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Home My WebLink AboutREVISION - BUILDING PERMITOFFICE USE ONLY: DATE FILED: 1 0• Z -3 - I 1 PERMIT # I G t33 O(D N REVISION FEE: OQ RECEIPT PLANNING & DEVELOPMENT SERVICES RECEIVCU BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982.5652 OCT 2 8 Z019 (772) 462.1553 ST. Luae County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION SCANNED BY LOCATION/SITE St. Lucie County ADDRESS-- 1-igl- 150rlpNnL3 17� Fl Voec<c FL_. Sgojg2a DETAILED DESCRIPTION OF PROJECT CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: CITY: PHONE (DAYTIME): NAME: I' ADDRESS CITY: 9'+ PHONED STATE: ARCIHTECT/ENGINEER INFORMATION: NAME: >C(-&„r It ADDRESS: CITY: STATE: _ PHONE (DAYTIME): -1-)a U l L1 S�0 SLCCC: 9123109 Revised 06130117 -,new 6 0 /&feclb 0Nde.:ic-yMP,#- ST. LUCIE CO CERT. #: IAI:F� FAX: ZIP: ZIP: ,Florida Building Code Online Page 1 of 2 i a . 0 - r ' r KIS Home I Wg In i User ft"Is"ilon Hat Toplcs Submit Sa¢harye Rats It Facts Publlcabpns FX Stag i aCIS Site Map ❑pks Sear li F10 _ (p Product Approval ar Vm — USER: Public User - _ PmEact Approval Mene>proEUR er Avol raryan�e+.�M1>poollcatlan Llst>Appllcationlle[e)I file Copy FL # FLI0626-R13 Application Type Revision n A =ram Code Version 2017 Svn!.f z Application Status Approved BY Si. Lucie County Comments Archived p Product Manufacturer GAF Address/Phone/Email ICampus Drive REVIEWED FOR Parsppany, NJ 07054 m e00eh@gaf.com CODE COMPLIANCE Authorized Signature Robert Nieminen ST. LUCIE COUNTY ®C(_ Iindarei[h@[rinityero17 .mm `T�j/�jt/A",`j''f/'y�J,' Technical Representative William Broussard Address/Phone/Email 1 Campus Drive Parsippany, NJ 07054 / (/ (800) 766-3411 4 i TechnicelQuestionsGAF@gaf.com Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Undedayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 05/19/2018 Validated By John W. Knezevich, PE 10 Validation Checklist - Hardcopy Received Certificate of Independence FL10626 R13 COI 2017 01 COI Nieminen odf Referenced Standard and Year(of Standard) Standard Vear ASTM 01970 2015 ASTM 06164 2011 ASTM D6757 2016 FM 4474 2011 FRSA/TRI April 2012 (04-12) 2012 TAS 103 1995 Equivalence of Product Standards Certified By http://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 V%... 12/14/2017 ,Florida Building Code Online Page 2 of 2 Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/22/2017 09/29/2017 10/03/2017 12/12/2017 FL # Modelr Number or Name Description 10626.1 GAF Roof Underlayments Roofing Undenayments for use in sloped roof systems Limits of Use Installation Instructions Approved for use In HVHZ: No Approved for use outside HVHZ: Yes EL10626 R13 II 2017 09 FINAL ER GAF UNDERLAYMENTS FL10626- R33,odr Impact Resistant: N/A Verified By: Robert Niemien 59166 Design Pressure: +N/A/--45.0 Other: 1.) The design pressure noted in this Created by Independent Third Party: Yes Evaluation Reports application relates to one particular underlayment system for use under foam -on FL10626 R13 AE 2017 09 FINAL ER GAF UNDERLAYMENTS EL10626- R13.odf tile systems. Refer to ER Section 5.6.4 for details. 2.) Refer to ER Section 5 for other Created by Independent Third Party: Yes Limits of Use. Back Next contact us 2601 Blair sure Road, Ta a -see n 32349 Phone• 850,482,1824 The state of Florida Is an AAIEEO anployer. ronvrteht 2007-2013 State of Florida,:: privacy Statement :: Appesiabritestatement :: RePond Statement Under Florida law, email addresses are public records. If you do not want your a -mall address released in response to a publlo-records neatest, do not send electronic mall to INS sadly. instead, contact Me office by phone or by traditional mail. If you have any Vendors, please contact 850.487.1395. *%noram to Section 455.275(t), Florida Statutes, effective, October 1, 2012, thoraces licensed under chapter 455, F.S. must provide Me Department Won an enlal address if May have one. The counts poNded may be dead far official cvnmuumtion with Me licensee. However email addresses are Public tem,d. If you do not wish M supply a personal address, please provide Me Department Man an email address vMM can be made avallable to Me public. To determine If you are a licensee under Product Approval Accepts: ® on w SCCurl tylUE''TRICS http://www.floridabuilding.orgtpr/pr_app_dtl.aspx?param=wGEVXQwtDgtBNbEY5 Ve/D... 7 / ENGINEER EVALUATE TEST NEMO l etc. Certificate of Authorization N32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203)262-9245 CONSULT CERTIFY EVALUATION•• GAF Evaluation Report 01506.04.08-1115 1Campus Drive Parsippany, NJ 07054 (800)766-3411 FL10626-R35 Date of Issuance:04/25/2008 Revision 15: 04/22/2019 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 6" Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: GAF Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until 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. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO l etc. 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 "NEMOletc. 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 11. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 un;, ,. Lr., >o,A 3-M: y2 �r3na-sar--+"' v" _ =�•., en-o�ap The facsimile seal appearing was authorised by Robert 8'.o•—*•%-X,*y' Nlernmen,P.E.on 04/22/2019. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMO ETC, LLC does not have, nor does it intend to acquire, or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO ETC, LLC is not awned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. S. This is a building code evaluation. Neither NEMOI etc. 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. ONEMOletc. ROOFING COMPONENT EVALUATION: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: GAF Roof Underlayments, as produced by GAF, have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. Section Pro a Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1507.1.1, R905.1.1 Exception Unrolling, Breaking Strength, ASTM D226 2009 Pliability 1507.1.1, R905.1.1 Exception Tear Strength ASTM D4533 2015 1507.2.3 / 1507.1.1 Physical Properties ASTM D6757 2016 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D3970' 2015 1507.3.3, R905.3.3 Physical properties FRSA/TRI April 2012 (04-12) 2012 1507.11.2 Physical Properties ASTM D6164 2011 Enti Examination Reference Date ERD (TST 6049) Physical Properties 113360.02.07-2-111 03/13/2007 ERD (TST 6049) Physical Properties G12110.12.08 12/02/2008 ERD (TST 6049) FRSA/TRI April 2012 (Slippage) G34150.08.11 11/14/2011 ERD (TST 6049) ASTM D6164 G40630.01.14-2B 01/07/2014 ERD (TST 6049) ASTM D6164 G46160.09.14-3A 09/09/2014 ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-3 03/01/2017 ERD (TST 6049) ASTM D1970 GAF-SC13285.03.17-4 03/01/2017 PRI (TST 5878) Physical properties BRY-003-02-01 03/19/2002 PRI (TST 5878) ASTM D1970 GAF-026-02-01 03/26/2002 PRI (TST 5878) ASTM D1970 GAF-027-02-01 03/26/2002 PRI (TST 5878) Physical properties GAF-042-02-01 06/03/2005 PRI (TST 5878) Physical properties GAF-224-02-01 07/27/2009 PRI (TST 5878) ASTM D1970 GAF-238-02-01 03/03/2010 PRI (TST 5878) ASTM D1970 GAF-275-02-01 11/11/2010 PRI (TST 5878) Physical properties GAF-349-02-01 07/03/2012 PRI (TST 5878) Wind Uplift GAF-434-02-01 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-03 09/16/2013 PRI (TST 5878) Wind Uplift GAF-434-02-04 09/16/2013 PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-818-02-01 12/05/2017 PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-826-02-01 06/04/2018 PRI (TST 5878) FBC 1507.1.1 (Exception) GAF-847-02-01 06/04/2018 PRI [TST 5878) FBC 1507.1.1 (Exception) GAF-914-02-01 04/10/2019 UL (TST 1740) Physical properties 02NK22569 06/04/2002 UL (TST 1740) ASTM D6757 1ONK11990 05/18/2011 Miami -Dade (CER 1592) HVHZ compliance 16-1216.02 02/02/2017 Miami -Dade (CER 1592) HVHZ compliance 18-0119.15 02/22/2018 ICC-ES(EVL2396) IBC/IRC compliance ESR-2053 07/01/2017 ICC-ES (EVL2396) IBC/IRC compliance ESR-2808 07/01/2017 ICC-ES (EVL2396) IBC/IRC compliance ESR-1322 01/01/2018 ICC-ES (EVL2396) IBC/IRC compliance ESR-3286 02/01/2018 UL, LLC (QUA 9625) Quality Control Service Confirmation 12/17/2018 NEMO ETC, LLC Evaluation Report 01506.04.08-R35 Ceniflmte OfAuthori:4tion #32455 S-EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R35 GAF Roof Underlayments; (800) 766-3411 Revision 15: 04/22/2019 Page 2 of 11 M 4.1 4.2 4.3 4.4 4.5 4.6 4.7 4.8 4.9 4.10 4.11 ONEMOletc. PRODUCT Description - - -Product Specification Plants) LibertyT" SBS Self -Adhering ASTM D1970 Mt. Vernon, IN smooth -surfaced, fiberglass -reinforced, self- Base/Ply Sheet adhering SBS modified bitumen roof underlayment StormGuard® Film Surfaced ASTM D1970 Mt. Vernon, IN film -surfaced, fiberglass -reinforced, self - Leak Barrier Savannah, GA adhering SBS modified bitumen roof underlayment; also used as a secondary water barrier to seal roof decks WeatherWatche Mineral ASTM D1970 Mt. Vernon, IN mineral -surfaced, fiberglass -reinforced, self - Surfaced Leak Barrier Savannah, GA adhering SBS