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Home My WebLink AboutProduct Approval MIAMI-DADS MIAMI-DADE COUNTY PRODUCT CONTROL SECTION DEPARTMENT OF REGULATORY AND ECONOMIC RESOURCES(RER) 11805 SW 26 Street,Room 208 BOARD AND CODE ADMINISTRATION DIVISION Miami,Florida 33175-2474 T(786)315-2590 F(786)315-2599 NOTICE OF ACCEPTANCE (NOA) www.miamidade.gov/economy Sun-Tek Manufacturing,Inc. 10303 General Drive Orlando,Florida 32824 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 Con�rol 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 High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Sun-Tek Tubular Slrylight APPROVAL DOCUMENT: Drawing o.22001,titled"21", 14"&;;I T Tube Light/Tubular Skylights", sheets 1 through 7 of 7,prepared by Sun-Fek Manufacturing,Inc.,dateu 10/14/2011,signed and sealed by James D.Wells,Jr.,P.E.,on 05/04/2015,bearing the Miami-Dade County Product Control revision stamp with the Notice of Acceptance number and the expiration date by the Miami-Dade County Product Control Section. AILSSILE IMPACT RATING: Large and Small Missile Impact Resistant. I 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 revises NOA#11-0601.05 and consists of this page 1 and evidence submitted pages&I &E-2 as well as approval document mentioned above. The submitted documentation was reviewed by I3 my A.Makar,P.E.,M.S. MIAMMADE courvrtir NOA No 15-0513.06 r r Expiration Date: 05/26/2018 J o$lZa J$ Approval Date: 11/05/2015 Page 1 Sun-Tek Manufacturing Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 1. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#09-0422.01. A. DRAWINGS L Drawing No. TL-22001, titled "21", 14"&10" Tube Light/Tubular Skylights'; sheets 1 through 7 of 7,prepared by Sun-Tek Industries, Inc., dated 02112109, signed and sealed by James D. Wells, Jr., P.E. B. TESTS 1. Test reports on])Air Infiltration Test,per FBC, TAS 202-94 2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94 3) Water Resistance Test,per FBC, TAS 202-94 4)Large Missile Impact Test per FBC, TAS 201-94 5) Cyclic Wind Pressure Loading per FBC, TAS 203-94 6)Forced Entry Test,per FBC 24113.2.1, TAS 202-94 along with marked-up drawings and installation diagram of 21"Tube Aluminum Skylights,prepared by National Certified Testing Laboratories, Test Report No.210- 3520-01, dated 03104109, signed and sealed by Gerard J. Ferrara, P.E. C. CALCULATIONS 1. Anchor calculations prepared by J&L Wells Consulting, LLC, dated 04114109, signed and sealed by James D. Wells, Jr., P.E. D. QUALITY ASSURANCE L Miami Dade Building Code Compliance Office (BCCO) E. MATERIAL CERTIFICATIONS 1. Notice of Acceptance No. 08-0305.02, issued to SABIC Innovative Plastics,for their Lexan Sheet Products, approved on 04124108 and expiring on 07117113. 2. Notice of Acceptance No. 05-0907.03, issued to Palram Americas, Inc., for their Corrugated and Flat Polycarbonate Panels, approved on 08131106 and expiring on 0112212011. F. STATEMENTS 1. Code compliance statement issued by J&L Wells Consulting, LLC, dated 04114109, signed and sealed by James D. Wells, Jr., P.E. Hel A.Makar,P.E.,M.S. Product Control Section Supervisor NOA No 15-0513.06 Expiration Date: 05/26/2018 Approval Date: 11/05/2015 E-1 Sun-Tek Manufacturine,Inc. NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED 2. EVIDENCE SUBMITTED UNDER PREVIOUS APPROVAL#11-0601.05 A. DRAWINGS 1. Drawing No. 22001, titled "21 14"&10" Tube Light/TubularSkylights", sheets 1 through 7 of 7,prepared by Sun-Tek Manufacturing, Inc., dated 10/14/2011, signed and sealed by James D. Wells, Jr.,P-E, on 10/14/2011. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. 3. NEW EVIDENCE SUBMITTED A. DRAWINGS 1. Drawing No. 22001, titled. "21", 14" &10" Tube Light/Tubular Skylights", sheets 1 through 7 of 7,prepared by Sun-Tek Manufacturing, Inc., dated 10/14/2011, signed and sealed by James D. Wells, Jr., P.E., on 0510412015. B. TESTS 1. None. C. CALCULATIONS 1. None. D. QUALITY ASSURANCE 1. By Miami-Dade County Department of Regulatory and Economic Resources. E. MATERIAL CERTIFICATIONS 1. None. F. STATEMENTS 1. FBC,2014 Edition Code compliance statement issued by J&L Wells Consulting, LLC, dated 05/05/2015, signed and sealed by James D. Wells, Jr., P.E. A.Makar,P.E. y ,NLS. Product Control Section Supervisor NOA No 15-0513.06 Expiration Date: 05/26/2018 Approval Date: 11/05/2015 E-2 PART NAME: EXTERIOR DOME METRO DADS PLAN VIEW ISHEET 1 OF 25.625 DRAWN BY: L. B. REED a . a a N .080 PLOYCARBO _N O 121 " SUN—TEK TUBLAR SKYLIGHT LO CV (12) — #10 X 2 PAN HEAD SCREW L (12) — 1/8" X 3/16 — 1/4 GRIP N ALL ALUMINUM LARGE FLANGE RIVET Engineer ofReeord: James D.Wells,Jr.,P.E. 00 Professional Engineer No.5361! 0 AL WBLLS CONSULMNG LLC 14.53 Arbhw Circle Oviedo, PL 32763 (407) 496-5489 - --__---- ----_.-.. _ Cecdfleate of Autodudon No:27162 ao CURB TO DECK MOUNTING REQUIREMENTS PART NAME: EXTERIOR DOME METRO DADE . ........ EW ISHEET 2 OF 7 DRAWN BY: L. B. REED 18.625 011— 00 HIM .080 POU Lo Lo 14" SUN-TEK TUBLAR SKYLIGHT N (12) #10 X 2 PAN HEAD SCREW o6 (12) 1/8" X 3/16 1/4" GRIP ALL ALUMINUM LARGE FLANGE RIVET Engineer of Record: James A woa4 J. .,p os, PrlDfMjojW Engineer No AL WBLLS CONSULIVp 1453 Arbitu Circle Ovi4xb. FL 32765 (407)496-5489 Al CNOWft of Authorksft 1(0,2 NOTE: CURB TO DECK MOUNTING REQUIREMENTS (1) ALL ROOFING DETAILS #10 X 2-1/2" DECK SCREWS SHALL COMPLY WITH CHAPTER 15, 2014 EDITION 14" (3 PER SIDE 12 TOTAL It- 9-1 ^17%tr1A nim r%jKl^ fN r%r%r PART NAME; EXTERIOR DOME METRO DADS 7 PLAN 71EW ISHEET 3 OF DRAWN BY: L. B. REED 14.625 0 0 LV .080 F N_ M N L0 10" SUN-TEK TUBLAR SKYLIGHT N (12) - #10 X 2 PAN HEAD SCREW Ic! (12) - 1/8- X 3/16 - 1/4" GRIP - ALL ALUMINUM LARGE FLANGE RIVET ui Engineer of Recor James A Wells,Jr Professional Engir AL WELLS 0 1453 Arbitue N Oviedo, PL 3 NOTE.,' CURB TO DECK MOUNTING REQUIREMENTS (4n 496-541 (1) ALL ROOFING DETAILS #10 X 2-1/2" DECK SCREWS Cwdfi c of A SHALL COMPLY WITH CHAPTER 15, 2014 EDITION 10" (3) PER SIDE 12 TOTAL OF THE FLORIDA BUILDING CODE POSITIVE DESIGN LOAD 65 PSF (2) 4" MINIMUM DISTANCE FROM ANGLE LIP NEGATIVE DESIGN LOAD 65 PSF Tn DnnC CI 1DC'A(1V IC PnP 4ZPINI(`_I P OP PI III T - I IP POOP %I#Arro -rr.c-r norcci for i r, ocr PART NAME: DECO RING ISHEET 4 OF 7 DRAWN BY: S RYAN 0.060 REF. (6X) 1O .031 R. X .031 HIGH 0.500,060 POLYCARBONATE DOME REF. .030 POLYCARBONATE INNER 4 ALUMINUM LIGHTING SHEET STI-275 DECO RING RN SILICONE SEALANT FLAT HORIZONTAL RETAINER .020 GALV. SUN-TEK ST 1000 SEALANT #10X2 PHS #10X 2-1/2 DECK Sc ROOFING FELT p FLASHING BY OTHERS O L` IN ACCORDANCE WITH NBCA W O 2X6 CURB MINMIUM 4" HEIGHT CL IN. 1. 