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HomeMy WebLinkAboutPRODUCT APPROVALNOTICE OF COMMENCEMENT Permit No. Tax Folio No. 3``10Q- &to- -000 5 State of Florida County of St. Lucie�� 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): ;Uo-"W— n ;Um a G4ti r ,�- 1 (-0 2 y ,., 00A -4x W0m General description of improvement: REROOF ZN o EA m to wsn� owner informoon or Lessee information if the Lessee contracted,for the improvement: Qpm0-4 C77 0 om^ Name Q �m Address it/ �� r � Interest in property: OWNER 0 0 Name and address of fpl etitleholder (if different from Owner listed above): o a ��� ►�+ �� C(_ b & o a n 0 t� X Contractor's Name: Treasure Coast Roofing r- Contractor Address: 181E SW BILTMORE PSL,FL 34984 Phone Number: 772-379-9770 O Surety (if applicable, a copy of the payment bond is attached): Amount of bond: $ C Name and address: Phone number: Lender Name: _ Lender's address: one Number: Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Sec Tion 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates Lienor's Notice as provided in Section 713.13(1) (b), Florida Statutes - Phone number of person or entity designated by owner: to receive a copy of the 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 year from 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 I, 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 INTENDTO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under penalty of knowled r 1, (Signa re a 0 rjury, I declare th I-jnave read the foregoing notice of commencement and that the facts stated therein are true to the best of or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing it By Jo C— (f Name of acknowledged before me this '� day Of �Q� 2{�� Nz ' 7S P"sem " c 10 as for Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed (Signature of Pqkbv4Wc - State of Florida) (Print, Type, qVStamp Com ' stoned Name of Notary Public) Personally known, or produced Identification_. Type of Identification produced ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date. 712-o It 7 Permit Number: Building Permit Application Planning and Development Services Building and Lode 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: 6009 3 y 2 - Legal Legal Description. F ¢e L?IK I -e Property Tax 1D #: Site Plan Name: Project Name: _ Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Lot No. Z 1� Block No. $ 7 rear criC ex,SA'ny "ar ZnS a// new Sk'^9%tS P" 1�G�j 7112 - CONSTRUCTION INFORMATION: itiona work HVAC to be er orme un Gas Tank er t is permit- c ec ❑Gas Piping a ff-S Myt C 11 rs Windows/Doors Electric Plumbing Sprinklers []Generator Z Roof Total Sq. Ft of Construction: _2/_�C3 Sq. Ft. of First Floor: 2 /,5-3 Cost of Construction: $ G, ODo Utilities: 0 Sewer Septic Building Height: 1 OWNER/LESSEE: CONTRACTOR: Name Toe Lnt,rcnco Name: BRIAN J MALONEY Address:, 6009 164 am dr Company: TREASURE COAST ROOFING City: f fir erc'd State: FL Address: 5 816 5W BILTMORE Zip Code: 311ySV Fax: NLA City: PORT ST LUCIE State: FL Phone No. Zip Code: 34984 Fax: 772-343-8358 E -Mail: N/A Phone No. 772-370-9770 Fill in fee simple Title Holder on next page (if different E -Mail: TCROOFINGLLC c@GMAIL.COM from the Owner listed above) State or County License: CCC1330653 If value of construction is $2500 or more, a RECORDED Notice of Commencement is required. I SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Name: Address: City: Zip: one: FEE SIMPLE TITLE HOLDER: Name: Address: City: Zip: Phone: Not Applica State: Not Applicable MORTGAGE COMPANY: Name: Address: City: Zip: Phone: BONDING COMPANY: Na me: Address: City: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. Not Applicable State: _Not Applicable St. Lucie County makes no representation that is granting a permit will authorize the permit 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 Home 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 our Notice of Commencement. r, _ _ Signafure of-Awlji�'r/ Signatu STATE OF FLORIDA STATE OF FLORIDA COUNTY OF �Z =AjLt COUNTY OF The forgoing instrument wa acknowledged efore me this 7 day of 20 ) by (Name of person (Signature of Personally K"n =OR I Type of identification Produced Commission No. Revised 07/15/2014 to of Floe' R0 'rod e��ftatn, .. REVIEWS FRONT I ZONING COUNTER REVIEW DATE COMPLETE INITIALS Sealy rr , The far Ding instrument was acknowledged before me this day of 20 by (Name wag��d�ufU ruoi�c- �,zate or FiorGaa 1 Personally Known OR PSg411Ii"dl?p,� Type of Identification ProduceJZ\,,A.�°°° ' Commission No, (Seal) t SUPERVISOR PLANS VEGETATION REVIEW REVIEW REVIEW SEA TURTLE MANGROVE I REVIEW REVIEW odda Building Code Online 1 of 2 httpg:l'/www.Roridabuilding.org/pripi, app_dt1. asps.?paraM=WGE Business SCIS UOme Log in User R2gistratiun Hot Topvs SUbrnt Surctatge Stats & Pacts Pu�atbi15 rBC Staff 11C15 S4? Map L'nks 5aarcn Buse esu ")'Product caval Professional ;)SER: PDX USvr �P IMI P-duc Ai6m?t_ OI.F§_grj.,i a P!ntt;�tt nr &,pPzaatlaRSeae_r i¢pk;al}�n_i,Lt s AppWatinn Detai FL -FL16D48-R3 Application Type Revision Code Version 2014 Application Status Approved Cornmerts Ar[hived product Manufacturer Address/Phone/ Ern a i i Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email TRI -BUILT Roofing Products 4050 Louisiana Street Merrillville, IN 45414 (201) 842-2449 david. ruia@I tribu iltrnateria Isg roup.eom David Ruiz david. raiz@)tribuiltmateriaiSgroup. tom David Ruiz 250 Route 17 North East Rutherford, NO 07473 (201) 842-2445 david.rL-iz@LribLiltmateriaisgroup.com Category Roofing Subcategory Underla yme nts 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 -54156 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/16/2017 Validated By John W. Knezevich. PE Validation Checklist - HaTdcopy Received Certificate of independence Referenced Standard and Year (of Standard) Fl -i6042 R.3 Standard AS M D1970 ASTM G155 FRSA/TRI April 2D12 (04-12) TAS 143 Year 2009 2005 2012 1495 5/24/2016 9.58 AM arida Buildino, Cade Online Equivalence of Product Standards Certifier) By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending F6C Approval Hate Approved Summary of Products https:/Ywww.floTidabuilding-org/pr/pr_app_dt3.asax'rparaml wGBVX... Method 1 Caption D 1010812015 1011512015 1012112015 12115/2015 FL # Model, Number or Name Description 16048.1 TRI -BUILT Roof Underlayments Self -adhering, modMed bitumen roof underlayments Limits aF Use Installation Instructions Approved for use In HVHZ. No FW15048 113 ii X015 10 FINIAL ER i Rr- Approved €or use outside HVHZ: Yes EUiIT_liNDl RLAYM€_NT5_FL16048-R3.adf Impact Resistant: N/A Verified 6y; Robert Nieminen PE -59166 Design Pressure: +N/A/ -45 Created by Independent Third Party: Yes Other: 3.) The design pressure noted herein pertains to use Evaluation Reports of foam -on file systems overtop tete self -adhering F'-1tv.-,4'0_r=::;_, aE 2+01S 1G_FINAL =R, 7P.1- underlayment for one particular application. See ER Section _ r1t:F,; Yv, PEN'T-_rE SLG _ rr 5.6 for details. 2.) Refer to ER Section 5 for other Limits of Created by Independent Third Party: Yes Use_ �egdt 'i+t� contat: Us :: 14e4. 13�,'SLi_kLoll[©�SfireeE Talahas. _EL32,}93 PiSlffa' 850-4@7_.l_$24 The State of Florida G an M/EEO employer. "pyrl2W2,QW zQ13_jall _. oS 3url�a.:: ?�,is14Y.3S�tt:.+�IEF[ :: /K:4e•.S6NE 5ta4S,!Zo 3ryS ;: BeLY!Kl<staSemeMi t}nder Florida law, emal addresses are publl` records. If you do not ward your e-rnall addm-ss released tt response to a public -records request, do not send electmnlc mat to thIsentity. anStead, contact the office by phone or tri traditional Mat -you have any questlons, please contact 950.4fi�. E 395. xGursuant [o Section 455.2T5(1}, Fonda Sia€taes, effeethe OCiaber 1. 