 950.497.1395. 'Pursuant to seetion 455.275 (1), Flonda 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 emalis provided may be used for official communication with the licensee. However email addresses are public record, It you do not wish to supply a personal address, piease 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.5., please dick bare . Product Approval Accepts: KE Credit i Safe 11CUrit�.1ILTI1l(1 TECHNICAL SERVICES, LLC EVALUATION REPORT Manufacturer: TAMKO BUILDING PRODUCTS Standard 220 West 4`" Street PRI Construction Materials Technologies (TST5878) Joplin, MO 64801 TAS 100 (417) 624-6644 Manufacturing Plants: Joplin, MO TAS 100 Phillipsburg, KS PRI Construction Materials Technologies (TST5878) Frederick, MID TAS 100 Dallas, TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE TAP -117-02-01 Certificate of Authorization No. 29524 17520 Edinburgh Dr Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE V EDITION (241 Category: Rooting Subcategory: Asphalt Shingles Cade Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Issued december 14, 2015 Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1955 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (€ST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)31 PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 05NK23006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC (TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 08CA59132 ASTM D 3161 2009 UL LLC (TST9628) 09NK07896 ASTM D 3151 2009 ASTM D 3462 2009 UL LLC (TST9628) 10CA50498 ASTM D 3462 2009 UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 UL LLC (TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Pagel of 11 This evaluation report is provided for State of Florida product approval under Rule 61G26-3. 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 TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal@ 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Ciass H self-sealing, 3 -tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with. ASTM D 3462. Glass -Seat 12-1/4" x 36", ASTM D 7158, Class H self-sealing, 3-t2b asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shaft be used in the non-HVHZ only. Heritage@ 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-1/4" x 39-3/8', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) HeritageO Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ VintageO 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM t7 3462. Heritage@ Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Midge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 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 TFCHNICAI- SERVICES, LLC INSTALLATION Elite Glass -Seal® (Frederick, Joplin & Tuscaloosa) & Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Nailing Area Area Basic Wind Speed (Vut): Max. 194 mph Basic Wind Speed (V.w): Max. 150 mph TAMKO BUILDING PRODUCTS Asphalt Shingles Deck (HVHZ): In accordance with FISC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction_ Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed rein_ 15132 in. plywood or wood plank for new construction; Min. V16 in. OSB existing construction. Underiayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS. 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. installation (Non-HVHZ): Installed with 5 -118 -inch exposure in accordance with F13C requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. _kyul�y ti Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) (NAILS 1 Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -7/8" 5-118" 5-1/81, TBP15001.2 FL18355-R2 Page 3 of 11 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. FASTENERS NAIL ZON E COMMON BOND EXPOS URE6-618" 1 " 12-112" -►� 12-318" - ► -- 12-112 `-� 1 --1 " Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Wood (gate (Dallas) 4 Nail Pattern (non-HVHZ only) N. NAIL ZONE COMMON BOND IE 5-5J8" 1'� �f-�1�'� �-1/2"-�-� �a"-►}� f-11�-�-7-1.2`►� �-1, Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page 4 of 11 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. TAMKO BUILDING PRODUCTS NCREE Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed (Vu„): Max_ 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vasd): Max. 150 mph Phillipsburg & Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage® Premium new construction; Min. 15132 in. plywood existing (Dallas, Frederick construction. Phiflipsburg & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15132 in. plywood or wood plank for Heritage@ Woodgate new construction; Min. 7/16 in. OSB existing construction. (Dallas & Frederick) Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturers application instructions when installing shingles at slopes greater than 21:12. Installation (HVHZ): 4nstalled with 5-5/8 in_ exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in. exposure in accordance with FSC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or T Nail Pattern" detailed below. FASTENERS NAIL ZON E COMMON BOND EXPOS URE6-618" 1 " 12-112" -►� 12-318" - ► -- 12-112 `-� 1 --1 " Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Wood (gate (Dallas) 4 Nail Pattern (non-HVHZ only) N. NAIL ZONE COMMON BOND IE 5-5J8" 