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Building Permit Application
NOTICE OF COMMENCEMENT Permit No. Tax Folio No. jqiq " 56,_� 0>oq ' C)oo -o{ State of Florida County of St. Lucie /0-5` CV0 1 1'4-1 1 I f�,:p II -Vo I V��f The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713,171-,i,4- the 13,r'^r;,4-the following information is provided in this Notice of Commencement. Legal Descr}' tion of Property : : (and street address if available f I e -z y1� �.l";i- 'i —211c 13 L,�- General description of improvement: REROOF Owner inforrytionfor Lessee information if the Lessee contracted for the improvement: Name �' P'141�iI i'I�CJW�itt� Address c r I ip 416- 3 Interest in property: OWNER Name and address of fee simple titleholder (if different from Owner listed above) Contractor's Name: Contractor Address: Treasure Coast Roofing 1816 SW BILTMORF PSL,FL 34984 Phone Number. 772-370-9770 Surety (if applicable, a copy of the payment band is attached): Amount of bond: $ Name and address: Phone number: Lender Name: _ Lender's address: hone Number: a O U o z r ui � FU U � ❑ W H �o U p N Y 03 p -o U1-- 00 00 0 v�iw o(j *a`0 w Lo M 4100 O C o W ��LLoof Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1) (a)7., Florida Statutes: Name: Phone Number: Address: In addition to himself or herself, Owner designates I_ienor's Notice as provided in Section 713.13(1) (b), Florida Statutes. Phone number of person or entity designated by owner: Of 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 PAYMENT5 MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMM EN CEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECTION 713.13, FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVFMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MIDST BE RECORDED AND POSTED ON THE DOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. of perjury, I declare that I have read the foregoing notice of commencement and that the facts stated therein are true to the best of sand belief. h re of Owner or Lessee, or Owner's or Lessee's Authorized Officer/Director/Partner/Manager (Signatory's Title/Office) The foregoing i tr n}gnt was acknowledged before me this 2 day of 6,n , 20 �'Mm L 121Y EI SIVEMA, as 01&1" Ise___ for. Type of authority (e.g. officer, trustee) Party on behalf of whom instrument was executed Personally known_ or produced Identification X (Signat?otary Public - State of Florida) �J (Print,lipe, or Stamp Commissioned Name of Notary Public) Type of Identification produced `� ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: C+C]U NTY F L 0 R I C A Permit Number: Building Permit Application Planning and Development Services Building and Code Regulation Division 2300 Virginia Avenue, Fort Pierce FL 34982 Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential x PERMIT APPLICATION FOR: Roof PROPOSED IMPROVEMENT LOCATION: Address: 116 NE SOLIDA DRIVE Legal Description: RIVER PARK -UNIT 9 -PART B BLK 72 LOT 3 (MAP 34/28N) (OR 2141-2423 Property Tax ID #: 3419-565-0004-000-9 Site Plan Name: Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: Lot No. 3 Block No. 72 TEAR OFF EXISTING ROOF INSTALL PEEL N STICK UNDERLAYMENT AND TAMKO CONSTRUCTION INFORMATION: Additional work to be nertormed under this permit - check a appy: HVAC Gas Tank E]Gas Piping �_ Shutters Windows/Doors Electric L1 Plumbing Sprinklers L_l Generator W1 RoofRoof pitch Total Sq. Ft of Construction: 2244 Cost of Construction: $ 14,500.00 SFt. of First Floor: � _ Utilities:Sewer F_ Septic Building Height: 1 OWNERf LESSEE: CONTRACTOR: Name 6yetr—K- Name: Address: QZ- City: -�-�s4 State Zip Code: Fax: Phone No.gLa2(.2- � Company: TREASURE COAST ROOFlf4G Addres 1816 SW BILTMORE STREET City: 'c 'ulu State: FL Zip Code: 34984 Fax: 772-343-8358 Phone No. 772-370-9770 E -Mail: k4' - Fill in fee simple Title Holder on next page ( if different from the Owner listed above) E -Mail: TCROOFINGLLC@GMAIL.COM State or County License: CCC1330653 if value of construction is $2500 or more, a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER ENGINEER: _ Not Applicable Name: MORTGAGE COMPANY: Not Applicable Name: Address: 116 NE SOLIDA DRIVE Address: City: State: Zip: phone City: State: Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable Name: BONDING COMPANY: Not Applicable Name: Address: 1816 SwBILTMORE STREET Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a Permit. St. Lucie County makes no representation that is granting a permit will authorize 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 your Notice of Commencement. Signature ��oII f Owner/ Les'sEre/CorkraKor as Agent for Owner Signature Contractor of nseH(oldW STATE OF FLORIDA STATE OF FLORIDA COUNTY OF STLCUIE COUNTY OF STLUCIE The for Ding instru ent was acknowledge before me The forgoing instrue was acknowledged before me m this day of 20 by this _Zy day of 20Jff by BRIAN J MALONEY BRIAN J MALONEY Name of person aking statement Name of person making statement Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identificati n Type of Identificatio Produced / Produced (Signature ry Public- Stateof Flarida) (Signator f t y Public- State of Florida Commissl No. FF122434 ($eat). Commissl No. FF122434 (Se'�1� REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 8/2/17 Florida Building Code Online Page l of 2 116 Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_ede n @tam ko. com Quality Assurance Representative Address/Phone/Email Category Roofino Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 4 Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R4 CQI TBP15001 4 2017 FPC Eval Reoort Shingles n"nal.odf Referenced Standard and Year (of Standard) Standard Bt7S Home tog In User Registration Hot Topics Submit Surcharge Stats & Faces PubJicatrons F1C Staff SCIS Site Map Links Search 2016 ASTM D 3462 s� J Product Approval ASTMD D 7158 2011 J USER: Futhc User PmduCt Approval trenu > ProdULt ar Ap{pllcation Search > Anpliration List > Application Detail FL # FL18355 -R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products, Inc. Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kern eden@tamko.com Authorized Signature Kerry Eden kerri_eden@tamko.com Technical Representative Kerri Eden Address/Phone/Email PO Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_ede n @tam ko. com Quality Assurance Representative Address/Phone/Email Category Roofino Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden 4 Validation Checklist - Hardcopy Received Certificate of Independence FL18355 R4 CQI TBP15001 4 2017 FPC Eval Reoort Shingles n"nal.odf Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Prcduct Standards Certified By Approved Testing Lab FL18355 R4 Eauiv UL letter for standards for FBC_2017.ndf Sections from the Code https:llwww_floridahuilding.org/prlpr_app_dtl. aspx?param=wGEVXQv4DquvosrHa:zGX+Q ... 1/33/2018 Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FSC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 Page 2 of 2 FL # Model, Number or Name Description 18355.1 Gfass-Seal, Elite Glass -Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355 R4 II TB I5001.4 2017 FBC Eval Re ort' bin le final.Ddf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL183SS R4 AE TBP15001.4 2017 FBG Eval Report Shinules final.odf Created by Independent Third Party: Yes Back o - Contact Us :: 2601 Blair Stone Road, TallahasseeL 32399 Phone: 850-487-1824 The State of Florida is an AA1EEO employer. Coovriaht 2007-2013 state Of FlorEda.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your email address released in response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department Mth an email address it they have one. The emails provided may be used for offidal communication with the licensee. However email addresses are public record_ Ifyou do not wish to supply a personal address, please provide the Department wilt an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, FS., please click here , Product Approval Accepts= 77 cl Credit Card Safe https:ll-�vww. floridabuilding.org/pr/pr_app_till.aspx?param=vvGEVXQwtDquvosrHazGXQ... 1/3/2018 Certificate of Authorization No, 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6;" EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS Issued September 25 2017 220 West 4`' Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg: KS Frederick, MD Dallas, TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRS Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -394-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP --315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP -317-02-01 TAR 100 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 201 CA UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 10CA50498 ASTM D 3462 201 CA UL LLC (TST9628) 10CA64882 ASTM D 3161 2016 UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)ei UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE 11669) TSP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEK Asphalt Shingles TECHNICAL SERVICES., LLC PRODUCT DESCRIPTION Elite Glass -Seal® 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 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick & asphalt shingle with Fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1.14" x 39-318n, ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462, Tuscaloosa) Heritage@ Premium 12° x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462_ Heritage@ Vintage@ 17-112" x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 13-114" x 39--318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12'" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC INSTALLATION Elite Giass-Seal® Basic Wind Speed (Vv,t): (Frederick, Joplin & Basic Wind Speed (Vasa): Tuscaloosa) Deck (HVHZ): Glass -Seal (Frederick, Joplin (Non- HVHZ) & Tuscaloosa) Deck (Non-HVHZ): Underlayment: Min. slope: Installation (HVHZ): Installation (Non-HVHZ): Nailing Area Area TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBG requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. In accordance with FBG requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with FBC requirements. 