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HomeMy WebLinkAboutBUIDLING PERMIT NOTICE OF COMMENCEMENT Permit No. Tax Folio No. Wy2,- 752�g -C7002- - !Qe)0-� State of Florida County of St.Lucie '61 el, 200 / 2-2I 7 T- S� ,/r 2 UO3 The undersigned hereby gives notice that improvement will be made to certain real property,and in accordance with Chapter 713,Florida Statutes, the following information is provided in this Notice of Commencement. Legal Description of Property:(and street address if available): L,' v nG C' --, fL /Le2/a k 131kS7 e General description of improvement: REROOF Owner infor ation or Lessee information if the Lessee contracted for the improvement: U Name Cr /11 9 i /i ~ U Address Roo T'' -,c- AS2- Interest in property: OWNER Name and address of fee simple titleholder(if different from Owner listed above): Z 0o. o° F NLL ❑ O a,ao Contractor's Name: Treasure Coast Roofing w Contractor Address: 18'6 SW BILTMORE PSL,FL 34984 Phone Number: 772-370-9770 tt w Z qn �0ra 0 Surety(if applicable,a copy of the payment bond is attached):Amount of bond:$ 9 L) c Name and address: Phone number: 2:o 0 Lender Name: Phone Number: a W m o Lender's address: to LL o Er 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 of to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b),Florida Statutes. Phone number of person or entity designated by owner: Expiration date of notice of commencement: (the expiration date may not be before the completion of construction and final payment to the contractor,but will be 1 year from the date of recording unless a different date is specified) WARNING TO OWNER:ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713,PART I,SECTION 713.13,FLORIDA STATUTES,AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTSTO YOUR PROPERTY.A NOTICE OF COMMENCEMENT MIDST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION.IFYOU INTEND TO OBTAIN FINANCING,CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. Under pens of perjury,I declare that I have rea he foregoing notice of commencement and that the facts stated therein are true to the best of my.ki'owledg and belief Jti %3: ignature of ner or Lessee,o Owner's or Lessee's Authorized Officer/Director/Partner/Manager ,`kiP�� s (Signatory's Title/ e) Ali The f egging i s m n was acknowledged before me thin 1�f�d/�ay of 20�� By.. as jdll -"l-- for Nam o r Type of authority(e.g.officer,trustee) Party on behalf of whom instrumentwas executed Personally known_or produced Identification. (Signature ublic-State of Florida) (Print,TyprNr Stamp Commissioned Name of Notary Public) Type of Identification produced ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: 212116 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: 8016 LONG DRIVE Legal Description: LINKS AT SAVANNA CLUB FIRST REPLAT BLK 37 LOT1 Property Tax ID #: 3425-708-0002-000-1 Lot No.1 Site Plan Name: Block No. 37 Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: TEAR OFF EXISTING ROOF INSTALL PEEL N STICK UNDERLAYMENT AND TAMKO SHINGLES. ROOF 1S 3112 PITCH CONSTRUCTION INFORMATION: A itiona wor to e er orme un er t is permit—c ec a app y: ❑HVAC E]Gas Tank Gas Piping Shutters Q Windows/Doors Electric 0 Plumbing Sprinklers Generator Lr l 'Roof Total Sq. Ft of Construction: 1800 S . Ft. of First Floor: Cost of Construction:$ 6,000.00 Utilities:Sewer Septic Building Height: 1 OWNERAESSEE: CONTRACTOR: Name PAUL HILKO Name: BR1AN J MALONEY Address:8016 LONG DRIVE Company: TREASURE COAST ROOFING City: FORT PIERCE State:FL Address: 1816 SW BILTMORE Zip Code: 34952 Fax:N/A City: PORT ST LUCIE State:FL Phone No. r Zip Code: 34984 Fax: 772-343-8358 E-Mail:NIA Phone No. 772-370-9770 Fill in fee simple Title Holder on next page (if different E-Mail: TCROOFINGLLC@GMAIL.COM from the Owner listed above) State or County License: CCC1330653 if value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone: Zip: Phone- FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize 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 commencin wor or rre'c}ordin our Notice of Commencement. s Signature of Owner/L e/Ag nt signature of Contra cto nse Hold 3r % STATE OF FLORIDA STATE OF FLORIDA COUNTY OF sT LUciE COUNTY OF sT LUCIE The f ing instrur t was acknowledgedAefore me The forgoing instrume t as acknowledged before me this day of 20 Lby this_a day of ZO f�by BRIAN J MALONEY BRIAN J MALONEY" (Name of persop'ac o edging} (Name of person aclu'o y d g} a (Signatu o o r ublic-State of Florida} (Signature of u "c-State of Florida } Personally Known x OR Produced Identification Personally Known x OR Produced Identification Type of Identification Produced Type of Identification Produced Commission No. (Sea]}}.,o Commission No. (Seal) h ♦ !11 4 _ �g Devised 07/15/2014 7�. Asa •' r. '^° REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS ProfessionalBusiness & Regullation gnaw,IN= BOS Home Log in User Registration Het Topics i SubfWt Surcharge Stats&Facts Publications FBC Staff @CIS Site Map links Search � ///��'"""```��� Product Approval d' I ,ids rra' )USER:Public User . P duct Aporovai Menu>Praduct or Anp€iratiou Search>Application LKt>Application Uetail FL# FL18355-112 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kerri_eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R2 COI TBP15001 2 FBC 2014 Product Evaluation Report Shinoles.odf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method i Option D Date Submitted 12/16/2015 Date Validated 12/18/2015 Date Pending FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised 05/09/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage, Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL183S5 'R2 Il TBP15001.2 FBC 2014 Product Evaluation Approved for use outside HVHZ:Yes Repor�5hino€es.pdf Impact Resistant: N/A Verified By:Zachary R. Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes Other:See evaluation report for limits of use. Evaluation Reports FLIB355 R2 AE TBP15001.2,FBC_2014 Product Evaluation Report Shina$es.vdf Created by Independent Third Party:Yes Back hiax Contact Us:;7601 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/Ei-0 employer.Coovnoht 2007-2013 State of Florida.::Privacy Statement::Accessihility Statement::Refund Statement Under Florida law,email addresses are public records.if you do net want your e-mail address released in response to a pubiic-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 455.775 (1),Florida Statutes,effective October 1,2022,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please dick dig etv. Product Approval Accepts: RM rl Credit Card Safe Certificate of Authorization Na,19824 C'fWw R M Of Ew- K17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14, 2015 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: 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 101) 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(TS T 5878) TAP-280-02-01 TAS 100 1995 PRt 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-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2009 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 1 OCA50498 ASTM D 3462 2009 UL LLC(TST9628) 10CA64882 ASTM D 3161 2009 UL LLC(TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24561 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Pagel of 11 This evaluation report is provided for State of Florida product approval under Rule 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 CREEKAsphalt Shingles TECHNICAL SERVtcEs. LLC PRODUCT DESCRIPTION Elite G1assSeal® 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) HeritageO 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(D 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 7156, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Woodgate 12" x 36-3f8", ASTM D 3161, Class F fiberglass reinforced, laminated architectura€ (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_ Mintage@ 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. T6P15001.2 FL18355-R2 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. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES. LLG INSTALLATION Elite Glass-Seat@ Basic Wind Speed(V it): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vasd): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FSC 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.OSS existing construction. Llndedayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-118 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Nan-HVHZ): Installed with 5-118-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. NAILS -a r Nailing -__---. .... -....... — ------. - 65--M -- _ - _. ------- _.._.. ..