1'� �f-�1�'� �-1/2"-�-� �a"-►}� f-11�-�-7-1.2`►� �-1, Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page 4 of 11 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 TAMKO BUil-DING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE/ COMMON BOND 1 EXPOSURE 5 5W Figure 5. HeritageO Woodgate 6 Nail Pattern 0- - 12-112" FASTENERS 0 Common Bond PAl NT LINE, 7-7/811 6-1/8" -- 33-318" I Figure 6. Heritage®, Heritage® Premium, & Heritage® Woodgate Alternate 6 Nail Pattern ACCEPTABLE FASTENED LOCATION DO NOT FASTEN ALONG EDGE OF COMMON BOND PREFERRED FASTENER LOCATION L ZONE EDGE OF COMMON BOND OSURE Figure 7. Heritage@) (Tuscaloosa) Expanded Nail Zone Nail pafterns from Figures 3, 4, and 6 may be placed in the mail zone as described above TBP15001.2 FL18355-R2 Page S of 11 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 impiy warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK T'EcHNiCAL. SERVICES, LLC Heritage@ Premium Basic Wind Speed (V,,,,): (Frederick) Basic Wind Speed (V�,a): Deck (HVHZ): Deck (Non-HVHZ) Underlayment: Min, slope: Installation (HVHZ) Installation (Nan-HVHZ): FASTENERS TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation fnstructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ COMMON BOND V2 11 lElIP08URE � 1,� i1"-►�r- 12" ----11`1 1 �-111 Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE( FASTENER 5 COMMON BOND 51f2" E-T SURE 5" "--►� E —911243+ 9u--+-3ri 9Y21LJ*-1 n Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP15001.2 Ft_18355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify GREEK 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. NMI ECREEK TF-cHNICAL SERVICES, LLC Heritage® Woodgate Basic Wind Speed (V.1t): (Frederick) Basic Wind Speed (Vasa): Deck (Non-HVHZ): Undertayment: Min. slope: Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either '4 Nail Pattern" or "6 Nail Pattern" detailed below. V T EXPOSURE 5" NAIL ZONE/ COMMON BOND 11" 12-318" - 11" -� [0- 1 " Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ % FASTENERS `! OOMMON BOND T 5.112" EXPOSURE5° Figure 11. Heritage® Woodgate (Frederick) 6 Nail pattern TBP15001.2 FL18355-R2 Page 7 of 11 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 TECHNICAL SERVICES, LLC Heritage® Vintage® Basic Wind Speed (V,,,): (Phillipsburg) Basic Wind Speed (Vas,j): Deck (HVHZ): Deck (Non-HVHZ): Llnderiayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 1j it i-7IJ<� TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in- plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions- Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Pattern" detailed below. TM L L M t]�trrri2 Y rl .H66haa � Figure 12. Heritage® Vintage® 5 Nail Pattern (non-HVHZ only) 1G7M' Figure 13. Heritage® Vintage' 6 Nail Pattern rX P]3um - Piom-h Expmm /Noun 17 -ler TBF15001.2 FL18355-R2 Page 8 of 11 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 TAIVIKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (Vut): Max. 194 mph (Frederick & Joplin) Basic Wind Speed (V.d): Max. 150 mph Deck (HVHZ): In accordance with FISC requirements; Solidly sheathed min. 19132 in_ plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): in accordance with FBC requirements; Solidly sheathed min- 15132 in_ plywood or wood plank for new construction; Min. 7116 in. OSB existsng construction. Underlayment: In accordance with FBG requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-118 inch exposure in accordance with the FSC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start exposure F] S Figure 1 exposure i„ r Fastener - Faste -5-5"„ r��-sra„ Figure 2 1/4 4„ Figure 3 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify GREEK 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 TECHNICAL SERVICES, LLC VintageO Hip & Ridge Basic Wind Speed (V„11): (Phillipsburg) Basic Wind Speed (Vasd) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 99132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing. construction. In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevaiiing wind. Direction of prevailing wind ire e Start here Figure 1 5" exposure 1. _ Fastener Fsstel "-5-112"� to Figure 2 1/41' Figure 3 Figure 15. Vintage® Hip & Ridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Mule fit 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. 9 CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES. LLC i. WTATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements, 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTIVI D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less. 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. d) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5�h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. ,tV��r rel!r11 PrIt,' �. . % 2015.12.14 SPG •�`GE•N S�. �c�� i No 74021 = /� 13:44:19 -05'00' 13 :O•., STATE OF :4r. -C``. P.