2Q32, Yedsea5 li[ersed ufsder Chapter <55.. f.5. must Provide the 0--partmeht with an ernail address / they have one. The emalS provided may be used for dlfkkl communication with bre kensee. Wowever ennal address" are publk record. If you do not wish to supply a P' rsonal address, please provide the Depastment with an ernal address which can be made avalcole to the mbk- TO determTm € you art a kensee dnder Chapter 455, ES., please Click bere . Product np�,prw.sl •rents- ••� r urns: 2 of 2 5/24/2016 9:58 AM TRINITY fER EVALUATION REPORT Allied Building Products Corp. dba TRi-BUILT Roofing Products 9054 Louisiana Street Merrillville, IN 46410 EXTERIOR RESEARCH & DESIGN, LEC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX -(203)262-9241 Evaluation Report A4296€3.10.12 -R3 F1.161348-113 Gate of Issuance; 10125/2012 Revision 3: 10/0$/7— SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Cade, Residential Volume. The products described herein have been evaluated for compliance with the 5`h Edition (2014) Florida Building Code sections netted herein. DESCRiPT;oN: TRI -BUILT Roof Underlaiyments 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 I 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 "TrinityIERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPEcrioN, 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. Nleminen, P,E, Florida Registration No. 59166, Florida DCA ANE1983 �s„rnaas,i �,''�.c �ya�yC+' ii3e facsiiri?e 58dI aRPear.�nB wu ai°nc�riaed dy ROCen Nieminen. -�+f ,,,,��+'"s P.E.. cn l0ik?3C1015. Til; does not serve assn clettmnecaliy s'gned dvWmen[. Signed, seaFad nardcaples hove heen transniaed ro The P rodua Apixoval Ad—.mr—,: and t,the named dj3 cErtnFicArtDty OF INDEPENDENCE: 1. TrinitylERP 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 1 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 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 TrinitylERD 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. ROOFING COMPONENT EVALUATION: 1, SCOPE: Product Category: hoofing Sub -Category: Underlayment Compliance Statement: TRI -BUILT Roof Underlayrnents, 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 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 TA5 103 1995 I REFERENCES, Entity Examination Reference Date ERD (TST6049) Physical Properties 540540.02.13-1 02/1912013 ERD (TST6049) Physical Properties 544540.11.13 11/19/2013 ERD (TST6049) Physical Properties 540540-03-14 03/26/2014 ERD (TST6049) Physical Properties 544870.04.14-2 04/02/2014 [RD (TST6049) Physical Properties 544870.04.14-3 04/02/2014 ER© (TST6049) Physical Properties 544370.04.14-1 04/10/2014 ERD (T5T6049) Physical Properties 544870.04.14-4 04/10/2014 ERD (1ST6049) Physical Properties 543530.02.14-1-R1 05/14/2014 ERI? (TST6049) Physical Properties 5435341.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.1.4 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SC8520.04.15 05/27/2015 UL, LLC. (QUA96251 Quality Control Multiple -Listing 816614 09/04/2015 UL, LLC. (QUA9625) duality Control Serv;Le Confirmation Exp. 10/1612017 4. PRODUCT DESCRIPTION: 4.1 Self -Adhering Underly ments: 4.1.1 Tri -Built Sand -R SA Shingle Underlayment is a self -adhering, glass -mat reinforced, sand -surfaced, 565 modified bitumen roof underlayment, with a 36 -inch sheet width. 4-1.2 Tri -Built S/A HT TU Underlayment is a self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayrnent 4.1.3 Tri -Built Smooth HT 5/A Underlayment is a self -adhering, glass -mat reinforced, film -surfaced, S85 modified bitumen roof undertayment. 5. UmITATIONS: 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 HVH2. 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 Evaivavor. fteaart A479S{i.P0.1Z-#t3 tertrficafe of AufhM Oti.I x9503 FLISaU H3 Revision 3: 10/08/zo15 Page 2 cf 5 _ � a 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 AHS 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 OPnoNtS Underlayment Asphalt Wood Shakes _ y Shingles Nail -On Tile Foam -On Tile r--etal Slate --_--.—_ &Shingles I Tri -Built Sand -R 5A Shingle i Underlayment Yes No ND I No Yes ! Yes Tri -Built S/A HT TU Yes Underlayment i Yes Yes YesYes Yes -- I See 5.5.1 Tri -Built Smooth HT S/A Underlayment Yes N° No Yes I 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. 'r Tri -Built S/A HT TU Underlayment with 3M- 2 -Component Roof Tile Adhesive Ali -160 (1`1_6332) or Dow TileBand— Roof Tile adhesive (FL717) 5.6 Allowable substrates are noted below: S.6.1 Direct -Bond to fleck: Tri -Built Sand -R SA Shingle Underlayment, Tri-Sui#t S/A HT TU Underlayment or Tri -Built Smooth HT S/A Underlayment applied to: r Plywood; ASTM D42 primed plywood; OSB; ASTM D41 primed 05B; ASTM 041 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 056 prior to installation of the self - adhering underlayment. S.E_2 Bond -to -Insulation: Tri -Built S/A HT TU Underlayment applied to: Dens Deck Prime; 5ECU ROCK 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 the 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. 5.5.3 Bond to Mechanicall Attached Base Layer: bo ASTM D226, Type I or 11 felt. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI Apri# 2012 (04-12). Exterior Research and Design, LLL Evaluatipn Report A42%0-10.12-R3Certlfieate of Authorization #9so3 FU 5948- R3 Revision 3: 10/08,12015 Page 3 of 5 5,5.4 Wind Resistance far Underla rnlf� ent 5 sterns in Foam-", _rife Applications.- FRSA/TRI April 2012 (44-12) dotes not address wind uplift resistance of all underlayment systems beneath foam -on tile 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 (fl4-12) 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 ofsafey t per FSC 1504.9 has already been applied). Refer to FBC 1609 for determination of design wind pressures, 5.6.4.1 Maximum i?esi n Pressure = -45.t3 sf. Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of AH1- Primer: (Optional) ASTM 041 Underlayment: Tri -Built S/A HT TU Underlayment, self -adhered. S.7 Ex0oaure Limitations: 5.7.1 Tri -built Sand -R 5A Shingle Underlayment or Tri -Built Smooth HT S/A Underlayment shall not be leis exposed for longer than 30 -days after installation S.7.2 Tri -Built S/A HTTU Underlayrnent shall not be left exposed for longer than 184 -days after installation. INSTALLATION: 6-3 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 [lust and debris prior to application, and prime the substrate (if applicable), 6.3 Tri -built Sand -R 5A Shin le tlnderla meat Tri -Built S/A HT TU Underla ent or Tri -Built Smooth liT S 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 a I€catioris. 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 possible. Once the entire length of membrane is in place, peel -off the release film diagonally while holding the membrane tight. Firmly TO the membrane into place to achieve a band. Horizontal seams should be minimum 3 -inches, configured to shed water. Vertical seams should be 5- inches and staggered not less than 2 -ft from vertiseams in the course below. Ali over -granule end -laps cal 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 ;gess 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 A €ications Tri -Built S A HT TU Underla ment onl 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 underiayment. Exterior Relearn and Design, LLC. Cer0flrute ofAuthorkerion #9503 EvalUat€on Report A42960.10,12 -R3 FL16p4& R3 Revision 3: 10/08/2015 Rage 4 of 5 7. BUILDING PERMIT REQUiREMENTS. As required by the Building Official or Authority laving 3urisdictior3 in Order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: COntact the noted QA agency for information on product locatior)s covered for F.A.C. Rule 9N-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC —QUA96Z5, (314) 578-3406, k.chanceIlorpuS.ul_com - END OF EVALUATION REPORT - Exterior Research and Dasign, LLC. +:eraficare of Authorisnrion 4a5o3 EvaWatinn Repatt