modified bitumen roof underlayment; also used as a secondary water barrier to seal roof decks VersaShield® Fire -Resistant ASTM D6757 Conover, NC non -asphaltic, fiberglass -based roof Roof Deck Protection (physicals) underlayment and/or fire barrier Deck -Armory" Premium FBC 1507.1.1 & North Bay, ON non -woven, spun -bonded polypropylene Breathable Roof Deck R905.1.1 Dadra, India laminated polyethylene scrim sheet roof Protection (Exception) underlayment RoofProT" SBS-Modified All- AC165 Fontana, CA fiberglass-reinforced,SBS modified bitumen Purpose Underlayment roof underlayment Shingle -Mate® Roof Deck FBC 1507.1.1 & Pryor, OK fiberglass reinforced, asphaltic roof Protection R905.1.1 underlayment (Exception) StormSafeT" Anchor Sheet FBC 1507.1.1 & North Bay, ON polypropylene woven fabric which serves as R905.1.1 an anchor sheet in two-ply roof (Exception) underlayment systems Tiger Paw' Roof Deck FBC 1507.1.1 & Dadra, India non -woven, polypropylene reinforced, Protection R905.1.1 North Bay, ON polymer coated roof underlayment (Exception) Ruberoid® Mop Granule ASTM D6164 Savannah, GA granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment Ruberoid® Mop Granule FR ASTM D6164 Savannah, GA granule -surfaced, polyester -reinforced, asphalt -applied SBS modified bitumen roof underlayment 5.1 This is a building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory or test report from accredited testing agency for fire ratings of this product. NEW ETC, LLC Evaluation Report 01506.04.08-R1S CertlTmte ofAuthoriration 9324SS OEDITION (2017) FBC NON-HVHZ EVALUATION FL10626-RIS GAF Roof Underlayments; (800) 766-3411 Revision I5: 04/22/2019 Page 3 of 11 ONEMOjetc. 5.4 GAF 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 theAuthorityHaving Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: TABLES: ROOF COVER OPTIONS Asphalt Foam -On Wood Slate or Underlayment Nail -On Tile Metal Shakes& Simulated Shingles Tile Shingles Slate Deck-ArmorT" Premium Breathable Contact Contact Contact Roof Deck Protection Yes No No GAF GAF GAF RoofPrOTM SBS-Modified All -Purpose Underlayment Yes No No No Yes Yes Shingle -Mate® Roof Deck Protection Yes No No No No No Tiger Paw"' Roof Deck Protection Yes No No Contact Contact Contact GAF GAF GAF VersaShield° Fire -Resistant Roof Deck Protection Yes No No No No No Liberty'" SBS Self -Adhering Base/Ply Sheet Yes No No No No No StormGuard® Film Surfaced Leak Barrier Yes No No Yes No No WeatherWatch® Mineral Surfaced Leak Barrier Yes No No No No No Ruberoid® Mop Granule Yes Yes Yes No Yes Yes See 5.5.1 Ruberoid® Mop Granule FR Yes Yes Yes No Yes Yes See 5.5.1 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERLAYMENT _COMBINATIONS' Adhesive Florida Prod uCtApproval Underlayments Dow TileBOnd'" FL22525 Ruberoid® Mop Granule; Ruberoid° Mop Granule FR 5.6 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Primer Substrates Liberty'" SBS Self -Adhering Base/Ply Sheet self -adhering (Optional) ASTM D41 plywood StormGuard® Film Surfaced Leak Barrier Weather Watch® Mineral Surfaced Leak Barrier Liberty'" SBS Self -Adhering Base/Ply Sheet self -adhering None ASTM D226 felt StormGuard® Film Surfaced Leak Barrier Weather Watch® Mineral Surfaced Leak Barrier Liberty'" SBS Self -Adhering Base/Ply Sheet self -adhering ASTM D41 metal (flashing metal, valley metal, etc.) StormGuard® Film Surfaced Leak Barrier Weather Watch® Mineral Surfaced Leak Barrier ' Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report 01506.04.08-R35 Certffmte of AuthoriioHon#32455 rEDITION (2017) FBC NON-HVHZ EVALUATION FL10626-RIS GAF Roof Underlayments; (800) 766-3411 Revision 15: 04/22/2019 Page 4 of 11 ONEMIDIetc. TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAVMENTS - - — Underlayment- - - -- - - -Application - Primer Substrates Ruberoid® Mop Granule hot asphalt ASTM D41 structural concrete Ruberoid® Mop Granule FR Ruberoid® Mop Granule hot asphalt None GAFGLAS® P80 UltimaTM Base Sheet or Ruberoid® Mop Granule FR Ruberoid® 20 Smooth 5.6.4 Wind Resistance for Underlavment SVstems in Foam -On Tile Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptively addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on or mortar -set 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/TRI April 2012 (04-12), Appendix A, Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure =-45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS® #80 Ultima'M Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 9-inch o.c. at the min. 4-inch wide side laps and 9-inch o.c. at two (2), equally spaced, staggered center rows in the field of the sheet. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. #2 Maximum Design Pressure =-75psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS® #80 Ultima'M Base Sheet or Ruberoid® 20 Smooth mechanically attached with 12 ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 8-inch o.c. at the min. 4-inch wide side laps and 8-inch o.c. at three (3), equally spaced, staggered center rows in the field of the sheet. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. , #3 Maximum Design Pressure=-97.5 DO Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: GAFGLAS® #80 Ultima'M Base Sheet or Ruberoid® 20 Smooth mechanically attached with it ga., min. 1.25-inch long ring shank nails through 32 ga., 1-5/8-inch diameter tin caps spaced 4-inch o.c. at the min. 2-inch wide side laps and 4-inch o.c. at four (4), equally spaced center rows in the field of the sheet. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. #4 Maximum Design Pressure = -442.5 osf. Deck: Min. 2,500 psi structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction Base Sheet: GAFGLAS #75 Base Sheet, Tri-Ply #75 Base Sheet, GAFGLAS #80 Ultima Base Sheet, GAFGLAS Ply 4, Tri-Ply Ply 4 or GAFGLAS Flex Ply 6 applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. Cap Sheet: Ruberoid® Mop Granule or Ruberoid® Mop Granule FR applied in full mopping of ASTM D312, Type IV hot asphalt at 20 to 25 Ibs/square. NEMO ETC, LLC Evaluation Report 01506.04.08-1135 Certi/lrate a7Authorliatlon 9324SS 6"EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R35 GAF Roof Underlayments; (800) 766-3411 Revision 15: 04/22/2019 Page 5 of 11 ONEMOletc. 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/T.RI April 2012.(04-12), Appendix. A, Table 1A.— Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk` carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: 5.7.1 Deck-ArmorTM Premium Breathable Roof Deck Protection; RoofPrOTM SBS-Modified All -Purpose Underlayment; Shingle -Mate® Roof Deck Protection; StormSafe' Anchor Sheet and Tiger Pavv M Roof Deck Protection shall not be left exposed for longer than 30-days after installation. 5.7.2 VersaShieldO Fire -Resistant Roof Deck Protection, Ruberoid® Mop Granule and Ruberoid® Mop Granule FR shall not be left exposed for longer than 180-days after installation. 5.7.3 LibertyTM SBS Self -Adhering Base/Ply Sheet; StormGuarde Film Surfaced Leak Barrier and WeatherWatchO Mineral Surfaced Leak Barrier shall not be left exposed for longer than 30-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. 6.1 6.2 6.3 6.4 6.5 TABLE 3:T_ILE SLIPPAGE LIMITATIONS FORDIRELT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Ruberoid® Mop Granule Flat Max. 30-tile stack 4:12 Flat Max. 6-tile stack (4 over 2) 5:12 Lugged Max. 10-tile stack 5:12 Ruberoid® Mop Granule FR Flat or Lugged Max. 6-tile stack (4 over 2) 5:12 Lugged Max. 10-tile stack 4:12 GAF Roof Underlayments shall be installed in accordance with GAF published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 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). Install self -adhering underlayments when ambient temperatures are minimum 45°F and rising. All metal surfaces shall be primed with Matrikm 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer prior to application of self -adhering membranes. I Deck -Armor" Premium Breathable Roof Deck Protection: I 6.5.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for double -layer applications. 6.5.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic - capped, corrosion resistant staples, unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, VaaI4 equals or exceeds 150 mph." NEMO ETC, LLC Evaluation Report 01506.04.08-R75 Certiftcare o7AuthaRioaon#32455 6TM EDIT] ON (2017) FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments; 1800) 7663411 Revision 25: 04/22/2019 Page 6 of 11 ONEMOjetc. 6.5.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches: End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.5.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 28.5-inches (for 54-inch wide rolls) or minimum 25.5-inches (for 48-inch wide rolls). End (vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a half -width starter strip along the eaves or install full -width leak barrier. Place a full -width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 28.5- inch side laps (for 54-inch wide rolls) or minimum 25.5-inch side laps (for 48-inch wide rolls), resulting in a double -layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch D.C. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.5.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LibertyTM SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.6 Tiger Paw m Roof Deck Protection: 6.6.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed, considering the wider sheet -width for double -layer applications. 6.6.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic -capped corrosion resistant nails or 1-inch diameter plastic - capped, corrosion resistant staples, unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall he required where the ultimate design wind speed, t oufn equals or exceeds 150 mph." 6.6.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch D.C. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.6.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 25.5-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a half -width starter strip along the eaves or install full -width leak barrier. Place a full -width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 25.5- inch side laps, resulting in a double -layer application. NEMO ETC, LLC Evaluation Report 01506.04.08-1135 Certffcote o/Authoriratlon a32455 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-RlS GAF Roof Underlayments; (800) 766-3411 Revision 15: 04/22/2019 Page 7 of 11 ONEMOjetc. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment,_ the underlayment need only be preliminarily attached pending attachment of the battens. 6.6.5 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty`" SBS Self -Adhering Base/Ply Sheet; StomnGuard's Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.7 StormSafem Anchor Sheet: 6.7.1 StormSafeTM' Anchor Sheet is limited to use as a mechanically attached base layer in 2-ply underlayment systems. 6.7.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic- or steel -capped corrosion resistant nails; corrosion -resistant nails & 1-5/8-inch tin -caps; or Drill-Tec screws and plates, unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, V /t, equals or exceeds 150 mph." 6.7.3 Starting at the eave, fasten the eave edge and 6-inch wide end -laps 6-inch o.c. Fasten in the field of the roll 12- inch o.c. in two, equally spaced, staggered center rows. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Fasten 6-inch o.c. in the laps and 12-inch o.c. in two, equally spaced, staggered center rows in the field. Ensure all end laps are staggered at least 3-feet apart. One the same day, install LibertyTM SBS Self -Adhering Base/Ply; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier over the StormSafeT" Anchor Sheet. 6.8 RoofProT" SBS-Modified All -Purpose Underlayment and Shingle -Mateo Roof Deck Protection: 6.8.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or 11 underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. 6.8.2 Fasteners: As required in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed. No hammer tacks or staples are permitted. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vaal, equals or exceeds 150 mph." 6.8.3 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of Liberty" SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced Leak Barrier at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. NEMO ETC, LLC Evaluation Report 01506.04.08-R15 Cenifcate o)Author/iatlon 432455 V-EDITION (2017) FBC NON-HVHZ EVALUATION FL10626-R15 GAF Roof Underlayments; (800( 766-3411 Revision 15:04/Z2/2019 Page 8 of 11 ONEMOjetc. 6.9 VersaShield® Fire -Resistant Roof Deck Protection: 6.9.1 Shall beinstalledin compliance with the codified requirements for ASTM D6757 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.9.2 Fasteners: Minimum fasteners shall be 1-inch diameter plastic -capped or metal -capped corrosion resistant nails or 1-inch diameter plastic -capped, corrosion resistant staples, unless restricted by Code. Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, Vaal, equals or exceeds 150 mph." 6.9.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.9.4 Slopes of 2:12 to less than 4:12: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 22-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a half -width starter strip along the eaves or install full -width leak barrier. Place a full -width sheet over the starter, completely overlapping the starter course. Continue upslope, maintaining minimum 22- inch side laps, resulting in a double -layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 6-inch o.c. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.9.5 Optional, or if required by the Authority Having Jurisdiction: Install a leak barrier of LiberWm SBS Self -Adhering Base/Ply Sheet; StormGuard® Film Surfaced Leak Barrier or WeatherWatch® Mineral Surfaced at vulnerable leak areas, including but not limited to eaves, valleys, rakes, skylights and dormers. At eaves and valleys, install the leak barrier prior to installation of the underlayment. Along the rake, install the underlayment, leaving 6 to 8-inch of the deck exposed, and then install the leak barrier over the underlayment and exposed decking. At other areas, install the leak barrier over the underlayment. 6.10 Liberty- SBS Self -Adhering Base/Ply Sheet: 6.10.1 Shall be installed in compliance with the codified requirements for ASTM D2970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.10.2 The minimum and maximum roof slopes are %:12 and 6:12, respectively. Back -nailing is required when slope is 1:12 or greater. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated within min. 3-inch side laps. 6.10.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. For direct -bond to deck applications plywood shall be primed with MatrixTM 307 Premium Asphalt Primer or alternate GAF accepted ASTM D41 primer at''/: to % gallon per square. Prior to removal of release film, align sheets properly starting at the low -point of the roof leave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Roll out sheet and allow to 'relax'for min. 30 minutes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of MatrixTM 201 Premium SBS Flashing Cement over drip edge. NEMO ETC, LLC Evaluation Report 01506.04.08-RSS Certificate ofAutharkation a32455 6n' EDrnON (2017) FBC NON-HVHZ EVALUATION FL10626-R35 GAF Roof Underlayments; (800) 766-3411 Revision 15:04/22/2019 Page 9 of 11 ONEMOJetc. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart. Use a weighted lawn or linoleum roller to ensure complete adhesion to the substrate. Use a hand roller to firmly bond side and end laps. 6.11 StormGuard® Film Surfaced Leak Barrier: 6.11.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.11.2 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated within min. 3-inch side laps. 6.11.3 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of MatrixTM 201 Premium SBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-inch apart. Use a hand roller to firmly bond side and end laps. 6.12 WeatherWatch® Mineral Surfaced Leak Barrier: 6.12.1 Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.12.2 WeatherWatch® Mineral Surfaced Leak Barrier may be installed as a secondary water barrier using minimum 4- inch wide rolls to seal plywood deck joints prior to installation of the primary underlayment system. 6.12.3 Back -nailing is required. Back -nailing shall consist of minimum 1-inch square or round cap nails spaced 18" o.c. encapsulated within min. 4-inch side laps. 6.12.4 Non -Tile Applications: Shall be fully self -adhered to the substrates noted in Section 5.6. Prior to removal of release film, align sheets properly starting at the low -point of the roof (eave) with the selvage edge upslope and for minimum 2-inch overhang at eaves and rakes. Remove the lower piece of release film and bond to substrate and fold the overhanging 2-inch over the eave and nail into place 12" o.c. Remove the top piece of release film and bond to substrate. Install primed drip edge and fasten to meet FBC Chapter 16 wind load requirements. Install 1/8-inch troweling of Matrix'°' 201 Premium SIBS Flashing Cement over drip edge. Continue upslope in a similar manner, maintaining minimum 3-inch side -laps and minimum 6-inch end -laps. Ensure all end laps are staggered at least 18-feet apart. Use a hand roller to firmly bond side and end laps. NEMO ETC, LLC Evaluation Report 01506.04.08-RiS Certlfitnre OfAufarl+odon R32455 6-EDmON 120171 FBC NON-HVHZ EVALUATION FL10626-RSS GAF Roof Underlayments; 18001766-3411 Revision 15: 04/22/2019 Page 10 of 11 ONEMOjetc. 6.13 Ruberoid® Mop Granule; Ruberoid® Mop Granule FR: 6.13.1 Ruberoid® Mop Granule or Ruberoid® Mop Granule FR shall be installed in compliance with current GAF published installation requirements. 6.13.2 For use in tile applications, Ruberoid® Mop Granule or Ruberoid® Mop Granule 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 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. 