••� ��'ifsS k;,,w`� Zachary R. Priest, P.E. O Florida Registration No. 74021 rrrr /ON A' �". % 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 TBP15001.2 FL18355-R2 Page 11 of 11 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. fit: Business & Professional SCIS Horne Log In f user Registration 1.,TOpits Submit Surcharge Stats & Facts Publications F8C Staff SCIS Site Map Links march b3 Product Approval USER: Public User Product AopmuBl Menu > Product w Annlication SeaMfi > Application Lis[ > Application Detail FL # FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerr! Eden kerri—eden@tamko.com Technical Representative Address/Phone/Email 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 Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Boyden z' Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R2 COI TBP150012 FBC 2014 Product Evaluation Reoert Shingle--odf Referenced Standard and Year (of Standard) Standard ASTM D 3161 ASTM D 3462 ASTMD D 7158 TAS 100 Equivalence of Product Standards Certified By Sections from the Code Year 2009 2009 2008 1995 Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/19/2016 Date Revised 05/09/2017 Summary of Product I FL # Model, Number or Name Description 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVH2: Yes FL18355 R2 ii TBP15001.2 FQC-2014 Product Eyaivation Renort`5hinales.pdr Approved for use outside HVHZ: Yes 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 FL18355 R2 AF T5P15001.2 FBC 2014 Product Evaluation Report Shinnles,od€ Created by Independent Third Party: Yes 8act< rilex Contact Us :: 2601 Blair Stone Road Tallahassee FL 32392 Phone: 859-487-1$Z& The State of Florida is an ANEEO employer. Gonyight 2007.2913 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Ftorida law, email addresses are public records. If you do not wart your e-mail address released in response to a publicrecordsrequest, 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, 20I2, 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 retard, 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 ti_e_T . Product Approval Accepts: e___ Credit Card Safe Certificate of Authorization No. 29824 R E E K17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SER Y ICEsc LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE EP EDITION (2014) Manufacturer: TAMKO BUILDING PRODUCTS 220 West 4 t Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Issued December 14, 2015 Category: Rcofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-f11 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 2009 UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC (TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 08CA59132 ASTM D 3161 2009 UL LLC (TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 1OCA50498 ASTM D 3462 2009 UL LLC (TST9628) 1 OCA64882 ASTM D 3161 2009 UL LLC (TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2009 UL LLC (TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL -18355-R2 Page 1 of 11 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. CREEKTAMKC BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite Glass -Seal® 12-114" x 36", ASTM D 3161, Class F and ASTM 0 7158, Class H self-sealing, 3 -tab (Frederick, Joplin & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1/4" x 39-38", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & compSying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12" x 36". ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Vintage@ 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-114" x 39-318', ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced. laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only_ Flip and Ridge Shingles 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3482, Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 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 fs valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Elite Glass -Sea[@ Basic Wind Speed (Vult): (Frederick, Joplin & Basic Wind Speed (Vmd): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Llnderlaym€:nt: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): Nailing Area Nailing Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidiy sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements, Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in, OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 -1/8 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or `6 Nail Pattem" detailed below. t Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS -7f" 5-1/81, ,-, Buil Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -71811 5-118" TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. 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 TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed (Vat): (Dallas, Frederick, Joplin, Basic Wind Speed (Vasd): Phillipsburg & Tuscaloosa) Deck (HVHZ): Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Deck (Non-HVHZ): Heritage@ Woodgate (Dallas & Frederick) Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): 6-118" TANIKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG requirements; Solidly sheathed min. 19132 in, plywood or wood plank for new construction; Min. 15132 in. plywood existing constructbri. In accordance with FBC requirements; Solidly sheathed min. 15132 in_ plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBG requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-518 in_ exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-5!