---------------- Area 5-1181, Bola Edge Figure 1. Elite Glass-Seal & Glass-Seal 4 Nail Pattern (Non-HVHZ only) NAILS Nailing . Area - ---- T 5-"Ifi3" Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TSP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify GREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. �" TAMKO BUILDING PPODUCTS j®, Asphalt Shingles TECHNICAL SERVICES, LLC Heritage@ Basic Wind Speed(V u): Max. 194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vaud): Max_ 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage@ Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg &Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage@ Woodgate new construction; Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-5/8 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-5/8 in, exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZON E COMMON BOND -11$" EXPOSU RE 5-6/8" 11L �--- 12-112"-- - 12-318" - - 12-112' 1 , Figure 3. Heritage@, Heritage@ Premium, and Heritage@ Woodgate (Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND 6-1l81,LD V F1 EXPOSURE 5-5/8" -112'4 --f-112"-►4- i a" -7-1f2-+► —7-1/2� f•f �, Figure 4. Heritage@& Heritage®Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page 4 of 11 TKs evaluation report is provided for State of Florida product approval under Mule 61 G20-3_ The manufacturer shall notify CREEK Technical Services.LLC of any product changes or quality assurance changes throughout the duration for which this report is valid, This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LLC NAIL ZONE/ ASTENERS COMMON SOND E-118" EXPOSURE 5 5l8" ° -7-t12=r -7-i12' 7�3d8'=► 7.1/2 1+7-1/2 �-v Figure 5. Heritage@ Woodgate ii 6 hail Pattern i ' 1 ASTENI RS fl Common Bond A N It]O V w 39-3/8° Figure 6. Heritage@, Heritage@ Premium, & Heritage@ Woodgate Alternate 6 bail Pattern PAI NT LINE 7-718" ----- - -- - -- - —_- -- - - -- --- -NAIL ZONE 6-118" _EDGE OF y COMMON AL rIF BOND EXPOSURE 6-518" ACCEPTABLE "FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF -- - --- - COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage@(Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CRFFK Technicat Services,LLC of any product changes of 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. TAtviKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL,SERvt'GES. LLC Heritage@ Premium Basic Wind Speed(V"I): Max. 194 mph (Frederick) Basic Wind Speed(Vlsd): 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 woad plank for new construction; Min.7116 in.0S8 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): 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 (loon-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONEI FASTENERS COMMON BOND 112 IXPOSURE 5" II Il 1211 11"---1 �-1[I Figure 8. HeritageCQ Premium ('Frederick) 4 Nail Pattern (non-HVHZ only) NAILZONEI FASTENERS COMMON BOND 5112" EXPt}SURE 5" 7 AT F'lli"gJur-el_9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 6 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify 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. TAMKC1 BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage®Woodgate Basic Wind Speed (V„,,): Max. 194 mph (Frederick) Basic Wind Speed(V.d): Max. 150 mph Deck(Non-HVHZ): in accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction; Min. 7116 in.OSB existing construction. 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 (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. MAIL ZONEi FA51'ENERS N4 cOMhiC7N BONG R /T EXPOSURE 6' 11" --► ---12-3/8" 11'- —r k--1„ Figure 10. Heritage®Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) (JAIL 2ON E/ COMMON BOND FASTENERS 5-1IZs' EEXORE 5" 1"— 9-112" 9 1P"- i-3'+►F 9-1121,—►I �-1'E Figure 11. Heritagefl Woodgate(Frederick) 6 Nail Pattern TSP15001.2 FL18355-R2 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. CREEKTAv1Ko BUILDING PRODUCTS Asphalt Shingles TECHNICAL SE:RVICES, LLC Heritage@ Vintage@ Basic Wind Speed(Vuk): 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. 15/32 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.7/16 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): 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 (Nan-HVHZ): installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. 4U' s Tmt. L* i - N�tr_T, E., Fxtenrs PYyil OTE' 17-1P-" 11--l Figure 12. Heritage@ Vintage@ 5 Nail Pattern (non-HVHZ only) R � � 1 Match faQ.,.a �werr i 6' I�'etK6 Nag 17 t/2` B�curo } tli o• UAW — ---76li716" Figure 13. Heritage@ Vintage 6 Nail 'Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid_ This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. MCREEK TAdvIKO BUILDINGPRODUCTS Asphalt Shingles TECHNICAL SERVICES,LLC Hip&Ridge Basic Wind Speed(Vdi): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(V,,Sd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in_ plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Nan-HVHZ): in accordance with FBC requirements; Solidly sheathed min. 15/32 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 5-1/8 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 -1/S" exposure here-- I II 1 i Srt ta,Figure 1 her a-1!$"exposure V lit NIB Fastener Fastener Figure 2 Figure 3 �va Figure 14. Hip &Ridge(Frederick&Joplin) TBP15001.2 FL18355-R2 Page 9 of 11 This evaluation report is provided for Stake of Florida product approval under Rule 61G20-3. The manufacturer shall no iiy CRFF-K Technical Services,LLG 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 Asphalt Shingles ECREEK TEr—HNtcAL SF-RVtCF-5,LLC Vintage@ Hip&Ridge Basic Wind Speed(V„i,): Max. 194 mph (Phillipsburg) Basic Wind Speed(V.�,,)_ Max. 150 mph Deck(HVHZ): In accordance with FBC requirements;. Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 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 v0th FBC requirements. Installation: instatted with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction prevailing wind here " exposure 4 II Start here �� exposure Figure 1 1" Fastener Fastener r '-5-1/2" r L5-112„ Figure 2 1/4 Figure 3 Figure 15. Vintage®Hip &Fridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 C20-3. 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 specifiicatly addressed herein. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHre6CAt..SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) Ali 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 5 'Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. n 2015.12.14 No 74021 (`� 13:44:19 = -05'00' 13 STATE QF .'14 :0 D P,.•� �� Zachary R.Priest,P.E. OR 1 Florida Registration No.74021 1111,0 N A >>; Organization No_ANE9641 fill I ,; CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing,products under this evaluation. Zachary R_Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END OF REPORT TBP15001.2 FL18355-R2 Page 11 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3_ 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. Business Professional Regulation i SCIS Home Lag In User Registration Hat Topics Submit surcharge Stars&Fans FuWlcations FBC Star' BCiS Site Map Links Search b d ' r ` Product Approval USER:Public User FrWu,1 Aaaroyal Menu_ a PrWact or Aizoiicalier,Search Apaf£cation Lis:>Application Detail a FL tr FL18355-R2 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerri_eden@tamko.com Authorized Signature Kerri Eden kern eden@tamko.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed Zachary R.Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 01/07/2019 Validated By Locke Bowden Validation Checklist-Hardcopy Received Certificate of Independence FL18355 R2 COI TBP15001.2 FBC 2014 Product Evaluation Report Shingies.Ddf Referenced Standard and Year(of Standard) Standard Year ASTM D 3161 2009 ASTM D 3462 2009 ASTMD D 7158 2008 TAS 100 1995 Equivalence of product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D Hate Submitted 12/16/2015 Date Validated 12/19/2015 Date Pending FBC Approval 12/14/2015 Date Approved 02110/2016 Date Revised 05/09/2017 Summary of Products FL# Model,Number or Name Description 18355.1 Glass-Seal,Elite Glass-Seal, ASTM D 3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage, Hip and Ridge,and Vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL18355 R2 Il TBP15001 2 Fad'2014 Product EvaluddOn Approved for use outside HVHZ:Yes ReDort Shinoles.odf Impact Resistant:N/A Verified ay: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 FLIB355 R2 AF TBP15001.2 FBC 2014 Product Evaluation Report Shingles.Ddl Created by Independent Third Party:Yes Stack '.h1z Contact Us%260E Blair stone Road Tallahassee FL 32399 Phone:850-487-18Z4 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Pjvacv Statement:.Accessibility Statement::Rerund Statement Under Florida law,email addresses art public records..If you do net want your e-mail address released in rasponse to a public-records request,On 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 Ocmher 1,2012,licensees Ucensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for afficial communication with the licensee.However email addresses are public record.Ir you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.s.,please click hem. Product Approval Accepts: eC c� M Credit Card Safe Certificate of Authorizotiorl No.29824 K917520 Edinburgh Dr !!!� Tampa, FL 33647 TECHNICA.L F (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14,2©15 220 West4`"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 Cade Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entitv 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) TAR-114-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAPA 17-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1925 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)e1 PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2009 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 10CA50498 ASTM D 3462 2D09 UL LLC(TST9628) 1 OCA64882 ASTM D 3161 2009 UL LLC(TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)e1 UL LLC(TST9628) 4787043752 ASTM D 3161 2009 UL LLC(TST9628) 4787148748 ASTM 0 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. CREEKTAaMKO BUILDING PRODUCTS Asphalt Shingles a 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 12-1/4" x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingie with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462, Glass-Seat 12-V4"x 36",ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1/4" x 39-318", 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) 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@ 17-1/2"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@ WVoodgate 13-114" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®R WWoodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granutes complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-1/4" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage)Flip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 611320-3_ 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 � CREEKAsphalt Shingles TIwcF LAICAL SERVICES,LLC INSTALLATION Elite Glass-Seal@ Basic Wind Speed(V ji): Max. 194 mph (Frederick, Joplin& Basic Wind Speed(Vasd)- Max. 150 mph Tuscaloosa) Deck(HVHZ): in accordance with FBC requirements: & Solidly sheathed min. 19/32 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.QSS existing construction. Undertayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturers published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or`6 Nail Pattern"detailed below. NAILS 1❑ / �n r / Nailing - -----.-.-_._-- ..._......' - - - fr71 � Area -----.-. BW Edge Figure 1. Elite Glass-Seal & Glass-Seal 4 Mail Pattern (Non-HVHZ only) NAILS • iCd-7IOSI Sl�ln� �. — _�.-....i...-----.....__...... � — .-...__.__.____..... ----_-.__--.._f______A_..________--.---.. .... Arty -1lS„ Butt Edge Figure 2. Elite Glass-Seal&Glass-Seal B Nail Pattern TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein, TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL..SERVICES,LLC Heritage@ Basic Wind Speed(Vuel): Max. 194 mph (Dallas, Frederick,Joplin, Basic Wind Speed (Va,d): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage@ Premium new construction; Min. 15132 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed shin. 15132 in. plywood or wood plank for Heritage@ Woodgate new construction; Min. 7116 in.OSB existing construction. (Dallas&Frederick) Underlayment: in accordance with FBC requirements. Min.stope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): installed with 5-518 in, exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using `°6 Nail Pattern" detailed below. installation (Non-HVHZ): Instalted with 5-518 in, exposure in accordance with F8C requirements and manufacturer's published installation instructions. Shingles shall be attached using either'A Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL-ZONE COMMON BOND _1/$" EXPOSURE 6-US" r� �y r� 1 II �-- 12-11211 1 2-J18" 1 2-i t/2`� 11 Figure 3. HeritageO, Heritage@ Premium, and Heritage@ Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON EEO BOND EXPOSURE 5-518" 1"—►� �:-112"�k-a-1,°2"-►h- 7.318"�-r`-1.�"�-r-1%2"-'I �-1` Figure 4. Heritage@& Heritage@ Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page 4 of I I 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 CREEKAsphalt Shingles TECt'-1N(CA .SERVICES,LII.,.0 Nall°ZOW -��sTEtvERs� caMMory goluD -1f8" EXPOSURE 5 5,8" �„ �-7-i12',►�--7-112`+-►�7-3(8" 7--12�7-1f2+1i� �4—�" Figure S. Heritage@ Woodgate 6 Nail Pattern 12-112" ;< 121I2" — �,1°;1°°f• Common Band FASTENERS #. L?o on x w LU Y Figure 6. Heritage@, Heritage®Premium, &Heritage(q�Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7/8" 1 , -- NAIL ZONE i t i _EDGE OF 6�1I8 I Ii + COMMON BOND EXPOSURE 6-Sl8" - FTEL' A-'FASTENER_ ,ACCEPTABLE DO NOT FASTEN ALONG EDGE OF ------------------ ......... COMMON BOND PREFERRED FASTENER LOCATION Figure 7. Heritage4{Tuscaloosa) Expanded Nail Zone Nail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL18355-R2 Page 5 of 11 TNs 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(ices not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TEc[-LAICAL SEPVICES, L..L C Heritage®Premium Basic Wind Speed(V it): Max. 194 mph (Frederick) Basic Wind Speed(V,w): 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. 15l32 in. plywood or wood plank For new construction;Min.V16 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): 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 shalt be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. MAIL ZONEf FASTENERS ^OMMON BOND tfz" EXPOSURE 5" 1211 Figure 8. Heritage@ Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE! FASTENERS COMMON BOND 5if`a1P EXPQ RE 5" �I F'iigure`S. Heritage@ Premium (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page o of 11 This evaluation report is provided for State of Flarida 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 CREEKAsphalt Shingles TECHNICAL SERVICES,LLC Heritage@ Woodgate Basic Wind Speed(Vat): Max. 194 mph (Frederick) Basic Wind Speed(Vj,,c[): Max. 150 mph Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15f32 in. plywood or woad plank for new construction; Min. 7116 in.OSB existing construction. Undertayment: fn accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAIL ZONE/ FASTENERS COMMON BOND KT 5-1f2" EXPOSURE Y AL 1'=-1►� �-- 11" 12-315" 11'- -� Figure 10. Heritage@ Woodgate (Frederick) 4 Nail Pattern (non-HVHZ only) MAIL ZONE/ FASTENERS COMMON BOND 5^1i2 jEXPOSURE 5° 1"--i� �F- 9.112" -►�-3'�F-9�f8"—►1�3` 9.1I2"� �+l�j" Figure 11. Heritage®Woodgate(Frederick) 6 Nail pattern TEP15001.2 FL18355-R2 Page 7 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technicai 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 CREEKAsphalt Shingles TECHNICAL SERViEES,LLC HeritageO Vintage® Basic Wind Speed(VLAI): Max.194 mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Beck(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.7/16 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): 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"5 Nail Pattern"or"6 Nail Pattern"detailed below. aa' �,,, Fast2n�s hail — — - - - - - - — — ore LJ� -.0 5" Exposure- Figure 12. Heritage&Vintage@ 5 Nail Pattern (non-HVHZ only) H,ou:h MII 6" Fhxenea N►! Zane 17-7R` D tk yq%�a-7 Sir T 3A' }mil'-- --Ijl� 1F Figure 13. Heritage@ Vintage' 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G26-3_ The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation,recommended use,or other product attributes that are not specifically addressed