AQ2960.10.12-it3 FL36043-k3 Revision 3: 10/08/Zo15 Page 5 of 5 n� a SCIS Home Log In User Registranan Hot Topics Submit Surcharge Slats 6 Facts Publications FBC Staff BCIS Site Map Links Search db' r (-JJA-- Product Approval USER_ Public User MrnAi >h > Alaf,171_> Application Detail Fl - Application Type Code Version Application Status Col,tments Archived Product Manufacturer Address/Phone/Email Autherized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect- Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By Certificate of Independence FL18355-R2 Revision 2014 Approved TAMKO Building Products, Inc. PO Box 1404 Joplin, MO 64802 (417) 6Z4-5644 Ext 2305 kerrl_eden @tam ke _co m Kerri Eden kerri_edenOtam ko. com Roofing Asphalt Sh6ngles Evaluation Report frons a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 UL LLC 01/07/2019 Locke Bowden Validation Checklist - Hardcopy Received Referenced Standard and Year (of Standard) Standard year ASTM D 3161 2009 ASTM D 34ti2 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standard$ Certified By Sections from the bode Product Approval Method Method 1 Caption D Dale Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending IFK Approval t2114/2015 Date Approved 02/10/2016 Date Revised 05109/2017 Summar of Products i FL It Mader, Number or Marne Descriptilon 18355.1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingies 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 � - Approved for use outside HVHZ: Yes �I S Impact Resistant N/A _ Verified B y' Zachary R. Priest PE -74(}21 Design Pressure: N/A Created by) ridependent Third Party: Yes I Other: See evaluation report for limits of use. Evaluation Reports Fi 1F; Sg2 AE TBPIrCiti l.2 F3' 2,-..1— F,Odtic` cvalu�t!Oi1 Created by Independent Third Party: Yes n,�, tzct Us :: 7641 91air 5tnne Road Tallahassee Fl, 323Ag Phvne: SSO•d.87-182. 7110 State of Florida is an A AjEEC) employer. Copynght 2007-2013 State of F€ da :: BOY-AcY BOY—Astatement :: pccess:bll" Statement :: Refund Statement Under Florida law, email addresses are public recards. It you do not want your a -mad address re:cased In response to a pubiie-records request, d0 got rend electronic 55,275 mail to this endry. Instead, contaa int, office by phone n: by nadttionai mail. if you have any ,tUeSOOIS, please contact 85x447.1395. *Pursuant to Section electronic ,1), Fppnda statutes, eff—tire October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. tt wever email addresses are public retard. If you do not wish to supply a personal address, pfease pravlde the Department with an email address which can be made available to the public. To determine it you are a licensee under Chapter x55, F.S., please click here . Product Appmg at Adepts: ?.�. W E."i Credit Card sate CREEK TECHMCAL SERViCES, EVALUATION REPORT Manufacturer. TAMKO BUILDING PRODUCTS Standard 220 West 4"n Street PR1 Construction Materials Technologies (TST5878) Joplin, MO 64801 TAS 100 (417) 624-6644 Manufacturing Plants: .Joplin, MO TAS 100 Phillipsbura, KS PRI Construction Materials Technologies (TST5878) Frederick, MD TAS 100 Dallas, TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE TAP -130-02-01 Certificate of Authorization No, 29824 17520 Edinburgh tar Tampa, FL 33647 (813) 480-3421 FLORIDA BUILDING CODE 5T" EDITION (2414) Category: Roofing 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 Ea& PRI Construction Materials Technologies (TST5878) SD:grt No. Standard Year PR1 Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 a 1995 PR€ Construction Materials Technologies (TST5878) TAP -451-02-01 TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -1 14-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 TAS 100 1995 1995 PRI Construction Materiels Technologies (TST5878) TAP -131-02-01 TAP -165-02-01 TAS 100 1595 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies TAP -280-02-01 TAS 100 TAS 100 1995 (TST5878) FIRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAP -307-02-01 TAS 100 1995 1995 PRI Construction Materials Technologies !TST5878) TAP -314-02-01 Rev 2 TAS 140 TAS 100 1995 PRI Construction Materials Technologies (TST5878) PR) Construction Materials Technologies (TST5878) TAF' -315-02-01 TAP -317-02-01 Asrn,t D 6387 1995 200e(2013)el UL LLC (TST9628) 02NK9507 TAS 100 1995 UL LLC (TST9628) ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTM D 3462 20Q9 2009 ASTIM D 6381 2008(21713)81 UL 2390 UL LLC (TST9628) 06NK03898 ASTM D 7158 2008d ASTM D 3161 2009 UL LLC (TST9628) 08CA59132 ASTM D 3462 2009 UL LLC (TS (`9628) 09NK07896 ASTM D 3161 2409 ASTM D 3161 2009 UL LLC (TST9628) ASTM D 3462 2409 UL LLC (TST9628) 10CA50498 ASTM D 3462 2009 UL LLC (TST9628) 10CA64882 ASTM D 3161 2009 11NK14014 ASTM D 3161 2009 UL LLC (TST9628) ASTM D 3462 2009 UL LLC (TST9628) 12CA24551 ASTM D 3161 2009 UL LLC (TST9628) 4786110543 ASTM D 6381 2408(2013)ei UL LLC (TST9628) 4787043752 ASTM D 3161 2009 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 This evaluation report is provided for State of Florida Product a Page i of 11 p approval under Rule 61G20-3. The manufacturer shall notify GREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duraticn 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_ t„ l. -REEK TAMKO BUILDING PRODUCTS Asphalt Shingles T�ct-il'��1CA#-;E�r[Cl�'S, LLC PRODUCT DESCRIPTION Elite GlassSeaM 12-114" x 36", ASTM D 3161, Class F and ASTM D 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 (Frederick & Tuscaloosa) Glass -Seal (Joplin) Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) HeritageO Premium (Dallas, Frederick, Phillipsburg & Tuscaloosa) Heritage@ Premium (Frederick) Heritage®® Vintage(? (Phillipsburg) Heritaget Woodgate (Dallas & Frederick) Heritage@ Woodgate (Frederick) Hip and Ridge Shingles (Frederick & Joplin) Vintage4 flip and Ridge (Phillipsburg) 12-114" x 36" ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab as shingle with fiberglass gnat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-114" x 36% ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass 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. 13-914" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced. laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462, 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36"_ ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced. laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462- 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462.. 12" x 36-318', ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462- 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3462. TBP15001,2 FL16355-R2 This evaluation report is provided for State of Florida product a Page 2 of 11 p prove] under Rule &1G2o-3_ The manufacturer shall natkfy GREETS. 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. ACREEK li TECHP-41C€ L SERVICES, LLC INSTALLATION Elite Glass -Seal@ Basic Wind Speed (V„ I,): (Frederick, ,Poplin & Basic Wind Speed (Va,d) Tuscaloosa) heck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): i nderlayment: Min. slope: Installation (HVHZ): Installation (!Von-HVHZ): Nailing Area Nailing Area 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. 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, 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 -118 -inch exposure in accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or `6 NaF Pattern" detailed below. F EK e p Figure 1, Elite Glass -Seal & Glass -Seat 4 Nail Pattern (Non-HVHZ only) -70 5-1/81, BuU Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern r7/8u i-1181, TBP15f1D1.2 FL18355-R2 gage 3 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 quaiity 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 speciricaffy addressed herein, iCREEK TAMKO BUILDING PRODUCTS TECHNICAL, SERVACES, LLC f; Asphalt shingles Heritage® Basic Wind Speed (V„I ): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vasd): Max. 150 mph Phillipsburg & Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements: age®Perick SWd3y sheathed min. 19/32 in. plywood or wood plank for (Dalt& (Dallas, Frederick new canstfuction; Min_ 15/32 in. plywood existing Philiipsburg & Tuscaloosa) & Deck (Non-HVHZ): construction. In accordance with FBC requirements; Heritage® Woodgate Solidly sheathed min. 15/32 in. plywood or wood plank for (Dallas & Frederick) UnderlaymeriL new construction; Min. 7116 in. OSB existing construction. 