1 EMBEDMENT Lo LL- � 4" MINIMUM O SHINGLES (i HEIGHT (2) Lo r N W Oa REF. ROOF DECK MIN. 5/8 EMBEDMENT (2X) 5/8 MINMIUN SUN--TEK ST 1000 SEALANT PART NAME; C 5 DOME SHEET OF 7 . DRAWN BY: S RYAN .080 POLYCARBONATE DOME Lu .080 POLYCARBONATE rn Ld 0 o 1 .875 1 .875 --� 21 .00 -� T� 25.25 1I 00 F- co m rn r 21 TUBULAR SKYLIGHT DOME 10 " T .080 POLYCARBONATE DOME w � •p0 n o 0 DOM 1 .875 -i---- PALRAI PART NAME: INSTALLATION DESCRIPTION ISHEET 6 OF DRAWN BY: L. B. REED ' (D .080 POLYCARBONATE DOME 11 I 12 .030 POLYCARBONATE INNER 0 DOME FASTENERS ITEM PART NAME DISCRIPTION VENDOR 1 EXTERIOR DOME .080 POLYCARBONATE DOME SEE DOME MATERIAL 2 * SEALING TAPE DUCT TAPE 2" VENTURE TAPE 3 * ELBOWS MIRO 4 ALANOD 4 * CONNECTOR M1RO 4 ALANOD 5 LENS RING ASSEMBLY INTERIOR DOME 6 #10 PHS X 2" FASTENERS EXTERIOR DOME MERIT FASTENER 7 #6 X1 2"HEX TEK TUBE FASTENERS MERIT FASTENER 0 8 #10 X2-1 2" DECK SCREWS CURB ANCHORS MERIT FASTENER 9 1/8 X3/16" GRIP ALUM. DECO RING FASTENER Mc MASTER—CARR LARGE FLANGE RIVET 10 * .020 GALV. TUBE RETAINER 11 DECO RING EXTRUSION 12 INNER PANEL .030 POLYCARBONATE INNER * THIS APPROVAL IS LIMITED TO THE. DOME AND THE ATTACHMENT TO THE 02 JOINT SEALING TAPE STRUCTURE AND THE ROOF. ALL OTHERS ARE NOT PART OF THIS APPROVAL, HIGH REFLECTIVE OALUMINUM ELBOW DOME SPECIFICATIONS 5 LENS RING ASSEMBLY / 91 " DOMF HEIGHT 9" PART NAME: TUBE RETAINERS ISHEET 7 OF 7 DRAWN BY: L. B. REED 24.500 0 0 LO 0 0 N X21 2�0 13.500- 21 " TUBULAR SKYLIGHT 0 10" TUBUL/ LO SKYLIGHT � X10.2 f , EXTERIOR RESEARCH&DESIGN,_LLC: Certificate of Authorization#9503 \IJ 1 EQ 353 CHRISTIAN STREET, UNIT#13 OXFORD,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 22:03/13/2017 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 Code 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 I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "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: it. The facsimile seal appearing was authorized by.Robert Nieminen, P.E.on 03/13/2017.This does not serve as an electronically "- Robert J.M.Nieminen, P.E. signed document. Signed,sealed hardcopies have been Florida Registration No.59166,Florida DCA ANE1983 transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. TrinityJERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity)ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose. QOTRINI-ry ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements.and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section PropertV 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 TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRI01111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 . PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties _ PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02" 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties 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,I.I.C. 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 2 of 14 QOTPuNITY E a 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-R1 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(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 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-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 . Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/LAffidavit 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,SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet. 4.2 Self-Adhering Underlayrrients: 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 P32060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-RZ6 Polyglass USA,Inc. Revision 22:03/13/2017 Page 3 of 14 T 1 ITY1E- r 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-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. 4.2.10 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 Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex 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 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 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 Niemi nen, 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,I.I.C. 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 4 of 14 O TRiTy ERp 5.5 Allowable Roof Covers: TABLe 1:�Rood GovF�i OPnoNs�°: Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes Slate &Shingles Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 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 NoYes YesNosystem) No No No (Base Sheet in 2-ply system) (Base Sheet n 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 PolystickTUP Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes Yes No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Nes 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 5.5.1) No Yes Yes or SA-APP Cap Sheet(FR) 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE UNDERLAYMENT COMBINATIONS) Adhesive Florida Product Underlayments Approval Convenience Products'Touch'n FL14506 Polystick TU Plus,Polystick TU Max Seal StormBond Roof Tile Adhesive Dow TileBondT1 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,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset®RTA-1 FL6276 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max t Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,I.I.C. 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 5 of 14 QTRINITYJ 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.OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch-applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: ➢ ASTM C1289, Type 11, Class 1 poi lyisocyanurate 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 tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanicallv Attached Base Laver: Polystick (all variations),Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self-adhered to: ➢ ASTM D226,Type I or II felt;Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D226,Type I or II felt;Elastobase; Elastobase P, Mule-Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch-applied to: ➢ 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 Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does,not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam-on 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. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polygla'ss USA,Inc. Revision 22:03/13/2017 Page 6 of 14 \JTRINITYIERD I 5.6.4.1 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. 5.6.4.2 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 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-APP 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: PG 100 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-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 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-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. Exterior,Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1126 Polyglass USA,Inc. Revision 22:03/13/2017 Page 7 of 14 J T III` 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 II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex 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 II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment 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,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 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.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-in6 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. 5.6.4.14 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-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. Exterior Research and Design,I.I.C. 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 8 of 14 I ( TRIN' ITY ER . 