2:12 and in accordance with FBG requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installed with 5-1f8 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 FSC requirements and manufacturer's published installation instructions- Shingles shall be attached using either "4 Nail Pattern" or `6 Nail Pattern" detailed below. NAILS 11 i .TT Figure 1. Elite Glass -Seal & Glass -Seal 4 Nail Pattern (Non-HVHZ only) NAILS --.1 -- — ------ Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -718`7 6,718" 5-1/877 TBP15001.4 FL18355-R4 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. 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IJ ££ wnwlxew e of pajo!ijsai aq Ilegs jgbieq Sow ueaw aql (£ -sjuawaisnbai Dej q;!m aouepi000e u! pue 6ulppelo pue sjuauodwoo jo; pags!Igejse speol u6lsap wnw!ulw aqj jaaw of siagjo Aq pau6!sap aq 11e4s juewgoejje �oap;oo1 ay; pue �Oap;ooi aql (Z �uo!jenlena s!yj;o adoos a4j u!gjws jou si u04eo4isselo eal=l (4 SNQ11Vl1U'J1-j 0-1-1 'S301AH3S -1V31NH03,L slon(1S d'DNd ix3380 SlanQ02id JNIQlij18 Q71Wb'1 1i'� Florida Building Cade Online Page X of 2 Business •ProfessionalRegulation .-- 7, 6CiS Herne Log In User Registration Hot Topics submit 5u; harge Stats & Facts Publications FBC Staff BCI5 Site Map Links Search db- Product Approval l� USER; Public User pr Pruduct Ap2royal Menu > Product or Auulication Search > AoljobcQ Us t > Application Detail rasa FL # FL18355-R4 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer TAMKD Building Products, Inc. Address/Phone/Email PCS Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_eden@tam ko.com Authorized Signature Kerri Eden kerri__�eden@tamko.com Technical Representative Kerr! Eden Address/Phone/Email PD Box 1404 Joplin, MO 64802 (417) 624-6644 Ext 2305 kerri_ede n @tam ko, com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .. Evaluation Report - Hardcopy Received Fiorida Engineer or Architect Name who developed Zachary R. Priest the Evaluation Report 2016 Florida License PE -74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist - Hardcopy Received Certificate of Independence FLIS355 R4 CGI 73P15001.4 2017 FSC Eval Report Shingles final.pd Referenced Standard and Year (of Standard) Standard Year ASTM D 3161 2016 ASTM D 3462 2010 ASTMD D 7158 2011 TAS 100 1995 Equivalence of Product Standards Certified By Approved Testing Lab FL183S5 R4 Eouiv UL letter for standards for FBC 2017.2df Sections from the Code haps://www.floridabuilding_orglpr/pr app dtl.aspx?paramu wGEVXQwtDquvosrHazGXQ... 1/3/201$ Florida Building Code Online Product Approval Method Date Submitted Hate Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/27/2017 10/08/2017 12/12/2017 Page 2 of 2 Fill Model, Number or Name Description 18355.1 Glass -Seal, Elite GMSS-Seai, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate, Heritage Vintage, Hip and Ridge, and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL18355_ R4 Il TBP15001.4 2017 FBC Eval Report Shingles fna�l pdf Approved for use outside HVHZ: Yes Impact Resistant; N/A Verified By: Zachary R. Priest PE -74021 Design Pressure: N/A Created by Independent Third Party: Yes Other: See evaluation report for limits of use. Evaluation Reports FL16355 R4 AE TSP15001.4 2017 FBC Eval Report Shinaies Final.pdf Created by Independent Third Party: Yes Back Next Contact Us .: 2601 Blair Stone Road, Tallahassee FL 32399 Phone- 850-487-1824 The State of Florida is an AA/EEO employer. Com=right 20022013 State of Florida.:: Privacx Statemen :: AAr s��, ibiEity_Statement Refund Statement Under Florida law, email addresses are public records. If you do not want your a -mail address released Pn response to a public -records request, do not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. *Pursuant to Section es 455.275{1}, Florida Statutes, effective October 1, 2012, licenselimrtssed under Chapter 455, F.S. mus: provide the Department with an email address if they have one. The emaits provided may be used for official communication with the licensee. Hnwever email addresses are public record. If you do not wish to Supply a personal address, please provide the Department with an email address which ran be made available to the public. To determine if you are a licensee under Chapter 4S5, F.S., please dick here . Product Approval Accepts: Credit Card Safe https:/fwww.floridabuilding.org/Pr/pr__appADquvosfflazQ--- 1/312018 Certificate of Authorization Na. 29824 CREEK17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (81.3) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6'H EDITION (2017) Manufacturer: TAMKO BUILDING PRODUCTS 220 West 41" Street Joplin, MO 64801 (417) 624-6644 Manufacturing Plants: Joplin, MO Phillipsburg, KS Frederick, IVCD Dallas. TX Tuscaloosa, AL Quality Assurance: UL LLC (QUA9625) SCOPE Issued September 25, 2017 Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1504.1.1, 15072-5,15072.7-1, 1523.6.5.1 Properties: Physical properties, Wind Resistance, Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materials Technologies (TST5878) TAP -043-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -051-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -054-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -114-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -117-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -130-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -131-02-01 TAS 100 1995 PRI Construction Materials Technoingies (TST5878) TAP -165-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -280-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -303-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -307-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies (TST5878) TAP -315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies (TST5878) TAP -347-02-01 TAS 160 1995 UL LLC (TST9628) 02NK9507 ASTM D 3161 2016 UL LLC (TST9628) 04NK24366 ASTM D 3462 2010A UL LLC (TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2011 UL LLC (TST9628) 06NK03898 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 08CA59132 ASTM D 3161 2016 UL LLC (TST9628) 09NK07896 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) I OCA50498 ASTM D 3462 2010A UL LLC (TST9628) IOCA64882 ASTM D 3161 2016 UL LLC (TST9628) 11NK14014 ASTM D 3161 2016 ASTM D 3462 2010A UL LLC (TST9628) 12CA24551 ASTM D 3161 2016 UL LLC (TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC (TST9628) 4787043752 ASTM D 3161 2016 UL LLC (TST9628) 4787148748 ASTM D 7158 2011 ASTM D 3161 2016 ASTM D 3462 2010A CREEK Technical Services LLC (ANE11669) TBP15001.3 Calculations 2017 TBP15001.4 FL18355-R4 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC PRODUCT DESCRIPTION Elite GlassSeal@ 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 12-114" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3 -tab (Frederick & asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass -Seal 12-114" x 36", ASTM D 7158, Class H self-sealing, 3 -tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage® 13-114' x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin, Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritage®Premium 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas, Frederick, reinforced, laminated architectural asphalt shingle surfaced with mineral granules Phillipsburg & complying with ASTM D 3462. Tuscaloosa) Heritages@ Premium 12" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Vintage@ 17-112° x 40", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. HeritageO Woodgate 13-114" x 39-318", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas & Frederick) reinforced. laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritagefl Woodgate 12" x 36-318", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114® x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick & Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12n, ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.4 FL18355-R4 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL. SERVICES, LLC INSTALLATION TAMKO BUILDING PRODUCTS Asphalt Shingles Elite Glass -Sear Basic Wind Speed (V„41): Max. 194 mph (Frederick, Joplin & Basic Wind Speed (Vasa): Max. 150 mph Tuscaloosa) Deck (HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Glass -Seal new construction; Min. 15132 in- plywood existing (Frederick, Joplin (Non- construction. HVHZ) & Tuscaloosa) Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: 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): Instailed with 5-118 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 -1f8 -inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. Nailing Area Nailing Area Butt Edge Figure 1. Elite Glass -Seal & Glass -Seal 4 Bail Pattern (Nott-HVHZ only) MAILS -718" 5-1/81, Butt Edge Figure 2. Elite Glass -Seal & Glass -Seal 6 Nail Pattern -718" 5-'1/8" TBP15001.4 FL18355-R4 Page 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 quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ (Dallas, Frederick, Joplin, Phillipsburg & Tuscaloosa) Heritage@ Premium (Dallas, Frederick Phillipsburg & Tuscaloosa) Heritage(g) Woodgate (Dallas & Frederick) 6-1/811 Basic Wind Speed (Vuit): Basic Wind Speed (Vase,) Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min. slope: lnstallation (HVHZ) Instafiation (Non-HVHZ): TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements-, Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min- 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with I=BC requirements. 