herein. CREEKTAMKO BUILDING PRODUCTS Asphalt Shingles TECHNICAL SERVICES, LILC Hip&Ridge Basic Wind Speed(Vu„): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vwd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15132 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 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 5-1/8 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— t {I , Start here Figure 5-1/8" exposure Y. IF Fastener �5-5/8" �•5-5J8 Figure 2 11j Figure 3 Figure 14. Hip & Ridge (Frederick&Joplin) TBP15001.2 FL18355-R2 Page J 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. TAaMKO SUILDiNG PRODUCTS CREEKAsphalt Shingles a TECHNICAL SERVICF-S. LL.0 Vintage@ Hip&Ridge Basic Wind Speed(V a): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd); Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19132 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Rion-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15132 in. plywood or wood plank for new construction;Min.7/16 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 FBC and manufacturers published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Direction of prevailing wind 4— Start exposure tl Start here 9— xposuree Figure 1 Fastener Fastener � �L5-1/2" Figure 2 Figure 3 Figure 15. Vintage®Flip &Ridge (Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty..installation,recommended use,or other product attributes that are not specifically addressed herein. TAaMKO BUILDING PRODUCTS CREEKAsphalt Shingles a TECHNICAL SEiZviCE5,LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 21 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 7156 applies to exposure B&C with a building mean roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application, 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources,the more restrictive and code compliant detail shall prevail. S) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 C20-3. COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5rh Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. . .... . Rf 2015.12.14 No 74021 -05,00r �7�0• STATE OF :J ,�. •, p .•' Zachary R.Priest,P.E. r 'c.4 O R I'D••' ` 4' • Florida Registration No.74021 lrJr ,�N�` Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor wiil acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. END of REPORT TBP15001.2 FL18355-R2 Page 11 of 11 This evaluation report is provided for state of Florida product approval under Rule 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_ EXTERIOR RESEARCH& DESIGN,LLC. Certificate of Authorization#9503 TRU 353 CHRISTIAN STREET,UNIT#13 N ERDOXFORD, CT 06478 (203)262-9245 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R22 150 Lyon Drive FL5259-R26 Fernley, NV 98408 Date of Issuance.02/24/2009 (570)384-1230 Revision 22:03113/2017 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 5tn Edition (2014) 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 its 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 IERD 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 "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official, This Evaluation Report consists of pages 1 through 14. Prepared by: h The facsimiYe seal appearing was authorized by Robert Nieminen, P.E.on 03/13/2017-This does not Serve as an electr©nicn ily Robert J.M.I1iieminen,P.E. "%;" i� signed document. Signed,sealed hardcopies have been ......G'.,C Florida Registration No.59166, IOr1dA BGA fNE1983 ".�`�✓; ;; Lt s'' transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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.F.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. F ERD ROOFING C0MPONEN7 EVALUATION: 1. SCOPE. Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underiayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 50 Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and (.imitations/Conditions of Use set forth herein. 2. STANDARDS: SSgction Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3,1507.3.3,1507.S.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3,1507.9.3 15D7.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 20GS 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 I REFERENCES: Entitv Examination Reference Date FM Approvals(TST1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRIG1111 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 PM(TST 5878) Physical Properties PUSA-029-02-01 07/1312005 PRI(TST 5878) 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(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-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTl(TST 2508) Physical Properties JX20H7A 04/01/2008 MTl(TST 2508) Physical Properties RX14ESA 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.09.01-1 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 04/11/20D7 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-Ri 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11130/2009 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 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate ofAuthonzatinn#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,lric. Revision 22:03/13/2017 Page 2 of 14 TRINITY,;ERD Entity Examination Reference Date ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 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) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 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 P11751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11,03-RZ 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 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(T5T 6049) Physical Properties 6020.09.14 6 09/08/2014 ERD(TST 6049) Physical Properties P45520.10.14 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 ERD(TST 6049) Physical Properties P40390.04.15 D4/03/2D15 ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.D5.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/1212016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ICC-CS(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.09 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.04/24/2018 4. 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,5BS 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 MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly-film surface;meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, with an aggregate surface;meets ASTM D1970, Exterior Research and Design,LLC. Evaluation Report P12060,02.09-R22 Certificate ofAuthorkrtion#9503 FBC NON-HVHZ EVALUA T ION FL5259-1326 Polyglass USA,Inc. Revision 22=03/13/2017 Page 3 of 14 TRINITY ERD 4.2.4 Polystick 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. 4.2.5 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. 4.2.6 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. 4.2.7 Polyflex SAP, Polyflex SAP FR, Mute-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. 4.2.8 Polystick Dual Pro'"' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.9 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. 4.2A0 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 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 an 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 56 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. Elastoflex S6 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 file roof systems. Elastoflex S6 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, 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(TRI April 2012 (04-12) beneath mechanically fastened or adhered file 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 the roof systems. 5. I_1NI TATIQNS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ- 5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 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. Evaluation Report P12060.02.09-R22 Certificote of Authorizution a9503 FBC NON-HVHZ EVAWATI ON FL5259-R 26 Polygiass USA,inc. Revision 22:03/13/2017 Page4of14 1C.IF a 5.5 Allowable Roof Covers: TABLE 1. ROOF COVER OPTIONS ¢ Underlayment Asphalt Shingles Nall-On Tile Foam-On Tile Metal wood Shakes Slate &Shingles Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply systeml (Base Sheet in 2-ply system) Elastabase P yes Yes Yes l8asesheetin2-plysystem) (BaseSheetin2-plysysteml Yes Yes Yes Yes Yes Polyglass G2 Base No (Base Sheet in 2-ply system) (Base sheet in 2-plysystem) No No No I ��:Palyglass AP,Base No Yes Yes No No Na (Base Sheet in 2-ply system) (Bane sheet in 2-ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See S.