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: CMG#12 Standard Roofgrip with CMG 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. 5.6.4.19 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex 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-applied cap) Fasteners: . OMG#12 Standard Roofgrip or CMG#14 Heavy Duty with CMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and'6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 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 56 G,applied in full mopping of hot asphalt. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-RZ6 Polyglass USA,Inc. Revision 22:03/13/2017 Page 9 of 14 QJCTRINITY'ERD 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 underiayment) 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 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 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 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(4)equally spaced staggered center rows. Primer: PG100 or ASTM 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 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 tile systems carry a Maximum Design Pressure of-45 psf. Exterior Research and Design,LLC. Evaluation Report 1`12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 10 of 14 '\JTRINITYIERD' 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 1729 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the-limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS,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 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 daistobase,.Elastobase.P or Mule-Hide Nail Base: ' 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type II 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 witha layer of Polystick; Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile 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/TRI April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Exterior Research and Design,I.I.C. 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 11 of 14 T , 1 INITY ERD 6.4 Polystitk 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.Capr 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 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-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule- Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back-nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back-nailed. All seaklap seams (selvage laps) must be 9 4 �19M ' firmly rolled with -a minimum 28 Ib. hand roller to ensure full contact and adhesion. For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). 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-Ib weighted-Moller 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 Ib 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 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 I. 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 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 flat tile at slopes in excess of 5:12. Exterior Research and Design,I.I.C. 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 12 of 14 �TTFuNITY ERD 6.4.4 Two(2)PIy 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 isnot 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 GTU,Elastoflex S6 G or Elastoflex S6 G FIR:" R . 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the"Single Ply System"from FRSA/TRI April 2012 (04-.12) beneath mechanically fastened tile roof systems or the Hot.Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot-asphalt-applications, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6:6 Polyflex G olr Polyflex'G FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered'tile roof systems(Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-1126 Polyglass USA,Inc. Revision 22:03/13/2017 Page 13 of 14 QO TRINITY ERDi 6.7 Tile Staging: 6.7.1 . Tile shall be loaded and stagedin a manner that prevents tile 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: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ 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 Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HV HZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 14 of 14 SCIS Home ! Log In i User Registration Hot Topics i Submit Surcharge Stats&Facts Publications j FBC Staff I SCIS Site Map + Links i Search FIO,ida Product Approval 00%r lje:,USER:Public User . .. •• PrpJpc'A T l.1B p::> : rt'dl,o >Application DOtall FL# F1-1956-1112 ` Application Type Editorial Change Code Version 2014 Application Status Approved *Approved by DBPR.Approvals by DBPR shall be reviewed and ratified by the POC and/or the Commission if necessary. Comments Archived u Product Manufacturer TAMKO Building Products,Inc. Address/Phone/Email PO Box 1404 Joplin,MO 64602 (417)624-6644 Ext 2305 kerri__eden@tamko.com Authorized Signature Kerri Eden kerri—eden@tamko.com Technical Representative Kerr[Eden Address/Phone/Email PO Box 1404 Joplin,MO 64802 (417)624-6644 Ext 2305 kerrl_eden@ta mko,com Quality Assurance Representative Address/Phone/Emall Category Roofing Subcategory Asphalt Shingles Compliance Method Certification Mark or Listing Certification Agency UL LLC Validated By Robert].M.Nieminen,PE 0 Validation Checklist-Hardcopy Received Referenced Standard and Year(of Standard) Standard Year ASTM D3161 2009 ASTM D3462 2009 ASTM D7158 2008 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Date Submitted 09/17/2015 Date Validated 10/06/2015 Date Pending FBC Approval Date Approved 10/09/2015 Summary of Products FL# Model,Number Description or Name 1956.1 Elite Glass-Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL_956 R12 CC1r- FIFE R11 C ICAC Tamko Sery Cgnf FL 1956 2015_.Rdf HVHZ:No FL.956 R12 C CPC UL veru icathon 10-11-12.odf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A F(,>ig56 R12 II (-lass Seal Elite Gla s Seal apnn inst,l>-Cif Other:Asphalt shingles Verified By: Robert Nieminen 59166 shall be used only on roof Created by Independent Third Party: No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.2 Glass-Seal A three tab asphalt shingle. Limits of Use Certification Agency Certificate Approved for use In FL1956 P,12 C CAC FL1956 R)' C CAC Tanika,Sery Conf Fl '955 �IO15 odF HVHZ:No FL1956 R12 C CAC UL cert f aati0" 12. f Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A [L195fi Rig i! GiaSs Seal Eli! :,lass Seal ,.no inst.nti` Other:Asphalt shingles Verified By: Robert Nieminen PE 59166 shall be used only on roof Created by Independent Third Party: No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. 1956.3 1 Heritage A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in F1,1956 Rig C C:+C F'1956 R',', CCAC Tariko Serr Conf"L L956 201a.0_0_` HVHZ:No FIJ_q_S_Si__h12__C�\C U _cer�'_fic,, o_n_10-11 12.odf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A FL1956 R12 11 Hentaae D F I P app inst.rdf Other:Asphalt shingles LLL25�R12 ii Hyritage F apr, inst.odf shall be used only on roof FL1956 R12 II Heritage T app In 1 f slopes of 2:12 or greater. Verified By: Robert J.M.Nieminen FL 59166 Nails must be used as the Created by Independent Third Party: No method of attachment. Evaluation Reports Created by Independent Third Party: 1956.4 Heritage 30 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in X1956 R12 C C1±LC FL'--2.t—P,i_1 C_CAC_Ts7mko 5ry Conf FL 1956 20 F HVHZ:No FL1956 R12 C CAC lit, certification 10 11-1= (if Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A e_30 app inst aoril 10adF Other:Asphalt shingles FI-1956R1.2 11 herttaue 30 apo incl f aorii iG,p_df shall be used only on roof Verified By: Robert Nleminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.5 Heritage 50 A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in EL195G R12 C!y F41� o R ?