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12_ Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5-518 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. FASTENERS f::,,,,,- NAIL ZONE COMMON BOND EXPOSURE 5-5/8" 1 " 12-1/2" 12-318" - 12-1121`-� �-1 Figure 3. Heritage®, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) NAIL ZONE COMMON BOND EXPOSURE 5-5/8" 14-47-112'4�-T-1/2" -bf*7-&&-b.- 7 -112`0f* -7-112--I �-i" Figure 4. Heritage@ & Heritage@ Premium 6 Nail Pattern TBP15001 A FL18355-R4 Page 4 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TAIVIKO BUILDING PRODUCTS Asphalt Shingles TE:cHNICAL SEF?VtCES, LLC NAIL ZONE! ASTENERS. COMMON BOND r T 6-1/8" EXPOSURE 5 5/6. �° �f-i-rt12°:�#..7-if2'�7�($=�►47-1f2W�a-7-rtf2� �--1„ Figure 5. Heritage@ Woodgate 6 Nail Pattern PAINT LINE. 1""- 12-1/2" i t FASTENERS �— 12-112"-r1"it"I� ED Common Bond :.. Lli 7 a - - _ 39-318" Figure 6. Heritage@, Heritage@ Premium, & HeritageO Woodgate Alternate 6 Nail Pattern 7-7/8" I ------ NAI L ZON E fi-t/8" r _EDGE OF COMMON BOND EXPOSURE 5-518„ ACCEPTABLE FASTENER LOCATION 00 NOT FASTEN ALONG EDGE OF --- -------------- ----------- COMMON BOND PREFERRED FASTENER LOCATION Figure 7, HeritageO (Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be ,placed in the nail zone as described above TBP150C1.4 FL18355-R4 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specificaily addressed herein. CREEKTAiMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES. LLC HeritageC"O Premium Basic Wind Speed (V„,i): Max. 194 mph (Frederick) Basic Wind Speed (V.,d): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Salidiy sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope- 2:12 and fn accordance with FBC requirements. Refer to the manufacturer's application instructions when inst@Ihng shingles at slopes greater than 21:12. . Installation (HVHZ): 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. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either °4 Nail Pattern" or "6 Nail Pattern" detailed below. FASTS NAIL ZONE/ dOMMON BOND 5���JEXPOSUptE �„ 1211 Figure 8. Heritage® Premium (Frederick) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONEi COMMON BOND G T rJ12" FP SURE 5" Figure 9, Heritaged Premium (Frederick) 6 Nail Pattern TSP15001.4 FL18355-R4 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61020-3. The manufacturer steal# notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage@ Woodgate Basic Wind Speed (Vvq): (Frederick) Basic Wmd Speed (Vasa): Deck (Non-HVHZ): Underlayment: Min. slope: Installation (Non--HVHZ) FASTENERS LL TAMKO BUILDING PRODUCTS Asphalt shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction, Mtn. 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 FBC requirements and manufacturer's published installation. instructions. Shingles shall be attached using either "4 Nail Pattern" or "6 Nail Pattern" detailed below. I T EXPOSURE V .J..: ± NAIL ZONEi COMMON BOND 1 11 " — I—.-.12-3/8" �r— 11 —� k -1 - Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONEI COMMON HONG RS 5.112" IXPOHIIRE 5" Figure 11. Heritage(& Woodgate (Frederick) 6 Nail Pattern TBP15001.4 FL18355-R4 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK TECHNICAL SERVICES, LLC Heritage® Vintage@ Basic Wind Speed (V,,t): (Phillipsburg) Basic Wind Speed (Va,j): Deck (HVHZ): Deck (Non-HVHZ): Underlayment: Min, slope: Installation (HVHZ): Installation (Non-HVHZ): T �•F35t�IlFfS TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood piank for new construction; Min. 15132 in. plywood existing construction. In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in. OSB existing construction. In accordance with 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 instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either "5 Nail Pattern" or "6 Nail Mattern" detailed below. 17.1 F2" i 6' Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) aposare blotch Figure 13. Heritage@ Vintage° 6 Nail Pattern TBP15001.4 FL18355-R4 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. REE TECHNICAL SERVICES. LLC Hip & Ridge Basic Wind Speed (Vit): (Frederick & Joplin) Basic Wind Speed (Vasd): Deck (HVHZ): Deck (Non-HVHZ) Underlayment' Min. slope: Installation: TAMKO BUILDING PRODUCTS Asphalt Shingles Max. 194 mph Max. 150 mph In accordance with FBC requirements; Solidly sheathed min. 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. 7/16 in. OSB existing construction.. In accordance with FBC requirements. 2:12 and in accordance with FBG requirements. Installed with 5-1/8 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 5-1/8" exposure here " M�. Figure 1 it 1" Fastener Figure 2 V3,%Is 1„ r Fastener -518 Figure 3 1/4" Figure 14. Hip & Ridge (Frederick & Joplin) TBP15001.4 FL18355-R4 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 attributes that are not specifically addressed herein. 9 CREEK TAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LLC Vintages Hip & Ridge Basic Wind Speed (V.11): Max_ 194 mph (Phillipsburg) Basic Wind Speed (Vasa): Max. 150 mph Deck (HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck (Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min_ 7116 in. OSB existing construction. Underlayment: In accordance with FBC requirements. Min. slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FSC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Directiion of prevailing wind € 5" exposure Start Figure 1 here 5" exposure lot Fastener Figure 2 1 Fastener Figure 3 Figure 15. Vintage® Hip & Ridge ('Phillipsburg) TSP15001.4 FL18355-R4 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shalt notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL. SERVICES, LI -C LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B & C with a building mean roof height of 60 -ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E, have demonstrated compliance with the Florida Building Code, 61" Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer, CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor -will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 _ FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Fiodda product approval under Rule (31G20 -3a 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. .��PpYIIRlrp`'`'�i C''• • •'J �' �-y 2Ci 7.Vn 9.25 �`• No 74421 11:31:41 O : —04100t •: STATE OF .' c( %©'t`•'• q P.•'���� Zachary R. Priest, P.E. '��S•••'Q R .�• %%%% Fiorida Registration No. 74021 Organization /i"IQ N A' No. ANE11669 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor -will acquire, a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.4 _ FL18355-R4 Page 11 of 11 This evaluation report is provided for State of Fiodda product approval under Rule (31G20 -3a 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. Florida Building Code Online HCIS HDme Lag In User Registratfon dbor ProductApprovali 4 usee: Public Use, Page 1 of 2 Product Aouroval tAnu > Praduct or Angliwtion Search > Application List > Application Detail FL # FL5259-R27 kQi>; {■ 44,� Hut Topics Submit Surcharge Stats & Facts Publi®tions FBC Staff RMS Site Map Links Search Product Aouroval tAnu > Praduct or Angliwtion Search > Application List > Application Detail FL # FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer POLYGLASS USA Address/Phone/Emait 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 lak3ns@polyglass.com Authorized Signature James Akins jakins@PD[yglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAI perti`7u po lyg lass. corn Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALerider@ polyg lass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report 2015 Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W. Knezevich, PE FRSA/TRI April 2012 .{ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL5259 R27 COI 2017 01 COI Nieminen.odf Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 24)12 TAS 103 1995 TAS 110 2000 h"s://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 113/2018 Florida Building Code Online Page 2 of 2 Summar of Products UL 1897 2012 Equ+valence of product Standards Model, Number or Description Certified By Name Sections from the Code Polyglass Roof Roofing underlayments Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date validated 09/15/2017 Date Pending FBC Approvai 09/18/2017 Date Approved 12/12/2017 Summar of Products FL # Model, Number or Description Name 5259,1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions Approved for use in HVHZ; No FL52 9 R27 II 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ: Yes R27.odf Impact Resistant: N/A Verified By: Robert Nleminen PE -59166 Design pressure: i -N/A/ -622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this Evaluation Reports application relates to one particular FL5259 R27 AE 2017 09 FINAL ER POLY LASS UND RLAYMENT FL525 - underlayment system (over concrete R27.Ddf deck) for use under foam -on tile systems Created by Independent Third Party: Yes (where the underlayment Forms part of the Ioad-path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. f 2.) Refer to ER Section 5 for other limits of use. Sack Next Cantai 1) :: 25iL-DJOirStopeRoad,TaNahassee FL 37394 Fh�_850-487-1824 The State of Florida is an AA/EEG employer. Cohv 'aht 2007-2013 State of Florida :: prrvacv Statement:: Accessibility Statement Refund 5taFemant Under Honda law, email addresses are public records. If you do not want youre-mail address released in response to a public -records request, do not send electronic mail to this entity, Instead, -tee the offf, by phone or by [radirianal mall. If you have any rlue WnS, please Cnnta[t 850.487.1395. "Pursuant to Section 455.275(1), Florida Statute$, effective Oct 1, 2012, ficenseas licensed under Chapter 455, F.S. mtut provide the Department with an email address it they have orre. The ema)ls provided may be used for ofFioal mmmuricafian with the licensee. Hnwever ernail addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, P.S., please dick here . I Product Approval Accepts: r.r W n_Rx Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx)aratnn=wGEVXQwtDgvbSq A aZp3Crk-.