6.13.3 Fully adhere in ASTM D312, Type IV hot -asphalt to the substrates noted in Section 5.6. Side laps shall be minimum 4-inch and end -laps minimum 6-inch wide, and offset end -laps 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. 6.13.4 Consult GAF instructions regarding back -nailing requirements. 6.14 Tile Staging (Ruberoid® Mop Granule; Ruberoid® Mop Granule FR): 6.14.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 3 herein, and GAF published requirements for tile staging. 6.14.2 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 tile sliding and/or damage to the underlayment during the loading process. As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. Contact the manufacturer or the named CIA entity for plants covered under Rule 61G20-3 QA requirements. Refer to Section 4 herein for product & production locations having met codified physical properties specifications. 9. QUALITY ASSURANCE ENTITY: UL,LLC.— QUA9625; (847) 664-3281 END OF EVALUATION REPORT - NEMO ETC, LLC Evaluation Report 01506.04.0E-1135 Certl77cote of Authorization #32455 rEDITION (2017)FBC NON-HVH2 EVALUATION FL10626-RIS GAF Roof Underlayments; 1800) 766-3411 Revision 15: 04/22/2019 Page 11 of 11 Pale Copy MIAn'II-DADE COUNTY i'iIAMHIXt1i:E - _ M PRODUCT CONTROL SECTION 11805 SW 26 Street, Room 208 DEPARTMENT OF REGULATORY AND ECONOMY C RESOUKCE$(REA) Miami, Florida 33175-2474 BOARD AND_CODE.ADMINISTRATIONDIVISION `` _ —_<o ��.. � Eh 786)-315-2590 F (786) 315-2599 FO NOTICE OF ACCEPTANCE (NOA) _' _�.,;'®- �w.miamidade.eov/economy GAF 1 Campus Drive Parsippany, NJ 07054 COUNTY BOCC SCOPE: This NOA is being issued under the applicable rules and regulations governing the use of construction materials. The documentation submitted has been reviewed and accepted by Miami -Dade County RER - Product Control Section to be used in Miami Dade County and other areas where allowed by the Authority Having Jurisdiction (AHJ). This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control Section (In Miami Dade County) and/or the AHJ (in areas other than Miami Dade County) reserve the right to have this product or material tested for quality assurance purposes. If this product or material fails to perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. RER reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control Section that this product or material fails to meet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Florida Building Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: GAF Timberline HD®, Timberline® Natural Shadow" Timberline® American Harvest®, and FortitudeIrm Shingles LABELING: Each unit shall bear a permanent label with the manufacturer's name or logo, city, state and following statement: "Miami -Dade County Product Control Approved", unless otherwise noted herein. RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been no change in the applicable building code negatively affecting the performance of this product. TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to comply with any section of this NOA shall be cause for termination and removal of NOA. ADVERTISEMENT: The NOA number preceded by the words Miami -Dade County, Florida, and followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is displayed, then it shall be done in its entirety. INSPECTION: A copy of this entire NOA 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 NOA renews and revises NOA # 14-1022.20 and consists of pages 1 through 6. The submitted documentation was reviewed by Alex Tigera. NOA No.: 16-0811.11 Expiration Date: 02/21/22 .Approval Date: 02/09/17 Page 1 of 6 ROOFING ASSEMBLY APPROVAL Cateeorv: Roofing Sub-Cateeorv: Asphalt Shingles Materials: Laminate Deck Tyne: Wood SCOPE This approves GAF Timberline HD®, Timberline® Natural Shadow®, Timberline American® Harvest®, and FortitudeTm Shingles as manufactured by GAF as described in this Notice of Acceptance. PRODUCT DESCRIPTION Product Dimensions Test Product Description Specifications GAF Timberline HD® 13 1/4"x 39 3/; TAS 110 Fiberglass reinforced heavy weight asphalt Manufacturing roof shingle, with a laminate profile Locations #1; 2, 3, 4, 5, 6, 7 GAF Timberline Natural 13 W'x 39 3/; TAS 110 Fiberglass reinforced heavy weight asphalt Shadow® roof shingle, with a laminate profile Manufacturing Locations #1, 2, 3, 4, 5, 6, 7 GAF Timberline® American 13 '/4"x 39 3/8" TAS 110 Fiberglass reinforced heavy weight asphalt Harvest® roof shingle, with a laminate profile