_=CAC Tam j v Conf FL 1�5� 20i5.odf HVHZ:No FL1956 R12 C Cnk: 1Z cer:if cation 10 11 17_.odf Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A X1956 Rig f1 ht rit e_5_Q__@2a_inst_19pril_11L Other:Asphalt shingles FI I056 R12 13 hertaae 50 aoo incl f aril 10.odf shall be used only on roof Verified By: Robert Nieminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: ...........-----------.------------ --- -------- 1956.6 1 Heritage Premium A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL,956 R12.C CAC FLI 956 R!i C CAC Tamko Sery Conf EL1295-6-201 5-adf HVHZ:No FI 1956 P..i? C (7,A,: ,)I- r.prtification 10-11-2.od Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A P,12 if Herlt ' Premium Q P app inst.od Other:Asphalt shingles jrl-195j� R12_H_HPrLtac1 Premium F app-inst.pdf shall be used only on roof -jQn-La-ggPremium I�irst�df slopes of 2:12 or greater. Verified By: Robert Nlemlnen 59166 Nails must be used as the Created by Independent Third Party: No method of attachment. Evaluation Reports Created by Independent Third Party: 1956.7 Heritage Vintage A heavy weight dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use In LLJ_9566_R 2 C `'AC' FL1956 RI I CAC Taoiko Sery C:,onr FL 1956, 2 0 i 5.pd HVHZ:No EL: ,_a Ihj5g(Le�fn matrix t Approved for use outside Quality Assurance Contract Expiration Date HVHZ.,Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure.N/A Ddf Other:Asphalt shingles Verified By: Robert].M.Nleminen PE 59166 shall be used only on roof Created by Independent Third Party., No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party: method of attachment. I 1956.8 Heritage Vintage Hip and ridge shingles 12 X 12 Hip and Ridge Limits of Use Certification Agency Certificate Approved for use in FL?90 ..V C _L95c R11 C C C iarnkg 5-�rv _cnf -Lja5j6 2015-a!L -LA --FL L-_ HVHZ:No LJ-1956 R12_C CkC JL shinaLp---�iatnx WIF Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A F X56 R12 if TAMKO�L,' Heritaqe,'�, 12 x 12 Hip and Ridqe--ApDjjLaL,,o-rj Ins w&ti011 Other,Asphalt shingles Verified By: Robert J.M.Nlemlnen PE 59166 shall be used only on roof Created by Independent Third Party: No slopes of 2:12 or greater. Evaluation Reports Nails must be used as the Created by Independent Third Party; method of attachment. 1956.9 Heritage Woodgate A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in LLI)b _c —6P,12 I-_ L= 1,C-AC-�nlk SmQMf F—LQfib —015-AW- HVHZ.,No FI-1956 R!2 C CAC UL certification 10-11-12.pd Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressures N/A 1.,'ccodqa,,e D.agp Inst,D&f -- Other:Asphalt shingles LL125 -6-R!2 T1 Han Lqqe V"'goej k1st.rd shall be used only on roof Verlfled By:Robert Nlemlnen 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.10 1 Heritage XL A dimensional asphalt shingle. Limits of Use Certification Agency Certificate Approved for use in FL---956 EZI 2 C CAC FLI956 R"I ':. CAC Taniko Sery Con*-FL 1956 2015.oci HVHZ:No ELI 56 R12 C C."k —UL-c-r-ifiion I0-11-12 uff Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant:N/A Installation Instructions Design Pressure:N/A F1 195C R12 11 heritage xJ-a,.)r) inst-.L1 april 10.rd Other:Asphalt shingles FL1956 R!2 11 heritace x1 auo in.5t F a0ril 'O.pdf shall be used only on roof Verified By: Robert Nieminen PE 59166 slopes of 2:12 or greater. Created by Independent Third Party: No Nails must be used as the Evaluation Reports method of attachment. Created by Independent Third Party: 1956.11 Hip and Ridge Hip and ridge shingles I Shingles Limits of Use Certification Agency Certificate Approved for use InC CAC: Tawko Ser-y--(:=f-FL HVHZ:No —? C--(-6 C-U L-c r wn fucm d-f Approved for use outside Quality Assurance Contract Expiration Date HVHZ:Yes 09/17/2018 Impact Resistant,NIA Installation Instructions Design Pressure:N/A FI-1 Other:Hip and RidgeELI_2�r�jl shingles shall be used only F �i-LILi�P, 2 U_12 I 4X12 H qR CqLSgaljM�I[IuStrat_pjf on roof slopes of 2:12 or U_19�'2 greater.Nails must be used Verified By: Robert Nleminen 59166 as the method of Created by Independent Third Party:No attachment. Evaluation Reports Created by Independent Third Party: Brick PR Contact Us::2601 Stair Stone Flood.Tallahas5ee FL 37399 Phone*850-487-2824 The State o*f Florida Is an AA/EEO employer.Copyright 2007-2013 State of Florida,:;Privacy Statement::AscaLjjwjtL5jat9= Under Florida law,email addresses are public records.It you do not want your e-mail address released In response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mall.It you have any questions,please contact 850,487.1395,-pursuant to Section 4s5.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls provided maybe 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 45S,F.S.,please click here. Product Approval Accepts: a]Ri_R FRI-- M Credit Card Safe Application Instructions for FORMERLY HERITAGE'30 TAMKO HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED. TAMKO BUILDING PRODUCTS,INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS.FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY.SEE THE LIMITED WARRANTY FOR DETAILS. THIS PRODUCT IS COVERED BY A LIMITED WARRANTY,THE TERMS OF WHICH ARE PRINTED ON THE WRAPPER. IN COLD WEATHER(BELOW 40°F),CARE MUST BE TAKEN TO AVOID DAMAGE TO THE EDGES AND CORNERS OF THE SHINGLES. IMPORTANT:It is not necessary to remove the plastic strip from the back of the shingles. I.ROOF DECK S.FASTENERS These shingles are for application to roof decks consisting of plywood ; Extreme wind velocities can damage these or sheathing boards capable of receiving and retaining fasteners,and shingles after application when proper sealing of the shingles does to inclines of not less than 2 in.per foot.For roofs having pitches 2 in. not occur.This can especially be a problem if the shingles are applied per foot to less than 4 in.per foot,refer to special instructions titled in cooler months or in areas on the roof that do not receive direct "Low Slope Application".For roofs having pitches greater than 21 in. sunlight.These conditions may impede the sealing of the adhesive per foot,refer to special instructions titled"Mansard Roof or Steep strips on the shingles.The inability to seal down may be compounded Slope Roof'.Shingles must be applied properly.TAMKO assumes no by prolonged cold weather conditions and/or blowing dust.In these responsibility for leaks or defects resulting from improper application, situations,hand sealing of the shingles Is required.To insure quicker or failure to properly prepare the surface to be roofed over. sealing, apply 4 quarter-sized dabs of TAM-PRO@ SBS Flashing Cement,TAMKO or TAM-PROO Plastic Roof Cement,or TAMKO NEW ROOF DECK CONSTRUCTION:Roof deck must be smooth, Tam-Seal Adhesive,meeting ASTM D 4586,Type 1,on the back of dry and free from warped surfaces.It is recommended that metal the shingle 1 in.