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 5-5/8 in. exposure in accordance with RAS 115 and manufacturers published installation instructions. Shingles shall be attached using "6 Nail Pattern` detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in_ exposure i accordance with FBG requirements and manufacturer's published installation instructions. Shingles shall be aiiached using either Y4 Nail Pattem” or '13 Nail Pattern" detailed below NAIL ZONE COMMON BOND �--- 12-1/2" ­+- 12-8/8" 12-1 /2 "--� l -111 Figure 3. Heritage®, Heritage(D Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) i-518" NAIL ZONE COMMON BOND Figure 4. Heritage() & Heritage®® Premium 6 Nail Pattern E 5-5/8" TBP15001.2 FL' 8355-R2 Pa4 of 11 This evaluation report is provided for state of Florida product approval under Rule 61G20-3- Che manufacturer sha l notify CREEK Technical Services. LLC of any product changes or quality assurance changes throughout fire durafien roar which this report is valid. This evaluation report does not express nor imply Warranty, instaYlation, recommended use, or other product attributes that are not specifically addressed herein. r z. CREEK TECHNICAL SERVICES, LLC TAMKO BUILDING PRODUCTS Asphalt Shingles BAIL ONE/ COFAMON BONN) EXPOSURE 5 518" i .+ f„ FASTENERS— ; 1 �F7-'!/�:`7-#i2'�►�+�-?-3i8�-1/2T-112� Figure 5. Heritage® Woodgate 6 Nail Pattern Figure 6 PAINT LINE.. 7-778" � ---- - - V` 11019 . El Common Bond Heritage@, Heritage@ Premium, & Heritagep Woodgate Alternate 6 Nail Pattern ACCEPTABLE FASTENER LOCATION DO ALONG E GE OF COMMON BOND PREFERRED FASTENER LOCATION IL ZONE EDGE OF ®COMMON BOND Figure 7. Heritage@ (Tuscaloosa) Expanded Nail patients from Figures 3, 4, and may be placed in the nail zone as described above TBP15001.2 FL18355-R2 This evaluation report is provided for State of Florida Product a r Page 5 of ? i Technical Services, LLC of any product changes or quality assurance changesth throughout heThe uration ff acture, h sl notifyort is This evaluation report does not express nor imply warranty, fnstallation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES. LLC Heritage@ Premium Basic Wind Speed (Vu„): (Frederick) Basic Wind Speed (Vaud): Deck (HVHZ): 51 Deck (Nan-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): FASTENERS TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 1507 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 PBC requirements; Solidly sheathed min. 15132 in. plywood or woad 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 flail Pattern" or "6 Nali Pattern" detailed below. NAIL ZONEf COMMON BOND EXPOSURE 5" 12" Figure 8. Heritage(& Premium (Frederick) 4 Nail Pattern (non-HVHZ only) MAIL ZONE.t FASTENERS C�Olk+ MON BONLt 1f2" EXRL RE" Figure 9. Heritage® Premium (Frederick) 6 Nail Pattern TBP1500 t.2 FI_ t 8355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Pule 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, recc�rnrnended use or other product attributes that are net specifically addressed herein. l ry.CREEK TAMKO BUILDING PRC)DUCTS TEC HNIC�L SERVICES. LL Asphalt Shingles Heritage@ Woodgate Basic Wind Speed (Vu„): Max. 194 mph (Frederick) Basic Wind Speed (Va,d): Max. 150 mph Deck (Non-HVHZ): In accordance with FBC requirements: Solidly sheathed rain. 15!32 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, 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 T Nail Pattern" detailed below. FASTENERS NAIL ZONE/ COMMON BOND EXPOSURE Y 5-1 F1 11 —12-318" Figure 10. Heritages Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONU CONIAON BOND 111 * � 9-1 /2" -43-44-,k,-9-3Z'-4314 3` -9-3Z'-4 3' 9-112" -► 111 Figure 11. Heritage0 Woodgate (Frederick) 6 Nail Pattern TBP15001.2 FL18 This evaluation report is provided ler St8t2 of Florida f raduct approval under Rule 61C2t3-3. The manuFacturzr shall notif CRFFK Technical Se vices. LLC of any produWt changes or quality zssurance changes €pros ghout the dur2tirn for which this report Is valid. This eva9uation renar does not express nor imply xlarranty, installation, recamrnentfed use, or ether product attritsutas that are not spec;fically addressed herein. E CREEK TEC14#04CG A3 SERVic: ES, LIU-; Heritage@ Vintage@ Basic Wind Speed (V,11): (Phillipsburg) Basic Wind Speed (V11d)- Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Instaliation (Non-HVHZ): --r 5•• Fan:; TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in- plywood or wood plants for new construction, Min. 15132 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 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 RAS 115 and manufacturer's published installation lnstrurtions- Shingles shall be attached using j6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either'5 Nail Pattern" or "6 Nail Pattern" detailed below. Figure 12. HeritageQ Vintageg 5 Nail Pattern (non-HVHZ only) 5' Fameners � 1 I fes'--�61FN Figure 13. HeritageD Vintage2D 6 Nail Pattern ex:.r - taxer 17 -Ire TBR15001.2 FL 18365-R2 This evaluation report is provided for State of Florida product a Page t3 E 11 Technical Services. LLC of an q P y PProval under Rule 61 G20-3. The manufacturer shall ratify GREEK y product chances or quality assurance changes throughout the duration for which this report is valid. This evaluation addressed raper# does not express nor imply warranty. installation, recommended use, or other product attributes that are not speciiicagy addressed herein. CREEK TECHNICAL SERVICES, LLC Hip & Ridge Basic Wind Speed (Vjj): (Frederick & Joplin) Basic Wind Speed (V,,d): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min_ slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 9543 mph In accordance with FBC requirements; Solidly sheathed man_ 19132 in_ plywood or wood plank for new construction; lain_ 15132 in. plywcjod existing Construction. In accordance with FBG requirements; Solidly sheathed rain. 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. 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 of prevailing wind Q - Start 5-1}8" exposure here— 4`r Figure 1 cJ'11 1 � 5AIS �, Fastener fastener Fa Figure 2 \� 1 Figure 3 1/4 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 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 Wtrihutes that are not specifically addressed herein. it TECHNICAL SEPVIC S, LLC Vintager) Hip & Ridge Basic Wind Speed (V,,c): (Phillipsburg) Basic Find Speed (V,S,): Deck (HVHZ): Deck (hion-HVHZ): Underlayrnent: Nein. slope: Instailalion: TAMKO SUILDING 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 FBG requirements; Solidly sheathed mint. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. CSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FSC requirements. installed with 5 inch exposure in accordance with the FISC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the Prevailing wind. Direction of prevailing wind t 5" exposure 1 Start here Figure 1" exposure _ I�5-112 Fastener ,4 ..,� Fastener Figure 2 1/41' ,Figure 3 Figure 15. Vintage@ Flip & Ridge (Phillipsburg) T$ P15001.2 FL18355-R2 This evaluation report is provided for Statee 10 of 11 of Florida product approval under Rule 61 G20-3_ The manufacturer shall nottiify CREEK Technical Services, LLC of any product changes or quai'sty 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. S' - LIMITATIONS TAMKG BUILDING PRODUCTS Asphalt Shingles 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 R 7158 applies to exposure B & C with a building mean root 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 underlayrnent application. 