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes PolystickTU Max No Yes Yes (See 5.5.1) Yes No No Polystick Doal Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See S.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex 56 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex 56 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes PolyflexG 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 5-5.1) No Yes Yes Mule-Hide SA-APP Gap Sheet or SA-APP Cap Sheet(FR) Yes Yes Yes (See 5-5.1) No Yes Yes i 5.5.1 "Foam-On Tile'is limited to use of the following Approved file adhesives f underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATioNs1 Adhesive Florida Product Underlayments Approval Convenience Products'Touch'n FL14506 Polystick TU Plus,Polystick TU Max Seal StormElond Roof Tile Adhesive Dow TileBond'" FL717 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,Mu€e-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 Pofyset"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) Palyglass PolyLok Roof Tile FL178S5 Polystick TU Plus or Polystick TU Max Adhesive 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,L-C. Evaluation Report P12060.02.05-R22 Certificate of Authorization J*503 FBC NON-HVHZ EVALUATION FL5259-R26 Palyglass USA,Inc. Revision 22:03/13/2017 Page S of 14 •t' TRINITY ER 5.6 Allowable Substrates: 5,6A Direct-Bond to Deck: Polystick(ail variations),Dual Pro,Tile Pro, Polyflex SAP or SAP FR,Mule-}aide SA--APP Cap Sheet or SA-APP Cap Sheet fFR)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 OS8 sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Poiyflex G or Polyflex G FR torch-applied to: > ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick (ail variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet[FR)self-adhered to: ASTM C1289, Type 11, Class 1 polyisocyan u rate or Type V polyisocyanu rate-composite insulation; Dens Deck DuraGuard;Dens Deck Prime,or SECUROCK Gypsum-Fiber Roof Board. Elastoflex G TU,Elastoflex S6 G or Elastoflex 56 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 neck 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 file 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;Flastobase P or Mule-Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt to: ASTM D226,Type I or 11 felt;Elastobase; Elastobase P, Mule-Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch-applied to: Y 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. 5.6.4 Wind Resistance for Under€avment 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 file 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/TRl 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. Exterior Researcb and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate afAuthorizatian 09503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,inc. Revision 22:03113/2017 Page 6 of 14 5.6.4_1 Maximum Design Pressure=-90 psf: Deck: Min.15J32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer. hone Base Ply: (Optional)Polystick MTS PLUS,self-adhered 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. 5.6.4.2 Maximum Design Pressure=-97.5psf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM 041 Base Ply: (Optional)Polystick MTS PLUS,self-adhered 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. 5.6.4,3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS PLUS,self-adhered 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. 5.6.4.4 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- Base Ply: (Optional)Polystick MTS PLUS,self-adhered 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. 5.6.4.5 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG 100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro,Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APR Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.6 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG1o0 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6-4.7 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction, Base Sheet: Elastobase or Mule-Hide fail 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. Base Ply: (Optional)Polystick MTS PLUS,self-adhered 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. 5.6.4.8 Maximum Design Pressure=-37.5 psf`; Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Bail 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. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Pius,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),seif-adhered. Exterior Research and Design,U-C. Evaluation Report P12060.02.09-R22 Cert±flcare ofAuthorization 0503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 7 of 14 TRINITY E .D 5.6.4.9 Maximum Oesign Pressure f-37.5 cssf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Rase Sheet: one(1)or two(2)layers ASTM D226,Type Il 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. 5.6.4.10 Maximum Design Pressure=-45psf*: Beck: 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: 1.1 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. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polyst€ck TU Max,Polyflex SAP,Polyflex SAP PR,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. 5.6.4.11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM R226,Type it 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. Base Ply: (Optional,for use with self-adhering underiayment only)Polystick MTS PLUS,self-adhered 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 S6 G,applied in full mopping of hot asphalt. 5.6-4.12 Maximum Design_Pressure=-45 psf: Deck: Min_iS/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 18-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. 5.6.4.13 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 Maximum Design Pressure=-52.5 psf: Deck: Min.1.5/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Sase Sheet: Elastobase or Mule-Hide Nail Base(poly-fi€m 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. Rase Ply: (optional)Polystick MTS PLUS,self-adhered 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. 5.6.4.15 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. Eztericr Research and Design,LLC. Evaluation Report P12060.02:49-R22 Certificate of Autharization#903 FBC NOW-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03113/2017 Page 3 of14 f \II,I TRiNrr I,ERR 5.6.4.16 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. 5.6.4.17 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 S5 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied, 5.6.4.18 Maximum Design Pressure=-67-5 IRS : Deck: Min.25132-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: PDlyglass 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- appiied, 5.6:4.19 Maximum De5ign Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied under{ayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3" Galvaiume 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. 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, 5.6.4.20 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: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.21 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-appliedcap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG r 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 ElastofiexS6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.22 Maximum Design Pressure=-90 psf; Deck: Min.15/32-inch plywoodto meet project requirementsto satisfaction of Authority Havinglurisdiction. Base Sheet: l lastobase(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. Exterior Research and Design,LLC. Evaluation Report P12460,02.09-R22 Certifrcote of Authorization#9503 FSC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 9 of 14 TRINITYjERD 5.6.4.23 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-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 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 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. 5-6.4-24 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 Mail Base(poly-film tap 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. Base Ply: (Optional)Polystick MTS PLUS,seff-adhered 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. 