(25mm)and 13 in.(330mm)in from each side and drip edges be installed at eaves and rakes. 1 in.(25mm)up from the bottom of the shingle.Press shingle firmly into the adhesive.For maximum wind resistance along rakes,install PLYWOOD: All plywood shall be exterior grade as defined by any TAMKO starter shingle including sealant or cement shingles to APA-The Engineered Wood Association. Plywood shall be a the underlayment and each other in a 4 in.(102mm)width of TAM- minimum of 3/8 in.thickness and applied in accordance with the PRO@ SBS Flashing Cement,TAMKO or TAM-PRO@ Plastic Roof recommendations of APA-The Engineered Wood Association. Cement,orTAMKOTam-Seal Adhesive.Caution:Apply ONLY a thin SHEATHING BOARDS: Boards shall be well-seasoned tongue- uniform layer of adhesive less than 1/8 in.(3mm)thick.Excessive and-groove boards and not over 6 in.nominal width.Boards shall amounts can cause blistering of the shingles and may soften the asphalt in certain underiayments resulting in the asphalt flowing, be a 1 in. nominal minimum thickness. Boards shall be properly dripping and staining.Shingles must also be fastened according to spaced and nailed. the fastening instructions described below. 2.VENTILATION Correct placement of the fasteners is critical to the performance of the shingle.If the fasteners are not placed as shown in the diagram Inadequate ventilation of attic spaces can cause accumulation of and described below,this will result in the termination of TAMKO's ! moisture in winter months and a build up of heat in the summer. liabilities under the Limited Warranty.TAMKO will not be responsible These conditions can lead to: for damage to shingles caused by winds in excess of the applicable 1.Vapor Condensation mph as stated in the Limited Warranty.See Limited Warranty on the 2.Buckling of shingles due to deck movement. wrapper or tamko.com for details. 3.Rotting of wood members, p$ ENING�T_T9FF NS_Fasteners must be placed 6-1/8 in.from 4.Premature failure of roof, the bottom edge of the shingle,penetrating through the common bond,and located horizontally as follows: To insure adequate ventilation and circulation of air,the ventilation 1)Standard Fastening Pattern.(For use on decks with slopes 2 system must include inlets and outlets.This may be accomplished with in.per foot to 21 in.per foot.)One fastener 1 in.from each end and a combination of ridge and soffit vents or by using gable end vents. one 13-1/2 in.from each end of the shingle for a total of 4 fasteners. FHA minimum property standards require one square foot of net free (See Standard Fastening Pattern illustrated below). ventilation area to each 150 square feet of space to be vented.This may be reduced to one square foot of ventilation area per 300 square STANDARD FASTENING PATTERN feet if at least 40%and not more than 50%of venting is provided FASTENERS NAIL ZONE not more than 3 feet below the ridge or if a Class I or II vapor barrier COMMON is installed on the warm in winter side of the ceiling in climate zones eoNo 6,7,and 8 as recommended by the 2012 International Residential 6 1/g EEXPOSURES-5/8' Code.For more information consult your design professional.if the ventilation openings are screened,the total area should be doubled. 1 12-1/2"-+-12-3/8"-+- 12-1/2"-+ �-1„ iT IS PARTICULARLY IMPORTANT TO PROVIDE ADEQUATE VENTILATION. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.Com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 — ® (CONTINUED from page 1) FORMERLY HERITAGEe 30 TAMKO HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas,TX• Frederick, MD •Joplin, MO • Phillipsburg, KS 2) Mansard Fastening Pattern. (For use on decks with slopes be a minimum of 1-1/4 in,for new construction and 1-1/2 in.for greater than 21 in.per foot.)One fastener 1 in.from each end and reroofing thus allowing a minimum deck penetration of 3/4 in.The one fastener 8-1/2 in.from each end and one fastener 16 in,from Properly Driven Improperly Driven each end for a total of 6 fasteners per shingle.(See Mansard and underddven overdriven crooked High Wind Fastening Pattern illustrated below.) i.""►i MANSARD AND HIGH WIND WARRANTY FASTENING PATTERN _ Shingles NAILZONE Lt Decking FASTENERS COMMON :t Ir BOND p MI" 6 EXPOSURE 6.58° crown of the staple must be parallel to the length of the shingle. The staple crown should be driven flush with the shingle surface. l.-t" Staples that are crooked,underdriven or overdriven are considered 3)High Wind Warranty Fastening Pattern.(For High Wind Warranty improperly applied. Application requirements)One fastener 1 In. from each end. One CAUTIO ' ALL FASTENERS MUST BE DRIVEN INTO THE fastener 8-1/2 in.from each end and one fastener 16 In.from each NAIL ZONE COMMON BOND AS SHOWN IN THE FASTENING end for a total of six(6)fasteners per shingle. In addition to this PATTERN DIAGRAMS. shingle fastening pattern requirement for High Wind Application, TAMKO also requires the use of TAMKO starter shingles including 4.DNDCRhAYMENT sealant strip at eaves and rakes.Alternatively,along rakes,cement UNDERLAYMENT:An underlayment must be applied over the shingles to the underlayment and each other in a 4 in. (102 mm) entire deck before the installation of TAMKO shingles.Failure to add width of TAM-PROD SBS Flashing Cement,TAMKO or TAM-PRO® underlayment can cause premature failure of the shingles which is Plastic Roof Cement,or TAMKO Tam-Seal Adhesive.Caution:Apply not covered by TAMKO's Limited Warranty. ONLY a thin uniform layer of adhesive less than 1/8 in.(3mm)thick. Excessive amounts can cause blistering of the shingles and may Products which are acceptable for use as underlayment are: soften the asphalt in certain underlayments resulting in the asphalt Asphalt Saturated Felt Underlayments: flowing,dripping and staining. SuperX 30TTM Underlayment High Wind Application is offered on new construction or complete o TAMKO No.15 Asphalt Saturated Organic Felt tear-off applications only.It is not offered for recover applications. • Any TAMKO non-perforated asphalt saturated organic felt If High Wind Application requirements are not followed,the High • A non-perforated asphalt saturated organic felt which meets Wind Application Warranty MPH,as stated on Table I in the Limited ASTM:0226,Type I or II or ASTM D4869 Warranty,reverts to the Standard Application Wind Warranty MPH Specialty Underlayments: limit. (See Mansard and High Wind Fastening Pattern illustrated above.) • Tam-Shield° Synthetic Underlayment or Synthetic Shield Underlayment NAILS:TAMKO recommends the use of nails as the preferred method a TAMKO TW Metal and Tile Underlayment,TW Underlayment of application. Standard type roofing nails should be used. Nail and Moisture Guard Plus® (additional ventilation may be shanks should be made of minimum 12 gauge wire,and a minimum required. Contact TAMKO's Technical Services Department head diameter of 3/8 in.Nails should be long enough to penetrate for more information.) 