6) 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. B) Ali products listed in this report shall be manufactured under a duality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5`" Edition (2014) as evidenced in the referenced documents submitted by the named manufnr ti irar A rNS No 74023 STATE • r \ a 's"'&�t 0NAt y��4��♦t CERTIFICATION OF INDEPENDENCE IC2 2015.12.14 13:44:19 -05'00t Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing Products under this evacuation. CREEK Technical Servic this evaluation. anes, LLC is not owned, operated, or controlled by y company manufacturing or distributing products under 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 apprgval p,-ocess of the product. END OF REPORT TBP15001.2 3he 11 of 11 is evaluation report is provided for State of Florida productL1835aporo ai under Rule teal# S1G2f)-3_ The manufacturer sno9fy 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, recommendeduse or other product, attributes that an, not specifically addressed herein. orida Buildin, Code Online I of 11ttpsl/www. Rori dabui i di ng.org/pripr_app_dtl.aspa?paranl=VvGE V`k... Comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 8050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david_ ruiz@itribuiitmaterialsgroup.corn Authorized Signature David Ruiz david. ruiz�stribuittmatei ialsgroup. com Technical Representative ©avid Ruiz Atidress/Phone/Email 250 Route 17 North East Rutherford, N] 07473 (241) 841-2449 david.rulz@tribuiltmateriaisgroup.com Quality Assurance Representative Address/Phone/Email Categ ary Roofing Subcategory Vnderlayments 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 -59165 Quality Assurance Entlty UL LLC Quality Assurance Contract Expiration Date 10/16/2617 Vaiidated By lawn N. Knezevich, PE Validation Checklist - Hardcopy Received 8cls H, Log In User RegiStrattn Hot Tapirs Suhmt SUrCharge StaTS 4 Facts POWAtt M FBc stall 805 51te Map Lnk5 9—h f g U !! y� C f 3 s s■` Product Approval Professional `.;.4tssea:luttvser IieriSi:i�Wl Ft7 .:" P -d -ct tp�,rru l M.�rtu s P-0Uu r d_ p}EE' dt3on Sga a supp7c �uR LGk. 7 AAVlicatkm Detail LAW EL # FL16048-R3 Appilcation Type Revision Cade Version 2014 Application Status Approved Comments Archived Product Manufacturer TRI -BUILT Roofing Products Address/Phone/Email 8050 Louisiana Street Merrillville, IN 46410 (201) 842-2449 david_ ruiz@itribuiitmaterialsgroup.corn Authorized Signature David Ruiz david. ruiz�stribuittmatei ialsgroup. com Technical Representative ©avid Ruiz Atidress/Phone/Email 250 Route 17 North East Rutherford, N] 07473 (241) 841-2449 david.rulz@tribuiltmateriaisgroup.com Quality Assurance Representative Address/Phone/Email Categ ary Roofing Subcategory Vnderlayments 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 -59165 Quality Assurance Entlty UL LLC Quality Assurance Contract Expiration Date 10/16/2617 Vaiidated By lawn N. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) ='-)1— ?i.,--'– _lvier:rn- df Stand rd ASTM D1970 ASTM G155 FRSAjTR1 April 2012 (04-12) TAS 103 Year 2009 2005 2012 1995 5/24/2016 9:58 AM ofida Building Cade Online Equivalence or Pm6"ct Standards Certified By Sections from the Code lIttps-.//w-ww, oiidabuilding.org/prlpr_app_dtl.aWx?param=wGEVX-.- Product Approval Method Method 1 Option D Date Submitted 14/08/2015 Date Validated 10/19/2015 Date Pending FBC Approval 10/21/2015 Date Approved 12/1S/24i5 Summary of products FL # Model, Number or Name Description 36048,1 TRI -BUILT Roof Underlayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation instructions Approved for use In HVHZ: No FL16048 R3 H 2015_10 Fi AL :R TRl Approved for use outside HVHZ: Yes RUI_T UNDERlAYMENTS FL1604 s-R3.oaf 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 elle systems overtop the self -adhering _ E 201 0-13IVAi �R T= T- underlayment for one particular application. See ER Section a fi_rE�:LkYMEhJ7-_� 5.6 for details. 2.) Refer to ER Section 5 for other Limits of Zreated by Independent Third Party: Yes Use. oaclr; coozaetus :: 14341+91SLMunroe srrear��s <~�ctm X2399 Pt+Rne`,�„sn_�9.7_-1i42�4 Toe State or Florida anM/EE9 employer. S9py[�ht�24.7,201}S 11e o�p�sjn, :: Ps}v v 5ta[ :sot ::Ace p y Saternerd :: k}e d Statement Under Florlda Sow. email addresses are public mCords. A Yon r10 not want your a -mal address rebased In re:,ponse to a Dubuc -records request, 10 not send ebctnoaic rn it to this en". Instead, contact the office by phone or by tradRlional mat S you have any puesttons, please tantact $50.457.1395_ 'Pursuant to Sedlon 455.275(1), Florida Statutes, effWNe octorier 1, 2012, licensees UCensed under Chapter 455, F5. mcst provide the hepar meat with an emo address I ttrey have ane. The emals provided maY be used for nSTCW Communication wth the licensee.. However email addresses are public record. Y yao do not wish to supply a perse nal address, plaase provsak the Department wih m Final address whish Can be made available to the pnb4c. To determine f you are a licensee under Chapter 455, F.S., please click beS_. Product APprw�ai PE] W L ] of ? 5/24/2016 9:58 AAj Sri • EVALUATION REPORT Allied Building Products Corp. Ciba TRI -BUILT Roofing Products 9050 Louisiana Street Merrillville, IN 46410 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 PHONE: (203) 252-9245 FAX -.(203)262-9243 Evaluation Report A42960.14.12 -R3 FL16048-R3 Date sof Issuance: 10/25/2012 Revision 3: 1i}/i18IM— ScoPE: This Evaluation Report is issued under Rule 61620-3 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 Volurne. The products described herein have been evaluated for compliance with the 5h Edition (2014) Florida Building Code sections noted herein. D scFuP-noN: TRI -BUILT Roo# 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 dome 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 (ob site at the request of the Building Official. This Evaluation Report consists of pages 1 through S - Prepares! by: Robert.I.M. Nieminen, P.E. Florida Registration No, 59166, Florida DCA ANE1983 <R*,�gtsrreetrl, --- 7 •�r ,. s,l.t', The rdC511r 1!{ SES! appear•ns Wd5 3L'ChOfitEZj hp Rph{!q Ni{Mti.'rEn, i� =?Jls r,.,,a<e'. •s/0812015 P.s. on 10 . y sined� Thu does no Ser, an ct amnif fi dccvmeni, Sige d, sealed hardgp!es have teen transm:tied m rhe ProdudA pprtma Adminlskra—d W the named dte- CEHiFF1Cfir3o1J OF INDEPENDENCE 1. TrinitylERD 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 I 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! acquirer a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P,E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither TrinitylERD 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. ROOFING COMPONENT EVALUATION: I. SCOPE: Product category: Roofing Snub -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: Sectiori Property Standard Year IS0T2.4, 1507.2.8, 1507.2.9.2, Physical Properties. ASTM D1970 2009 1507.4.5.1, 1507.5.3, 1507.7.3 1504.6 Accelerated Weather#ng ASTN1 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 540540.02,13-1 02/19/2013 ERD(TST6049) Physical' Properties 540540.11.13 31/19/2013 ERD (TST6049) Physical Pruperties 540540:03.14 03/265/2014 ERD (7576049) Physical PrDperties 544870.04.14-2 04/02/2014 ERD (TST6049) Physical Properties 544$70.04.14-3 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 S4353QU2.14-1-R1 05/114/2014 ERD (TST6049) Physical Properties 543534.05.14 05/28/2014 ERD (TST6049) Physical Properties 540540.10.14 10/31/2014 ERD (TST6049) Physical Properties SC7645.02.15 02fl3/2015 ERD (TST6049) Accelerated Weathering SC8520.04-15 05/27/2415 UL, L.L.C. (QUA96251 Quality Control Multiple -listing R'16814 09/04/2415 UL, LLC. fQUA9625) Quality Control Service Confirmation Exp. 14/16/2017 4. PRODUCT DESCRIPTION. 