5.6.4.25 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.26 Maximum Design Pressure=-112.5 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 318-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG1(70 orASTM D41 primer at all tin-caps Base Ply: Polystick MTS PLUS,self-adhered 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. 5.6.4.27 Maximum Design Pressure=-120 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: 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 S6 G,applied in full mopping of hot asphalt or Poiyflex G,torch-applied. 5.6.4.28 Maximum Design Pressure=-120 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 H D 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. 5.6.4.29 All other direct-deck, adhered Polyglass underlayment systems beneath foam--on tile systems carry a Maximum Design Pressure of-45 psf. Exterior Research and Design,LLC Evaluation Report P12060.02.09-R22 Certifcate of Authorization#9503 FBC NON-HVHZ EUAWATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 10 of 14 TRINITYE 5.6.4.3D 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 boss 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 NITS, MTS PLUS,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-Elide 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 MU-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 5.3,Note 1 of ASTM D1970-09,should be established as to slip resistance. 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-Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type 11 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle Underlayments and flashings Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APR Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self-adhered, Elastoflex G TU, Elastoflex 56 G or Elastoflex S6 6 FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. 6.3.3 Tile Applications; Reference is made to FRSA/TRi April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. EK'terior Research and Design,LLC. Evaluation Report 1`12060.02.09-R22 Certificate of Authorization 99503 FBC NON-HV IZ EVALUATION EL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 11 of 14 TRINITY END 6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Poly-flex SAP,Polyflex SAP FR, Mule-Bide 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 Sections 1507 for the type of prepared roof covering to be installed. Note: Polystick MU-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 setforth in Section 5.3, Note 1 of ASTM D1970-09,should be established as to slip resistance. 6.4.2 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 corrosion resistant,3.1 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simpfex-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 lb. hand �y 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). - 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 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-lb weighted-roller or,on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick IR-Xe or Poltrstick 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 203.2(04-12),Table 1. For adhesive-set the applications,refer to Section 5.6.4 herein. For nail-on tile systems over Polystick MTS, battens are required for loading/staging of the tile. For nail-on tile systems over Polystick MTS PLUS: Battens are required for loading/staging of lugged tile regardless of slope. Battens are required for loading/staging of fiat the at slopes in excess of 5:12. Exterior Research and Design,"C. Evaluation Report P12060.02.09-R22 Certificate ujiluthorization l79503 FBC NON-HVH2 EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 12 of 14 i 6.4.4 Two(2)Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick WITS,MTS PLUS,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. Polystick MTS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use under foam-on tile 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. 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 Polygfass 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/TRI April 2012(04-12) beneath mechanically fastened or adhered tile roof systems. • Etastoflex 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 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 the roof systems. ✓ Elastofiex 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 FiR 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 Polygfass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Beat 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 applied "Cap Sheet" in the "Two Ply System" from FRSA/TRi April 2012(04-12)beneath mechanically fastened the roof systems(Base Sheet limited per 5.63). 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certifcwe of buthor$otlon#9303 FEIC NON-FlVHZ EVALUATION FL5254-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 13 of 14 s - TRINI�'Y ERD 6.7 Tife StaRin : 6-7-1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile 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 nail- boards,to prevent the sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.7,4 For nail-on tile systems over Polystick MTS PLUS- r Battens are required for loading/staging of lugged the regardless of slope. r Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.75 The minimum cure time after installation of sell-adhering membranes and before loading of roofing tiles is forty-eight (48)hours. 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.Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k,chancellor@us.uLcom -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certifinne ofAuthorirotion#9503 FBC NON-HVH2 EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 14 of 14 EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 353 CHRISTIAN STREET, UNIT##13 OXFORD, CT 06478 (203)262-924S EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P12060.02.09-1122 150 Lyon Drive FL5259-R26 Fernley, NV 98408 Date of Issuance:02/24/2009 (570)384-1230 Revision 22:03/13/2017 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 Cade and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) 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 "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by s Sao-s?tad�'s- :r= - ' The facsimile seal appearing was authorized by Robert Nieminen, =• s- -:;r�'= P.E.on 03/13/2017. This does not serve as an electronically Robert J.M.'Nieminen,P.E. :'' ,5c=%', signed document. Signed,sealed hardcopies have been transmitted to the Product Approval Administrator and to the Florida Registration No.59166,Florida DCAANE1983 pP named client CERTIFICATION OF INDEPENDENCE: 1. TrinitylERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3, Robert Nieminen, P.E.does not have nor 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. iIT ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: hoof Underiayments, 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 fallowing Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein, 2. STANDARDS: Section Prolperty Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226 2006 1507.8.3,1507.9.3 1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TA5 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRIO1111 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(TST5878) 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 01/2912009 PRI(TST5878) Physical Properties PUSA-076-02-01 02/22/2D08 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRi(TST5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties 3X20H7A 04/01/2009 MTI(TST 2508) Physical Properties RXI4ESA 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08113/2001 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 1?5110.04A7-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260-03.08 03/21/2008 ERD(T5T 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30S40.11.09-R1 11/30/2009 ERR(TST 6049) Physical Properties PI1030-11.09-1 11/30/2009 ERD(TST 6049) 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 06/25/7010 ERD(TST 6049) Physical Properties P33370-03.11 03/02/2011 Exterior Research and Design,LLC. Evaluations Report P12060.02.09-R22 Certif[Cate of Authorization#9503 F6C NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,lnc. Revision 22:03/13/2017 Page 2 of 14 TRINITY ERD Entity Examination Reference Date ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 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) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2023 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 i RD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 117S7.