3/4 in.into the roof deck.Where the deck is less than 3/4 in,thick, e A self-adhesive underlayment designed for use with asphalt the nails should be long enough to penetrate completely through shingles which meets ASTM D1970. plywood decking and extend at least 1/8 in.through the roof deck. Drive nail head flush with the shingle surface. For Asphalt Saturated Felt Underlgyments• Apply the felt when the deck is dry.On roof decks with slopes PP Y N Irmperly Driven Improperly Driven 4 in.per foot and greater apply the felt parallel to the eaves C=SS mindamota underdrwen overdriven croaked lapping each course of the felt over the lower course at least _— Fapl aII 2 in.Where ends join,lap the felt 4 in.If left exposed,the felt Shingloa s}} tt\\ \ may be adversely affected by moisture and weathering.Laying Decking of the felt and the shingle application must be done together. �'1/S'nominnl etWghl,good penetration, Inodeguato Ica chap.cuts iwdagaaln For All Other Specialty Underlayments: and nu:h with shln bamface natmDon IntostJngle anchorage realer I g nc On roof decks with slopes 4 in. per foot and apply P P 9 the underlayment parallel to the eaves in accordance STAPLES:If staples are used in the attaching process,follow the with underlayment written application instructions. The above instructions for placement.All staples must be driven with underlayment should not be left exposed for a longer period of pneumatic staplers.The staple must meet the following minimum time than is specified in the underlayments written application dimensional requirements.Staples must be made from a minimum instructions.The final roof covering must be installed before 16 gauge galvanized wire.Crown width must be at least 15/16 in. the structure is exposed to adverse weather conditions,such (staple crown width is measured outside the legs).Leg length should as wind driven rain,high wind,hail,ice storms,etc. (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09119114 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.com Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 o (CONTINUED from page 2) FORMERLY HERITAGE'30 ITANK01HERITAGE BUILDING PRODUCTS LAMINATED ASPNALT SHINGLCS Dallas,TX• Frederick, MD • Joplin, MO - Phillipsburg, KS In areas where ice builds up along the eaves or a back-up of water of shingle to start the fourth course and use the remaining 10-3/8 from frozen or clogged gutters is a potential problem,TAMKO's in.piece to begin the fifth course.Continue up the rake in as many Moisture Guard Plus'*, TW Metal and Tile Underlayment or TW rows as necessary using the same formula as outlined above. Underlayment (or any specialty eaves flashing product) may be The butt of the shingle should be aligned with the top edge of the applied to eaves,rakes,ridges,valleys,around chimneys,skylights sawtooth of the underlying shingle for a 5-5/8 in. exposure (see or dormers to help prevent water damage. Contact TAMKO's shingle application drawing illustrated on this panel):When you Technical Services Department for more information. make your final cut at the roof's edge,flip any pieces that are 8 in.or Substitute products as shingle underlayment should not be used. longer back onto the roof.These pieces can be worked in anywhere without creating zippers or color variations. S.APPLICATION INSTRUCTIONS NOTE:Do not align joints of shingle courses when working in cut STARTER COURSE;A starter course may consist of TAMKO Shingle pieces.Joints should be no closer than 4 in.from one another. Starter,TAMKO 10-inch Starter or self-sealing 3-tab shingles.If self- sealing 3-tab shingles are used,remove the exposed tab portion and install with the factory applied adhesive adjacent to the eaves.Attach I Cm lh.Cut t`o.a anmgla to m k 9•aad a 10 3111' Inrg,h.Cut a acmno enmgla to mnSn n 7J'ono the starter course with approved fasteners along a line parallel to A IB 3'8•10n9111, and 1.5 in.to 3 in.above the eaves edge.The starter course should overhang both the eaves and rake edges 1/4 in.to 3/8 in,if drip edge flashing is not used along the eaves or rakes,If drip edge flashing is present,install shingles even with the drip edge. Fat,ik circum wind Mfitl ca a"Ink",OSLO erq } TAIEI(OWderNtnota kduampfai'mlIWr m+teh'.n94a '•^�' m ufi&thy,mrd W4 mch amof m a 4'(103 mm)%fth of TAM-PAW,SUS naanin° Courant,TAMNO e,TAM-0ROh Umen manl Dad •• P1,0,Real Cernano or 1p1,IK0 T—Soal Aanafha. a _ Enve ga•Jih,g G adLna't aatwa:cJ fell Drip -..> j- g2Eegb appaenhonwrnnmhlenrrk!103le. i ad7a .................................................-.' Ai,)-..• evw�Ul:uu s'nng4e niltiV%ltS.o N 'k ph,r. la Rake�� \\- make fnu Caarvoc. Fo a neve 10C.Md 1.12•t.3' _�\ -� q Continuo n9f fig ymm r 9y across the root.t•Aten you rmke your frtan rYe cdga - 3.nml cul at Pn rmrs edge.Itp any pEcres that ata 8•or bn!ltt eau euro pp— p roof•TnoSe pterns can ne v»rkai In any,•ne:er::naul cmal`\ NOTE: onotsmNorts of she. NOTE:Do not agaaJaudd of no dos ctwrsoa-turn vn a ing in sloe C.z151ep x:m l2 shingle snutarsmps avetmrg Sell-sraWq Eava F_,cn Dip cep cut pkteas.Jolnts slwuW Do no Nocer than a-from one onomar. t .men fo'b+rw?.h M a—aryl mkaa am+eslue fecund Saip°hmeetmadsei,rlh the Irl't.]fall ra onto edge meirin 1•1r21.T tact wwtttte tame. C wig m R•saat.If't.tla almq ernes in-ravn edge edge 113aLsN i ;, ortakeedg° S.LOW SLOPE APPLICATION On pitches 2 in.per foot to 4 in.per foot cover the deck with two SHINGLE APPLICATION:Start the first course with a full size shingle and overhang the rake edge 1/4 in.if drip edge is not present.If layers a underlayment.Begin s applying the underlayment in e drip edge is present,align shingle edge with drip edge flashing.Cut by 1sheet width along the eaves and overhanging the drip edge 10-3/8 in.from a full shingle to form a shingle 29 in.long.Use this starter 1 er pi ce, o Place y ovefullrlapping sheet width over the ing sheet width to start the second course see diagram below).Cut a 23 in.Ion starter piece,completely overlapping it.All succeeding courses will ( 9 ) 9 he positioned to overlap the preceding course by 1/2-sheet width. shingle to start the third course.Use the remaining 16-3/8 in.piece a g 9 If winter temperatures averse 25 F or less, thoroughly cement P 9 9 itog• the laps of the entire underlayment to each other with TAM-PRO or TAMKO Plastic Roof Cement from eaves and rakes to a point of a least 24 in. inside the interior wall line of the building.As an B01g 163!8• tore 29° alternative,TAMKO's Moisture Guard Plus"',TW Metal and Tile T3, Underlayment, or TW Underlayment self-adhering underlayment may be used in lieu of the cemented felts, rake s9" 1s3/s,l z3• 9.MANSARD ROOF OR STEEP SLOPE ROOF 1o3/a• If the slope exceeds 21 in.per foot(60),each shingle must be sealed 5111.aurae with TAM-PRO® SBS Flashing Cement,TAMKO or TAM-PRO@ 23° 163/a• Plastic Roof Cement, or TAMKO Tam-Seal Adhesive immediately am,ro In a ts3/a• upon installation.Quarter-sized dabs of cement or adhesive must 3,d courao 23• be applied to shingles with a 5-5/8 in.exposure,use 6 fasteners per 2nd c mse z9• ZJ shingle.See Section 3 for the Mansard Fastening Pattern. islcoarse i 