- 1/3/2018 EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 (570) 384-1230 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Evaluation Report P12060.02.09 -R23 FL5259-R27 Date of Issuance: 02/24/2009 Revision 23: 09/14/2017 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 Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity[ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity l ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the jab site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: Robert J.M. Nieminen, P.E. Thefacsimile seal appearing was authorized by Robert Nieminen, Florida Registration No, 59166, Florida DCA ANE1983 moi,; ?„ ,te P.E. on 04J14/2037. This does not serve as an electronically signed document CERTIFICATION OF INDEPENDENCE: I. Trinity] ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates_ 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert 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 Trinity I ERD nor Robert Nieminen, P -E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING COMPONENT EVALUATION:. 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 5th Edition (2014) 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. Z. STANDARDS: Section Prope Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.5.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Enti Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PR101111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties FUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRi (TST 5878) Physical Properties PUSA-033-02-01 01/12/2005 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-093-02-01 04/14/2008 PRI (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09 -R1 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P31030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design, LLC. Lvaivation Report P12060.02.09 -R23 Certificate of Authorization #9503 6T" MITION (20117} FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; {570) 384-1236 Revision 23,09/14/2017 Page 2 of 14 4. Entf ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (T5T 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ICC -ES (EVL 2396) Miami -Dade (CER 1592) Polyglass USA Polyglass USA Polyglass USA UL, LLC. (QUA9625) Examination Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Physical Properties Physical Properties IBC Compliance HVH2 Compliance Manufacturing Affidavit P/L Affidavit Materials Affidavit Quality Control Reference P40390.08.12-1 P40390.08-12-2 041420.09.12-3 P39680.03-13 P45370.04.13 P1738.02.07 -R2 11757.04.01-1-R1 P41630_0&13 P11751.05.03 -R1 P11781.11.03 -R1 P45270.05.14 6020.07.14-1 6020.09.14-2 6020.09-14-3 6020-09.14-4 6020.09.14-5 6020.09.14-6 1346520,10-14 P44360.10.14 P43290.10.14 PLYG-SC7550.03.15 P40390.04.15 PLYG-SC8080.05.15-1 PLYG-SC8905.05.16-1 PLYG-SC8080-07.16 PLYG-SC12025.10.16 PLYG-SC13040.12-16 PLYG-SC11900.03.17 PLYG-SC12115.08.17 ESR -1697 NOA 14-0717.08 Products Current Mule -Hide Cross Ltg Polystick SA Compound Service Confirmation TRINITY ER& Date 08/06/2012 08/07/2012 09/11/2012 03/04/2013 04/26/2013 04/29/2013 04/30/2013 08/06/2013 11/26/2013 11/26/2013 05/12/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 10/03/2014 10/07/2014 10/17/2014 03/24/2015 04/03/2015 05/20/2015 05/17/2016 07/16/2016 10/12/2016 12/27/2016 03/10/2017 08/08/2017 11/01/2014 01/22/2015 02/18/2009 03/01/2008 08/18/2011 Exp. 10/05/2018 PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. 4.2.2 Polystick IR -Xe is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4,2.3 Poiystick TU Plus is a nominal 80 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Authorization #9503 6n, EDITION (2017) FISC NON-i-IVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/21117 Page 3 of 14 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103, 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membranae with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Prom is a nominal 60 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4..2.8 Polystick Tile Pro'"' is a nominal 60 -mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103- 4.2.9 Polystick MU -X is a nominal 54 -mil thick dual-iayer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4.3 Mechanically Fastened and/or Bonded Underlayments. 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule -surfaced APP modified bitumen top --side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet A5TM D6164. Elastoflex 56 G and Elastoflex Sb G FR are for use as an alternate to "Mineral Surface Rall Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems_ Elastoflex 56 G is for use as an alternate to Hot Asphalt applied "Cap 5heet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systems. Elastoflex 56 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRJ April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 5. L. MITATIONs: 5.1 This is a building code evaluation. Neither Trinity) ERD nor Robert Nieminen, F.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 uniess retained specifically for that purpose, 5_2 This Evaluation Report its not for use in the HVHZ. 53 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product, 5.4 Polyglass 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 Authority Having Jurisdiction fon approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC Evaluation Report P12060.02.09 -R23 Certificate of Autharizotion#9503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5254-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 4 of 14 TRINITY ERD 5.5 Allowable Roof Covers: 5.5.1 "Foam -an Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT COMBINATIONSI TABLE 1: ROOF COVER OPTIONS Florida Product Underlayments c I Underlayment r DAP Foam Touch 'n Seal StormBond Roof Wood Shakes FL14506 Polystick TU Plus, Polystick TU Max 1 Asphalt Shingles Nail -On Tile Foam -On Tile Metal Slate Elastobase FL6332 Yes Yes & Shingles Yes Base sheet in 2 -ply s { P y ys tem ) (®ase Sheet in 2-pSysystem} Yes Yes Yes Elastobase P yes Yes (Base sheet in 2 -ply system) Yes (Base Sheet in 2 -ply system) Yes Yes Yes Polyglass G2 BaseNo Yes Yes No No No (Base sheet in 2 -ply system) (Base Sheet in 2 -ply system) Polyglass APP Base No Yes Yes No No No (case sheet in 2 -ply system) (Base Sheet in. 2 -ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick IR -Xe Yes No No No Yes Yes Polystick 7U P Yes Yes Yes (See 5.5-1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 55.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes PolystickTi3ePro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU -X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR I Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See S.S.1) No Yes Yes Pnlyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.S-1) No Yes Yes Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) Yes Yes Yes (See 5.5.1) No Yes Yes 5.5.1 "Foam -an Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE 1A: ALLOWABLE TILE ADHESIVE/ UNDERLAYMENT COMBINATIONSI Adhesive Florida Product Underlayments Approval DAP Foam Touch 'n Seal StormBond Roof Tile Adhesive FL14506 Polystick TU Plus, Polystick TU Max Dow TileBond- FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives PolySW AH -16D FL6332 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyfiex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Muie-Hide SA -APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polysete RTA -1 FL6276 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max j Refer to Tile Manufacturer's orAdhesive Manufactures Florida Product Approvolfor Overturning Moment Resistance Performance. Exterior Research and Design, LLC_ Evaluation Report P12060.02.09 -R23 Certificate ofAuthod2otion #9903 6' EDITION (2017) rr-BC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570} 384-1230 Revision 23: 09/14/2017 Page 5 of 14 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: r New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Nate: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to: ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: ` ASTM 01289, Type II, Class 1 polyisocya n u rate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Eiastoflex S6 G FR in hot asphalt to: Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex 56 G or Elastoflex 56 G FR in hot asphalt to: r ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: i= Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. 