4.1 Self -Adhering Underia ments: 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 is a self -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, SHS modified bitumen roof underlayment. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity IERD 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 HVH7. 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. Evalua?ion Report A47960.10.1.2 -R3 CM!fkate of Avahar120tID" #95a3 FL16048-R3 Revision 3: 10/0812()15 Page 2 of 5 I RIN .RD 5.4 TRI-BUILT Roof Underlayrrients may be used with any prepared roof cover inhere the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the AH1 for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable roof covers applied atoptheunderlayments are as follows: T4sti=1: ROOF COVER OP nONS Underleyment Asphalt Nail-fan Tile Foam-on Tile Meta# Woad ShakeE�517ate7 _ Shingles &Shing#es Fri-$wilt Sand-R 5A 5hingle i- Underlayment i Yes No No No Yes I yes Fri-Bunt 5/A HT TU res Underlayment Yes Yes Yes f �YesYes See 5.5.1Tri-Built smooth HT 5/A Underlayment �Yes No leo Yes es � Yes -- .. i 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. i Tri -Built S/A FIT TU Underlayment with 3M" 2 -Component Roof Tile Adhesive AH -160 (FL6332) or Dow TileBorid- Roof Tile Adhesive (FL717) 5.6 Allowable substrates are noted below: 5.6.1 Direct -Bond to Deck: Tri -Built Sand -11 SA Shingle Underlayment, Tri -Built 5/A HT TU Unde0ayment or Tri -Built Smooth HT SIA Underlayment applied to: i- Plywood; ASTM D41 primed plywood,- 058; ASTM €141 primed 0356; ASTM D41 primed structural concrete, While not required over plywood, 058 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 Bond -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 the 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 b or TAS 114, Appendix J. 5.6.3 Bond to Mechanicaily Attached Base Laver: r A5TM D226, Type I or If felt. For installations under mechanically attached prepared roof coverings, base layer 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 1,04-121. Exterior Research and Design, LLC. CEvafaatlon Report A32467.11).12 -R3 eriifrtnte o; Autnp,ization &9503 FLI604S-R3 Revision 3: 10108121)25 Page 3 of 5 5.6.4 Wind Resistance far 4Jndetla went S sterns in l=Darn-Un TileA 3ications: FRSAITRI April 2€!12 (04-12) toes not address wind upl€ft resistance of ail underlayment systems beneath foam-on tile 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 3 margin of safety per FRC 3544.9 has already been applied). Refer to FBG 1609 for determination of design wind pressures. 5.6.4.1 l+liaximum Desi n i�ressure = -45.0 sf. Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of,AHJ. Primer: (optional) ASTM D41 Underlayment: Tri-Built SIA HT TU Underlayment, self-adhered, 5.7 Exposure !imitations: 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-day5 after installation 5.7.2 Trl-130t S/A HT TU Underlayment shall not be left exposed for longer than 180-days after installation. 6. INSTALtATioiv: 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;. 5.3 Tri-Built Sand-k 5A Shin le Underly meek Tri-built 5 A HT TU Underly went or Tri-Built SmoO#h HT 5 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: 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 filen. 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 roll 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. Ali aver -granule enc: -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 font 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 paint and work upward. 6.3.3 Tile Appfications "ns SIA 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 guide)ine. Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Exterior Research and Design, LLC CefUlfcate of Authanzotian #5503 Evai u anon Re port A42960.10.12 • R 3 rusaas-st3 kevision 3: 117/08/2015 Page 4 of $ 7. BUILDING PERMIT REQUIREMENTS: As required by the Building official or Authority raving Jurisdiction in order to properly evaluate the installation of Ns product_ S. MANUFACTURING PLANTS: Contact the noted QA agency for information on P(Oduct locations covered for F.A.C. RUle 9N-3 CA requirements, 9. QUALITY AssURANCE ENTITY: IJL, LLC —QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, LLC. verHficote Of AUtharirarion #9503 Evaluation Report A42950.10.12 -R3 FU5048-R3 Revision 3.10/0812015 Page 5 of 5 bd tPmduct Approval USEPublic User ProUu�a A�irz _...:viae n PrO—j-u' :r! s c.'�r,t!:_..�:! -. : APPiieaiion Detail. FLApplication Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Em ail Authorized Signature Technical Representative Addres5/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quagty Assurance Entity Quality Assurance Contract Expiration Date Validated By Cert[Mcate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the code FL18355-R2 Revision 2014 Approved TAiMKO Building Products, Inc. PO Box 1404 Joplin, MQ 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.cnm Kerri Eden kerr'i—eden@tamko.com Roofing Asphalt Shingles Evaluation Report From a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 UL LLC 01/07/2019 Locke Bowden Validation Checklist - Hardcopy Received 1=�,:1r_ R2 l E : 16915001,2 FEIC 2014 Prct�: whirs:les ndf Standard year 1{« Awm 2009 ASTM D 3462 -- BCLS Home Loo In (User Regisrrailon Hot Topics Submit Surcharge Stats & Facts Publications FBC Staff BUS Site Map Links Search bd tPmduct Approval USEPublic User ProUu�a A�irz _...:viae n PrO—j-u' :r! s c.'�r,t!:_..�:! -. : APPiieaiion Detail. FLApplication Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Em ail Authorized Signature Technical Representative Addres5/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quagty Assurance Entity Quality Assurance Contract Expiration Date Validated By Cert[Mcate of independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the code FL18355-R2 Revision 2014 Approved TAiMKO Building Products, Inc. PO Box 1404 Joplin, MQ 64802 (417) 624-6644 Ext 2305 kerri_eden@tamko.cnm Kerri Eden kerr'i—eden@tamko.com Roofing Asphalt Shingles Evaluation Report From a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Zachary R. Priest PE -74021 UL LLC 01/07/2019 Locke Bowden Validation Checklist - Hardcopy Received 1=�,:1r_ R2 l E : 16915001,2 FEIC 2014 Prct�: whirs:les ndf Standard year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Product Approval Method Method 1 Option D Date Submitted 12/16/2015 Date Validated 12118/2015 Date Pending FBC Approval 12/1912015 Date Approves! 