10.3/8•' leave-1 (Continued) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamkoeeom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 TAINK ® (CONTINUED from page 3) FORMERLY HERITAGE"30 0:1 HERITAGE® BUILDING PRODUCTS LAMINATED ASPHALT SHINGLES Dallas, TX • Frederick, MD • Joplin, MO • Phillipsburg, KS 8.BID-ROOFING 9.VALLEY APPLICATION Before re-roofing,be certain to inspect the roof decks.All plywood shall Over the shingle underlayment,center a minimum 36 in.wide sheet of meet the requirements listed in Section 1. Moisture Guard Plus°,TW Metal&Tile Underlayment,or a minimum It is not recommended to install laminated asphalt shingles directly 50 Ib. roll roofing in the valley. Nail the underlayment only where over existing laminated shingles due to the unevenness of the existing necessary to hold It in place and then only nail the outside edges. multi-layered shingles.The performance of the sealant feature may be IMPORIANt-PRIOR TO INSTALLATION WARM SHINGLES TO compromised,preventing the shingles from sealing properly.It is PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING acceptable to Install laminated shingles over existing three-tab strip SHINGLES TO FORM VALLEY. shingles which are flat and essentially intact.Nail down or remove curled or broken shingles from the existing roof.Replace all missing shingles After valley flashing is in place: with new ones to provide a smooth base.Shingles that are buckled usually indicate warped decking or protruding nails.Hammer down all Apply the first course of shingles along the eaves of one of the intersecting roof planes and across the valley. protruding nails or remove them and refasten in a new location.Remove all drip edge metal and replace with new. Note:For proper flow of water over the trimmed shingle,always If re-roofing over an existing roof where new flashing is required to start applying the shingles on the roof plane that has the lower protect against ice dams(freeze/thaw cycle of water and/orthe backup slope or less height. of water in frozen or clogged gutters),remove the old roofing to a point . Extend the end shingle at least 12 in.onto the adjoining roof. at least 24 in.beyond the interior wall line and apply TAMKO's Moisture Apply succeeding courses in the same manner,extending them Guard Plus°,TW Metal and Tile Underlayment,or TW Underlayment. across the valley and onto the adjoining roof. ContactTAMKO's Technical Services Department for more information. Measurements will vary when nesting over an existing 5 in.exposure • Press the shingles tightly into the valley. single roof:Call TAMKO Technical Services for further information. Use normal shingle fastening methods. The nesting procedure described below is the preferred method for Note:No fastener should be within 6 in.of the valley centerline, reroofing over existing metric size shingles with a 5-5/8 in.exposure. and two fasteners should be placed at the end of each shingle See description below: crossing the valley. Starter Course:Remove the tabs and an additional portion from the To the adjoining roof plane,apply one row of shingles vertically head of a full size shingle so that its height is equal to the exposure of facing the valley and 2 in.back from the valley centerline. the existing shingles.Position the resulting strip over the existing roof edge(with the factory-applied adhesive strip along the eaves). Cut Note: For a neater installation, snap a chalkline over the approximately 6 in.from the rake end and apply the remaining portion at shingles for guidance. theeaves.Continuathe starterstrip by applying full length shingle strips . To complete the valley, apply shingles on the adjoining roof cut to height as above,evenly along the existing roof at the eaves.The plane by positioning the tip of the first shingle of each row at existing roof should overhang the eaves far enough to carry water the 2 in.point from the centerline where the edge of the vertical off into the gutter,If this Is not the case,cut and apply the starter shingle has been applied,covering the vertical shingle. strip so that itwill provide sufficient overhang for proper drainage. >6 „,:% Mcimum30'vMesheet Valley centerline /• .! / %' 6>e, ofof/MMstst�ure Guard Pin, 1 Extra nail in �� ta11d•�\� \`•n,l �f' The or 80IN or and of shingle \• \ '�.-a/4'Y Lf `+' 4 heavier ro7 rooring Extend end shingle 12'-18'beyond \;'� �✓ �” Ja• / valley centerline odp edge naw:Jtlng!es' a y"`� 8'of centerline /� .�• Undedoyment � No faSerrasvnthin I I v First Course:Remove an amountfrom the butt edge of afull-sizeshingle / �® so that the remaining portion of the shingle fits between the butts of the t existing third course.This course must also be applied evenly along the eaves edge of the new starter strip. Place tip of shingle on the edge of the vertical shingle.2 inches back Second and Succeeding Courses:Remove 10-3/8 in.from the rake from valley cantedme and covering end of the first shingle in the second course,and continue with full the ve tica shingle. width shingles for the remainder of the course,placing the top edge of each new shingle against the butt edge of the old shingle in the course FOR ALTERNATE VALLEY APPLICATION METHODS, PLEASE above.This method should create an exposure of 5-5/8 in.after the first CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT course.When beginning the succeeding courses continue to follow the 800-641-4691. Heritage application instructions.(See section 5). (Contlnut:d) Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09/19/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.eom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 4 (CONTINUED from page 4) FORMERLY HERITAGE'30 TAMKO HERITAGE® BUILDING PRODUCTS LAMINATED ASPRA6T SHINGLES Dallas, TX• Frederick, MD •Joplin, MO • Phillipsburg, KS 10.HIP AND RIDGE FASTENING DETAIL Apply the shingles with a 5-1/8 in.exposure beginning at the bottom of the hip or from the end of the ridge opposite the direction of the prevailing winds.Secure each shingle with one fastener on each side, 5-5/8 In.back from the exposed end and 1 In.up from the edge. TAMKO recommends the use of TAMKO Hip & Ridge shingle products.Where matching colors are available,It is acceptable to use TAMKO's Elite Glass-Seal shingles cut down to 12 In.pieces. Fasteners should be 1/4 in.longer than the one used for shingles IMPORTANT. PRIOR TO INSTALLATION, CARE NEEDS TO BE TAKEN TO PREVENT DAMAGE WHICH CAN OCCUR WHILE BENDING SHINGLE IN COLD WEATHER. Direction of prevailing wind Start 5-1/8"exposure here-- i "Fastener Start here 5-1/8"exposure THESE ARE THE MANUFACTURER'S APPLICATION INSTRUCTIONS FOR THE ROOFING CONDITIONS DESCRIBED.TAMKO BUILDING PRODUCTS, INC.ASSUMES NO RESPONSIBILITY FOR LEAKS OR OTHER ROOFING DEFECTS RESULTING FROM FAILURE TO FOLLOW THE MANUFACTURER'S INSTRUCTIONS. FAILURE TO FOLLOW THESE INSTRUCTIONS WILL ADVERSELY AFFECT COVERAGE UNDER THE LIMITED WARRANTY. SEE THE LIMITED WARRANTY FOR DETAILS. IF YOU HAVE ANY QUESTIONS REGARDING THESE APPLICATION INSTRUCTIONS, PLEASE CONTACT TAMKO'S TECHNICAL SERVICES DEPARTMENT AT 800-641-4691. Information included in these application Instructions