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 April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. Exterior Research and Design, LLC, Evaluation Report P12060.02.09 -R23 Certificate of Autharization #9503 6' n EDITION ( 2017) FBC NON -H V H Z EVALUATION FL5254-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 6 of 14 TRINITY ERQ S.6-4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on file applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- 12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -90 osf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #2 Maximum Design Pressure =-97 5 nsf• Deck: Min_ 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 11" ring shank nails through 32 ga-, 1-5/8" diameter tin caps spaced 12 -inch o.c. #3 Maximum Design Pressure =-105 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB -3000 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12 -inch o.c. #4 Maximum Desian Pressure = -135 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4 -inch wide strips of Elastoflex SA -V over all plywood joints. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #5 Maximum Design Pressure = -315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #6 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure= -30.0 sf*: Deck: Min. 15/32 -inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Eiastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows- Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #8 Maximum Design Pressure = -37.5 13sf*: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga, x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows_ Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC. Evaluation Report 1312060.02-09-1123 Certiflcote gfAuthorizotion #9503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23.09/14/2017 Page 7 of 14 TRINrrYESQ #9 Maximum Design Pressure = -37.5 psf*: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet; One (1) or two (2) layers ASTM D226, Type ii felt Fasteners: 11 ga. x 1.25 -inch fongx 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 12 -inch o.c_ at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Efastoflex S6 G, applied in full mopping of hot asphalt. #10 Maximum Design Pressure = -45 psf*.- Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction,. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 4 -inch o.c. at the 2 -inch wide side laps and 4 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt. #11 Maximum Design Pressure = -45 psf*; Deck: Min. 19/32 -inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 9 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. #12 Maximum Design Pressure =-45 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MARX Cap Fasteners Spacing: 9 -inch o_c. at the 2 -inch wide side laps and 18 -inch o.c. attwo (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #13 Maximum Design Pressure =-52.5 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 12 -inch o.c, at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #14 Maximum Design Pressure = -52.5 psf: Deck: Min_ 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c_ at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #15 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c- at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #16 Maximum Design Pressure= -60 psf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga_ x 1.25 -inch long x 3/8 -Inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing; 8 -inch o.c_ at the 4 -inch wide side laps and 8 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied - Exterior Research and Design, LL[. Evaluation Report P12060.02.09 -R23 CertifiicateafAuthoriwtion #9503 6' EDITION (2017) FBC NDN-HVHZ EVALUATION Fi5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 8of14 TRiNITY ERa #17 Maximum Design Pressure= -60 sf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority HavingJurisdiction- BaseSheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12 -inch o.c. at the 4 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S5 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Design Pressure = -67.5 psf_ Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polygiass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 8 -inch o.c. at the 4 -inch wide side laps and 8 -inch o.c. at four (4) equally spaced staggered center rows- Underlayment: Elastoflex G TU or Elastoflex SG G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #19 Maximum Design Pressure= -75 psf: Deck: Min. 15/32 -Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied Underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MARX Cap Fasteners Spacing: 10 -inch o.c. at the 4 -inch wide side laps and 10 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch- appfied. #20 Maximum Design Pressure = -90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c- attwo (2) equally spaced staggered center rows- Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #21 Maximum Design Pressure = -90psf: Deck: Min. 15132 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners; OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #22 Maximum Design Pressure = -90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c, at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #23 Maximum Design Pressure=-90psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation PPates or Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c. at the 4 -inch wide side laps and 9 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastaflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. Exterior Research and Design, LK, Evaluation Report P12060.02.09 -R23 Certificate afAuthodratun »9503 6' EDITION (2017} F6C NQN-HVH2 EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 9 of 14 TRINI-rYERD 424 Maximum Design Pressure= -97.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule--Hide Nail Base (poly-film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c_ at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR), self-adhered. #25 Maximum Design Pressure = -105 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #26 Maximum Desi n Pressure = -120 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" hound Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #27 Maximum Design Pressure = -120 sf: Deck: Min_ 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HO with Trufast 3" Metal Insulation Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. 56.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5,6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30 -days after installation. Polystick IR -Xe or Polystick MU -X shall not be left exposed for longer than 90 -days after installation. Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 7.80 -days after installation. Polyflex SAP or SAP FR, or Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MLI -X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certrfrccte of Authorization #9503 6" EDfTION 12017] FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 10 of 14 Tl lN" ERQ 5.9 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 f04-12 When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles_ 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -bide Nail Base: ci.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -aide SA -APP Cap Sheet or SA -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex s6 G FR "in hot asphalt or Polyflex G or Polyflex 6 Fri, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1, 6.3.2 Tile Applications. Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TR1 April 2012 (04-12) Installation Manual. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate o/Authorization#9S03 6"EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 11 of 14 TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIREcr-DEeK TILE 1NsTALIAT1oNS underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10 -tile stack 7:12 Lugged 8 -tile stack (6 over 2) 6:12 Elastoflex S6 G or S6 G FR Polystick MTS Flat or Lugged Flat or Lugged 6 -tile stack (4 over 2) Prohibited without battens 4:12 N/A Polystick Tile Pro Polystick TU Max Polystick TU P Polystick TU Plus Polyflex G or G FR Flat or Lugged Flat 6 -tile stack (4 over 2) 6 -tile stack (4 over 2) or 10 -tile stack 7:12 7:12 Lugged 6 -tile stack (4 over 21 7:12 Lugged 10 -tile stack Flat 6 -tile stack (4 over 2) 6:12 6:12 Lugged 6 -tile stack (4 over 2) 1 Flat or Lugged 6 -tile stack (4 over 2) 4:12 7:12 Flat or Lugged 10 -tile stack Flat or Lugged 6 -tile stack (4 over 2) 6:12 4:12 Polyflex SA P or SA P FR Flat or Lugged 6 -tile stack (4 over 2) 4;12 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -bide Nail Base: ci.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -aide SA -APP Cap Sheet or SA -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex s6 G FR "in hot asphalt or Polyflex G or Polyflex 6 Fri, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1, 6.3.2 Tile Applications. Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TR1 April 2012 (04-12) Installation Manual. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate o/Authorization#9S03 6"EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 11 of 14 G.4 6.4.1 6.4.2 6.4.3 6.4.4 TRINITY ERD Polystick MTS, IR -Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU -X or Polyfiex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR). Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule - Hide Back Nailing Guide. Nails shall be corrasion resistant, 11 gauge ring -shank type with a minimum 1 -inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed. All seal -lap seams (selvage laps) must be == .tom firmly rolled with a minimum 28 ib, hand roller to ensure full contact and adhesion. , For Dual Pro and Tile Pro, align the edge of r the top sheet to the end of the glue pattern (the sheet will overlap the fabric). View of Ovelap Seam of Dual Pro and Tile Pro All over -fabric and over -granule end -laps shall have a 6 -inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick materiai of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40 -Ib weighted -roller or, on steep slopes, use of a stiff broom with approximately 40 -lbs of food applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 Ib roller) or small areas of the roof that are not accessible to a large roller or broom. Tile Applications not allowed for pot stick Dual Pro IR -Xe or Pal stick MU -X): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened the roofing over 2 -ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on the systems over Polystick MTS, battens are required for loading / staging of the tile. Two 2 Ply Underla ment Systems: Polystick MTS followed by Poiystick MTS, TU P, TU Plus, TU Max, Tile Pro, MU -X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2 -ply underlayment system is desired_ Exterior Research and Design, LLC. Evaluation Report P12060.02.69 -R23 CertlficateafAuthor;Zation #5503 6' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 3841230 Revision 23: 09/14/20_7 Page 12 of 14 6.5 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in the applications: Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D638% Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8 -inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). 6.6,2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.5. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8 -inch flow of modified compound beyond the lap edge. 6_7 Tile Staging, 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requirements for the staging. 6.7,2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate afAuthorization #9503 fi 1 EDITION 120171 FBC NON-HVHZ EVALUA'T'ION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 13 of 14 TRINITY ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. 9. Fernley, NV, Hazleton, PA & Winter Haven, FL Hazleton, PA Hazleton, PA & Winter Haven, FL Tuscaloosa, AL Winter Haven, FL ASTM D1970 Polystick MU -X nn -n s a-nnnn ASTM D1970 Polystick IR -Xe ASTM D1970 & TAS 103 Polystick TU Plus ASTM D1970 & TAS 103 ASTM D4601, Type II ASTM D226 (physicals) Polystick TU Max Polyglass G2 Base i Elastobase, Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970 &TAS 103 Polystick TU P FRSA/TRI April 2012 Polyflex SAP, Polyflex SA P FR A5 M D1970 Polystick Dual Pro ASTM D1970 &TAS 103 j Polystick Tile Pro ASTM D6164 Elastoflex 56, Elastoflex S6 G FR ASTM D6222 Polyflex G, Polyflex G FR QUALITY ASSURANCE ENTITY: UL, LLC --QUA9625; (314) 575-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Reseerch and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate ofAuthorizotion #19503 6" EDMON MON (2017) FBC NPN-HVFIZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 2109/14/2017 Page 14 of 14 Florida Building Code Online Business & Professional Regulation act$ Home Lag in User Registration HOt TORies Suhmit Surcharge Stats & Facts drN _ '1Approval -USER' Public User Praduct Aoaraval Renu > Product or Aa L "On arch > Agolication List > Application Detail FL # FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Page 1 of 2 } PuhlicaVom FBCStaff ECi5 Srte Map L. iizk5 • earcli Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext 242 ja kins@ polyglass.com Authorized Signature lames Akins jakins@polyglass.com Technical Representative Maury Alpert Address/Phone/Email I III W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAIpert@polyglass. com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Dhve Deerfield Beach, FL 33442 (954) 233-1230 ALender@poiyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation ReperL 2009 Florida License PE -59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W. Knezevich, PF TAS 103 V Validation Checklist - Hardcopy Received Certificate of Independence FL 259 R27 COI 2017 01 COI lteminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 2000 https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 1/3/2018 -+a+-_ _1811.u1.r1 %_VLLG llluffle UL 1897 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/14/7017 Date Validated 09/15/2017 Date Pending FBC Approval 09/18/2017 Date Approved 12/12/2017 FL It Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/ -622.5 Other: 1.) The design pressure in this application relates to one particular underlayment system (over concrete deck) for use under foam -on the systems (where the underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. Page 2 of 2 2012 Installation Instructions FL5259 R27 II 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS EL5259- R27.Ddf Verified By: Robert Niemsnen PE -59166 Created by Independent Third Party: Yes Evaluation Reports E=5259 R27 AE 2017 09 FINAL ER POLY LASS UNDERLAYMENT" FL5259 R27.Ddf Created by Independent Third Party: Yes Back Next contact Us :: 2501151air Stone Road, Tallahassee FL 32394 Phone: 850-487-1§2 The State or Acrida is an AA/EEO employer. GOovrinht 2007-2013 State of Florida :: Privdcv Statement ;; Arcpssihility+Statement :: Refund Statement Under Flonda taw, email addresses are public records. If you do not want your a -mail address released in response to a public -records request, do not sero electronic mail to this entity. Instead, contact the office by phone or by traditional mail, If you have any questions, please contact 850.487.1395. *Pursuant to Section 455.275(1), Ronda Statutes, effective October 1, 2012, licensees Lensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The ernails provided may he used for official choiomvnicatwn with the licensee. However email addresses are public record. It you do not wish to supply a personal address, please provide the Depe =ent with an email address which can be made avallable to the pubic. To determine if you are a licensee uncler Chapter 455, F,S., ptease dick here . Product Approval Accepts: MW W Credit■ Safe securitenti-,� ritics https://www.floridabuilding.org/pr/pTl_app dtl.aspx?param=wGEVXQwtDgvbS-AaZp3Crk I/3I2018 EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 (570) 384-1230 EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorizotion #9503 353 CHRISTIAN STREET, UNIT #13 OXFORD, CT 06478 (203)262-9245 Evaluation Report P12060.02.09 -R23 FL5259-R27 Date of Issuance: 02/21/2009 Revision 23: 09/14/2017 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 Code, Residential Volume, The products described herein have been evaluated for compliance with the 61" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E- if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall he 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 14. Prepared by: ' ET Robert J.M. Nieminen, P.E. The facsimile seal appearing was authorized by Robert Nieminen, Florida Registrotion No. 59166, Florida DCA ANE1983 P.E. on 09/14/2017_ This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity) ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2_ Trinity 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 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 Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY ERD ROOFING, COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 5th Edition (2014) 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 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.311507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9-2 Physical Properties ASTM D1970 2015 1507-3.3 Physical Properties FRSA/TRI April 2012 2012 1507-11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Phys#cal Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Enifty Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PR101111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 58781 PhVsical Properties PUSA-083-02-01 04/14/2008 PRi (TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 IVITI (TST 2508) Physical Properties ]X20H7A 04101/2008 MITI (TST 2508) Physical Properties RX14E8A 01/29/2009 ERD (TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01.-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540 -11.09-R1 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 60491 Wind Uplift P11030.11-09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design, LLC. Evaluation Report P12060.02.04 -R23 Certificate of Authorization #9503 6' EDIT ION (2017) FRC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 2of14 4.. T1'' I I 1 1 . ERD EnLlly Examination Reference Hate ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TST 6049) ERD (TST 5049) Physical Properties 041420-09.12-3 09/11/2012 ERD (TST 6049} Wind Uplift Physical Properties P39680.03.13 P45370.04.13 03/04/2013 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02.07 -R2 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P117S1.05.D3-Rl 11/26/2013 ERD (TST 6049) Wind Uplift P11781.11.03 -R1 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.0714-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties. P44360.10.14 10/07/2014 ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERR (TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD (TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD (TST 6049) Wind Uplift PLYG-5012025.10.16 1D/12/2016 ERD (TST 6049) Physical Properties PLYG-5013040.12-16 12/27/2016 ERD (TST 6049) Physical Properties PLYG-SC11900.03.1.7 03/10/2017 ERD (TST 6049) Physical Properties PLYG-5012115.08.17 08/08/2017 [CC -ES (EVL 2396) IBC Compliance ESR -1697 11/01/2014 Miami -Dade (CER 15921 HVHZ Compliance NDA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) Quality Control Service Confirmation Exp -10/05/2018 PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass RPP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103- 4.2.2 Polystick IR -Xe is a nominal 60 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU Pius is a nominal 80 -mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Authorizorion 1f9503 6' EDITION {2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/2017 Page 3 of 14 TRINITY. ERD 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FIR, Mule-Hide SA-APP Gap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Prop" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.8 Polystick Tile Pro'" is a nominal 60-mil thick dual --layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyesterfabricsurface; meets ASTM 01970 and TAS 103- 4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM 01970 (See Section 5.8). 