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751,05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.D5.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 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-S 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 60491 Physical Properties PLYG-SC755D.03.15 03/24/2015 ERD(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.D7-16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025,10.16 10/12/2016 ERD(TST 6049) Physical Properties PLYG•SCI1900.03.17 03/10/2017 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 15921 HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mu[e-Hide Cross Ltg 03/01/2009 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.04/24/2018 4, PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobese is a fiberglass reinforced,SSS 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. i 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 MTS PLUS is a nominal 60-roil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly-film surface;meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface;meets ASTM D1970. Exterior Research and Design,LLc. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 3 of 14 TRINITY ED 4.2.4 Polystick 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. 4.2.5 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. 4.2.6 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. 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Elide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. 4.2.8 Polystick Dual Pro'" is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.9 Polystick Tile Prol" 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. 4.2.10 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 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 an 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 Rail 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 the 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 S6 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 S6 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 the roof systems. 43.3 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/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. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose, 5.2 This Evaluation Report is not for use in the HVHZ- 5.3 Fire Classification is not part of this Evaluation Report;refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Undedayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not fisted, 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. Evaluation Report P12060.02.09-R22 Certificate ofAuthodzation#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 4 of 14 " T N1 ERD S.5 Allowable Roof Covers: TABLE 1; ROOF COVER OPTIONS UnderlaymenC Asphalt Shingles Nail-On'lile Foam-On Tile Metal Wood Shakes Slate &Shingles Elastobase Yes Yes Yes Yes Yes Yes (Base sheet)n.2-ply system) [Base Sheet in 2-ply system) 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) (Rase 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 MTS PLUS 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 PolystickTU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5-5.1) Yes No No Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See S.5-11 Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elasto6ex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Eiastoflex 56 G FR 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 Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Sheet yes Yes Yes (See 5-S.11 No Yes Yes or SA-APP Cap Sheet(FR) f 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE IA:ALLOWABLE TILE ADHESIVE[UNDERLAYMENT COMBINATIONSr Adhesive Florida Product Underlayments Approval Convenience Products'Touch'n FL14506 Polystick TU Plus,Polystick TU Max Seal StormBond Roof Tile Adhesive Dow Tile6ondr" PL717 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,Poiyfiex SAP,Polyflex SA Cap FR,Muie-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) Polyglass Polyl-ok Roof Tile FL17855 Polystick TU Plus or Polystick TU Max Adhesive 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,L-C. Evaluation Report P12060.02.09-R22 Certfcote ofAuthorizotion#9503 FBC NON-HVI-#Z EVALUATION FL5259-R.26 Polyglass USA,Inc. Revision 22 03/13/2017 Page 5 of 14 ` RINI ERD 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 CISS; 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 OS9 sheathing. New or existing plywood or 058 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: r ASTM D41 primed structural concrete. 5.6.2 Band-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 C1289, Type R, Class 1 polyisocyanurate 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 Elastoflex 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 the systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with 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: i} ASTM D226,Type I or 11 felt; Elastobase; Elastobase P or Mule-Hide Nail Base, Elastoflex G TU,Elastoflex 56 G or Elastoflex S6 G FR in hot asphalt to: ;, ASTM D226,Type I or II felt;Elastobase;Elastobase P,Mule-Hide Dail Base or Polyglass G2 Base, Polyflex G or Polyflex G FR torch-applied to: Y Elastobase;Elastobase P,Mule-Hide Bail Base,Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall he attached per minimum codified requirements. For installations under foam-on the systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12),Appendix A,Table 1,or as listed in Section 5.6.4 herein,or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on file 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/TRl 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate ofAuthanzation#9503 FBC NON-HVHZ EVALUA nON FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 6 of 14 TRINI-ff E . S.6.4.1 Maximum Design Pressure=-90 psf: Deck: Min_15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS PLUS,self-adhered 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. 5.6A.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 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Pius,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. 5.6.4.3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS PLUS,self-adhered 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'l"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project requirementsto 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. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,PolystickTU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.5 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TtJ P, Polystick TU Plus, Polystick TU Max,Tile Pro,Polyflex SAP, Polyflex SAP FR,Mule-Hide SA-APR Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.6 _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. 5.6.4.7 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch OSB 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. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APR Cap Sheet and Mufe-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.8 Maximum Design Pressure=-37.5 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: 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. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Poiyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Muie-Hide SA-APP Cap Sheet(FR),self-adhered. Exterior Research and Design,LLC. Evaluation Report P12060A2.09-R22 Certificate of Flatharization#9503 FRC NON-HVHZ EVALUATION FL5259-R26 Poiyglass USA,Inc. Revision 22:03/13/2017 Page 7 of 14 TRINITY ERD 5.6.4.9 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 R 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 S6 G,applied in full mopping of hot asphalt. 5.6.4.10 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 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. Base Ply: (Optional;for use with self-adhering under#ayment only)Polystick MT5 PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Pius,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. 5.6.4.11 Maximum Design Pressure=-45 psf*: 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. Base Ply: (Optional;for use with self-adhering Underlayment only)Polystick M`fS PLUS,self-adhered Underiayment: 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. 