02/10/2016 Date Revised 05109/2017 Summa of Products FL # .. Model, Plumber or Name _ Descripiion _�"' _,� 1$355,1 Glass -Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage PremPurn, Heritage WOodgate, Heritage Vintage, Hip and Ridge, and Vintage hip and Ridge Shingles Limits of Use Installation instructions Approved for use in HVHZ: Yes ,approved for use outside HVHZ: Yes I y i Impact Resistant: N/A Venfied By Zachary R Priest PE 74021 Design Pressure: N/A Created by independent Third Party: Yes Other: See evaluation report for Irmits Of use. Evaluation Reports Fi LL_155 R2 A.r TSP1SCiC 1 2�- 2,')1- i o,i_iC.r r ;: l f;��rft �h l�lnlL � Created by [ndependent Third Party: Yes I_„"D Rout Conma us :: 2&01 843ir Mone Road T Ilahassee FL 32399 2422e: �24 Roe State of Florida is an AA(EEQ employer. Caovripht 2007-2013 State of Fionda ;; prlva Statement :: Acoessbiky Statement :: Refund Statement lander FWrida taw, email addresses are public records. if you do not wane va, e-mail adyress re.feased in response to a puulic-records request, do not send electronic mdil to this entity. Instead, contacr the off,e by pin ie or by t:adit unat mail. If you have any ques 0rili, please contatt 850.487.1395. �Vursuant to 5ecticn 055.275 (IJ, Finrnda Scatutrs, effective October 1, 2012, Acensees licensed under Chapter 455, F.S, must Provide the Department. with an email address i` they have ane, The e Neas era lde map De used for with as email a ddra with the licensee. However email addresses are pubtic recerd. If you do not wish to suPPiy a pnrsanal address, please provkle the department with an email address which can be made available to the pubic. To Gztermine if you are a licensee under Chapter 455, F. S., please dick he e . Product Approval Accepts; Cfedi± artd Safe TEcF4N1CAL,'3E1'1VJCE5, LLC EVALUATION REPORT Manufacturer, TAMKO BUILDING PRODUCTS Standard 220 West 4`t' Street PRI Construction Materials T echnoiogies {TST5878} PRI Construction Materials Joplin, MO 64801 TAS 100 TAS 100 (417)624-6644 Manufacturing Plants: Joplin, MEQ TAS 100 Phillipsbura, KS PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) Frederick, MD TAS 100 TAS 100 Dallas, TX PRI Construction Materials Technologies (TST5878) Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE TAP -165-02-01 Certificate of Authorization No, 29824 17520 Edinburgh Dr Tampa, FL 33€47 (813) 480-3421 FLORIDA BUILDING CODE Sax EDITION (2014) Category: Roofing 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 Issued December 14. 2015 Entity PRI r—onstruction Materials Technologies (TST5878) Report No. Standard Year PRI Construction Materials T echnoiogies {TST5878} PRI Construction Materials TAP -043-02-01 TAP -051-02-01 TAS 100 TAS 100 1995 1995 Technologies (TST5878) PRI Construction 'Materials Technologies (TST5878) TAP -054-02-01 TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 TAS 100 1995 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAP -131-02-01 TAS 100 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TS T 5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies {TST5878} PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAP TAS 100 1995 1995 PRI Construction Materials Technotogies (TST5878) -307-02-01 TAP -314-02-01 Rev 2 TAS 1000 TAS 100 19„5 PRI Construction Materials Technologies (TST5878) PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASThA D 6381 1995 2008(2013)e9 UL LLC (TST9628) TAP -317-02-01 TAS 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2009 UL LLC (TST9628) 04NK24366 ASTiv1 D 3462 2409 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 UL LLC (TST9628)ASTM 06NK03898 D 7158 2008d ASTM D 3161 2009 UL LLG (TST9628) 08CA59132 ASTM D 3462 2009 UL LLC (TST9628) 09NK07895 ASTM D 3161 ASTM D 3161 2009 2009 UL LLC (TST9628)ASTM 10CA50498 D 3462 20019 UL LLC {TST9628) 10CA64882 ASTM D 3462 2009 Lit LLC (TST9628) I INK14014 ASTM D 3161 2009 ASTIti3 D 3161 2009 UL LLC (TST9628)ASTM 12CA24551 D 3462 2009 UL LLC (TST9628) 4786110543 ASTM D 3161 2009 UL LLC (TST9628) 4787043752 ASTM D 6381 2008{2013}e1 UL LLC (TST9628) 4787148748 ASTM D 3161 ASTM D 7158 2009 20084 ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 Fl -.1U355 -R2 This evaluation report is provided for State of Florida product a a Page 1 of 11 Technical Services, LLC of an g g P ty approval under Rule ti1G20-3. The manufacture., shat! notify CREEK s valid. This evaluation report does not express cnorn ply warranty, installation, n ala on, re ommend;d use, or oe changes throughout the ther productation for 'attributes that ch this repart lare not specifically addressed herein. tij .lCREEK TA 1KO BUILDING PRODUCTS Asphalt Shingles T r'C:'�I�ICAIa Sti��ilC�S. LLC PRODUCT DESCRIPTION Elite Glass-SeaID 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick, Joplin & asphalt shingle with fiberg#ass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal (Frederick & Tuscaloosa) Glass -Seal (Joplin) HeritageO (Dallas, Frederick, Joplin, Phillipsburg $ Tuscaloosa) Heritage@ Premium (Dallas, Frederick, Phillipsburg 8, Tuscaloosa) Heritage@ Premium (Frederick) Heritage!@ VintageO (Phillipsburg) Heritage@ Woodgate (Dallas $ Frederick) HeritageO Woodgate (Frederick) Hip and fridge Shingles (Frederick & Joplin) VintageO flip and Ridge (Phillipsburg) 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158; Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced viith ceramic granules complying with ASTM D 3462. Shin Iles shall be used in the non-HVHZ only. 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-114" x 39-3A8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36", ASTM D 3161, Class F and ASTM 1) 715$, Class H fiberglass reinforced. laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462, 17-1l2" x 4D", ASTM D 3961, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 13-1/4" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural asphalt shingfe surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. 12-1W' x 12", ASTM D 3161, Class F fiberglass reinforced; hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D'3462. 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle surfaced with mineral granules complying with ASTM D 3452. TBP15001.2 FL18355-R2 This evaluation report is provided for State of Florida product a Page 2 1 i p approval under Dula 61G2o-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. Ea:CRR EEK TE:cHNICAL SERVICES. LLC INSTALLATION Elite Glass-Seaw Basic Wind Speed (Vint) (Frederick, Joplin & Basic Wind Speed (V,,,d): Tuscaloosa) Deck (HVHZ): & Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): l.Jnderlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): Mailing Are, Nailing Area 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. 15132 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. OSIS existing construction. In accordance with FBC requirements_ 2;12 and in accordance with FISC 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, 5hingfes shalf be attached using "6 Nail Pattern` detailed below. Installed with 5 -118 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Naii Pattern" or "6 Nail Pattern" detailed below. NAILS Butt Edge Figure 1- Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-IHVHZ only) _70 5-1/8" Butt Edge Figure 2. Elite Glass -Seat & Glass -Seal 6 Nail Pattern -7/8" i-118" 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 dines not express nor imply warranty, installation, recommended use, or other product attributes that a re not specifically addressed herein. CREEKTAMKO E3UILDfNG PRODUCTS e,¢ -r,_ _. �m.EJIC.At,.. SE€aVtOES, L.L. Asphalt ,Shingles Heritage@ Basic Wind Speed (Vol): Max. 194 mph (Dallas, Frederick, Joplin, Basic Wind Speed (Vag,): Max. 158 mph Phillipsburg & Tuscaloosa) heck (HVHZ): In accordance with FBC requirements; & Heritage@ Premium Solidly sheathed nein. 19132 in. plywood or wood plank for (Dallas. Frederick new construction: Min. 15132 in. plywood existing Phillipsburg & Tuscaloosa) & Deck (Non-HVHZ): construction. In accordance with FBC requirements: Heritage@ Woodgate Solidly sheathed rain_ 15132 in. plywood or wood punk for (Dallas & Frederick) Underlayment; new construction; Min. 7116 in. OSS existing construction.. 