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• Li... ..: t. — LOCD00000 000000000 y F- Z (T__. W 2 N W Z cx W N 'i3 _5. . . . W W 7-2 o) .i t C/) F— . ... .__... fi.011..... ,..... _. _..._., cn aW � as O a o Iilil > VWdW. W� c = .c 0ogdiv °' ° R w> ua � iErew D Wr•1 VJV/.... , VJ 1, • I.' 1. ti • cn w S (D..... e`gw Ca . . C M d W N 4To - 4 +9v Fes- •.v_. EXTERIOR RESEARCH&DESIGN,LLC. Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET, UNIT#13 OXFORD,CT 06478 (203)262-9245 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R23 150 Lyon Drive FL5259-R27 Fernley, NV 98408 Date of Issuance:02/24/2009 (570)384-1230 Revision 23:09/14/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the'requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity IERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity 1ERD 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: wl,,,,«,,,,,— /, ..------'---. .0.i 1:,..;.•41..t.,„',, • O A. Tr,.. Robert J.M.Nieminen,P.E. ' t"•-c zA •r_:,c The facsimile seal appearing was authorized by Robert Nieminen, '%c`s a•.,,0" ` P.E.on 09/14/2017. This does not serve as an electronically Florida Registration No.59166,Florida DCA ANE1983 :.,•5°;;;,,t�� signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity'ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.E.does not have nor will acquire,a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity!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. FILE COPY ' ) ' TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 5th Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3/1507.1.1 Physical Properties ASTM D226 2009 1507.2.4/1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 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(1ST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-R1 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 2 of 14 ry---.) TRINITY ERD Entity Examination Reference Date ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 i 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-SC13040.12.16 12/27/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD(TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 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/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018 4. PRODUCT DESCRIPTION: 41 Mechanically Fastened Underlayments 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass-reinforced,asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass-reinforced,APP modified bitumen base sheet. 4.2 Self Adhering Underlayments r 4., 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. 4.2.2 (Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface;meets ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with a polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 3 of 14 } cINlTYERb 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced,with a granular surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012. 4.2.7 Polystick Dual ProTM is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.8 Polystick Tile Pro' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970 and TAS 103. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual-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 p, Mecltanicaliy Fastened and/or Bonded Underlayments: ; 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand surfaced SBS modified bitumen back-side and granule-surfaced APP modified bitumen top-side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex 56 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'ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 4 of 14 TRINITY ERD 5.5 Allowable Roof Covers: 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 No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet In 2-ply system) Polyglass APP Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Iystic�MTS Yes Yes No Yes Yes Yes Poh,ticklR-Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No 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 56 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) 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 l.A ALLOWABLE TILE ADHESIVE/UNDERLAYMEM,BIN NT COATIONS1 _, , Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal StormBond Roof Tile Adhesive FL14506 Polystick TU Plus,Polystick TU Max Dow TileBond'" FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives 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 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6Th EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 5 of 14 fai . EkD ..... ... ... .._....... . .. ....... . 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 058 sheathing. New or existing plywood or 058 sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex 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 II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum-Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: > Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or Polyflex G FR torch-applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam-on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Layer: 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 6 of 14 „....,. TRINITY ER 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. #1. Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #2 Maximum Design Pressure=-97.