5.6.4.12 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 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 18-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. 5.6.4.13 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 ElastoflexS6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 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. Base Ply: (Optional)Polystick MTS PLUS,self-adhered 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. 5-6.4.15 _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-flim 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUA71fl'N FL5259-R26 Polyglass USA,Inc. Revision 22.03/13/2017 Page 8 of 14 i .....-.R ■ram'■�j IERD 5.6.4.16 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 S5 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.17 Maximum Design Pressure=-60 psf: Deck: Min_19/32-inch plywood to meet project requirements to satisfaction of Authority Havinglurisdiction. 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 Fiat 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. 5.6.4.19 Maximum Design Pressure=-67.5 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 underhryment) 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. 5.6.4.19 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirementsto 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 CMG 3" Gaivalume 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 14-'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- appiied. 5.6.4.20 _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:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Poiyflex G,torch-applied. 5.6.4.21 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having lurisdiction- 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 mapping of hot asphalt or Polyflex G,torch-applied. 5,6.4.22 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. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22 Certfftcote of Authorization#9503 F8C NON-HVHZ EVALUATI ON FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 9 of 14 TRIM 1 ER 5.6,4.23 Maximum Design Pressure--94 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 (AccuTrat), 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. 5.6.4.24 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. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TO P,Polystick TO Plus,Polystick TO Max,Polyflex SAP,Pofyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.25 Maximum Design Pressure=-105 psf: Deck: Min.15J32-inch plywood to meet project requirementsto satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded tap surface for hot-asphalt ortorch-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.atthree(3)equally spaced staggered center rows. Underlayment:Elastoflex G TO or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.26 Maximum Design Pressure=-112.5 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: 17 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: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(41 equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at a I I tin-caps Base Ply: Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TO Plus,Polystick TO Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5,6.4.27 Maximum Design Pressure=-121)psf: 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 tf12 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 flinch 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 or Polyflex G,torch-applied. 5.6.4.28 Maximum Design Pressure=-120 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 five(5)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt_ 5.6.4.29 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on the systems carry a Maximum Design Pressure of-45 psf. Exterior Research and Design,LLC. Evaluation Report P12050.02.09-R22 CertifitoteofAuthorization#9503 FRCNON-HVHZ EVALUATION FI-5259-1126 Polyglass USA,Inc. Revision 22:03/13/2017 Page 10 of 14 ' ! RIN i t ',ERD 5.6.4.30 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 Z/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, MTS PLUS,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 S6 G or Elastoflex S6 G FR or Poiyflex 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 MU-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 5.3, Note 1 of ASTM D1970-09,should be established as to slip resistance. 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-Hide Nail Base: 63.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type 11 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (Fit), Dual Pro or rile Pro, self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRl April 2012(04-12) Installation Manual and Table 1 herein,using the instructions noted above as a guideline. Exterior Research and Design,LLC. Evaluation Report 1312060.02.09-R22 Certificate of Authorizartion#9503 FBC NON-HVH7 EVALUATION FLS259-R26 Polyglass USA,Inc. Revision 22:03/1312017 Page 11 of 14 II 6.4 Polystick MTS,MTS PLUS,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-Elide SA-APP Cap Sheet(FR): 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. Note: Polystick MU-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 5.3, Note 1 of ASTM D1970-09,should be established as to slip resistance. 6.4.2 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-Elide 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 lb. hand s 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). _ n 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 PGS00 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-lb weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Amlications(root allowed for Polystick 1R-Xe or Polystick 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 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 tile systems over Polystick MTS, battens are required for loading/staging of the tile. For nail-on the systems over Polystick MTS PLUS: - Battens are required for loading/staging of lugged tile regardless of slope. r Battens are required for loading/staging of flat the at slopes in excess of 5:12. Exterior Researrh and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Atithorizotion#5503 FBC NON-HV HZ EVALUATION FI-5259-1126 Polyglass USA,Inc. Revision 22:03/13/2017 Page 12 of 14 TRINITY , RD 6.4.4 Two(2)Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS,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. Polystick(NITS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use under foam-on file systems. Limits of use are those associated with the top-fayer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 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 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 is for use as an alternate t0"Mineral Surface Rolf 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/TRl 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 the 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 Fly System"from FRSA/'T"RI 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 applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened the 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. Exterior Research and Design,LLC. Evafuation Report P12060.02.09-R22 Certificate ofAuthoriaation#9sm F5C NON-HVHZ EVALUATION FL5259-H26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 13 of 14 6.7 Tile 5tarin : 6.7.1 Tile shall be loaded and staged in a manner that prevents the slippage and/or damage to the underlayment. Refer to Polyglass published requirements for the staging. 6.7.2 Battens and/or Counter-battens,as required by the the manufacturer and FRSA/TR) 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 nail- boards,to prevent file sliding and/or damage to the underlayment during the loading process. 6.7.3 For nail-on the systems over Polystick MTS,battens are required for loading/staging of the tile. 6.7.4 For nail-on tile systems over Polystick MTS PLUS- Battens are required for loading/staging of lugged tile regardless of slope. Y Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight (48)hours. 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.Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com END OF EVALUATION REPORT- Exterior Research and Resign,LLt. Evaluation Report P12060.02.09-R22 Certificate of Authorization x9503 FSC NON-HVHZ EVALUATION F€.5259-RZ6 Polyglass USA,Inc. Revision 22:03/13/2017 Page 14 of 14