$ in. exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTENERS NAIL ZONE COMMON BOND EXPOSU FSE 5-518" 11Lf 12-112" 12-318" --►+- 12-112 `�_1 " Figure 3. HeritageO, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) f NAIL ZONE COMMON BOND IE 5-518" V- I --f12k4J(*-7-1/2"-11--&8'L-+-7-1)2'-H411-7-1,2"11� �-i" Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 51G20-3, 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. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC NAIL ZONE! NEIftS- COMMON BON[ FEXPOSURE55W " �7-t/2'+7-1/2' -•7-3/$+7-1f2+-112 �4-1 Figure 5. Heritage® Woodgate 6 Nail Pattern Loa nw PAl NT LINE. 9*11141.1 Common Bond Figure 6. Heritage®, Heritage® Premium, & Heritage@ Woodgate Alternate 6 Mail Pattern 7-718" - - - - - - -- - - _ — _ ------------ -- -- NAI L ZONE -.EDGE OF COMMON BOND EXPOSURE 5-5/8" ACCEPTABLE FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF ----------- _______ COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage® (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 of 11 This eva#uation 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 TECHNICAL SERVICES, LLC HeritageO Premium (Frederick) Basic Wind Speed (Val): Basic Wind Speed (Vand): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed rain. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with I=BC requirements; Solidly sheathed min. 15132 in, plywood or wood plank for new construction, Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Mail Pattern" or "6 Nail Pattern" detailed below. NAIL ZONE/ 'COMMON BOND E 511 12" --s } --1 „ Figure S. HeritageC5 Premium (Frederick) 4 Nail Pattern (non-HVHZ only) 14AILZONEI FASTENERS COMMON BOND 1 2" E)CPt SUFE 55" Figure 9. Heritage®'Premium (Frederick) 6 !Jail Pattern TBP15001.2 FL18355-R2 Page S of i 1 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 speciicaily addressed herein. TRMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Woodgate. Basic Wind Speed (V q): Max. 194 mph (Frederick) Basic Wind Speed (Vaud): Max. 150 mph Deck (Non-HVHZ): in accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underiayment: In accordance +riith FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or `6 Nail Pattern" detailed below. NAIL ZONE, COMMON BOND tT 5-112" EXPOSURE 5'° 11" 12-3/8" 11" -- k•1" Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERSFEY110SU! COFlIf�i0h9 MONO 5.112" lit 9-112" 9-3X'-�*3+ 9-112" -� �11-111 Figure 11. Heritage@) Woodgate (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 7 of i 1 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. ECREEK TECHNICAL SERVICES, LLC Heritage® Vintage@ Basic Wind Speed (Vul): (Phillipsburg) Basic Wind Speed (Vasa) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 95132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:92. Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6.Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "13 Nail Pattern" detailed below. 4C f Wicn F�ten�s 17�1t2" Lj L 5" Ex rwu re 4.1 A, 4Va,--E�p_4:tt'--- + 9.1,w lf: _1 Figure 12. Heritage® VintageO 5 Nail Pattern (non-HVHZ only) Figure 13. Heritage@ Vintage 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 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 specifiically addressed herein. offillill TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles Tr*CHNICAL SERvtc1`s, LLC Hip & Ridge Basic Wind Speed (Wit); Max. 194 mph (Frederick & Joplin) Basic Wind Speed (Vasd): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min, 15132 in. plywood existing construction. Deck (Non-HVHZ)i In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underiayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-118 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind Start 5-1/8" exposure here- 0 u Figure 1 1" t Fastener Figure 2 Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 Page B of 11 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 TECHNICAL. SERVICES, LLC Vintage@ Hip & Ridge Basic Wind Speed (V„n): (Phillipsburg) Basic Wind Speed (Va§d): Deck (HVHZ): Deck (Non-HVHZ): Underiayment: Min. slope: Installation: TAMKO BUILDING' PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in_ plywood existing construction. In accordance with FBC requirements; Solidly sheathed mint. 15/32 in. plywood or wood plank for new construction; Min. 7/16 in. OSB existing construction. in accordance with FBC requirements. 2:12 and in accordance with FBC requirements. Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind Start here— n exposure e Figure 1 xposure 1" - `FaStel Fastener -5-11211 /2,f Figure 2 ,= Figure 3 Figure 1S. Vintage@ Hip & Ridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of 11 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 TECHNICAL SERVICES, LLC TAMKO BUILD€FSG PRODUCTS Asphalt Shingles LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 33 -ft or less. 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) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 71 Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 51h Edition (2014) as evidenced in the referenced documents submitted by the named manufacturer. "JV%J1tirllr1tr R. 2 015.1 .14 '74021 = � 13:44:19 No O'' STATE OF :4tj ''. 4% �� t F;.' `���s• Zachary R. Priest, P.E. R Florida Registration No. 74021 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 TBP15001.2 Fi_18355-R2 Page 11 of 11 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.