was current at time of printing.To obtain a copy of the most current version of these application Instructions,visit us online at tamko.com or call us at 800.641.4691. TAMK09,Moisture Guard PIusG).Tam-Shleld®,TAM-PRO®and Heritage@ are registered trademarks and SuperX 30 is a trademark of TAMKO Building Products,Inc. Central District 220 West 4th St., Joplin,MO 64801 800-641-4691 09119/14 Visit Our Web Site at Northeast District 4500 Tamko Dr., Frederick,MD 21701 800-368-2055 Southeast District 2300 35th St., Tuscaloosa,AL 35401 800-228-2656 tamko.eom Southwest District 7910 S.Central Exp., Dallas,TX 75216 800-443-1834 Western District 5300 East 43rd Ave., Denver,CO 80216 800-530-8868 i Y 20 SCIS Home j Log In User Registration Hot Topic I Submit Surcharge Stats&Facts Publications FOC Staff SCIS Site Map, Links i Search El "da r Product Approval K= e .USER:Public User Product Approvar Menu>Product or Application Search>Application List>Application Detail S • a FL# FL2847-R8 Application Type Revision Code Version 2014 Application Status Applied For Comments Archived 0 Product Manufacturer Lomanco,Inc Address/Phone/Email 2101 West Main Street Jacksonville,AR 72076 (501)982-6511 acarter@lomanco.com Authorized Signature Andrew Carter acarter@lomanco.com Technical Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville,AR 72076 (501)982-6511 Ext 361 acarter@lomanco•com Quality Assurance Representative Andrew Carter Address/Phone/Email 2101 West Main Street Jacksonville,AR 72078 (501)982-6511 Ext 361 acarter@lomanco.com Category Roofing Subcategory Roofing Accessories that are an Integral Part of the Roofing System Compliance Method Evaluation Report from a Product Evaluation Entity Evaluation Entity Miami-Dade BCCO-EVL Quality Assurance Entity Miami-Dade BCCO-QUA Quality Assurance Contract Expiration Date 09/04/2018 Validated By Miami-Dade BCCO-VAL Certificate of Independence Referenced Standard and Year(of Standard) Standard Year Miami-Dade TAS 100(A) 1995 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option C 1 � Date Submitted 08/16/2016 Date Validated Summary of Products FL# Model,Number or Name Description 2847.1 Lo-OmniRidge LOR9-4 Gun Nailable 4'Ridge Vent for 9"Cap Shingles Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R8 II LOR9-4 133 70110.Ddf Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:1.Refer to applicable building codes for required FL2847 RS AE LOR9-4 13070110.odf ventilation.2.Omni Roll Ridge Vent shall not be installed on roof hips.3.Omni Roll Ridge Vent shall not be connected at ridge intersection,nor within 12"of any side wall or roof protrusion,with a ventilation slot clearance of 12"from such obstructions.5.Omni Roll Ridge Vent shall not be installed on roof mean heights greater than 33 feet. 2847.2 Lo-OmniRoll LOP-30 30'Gun Nailable Shingle Over Ridge Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R8 11 LOP--30 13070111.Ddf Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other:1. Refer to applicable building codes for required FL2847 R8 AE LOR-30 13070111 Ddf ventilation.2.OmniRidge Vent shall not be installed on roof mean heights greater than 33 feet. 2847.3 OmniRidge OR-4 4'Shingle Over Ridge Vent Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL2847 R8 fI Lomanco OR-4-NOA 16051027.Ddf Approved for use outside HVHZ:Yes Verified By: Miami-Dade BCCO-EVL Impact Resistant:N/A Created by Independent Third Party: Design Pressure:N/A Evaluation Reports Other.1. Refer to applicable building codes for required FL2847 RS AE Lomanco OR-4-NOA 16051027 odf ventilation.2.OmniRidge Vent shall not be installed on roof mean heights greater than 33 feet. [tack NeXC Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA,/EEO employer.Cooyrlaht 2007-2013 State of Florida.::privacy Statement::Accesslbllity Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.if you have any questions,please contact 850.487.1395.•Pursuant to Section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The emalls 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 click here. Product Approval Accepts: Business iProfessional- 1 � �YYiP9dii�1 - BCIS Home I Login I User Registration Hot Topics Submit Surcharge Stats a Facts Publications I FBC Staff SCIS Slte Map Links Search Florida p Product Approval USER:Public User V ; Product Aooroval Menu>Product or Application Search>Aonlication Ll st>Appllcrtlon Detillll FL# FL5259-R26 Application Type Revision Code Version 2014 Application Status Approved Comments Archived ❑ Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,NV 89408 (570)384-1230 Ext 242 jakins@polyglass.com Authorized Signature James Akins jakins@polyglass.com Technical Representative James E.Akins Address/Phone/Email 555 Oakridge Road Humboldt Ind.Park Hazleton,PA 18202 (800)894-4563 akins@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 (954)233-1230 ALender@polyglass.com Category Roofing Subcategory Underiayments 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 04/24/2018 Validated By John W.Knezevlch,PE ❑ Validation Checklist-Hardcopy Received Certificate of Independence FI 5259 R26 COI 2017 01 COI Nleminen.odf Referenced Standard and Year(of Standard) SWndard � ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 FM 4474 2004 'c - FRSA/TRI April 2012 2012 TAS 103 1995 UL 1897 2004 Equivalence of Product Standards Certified By Sections from the Code I ' Product Approval Method Method 1 Option D Date Submitted 03/13/2017 Date Validated 03/22/2017 Date Pending FBC Approval 03/22/2017 Date Approved 06/13/2017 Summary of Products FL# Model,Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underiayments Limits of Use Installation Instructions Approved for use In HVHZ:No FI 5259 R26 II 7017 03 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R26.odf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party,Yes Other:1.)The design pressure in this Evaluation Reports application relates to one particular FL5 59 R26 AE 2017 03 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system(over concrete deck) R26.Ddf for use under foam-on tile systems(where Created by Independent Third Party:Yes the underlayment forms part of the load- path).Refer to ER Section 5.6.4 for other systems,other deck types and associated maximum design pressures.2.)Refer to ER Section 5 for other limits of use. Back Next Contact Us::201 Blair Stone Road.Tallahassee FL 32399 Phone:850-487-1824 The State of Florida Is an AA/EEO employer.Coovriaht 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement Under Florida law,emell addresses are public records.If you do not want your e-mall address released in response to a public-records request,do not send electronic mall to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-pursuant to section 455.275 (1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address If they have one.The malls provided may be used for official communication with the licensee.However email addresses are public record.it you do not wish to supply a personal address, please provide the Department with an mall 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 Product Approval Accepts: ®®®Ed Em Credit Card Safe I