Manufacturing Locations #2, 4, 5, 6 GAF Fortituderm 13'/4"x 39 3/; TAS 110 Fiberglass reinforced heavy weight asphalt Manufacturing roof shingle, with a laminate profile Location 94 MANUFACTURING LOCATION 1. Tampa, FL 2. Michigan City, IN 3. Baltimore, MD 4. Myerstown, PA 5. Ennis, TX 6. Tuscaloosa, AL 7. Dallas, TX NOA No.: 16-0811.11 Expiration Date: 02/21/22 Approval Date: 02/09/17 Page 2 of 6 EVIDENCE SUBMITTED Test Agency Test Identifier Test Name/Renort Date Underwriters Laboratories,LLC ASTM D3462 4787344101 07/25/16 Underwriters Laboratories, Inc. ASTM D3462 11CA48924 10%24/11 Underwriters Laboratories, Inc ASTM D3462 10CA21994 04/22/11 Underwriters Laboratories, Inc ASTM D3462 IOCA28717 07/26/11 Underwriters Laboratories, Inc. ASTM D3462 05CA47541 11/10/06 Underwriters Laboratories, Inc. ASTM D3462 06CA31580 11/30/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF-101-02-02 11/02/05 Underwriters Laboratories, Inc. ASTM D3462 06NK05159 08/09/06 PRI Asphalt Technologies, Inc. ASTM D3462 GAF-098-02-02 11/08/05 Underwriters Laboratories, Inc. ASTM D3462 02NK41809 08/11/02 Underwriters Laboratories, Inc. ASTM D3462 03NK26444 10/17/03 Center for Applied Engineering ASTM D3462 257989 05/13/97 Underwriters Laboratories, Inc. TAS 107 OINK45803 04/13/94 Underwriters Laboratories, Inc. TAS 107 06NK05159 08/09/06 Underwriters Laboratories, Inc. TAS 107 04NK04273 02/20/04 Underwriters Laboratories, Inc. TAS 107 05CA42840 11/11/05 Underwriters Laboratories, Inc. TAS 107 02NK41811 11/11/02 Underwriters Laboratories, Inc. TAS 107 03CA35209 10/17/03 Underwriters Laboratories, Inc. TAS 107 04CA13850 08/30/04 Center for Applied Engineering TAS 100 257989 04/01/97 PRI Asphalt Technologies, Inc. TAS 100 GAF-044-02-01 01/13/04 PRI Asphalt Technologies, Inc. TAS 100 GAF-098-02-01 11/08/05 PRI Asphalt Technologies, Inc. TAS 100 GAF-101-02-01 11/09/05 PRI Asphalt Technologies, Inc. TAS 100 GAF-116-02-02 03/23/06 PRI Asphalt Technologies, Inc. TAS-100 ELK-083-02-01 10/16/02 ELK-084-02-01 10/ 15/02 ELK-085-02-01 10/14/02 ELK-086-02-01 10/24/02 ELK-087-02-01 10/21/02 ELK-088-02-01 10/16/02 ELK-107-02-01 10/09/03 ELK-108-02-01 10/09/03 ELK-109-02-01 10/09/03 LIMITATIONS 1. Fire classification is not part of this acceptance; refer to a current Approved Roofing Materials Directory for fire ratings of this product. 2. Shall not be installed on roof mean heights in excess of 33 ft. 3. All products listed herein shall have a quality assurance audit in accordance with the Florida Building Code and Rule 61G20-3 of the Florida Administrative Code. NOA No.: 16-0811.11 MIAMI-DADE COUNTY ... � , Expiration Date: 02/21/22 Approval Date: 02/09/17 Page 3 of 6 INSTALLATION 1. Shingles shall be installed in compliance with Roofing Application Standard RAS 115. 2. Flashing shall be in accordance with Roofing Application Standard RAS 115 3' -The manufacturer'shail provide -clearly written application instructions. - - - 4. Exposure and course layout shall be in compliance with Detail'A', attached. 5. Nailing shall be in compliance with Detail W, attached. LABELING Shingles shall bear the imprint or identifiable marking of the manufacturer's name or logo, city and state of manufacturing facility, and following statement: "Miami -Dade County Product Control Approved" or the Miami -Dade County Product Control Seal as shown below. BUILDING PERMIT REQuiRmENTS 1. Application for building permit shall be accompanied by copies of the following: 1.1 This Notice of Acceptance. 1.2 Any other documents required by the Building Official or the applicable code in order to properly evaluate the installation of this system. NOA No.: 16-0811.11 Expiration Date: 02/21/22 Approval Date: 02/09/17 Page 4 of 6 L DETAIL A COURSE LAYOUT NOA No.: 16-0811.11 Expiration Date: 02/21/22 Approval Date: 02/09/17 Page 5 of 6 DETAIL B OVERALL DIMENSIONS AND NAILING PATTERN 39-3/811 (1m) (360-445mm) (360-445mm) 13-1 /4" s-,/z" - 9-1/2" s-12" - s-1/2" {ms-armnl lies-btmn) 33]mm) + + �— — 1?-2-12' a3- ENHANCED NAILING PATTERN - six nails per shingle* ' required by some local codes and required far enhanced wind coverage on certain products. See limited warranty for details. These shingles MUST be nailed a nominal 6" (152mm) from bottom of of shingle, above the cut outs, as shown. Nails must not be exposed. END OF THIS ACCEPTANCE Nail guide line 5-314' - 6-0/4' (146mm-159mm) from bottom of shingle Self seal adhesive on back NOA No.: 16-0811.11 Expiration Date: 02/21/22 Approval Date: 02/09/17 Page 6 of 6