4,3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex 56 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. Elastoflex 56 G is for use as an alternate to Hot Asphalt applied "Cap Sheet' in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, ARP modified bitumen cap sheets; meet ASTM ]76222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. S. 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 HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass 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 Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design, LLC. Fvaivation Report P12060.02.09 -R23 CertifitcnteofAuthortzatron #9503 Ery" EDITION (2017; FCC fJON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments; (570) 384.1230 Revision 23:09114/2017 Page 4 of 14 TRINITY ERD 5.5 Allowable Roof Covers: 5.5.1 "l=oam -on Tile" is limited to use of the following Approved tile adhesives / underlayment combinations_ TABLE 1A. ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS" TABLE 1: ROOF COVER OPTIONS Florida Product Underlayments Underlayment Asphalt Shingles Nail -On Tile Foam -on Tele Meta( Wood Shakes Slate Polystick TU Plus, Polystick TU Max Dow TileBond'" FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro & Shingles Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, rEI.Zba,e: Yes Yes Yes Yes Yes Yes Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, (Base Sheet in 2 -ply system) (ease sheet in 2-p1y system) Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2 -ply system) (Base Sheet in 2 -ply system) Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2 -ply system) (Base Sheet in 2 -ply system) Polyglass APP Base No Yes Yes No No No (Base sheet in 2 -ply system) (Base Sheet in 2 -ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick IR -Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Falyst ck TU Plus Yes Yes Yes {See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No I Polystick dual Pro Yes No Na Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5-5.1) Yes Yes Yes Polystick MU -X i Yes No No Yes Yes Yes riastoflex 56 G j Yes Yes Yes (See 5.5.1) No Yes Yes E(astoflex S6 G FR j Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5-1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyplax SAF or SAP FR Yes Yes Yes (See 5.5.1} No Yes Yes Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) Yes Yes Yes (See S -S.1) No Yes Yes 5.5.1 "l=oam -on Tile" is limited to use of the following Approved tile adhesives / underlayment combinations_ TABLE 1A. ALLOWABLE TILE ADHESIVE / UNDERLAYMENT COMBINATIONS" Adhesive Florida Product Underlayments Approval DAP Foam Touch 'n Seal Storm Bond Roof Tile Adhesive FL14506 Polystick TU Plus, Polystick TU Max Dow TileBond'" FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset- AH -160 FL6332 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset" RTA -1 FL6276 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA -APP Cap Sheet or Mule -Hide SA -APP Cap Sheet (FR) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max I Refer to Tile Manufacturers or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance performance. Exterior Research and Design, LLC. Fvaivat)on Report P12060.02.09 -R23 CertiFmte ofAuthnrizotion #9503 6'' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 5 of 14 TRINITY ' ERa 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) self -adhered to: r ASTM 01289, Type Ii, Class 1 polyisocyanurate or Type V polyisocya n u rate -composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: Y Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board - For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base La er: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA -APP Cap Sheet or SA -AFP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: r' ASTM D226, Type 1 or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: - ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: r Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base_ 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 April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. Exterior Research and Design, LLC. Evaluation Report P12060A2.09-1123 Certificate ofAuthorizotion #9503 6' EDMON (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 03/14/20].7 Page 6 of 14 TRINITY ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSAITRI April 2012 (04-12) does 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 underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.:9 has already been applied). Refer to FRSA/TRl April 2012 (04- 12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure = -90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #2 Maximum Design Pressure = -97.5 psf: Deck: Min_ 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction, Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APR Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1'/<" ring shank nails through 32 ga., 1-5/8" diametertin caps spaced 12 -inch o.c. #3 Maximum Design Pressure= -105 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction_ Primer: W8-3000 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Poly -flex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered and hack -nailed within the selvedge -edge side laps using 12 ga. x 1/" ring shank nails through 32 ga_, 1-5/8" diameter tin caps spaced 12 -inch o.c. #4 Maximum Design Pressure = -135 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction_ Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4 -inch wide strips of Elastoflex SA -V over all plywood joints. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self adhered. #5 Maximum Design Pressure = -315 sf: Deck; Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #6 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction_ Primer: PG1iD0 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure =-30.0 psf*: Deck: Min. 15/32 -inch NDSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: E)astobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #8 Maximum Design Pressure = -37.5 sf*: Deck: Min. 1S/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25 -inch long x 1 -inch head diameter round metal cap nails Spacing: 6 -inch o.c. atthe 3 -inch wide side laps and 6 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Ptus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate afAuthorfration #9503 6`" EDITION (2017) FBC NON-HVHZ EVALUATION FI5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 7 of 14 TRINITY ERD #9 Maximum Design Pressure = -37.5 nsf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. #10 Maximum Design Pressure = -45 sf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type li felt Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule-Hide 5A-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR), self-adhered or Elastoflex G TU, applied in full mopping of hot asphalt. 411 Maximum Design Pressure = -45 sf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1-25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c_ at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Poiyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR), self-adhered or Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. #12 Maximum Design Pressure = -45 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap) Fasteners: Simpiex MAXX Cap Fasteners Spacing: 9 -inch o.c. at the 2 -inch wide side laps and 18 -inch o.c. attwo (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #13 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9 -inch o.c, at the 2 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #14 Maximum Design Pressure =-52.5 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film torr surface) Fasteners: Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #15 Maximum Design Pressure =-52.5 nsf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners. Simplex Original Cap Nails Spacing: 6 -inch o.c. at the 3 -inch wide side laps and 6 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Poiyflex G, torch -applied. #16 Maximum Design Pressure= -60 sf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt ortorch-applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 8 -inch o.c. at the 4 -inch wide side laps and 8 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, LLC, Evaluation Report P12060.02.09-1323 Certificate of Ruthor ratian #9503 6' EDITION J2017) FEC NON -H VHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 8 of 14 TRINITY ! ER® #17 Maximum Design Pressure = -60 psf: Deck: Min_ 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12 -inch o.c. at the 4 -inch wide side laps and 12 -inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 418 Maximum Desi n Pressure= -67.5 13sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25 -inch long x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 8 -inch o.c. at the 4 -inch wide side laps and 8 -inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #19 Maximum Design Pressure = -75 