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 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern' detailed below Installation (Nan-HVHZ): Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "5 Nail Pattern" detailed below_ 6-1/8"I NAIL ZONE COMMON BOND 1E 6-6/81, �- 12-112"' -►1-• 12--318" --► -- 12-1 /2"--� 1 -111 Figure 3, Heritage@, Heritageg7 Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE COMMON BOND IE I � t* -t -112`H 7-1!2"-*�*- 7,1181`4 +F ! -i f2" -I +I r -tib" �-1 „ Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001.2 FI_18355-R2 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule MG20.3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is vain_ This evaluation report does not express nor imply warranty, installation. recommended use, or other product attributes that are not specifically addressed herein. t CREEK TAMKO BUILDING PRODUCT Asphalt Shingles NAIL ZONIV COMMON BOND k 1 1 t I ` 6-11a'° EXPOSURE 5 5W 11 �7-1i2+7-1/2+7-3M 7-112 7-112 -10 Figure 5. Heritage@ Woodgate 6 Nail Patterns FASTENERS Common Bond 60 � w it x r � � Figure 6. Heritage,@, Heritage{ Premium, & Heritage@ Woodgate Alternate 6 Nail Pattern PAINT LINE, 7-718" 6-11a" -)ACCEPTABLE `FASTENER LOCATION -DO NOT FASTEN ALONG EDGE OF -4COMMON BOND PREFERRED FASTENER LOCATION L ZONE EDGE OF COMM01% BOND SURE 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 This evaluation report is provided For State of Florida product a Page 5 of 1? p approval oder Rule 67G20-3. 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 snln�le� TF -CH tICAL SERVII—CES. �. LC Heritage &- Premium Basic Wind Speed (V„ a,): Max. 194 mph (Frederick) Basic /gird Speed (V„�): Max. 150 mph Deck (HVHZ): in accordance with FISC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for neve construo ion; Mint. '15/32 in. plywood existing construction. Derck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7/16 in. 086 existing construction. t_tnderiayment: 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). Instalied with 5 in. exposure in accordance with RAS 11.5 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern” detailed below. installation (Nan-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. 51/ TENERSNAIL ZONE' -- _ %COMMON BOND E 5" 1---- 11 " -- ► 12" —► -11'° ---� 1 kl Figure 8. Heritage® Premium (Frederick) 4 Mai( Pattern (non-HVHZ only) NAIL ZONE' FASTENERS COMMON BOND OK v 51c" EXPO RE 5" Figure 9. Heritage@ Premium (Frederick) 5 Nail Pattern TBR15001.2 FL18355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 u20The manufacturer shat# notify CREEK technical Services, LLC of any product changes or quality assurance chances throughout he duration for which this report is valid. This evaluation report does not express nor imply warranty, instaliation, recommended use, or other product attributes that are not specifically addressed herein_ t� CREEK TECHNICAL SERVICES. LLC Heritage® Woodgate Basic Wind Speed (V.,): (Frederick) Basic Wind Speed (V,,d): Dark (Non-HVHZ): Underlayment: Min. slope: Installation (loon-HVHZ): TAMKO SUILD)NG PRODUCTS Asphalt Shingles Max. 134 mph Max. 150 mph In accordance with FSC requirements: Solldiy sheathed min, 15132 in, plywood or wood plank for new construction; Mils. 7116 in, OSB existing construction. In accordance with FBC reciuirements. 2.12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installinu shingles at slopes greater than 21:12. Installed with S in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattem" or "6 Nail Pattern" detailed below. NAIL ZONE' COMMONBOND 5.112" l 1T 11.E 12-3/3" 11" -� k-1 Figure 10. Heritage® Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) ERS 5-1r EXF>MURE 51: 1 9-312"3'9_3"3144 9.112" �1 Figure 11. HeritageO Woodgate (Frederick) 6 Nail Pattern ZONE MON BONE, T13P15001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 6IG20-3. The manufacturer shall nat4 GREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this repor is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. If *=CHINBC€qtr. SERVICES. LLC Heritage@ Mintage® Basic Wind Speed (Vo): {Phillipsburg) Basic Wind Speed (V.,): Deck (HVHZ). Deck (Nan-HVHZ): Underlayment; Min. slope: installation (HVHZ): Installation (Nan-HVHZ): TAb9KO BUILDING P=RODUCTS Asphalt shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19/32 in_ pfywood or wood plants for new construction; Min, 15132 in. plywood existing construction. #n accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plants 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 sha{I be attached using '6 Nail Pattern' detailed beiow. Installed with 5 in. exposure in accordance with F6C requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern' or "6 Mail Pattern" detailed below. 4, „ter, 75 YE Pl�etB 17F1Y''' Figure 12. Heritage@ Vintager) 5 Nail Pattern (non-HVHZ only) '`-_�„�`,1 I i Asara• �"----te-trs•��—tstrs� Figure 13. HeritageO Vintageo 6 Nail Pattern TBP15071.2 FL18355-R2 Page 8 4t 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3- The manufarturer shat! 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_ r CREEK 'W TEC.-iNICCAL SERVICES, LLC - Hip & Ridge Basic Wind Speed (Vg): (Frederick & Joplin) Basic Wind Speed (Vmd): Dock (HVHZ): Deck (Non-HVHZ): Underlayrnen€: Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in_ plywood or woad 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; bilin. 7/16 in. OSB existing construction. In accordance with FBC requirements. 2:12 .and in accordance with FBC requirements. 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 of prevailing wind Start 5-118" exposure here- Figure 1 xposure 11 1 ]7 Y4 1 x' Faj'stener Fastener 5 Figure 2 Figure 3 1f4n Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.2 FL18355-R2 Pane 0 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 ncr imply warranty, instailation, recommended use, or other product attributes that are not specifically addressed herein. A L �5 ERVtC S, Li...0 Vintage& Hip & Ridge Basic Wind Speed (VA,): (Phillipsburg) Basic Wind Speed (Vasa): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: Installation: TAMKO F3UJLDNG ;'RCDLJC T S Asphalt Shingles; Max. 194 mph Max. 150 mph In accordance with FSC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in_ plywood existing construction. In accordance with FBG requirements; Solidly sheathed min. 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 requirernents. 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 prevaifing wind. Direction of prevailing wired Start" exposure here— ; -- Start mere Figure 1" exposure , 1 33 `! 15Fastener �- ' F stener Figure 2 1/4" Figure 3 Figure'15. Vintage® Flip & Ridge (Phillipsburg) TH P156411.2 FL 18355-R2 This evaluation report is provided for State of Florida induct a Page 10 of 11 Technical Services, LLC of any product changes or quality ass approval ]chaRgesstherougho t he duration for The ewh ch thisturer report snotify Rvallid. This evaluation report does not express nor imply warranby, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK "f :CI•^€l ICAL S it'd'€C-Fsa LLC LIWAT€ONS TAWO BUILDfNG PRODUCTS Asphalt Shingles I Fire Classification is not within the scope of this evaluation. 2j 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 f3 7158 applies to exposure 6 & C with a building mean roof heigh# of 33 -ft or less. 6) Deck substrates shall be clean, dry, and free from any irregularities and debris_ All fasteners in the deck shall be checked far 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. 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 shatl be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5"' Edition (2014) as evidenced in the referenced documents submitted by the named manufa&irnr ,��ti4lyllllfl/!!►! 4 No 74021 �t 0. STATE OF 'F411 OR CERTIFICATION OF INDEPENDENCE 2015.12.14 13:44:19 Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 GREEK Technical Services. LLC does not have, not wilt it acquire, a financial interest in any company manufacturing or distributing products under this evafustion. 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 akin 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 TSPI5001.2 FL18355-R2 This evaluation report is provided for State of FloridaPage 11 of 11 product approval under mule 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 attri©utes that are not specifically addressed herein.