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Po€yglass APP Base {requires use of torch -applied underlaymentJ Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, CMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10 -inch o.c. at the 4 -inch wide side laps and 10 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #20 Maximum Design Pressure = -90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -'inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastaflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #21 Maximum Design Pressure = -90 sf: Deck: Min. 15/32 -inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or CMG Flat Bottom Metal Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c_ at three (3) equally spaced staggered center rows, Underlayment: Elastoflex G Tl} or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #22 Maximum Design Pressure = -90 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6 -inch a.c. at the 4 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #23 Maximum Design Pressure = -90 psf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch-opplied Underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, CMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3 -inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9 -inch o_c_ at the 4 -inch wide side laps and 9 --inch o.c. at four (4) equally spaced staggered center rows- Underlayment Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. Exterior Research and Design, U.C. Evaluation Report P12060.02.09 -R23 Certifecote of Aothorizadaan 3503 6' EDITION (20171 FI3C NDN-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14/20.17 Page 9of14 TRINITY ERD 924 Maximum Design Pressure = -97.5 sf: Deck: Min. 19/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga- x 1.25 -inch x 3/8 -inch head diameter annular ring shank roofing nails at 1 -5/8 -inch diameter tin caps Spacing: 4 -inch o,c- at the 4 -inch wide side laps and 4 -inch c.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA -APP Cap Sheet and Mule -Hide SA -APP Cap Sheet (FR), self -adhered. #25 Maximum Design Pressure = -105 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MARX Cap Fasteners Spacing: 6 -inch o.c. at the 2 -inch wide side laps and 6 -inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #26 Maximum Design Pressure = -120 sf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6 -inch o.c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #27 Maximum Design Pressure = -220 nsf: Deck: Min. 15/32 -inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Eiastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6 -inch o_c. at the 4 -inch wide side laps and 6 -inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5-6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (04-12), Appendix A, Table 1A_ Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30 -days after installation. Polystick IR -Xe or Polystick MU -X shall not be left exposed for longer than 90 -days after installation. Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180 -days after installation. Polyflex SAP or SAP FR, or Mule -Hide SA -APP Cap Sheet or SA -APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex 56 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Poly -flex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU -X has been found through comparative testing to have a lesser coefficient of friction than ASTM 0226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance. Exterior Research and Design, LLC Evaluation Report P12060.02.09 -R23 Certificate ofAuthorizotion #.9503 6" EDITION (2017) FBC F40N-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (5701394-1230 Revision 23: 09/14/2017 Page 10 of 14 TRINITY ERD 5.9 Tile Slippage Limitations TAS 1.03 ger FRSA TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck the assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during Inarlina of the rnnf tilr.c 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section S herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 forthe type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA -APP Cap Sheet or 5A -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1- 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual, Exterior Research and Design, LLC. Fvaluation Report P12060.02.09-1323 Certificote ofAuthorizotion 49503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 354-1230 Revision 23: 09/14/2017 Page 11 of 14 TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope i Elastoflex G TU Flat 10 -tile stack 7:12 Lugged 8 -tile stack (6 over 2) 6:12 Elastoflex S6 G or S6 G FR Polystick MTS Polystick Tile Pro Fiat or Lugged Flat or Lugged Flat or Lugged 6 -tile stack (4 over 2) Prohibited without battens 6 -tile stack (4 over 2) 4:12 N/A 7;12 Polystick TU Max Flat 6 -tile stack (4 over 2) or 10 -tile stack 7:12 Lugged 6 -tile stack (4 over 2) 7:12 Lugged 10 -tile stack 6:12 Polystick TU P Flat 6 -tile stack (4 over 2) 6:12 Lugged 6 -tile stark (4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6 -tile stack (4 over 2) 7:12 Flat or Lugged 10 -tile stack 6:12 Polyflex G orGFR Polyflex 5A P or 5A P FR Flat or Lugged Flat or Lugged 6 -tile stack (4 over 2) 6 -tile stack (4 over 2) 4:12 4.12 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section S herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 forthe type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA -APP Cap Sheet or 5A -APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1- 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual, Exterior Research and Design, LLC. Fvaluation Report P12060.02.09-1323 Certificote ofAuthorizotion 49503 6" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 354-1230 Revision 23: 09/14/2017 Page 11 of 14 RIN1 ERR 6.4 Polystick MTS, IR-Xe, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or MU-X or Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet (FR): 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1.507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers: Ail self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back-nailed in selvage edge seam in accordance with Polyglass / Mule- Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail, at a minimum rate of 12" o_c_ Polystick TU Plus should be back-nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back-nailed. All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 Ib. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). ~ e View of Ovelap Sears of Dual Pro and Tile Pro All over -fabric and over granule end -laps shall have a 6 -inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40 -Ib weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-1b5 of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 Ib roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications fnot allowed for Polystick Dual Pra lR-X2 or Polystick MU X1: Reference is made to FRSA/TRI April 2012 (04-12) installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2 -ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. For nail -on the systems over Polystick MTS, battens are required for loading / staging of the tile. 6.4.4 Two (2) Ply Underlayment Systems: Polystick MTS followed by Polystick MTS, TU P, TU Plus, TU Max, Tile Pro, MU -X or Polyflex SAP its allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2 -ply underlayment system is desired. Exterior Research and Design, LLC. Evaluation Report P12060.02.09 -R23 Certificate of Authorization #9503 6r" EDITION (2017) FBC NDN-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23:09/14120!7 Page 12 of 14 TRINITYERD 6.5 Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRl April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened the roof systems or the Hot Asphalt applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8 -inch beyond the lap edge. 6,6 Polyflex G or Polyflex G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). 6-6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3 -inch and end -laps minimum 6 -inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8 -inch flow of modified compound beyond the lap edge. b=7 Tile Staaina: 6.7.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the the manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, LLC. Evaluation Report P12060.D2.09-R23 Certifcote ofAuthorizotion #9503 6"° EDITION (2i}17) FBC NON-HVHZ EVALUATM FL5254-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23.09/14/2017 Page 13 of 14 7. 8. 9. BUILDING PERMIT REQUIREMENTS: TRIM-ry ERQ As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING (PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G217-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Fernley, NV, Hazleton, PA & Winter Hazleton, PA Hazleton, PA & Winter Haven, FL Tuscaloosa, AL WN nter Haven, FL FL ASTM D1970 M -D 13-0004 ASTM D1970 ASTM D1970 & TA5103 ASTM D1970 & TAS 303 ASTM D4601, Type Il ASTM D226 (physicals) ASTM D6509 TAS 103 RASTMD6222 0 & TAE10-1 pril 2010 & TAS 4 QUALITY ASSURANCE ENTITY: UL, LLC --QUA9625; (314) 578-3406; k.chancellor@us.ul.com Nolystick MU -X Elastoflex G TU Polystick lR-Xe Polystick TU Plus Polystick TU Max Polyglass G2 Base Elastobase, Elastobase P Polyglass APP Base Polystick MTS PGlystick TU P Polyflex SAP, Polyflex SA P FR Polystick Dual Pro Polystick Tile Pro Elastoflex 56, Elastoflex S6 G FR Polyflex G, Polyflex G FR -- END OF EVALUATION REPORT - Exterior Research and Design, UC. Certificate ofAutharization#9503 6n' EDITION (2017) FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09 -R23 Polyglass Roof Underlayments; (570) 384-1230 F15259 -R27 Revision 23; 09/14/2017 Page 14 of 14