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM 041 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 1Y4”ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1'A"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG100 or ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #5 Maximum Design Pressure=-315 psf: Deck: . Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #6 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM 041 Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #7 Maximum Design Pressure=-30.0 psf*: Deck: Min.15/32-inch 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. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #8 Maximum Design Pressure=-37.5 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. 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-R23 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 7 of 14 TRINITY ERD #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 56 G,applied in full mopping of hot asphalt. #10 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex G TU,applied in full mopping of hot asphalt. #11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,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. #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. #13 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #14 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #15 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #16 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 8 of 14 • TRINITY ERD • #17 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: 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 56 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #19 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3" Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #20 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #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 OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #23 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority.Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 9 of 14 I r . TRINITY ERo #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. Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. #25 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 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 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #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) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MIS,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 56 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 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 10 of 14 TRINITY ERD 5.9 Tile Slippage Limitations(TAS 103 per FRSA/TRI April 2012(04-121): When loading roof tiles on the underlayment in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. °'TABLE 2: TILE SLIPPAGE JLIMITATIONS FOR DIRECT DEC CTILE INSTALLATIONS • F , Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-tile stack 7:12 Lugged 8-tile stack(6 over 2) 6:12 Elastoflex 56 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS Flat or Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Flat 6-tile stack(4 over 2) 6:12 Polystick TU P Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SAP FR Flat or Lugged 6-tile stack(4 over 2) 4:12 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). .6.3 y= Elastobase,Elastobase Por Mule Hide Nail Base 6.3.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table 1. 6.3.2 Tile Applications: Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two Ply System"from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein,coupled with FRSA/TRI April 2012(04-12)Installation Manual. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 11 of 14 • .TRINITY ERD 6 4 Polystick MTS,IR Xe TU P,TU Plus,TU Max,Dual Pro,Tile Pro or MUX or Polyflex SAP,,PolyflexSAP FR,Mule-Hide 5A APP Cap Sheet or Mule Hide SA=APP:Cap Sheet(f R) 6.4.1 Shall be installed in compliance with the codified requirements for ASTM 01970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 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 seal-lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. 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). It2; � *,, 4 ti � aim iY View of Ovelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted-roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polvstick Dual Pro,IR-Xe or Polvstick MU-X): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.4.4 Two(2) Ply Underlayment Systems: Polystick MTS followed by Polystick MTS,TU P,TU Plus,TU Max,Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 12 of 14 TRINITY ERD 6 5 . Elastoflex G TU,Elastoflex 56 G or Elastoflex 56 Ga FR6 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 56 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 56 G or Elastoflex 56 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or Polyflex G FRr . .., . • 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Polyglass published requirements for 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 tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self-adhering membranes and before.loading of roofing tiles is forty-eight(48)hours. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 13 of 14 NI TRINITY ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C.61G20-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant� ... ' ';Specification_ tsl' ,„ , `_ . ,... • ,.. Prr�tioct �' M� �-, Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X - Hazleton,PA M-D 13-0004 Elastoflex G TU ASTM 01970 Polystick IR-Xe Hazleton,PA&Winter Haven,FL ASTM 01970&TAS 103 Polystick TU Plus ASTM 01970&TAS 103 Polystick TU Max Tuscaloosa,AL ASTM 04601,Type II Polyglass G2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970&TAS 103 Polystick TU P Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR ASTM 01970 Polystick Dual Pro ASTM D1970&TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex S6,Elastoflex S6 G FR ASTM D6222 Polyflex G,Polyflex G FR 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-R23 Certificate of Authorization#9503 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments;(570)384-1230 Revision 23:09/14/2017 Page 14 of 14 .. _.:Plotida.Bixiiding':Code Online. Page 1.of 3 ... ...,.' .. -ti.,:,.,,{,7;'":"..:*:.-41rt'•:,", ,,..."1.1, .-,..-4,4?,,,,',,,,r;....,s,.,,,-..",_'....,,,,"1;',....'-',',4%;:',.:;,,,,:, "4'4.tit4'''i .41.4 ..,,,,".,,..„.1 1/...--.- ' Ar';',:l. ,.,....,.r.L.,„''',. i',",.,.. I.,,..,°, :..,;`,; .,,. ' f. .,.,...1..,' ..,.•.„.,„, .'wleS,' -7,.'-'.,,.4s4:4. .BCIS.Home l 1.69.1n.1 User Registrsttcn. .Hot Topics 1 SubrnItaircharge .! Stets tl,Peers 1 Publications I PBCStaff 1. BCISSite.Map i Links -.' Search 1 -, dFi6r1C%:1 0-1,',Product Approval r , ,....U a'Pubticirer .' ' •NAI 7s.'.I '. ' ' . , . "• product Asoroyal MentA. .croduct'or ltiaat.CeSsn Serb>ttP.O.CIiCalbt">.' Prillcatiorl Detail FL... 4,- "FL7006-R10 Application:Type Revision .,-. . Versionode- 2017 Application:Status Apprio-Ved pproved by DBPR.Approvals.by DE.Pk shall be..revIewedand ratified by.thiaPDC,anclior,piz'Commission if-necessary. Comments, ' Archived 0. Product--Manufacturer 1KO Industries;Ltd , . . Address/Phone/Email :40.,-Hansen Road South .... . Bramptor,,N,ON-US L6W 3H4 (708)-496-2800: Ext 200 rhietz001dts mpabay.rr.com Authorized Signature Robert Metz rmetz,0.01@tampabeyrrr.com .. . Technical Represen4it(ve 'Bob:Metz . Address/phione/Einall REMCD•of Pinellas , , .. . . 456 AVila Circle--NE. $pint.PetersbUrg,,FL-33703 (727)-77,6-5261 rynetz001.0tampabaya-r.corn QualityAssuranCe:RepreSentatiVe Don Shaw Address/Phone/Email, IKO.:Industries LTD 1.201-tay Rd. . .,. .,... <Wilmington,DE 1.91398: •(717y 579-6706 dOn.shaii@itiO.corn, Category Roofing , ,. Subcategory' Asp.rialt;Sningles COmplia ace.Method 'Certification Mark or Listing , . .... .Lsng CertifiCatIon Agency FM'Ap-rithVals.-CER Validated,By Locke Bowden P.E. RI-Validation Checklist.,Hardcopy Received Referenced'Standard and Year(Of Standard) Standard Year ASTM D3161:mOdifliadtci I10:.friph 2016 .ApT11:D3462 2010 ASTM.D7.1.58:Clast...H 2011 . . .,.ASTM E108 2011 Equivalence of Product Standards'• Certified"pr http://www.floridabuilding:org/prtpr.2app.._dtiLaspx?param=3.vGEVXQwtDqs67mYBd2b3K,... 3/20/201.8. Florida Building Code Online Page 2 of Product Approval Method Method 1 Option A Date Submitted ;10/08/2017 Date'Validated 10/30/2017 Date Pending FBC,Approval Date Approved 11/01/2017 Summary of Products .011# •• Number or Name Description. 7006.1 • •inbridge HD, geb Laminated-architectural fiberglass aSphalt shingle m• d-Biltmore HD manufactured at IKO's Kankakee,IL;-Hawkesbury,Ont; Wilmington,DE;Sylacauga,ALand Toronto,Ont plaits Limits of Use 'Certification Agency Certificate Approved for use in HVHZ:Yes FL7006 R10 C CAC Letter-ASTM D3161 letter-(9-26- ApProved for use outside HVHZ:Yes 201,71foom FM.odf Impact Resistant N/A FL7006 R10 C CAC Letter-ASTM 03462 letter-(9-26- Design Pressure!'N/A 20171.pdf Other: FL7006 R10 C CAC Letter-ASTM E108 letter-(92 - Quality Assurance Contract ExpirationDate 12/31/2020 Installation Instructions FL7006 R10 II 1100-187-02-01 Letter-Installation Instructions for FEC F47006.0f Verified By: Duc T Nguyen 65034 Created by Independent Third Party: Na Evaluation Reports Created bY Independent Third Party: 7006.2 Hip and Ridge 12 Cap This Ise 12 x 12"fiberglass asphalt shingle used to cover the hip and/or ridge of an asphalt shingle roof system • , manufactured at IKO's Kankakee,-IL,Toronto,Orit.and Brampton,Ontario plants. Limits of Use Certification Agency Certificate , ApprOved for use in HVHZ:Yes FL7006 R10 C CAC 45ThD 3462-Shingle letter • Approved for'use outside HVHZ•:Yes 'Surveillance Audit Location-•(6-28-20171.0df Impact Resistant N/A F47006 Nio C CAC Letter-ASTM 03161 letter-(9-26- Design:Pressprer N/A .20171,from Ft1, 1,f Other: F47006' R10 C CAC Letter-ASTM 03462 letter-(9-26 2017).pdf F47006 R1.0 C CAC Letter-ASTM E108 letter-(9-26- 20171pdf Quality,Assurance Contract Expiration Date 12/31/2020 . Installation Instructions FL7006 R10 II Hip and Ridge Cap Shingle Installation Instructions.pdf FL7006 R10 II IK0-187-62-01 Letter-Installation Instructions for'FBC FL7086.1x1f Verified By: Duc T Nguyen'PE 65034 Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party: 7006.3 Leading Edge Plus Asphalt Shingle ;One piece fiberglass asphalt.shingle used asa starter strip at Starter Strip, the bottom of a roof system manufactured in Brampton and Hawkesbury,Ontario plants Limits of Use Certification AgencyCertificata Approved for use in HVHZ:,Yes ,FL7006 .R10 C CAC Letter-ASTM 03161 letter-(9-26- Approyed for use outside IHVHZ:"Yes 2017)from FM.pdf Impact Resistant N/A yL7006 R10 C CAC Letter-ASTM 03462 letter-(9-26- Design Pressure:"N/A •2017).pdf Other: FL7006 R10 C CAC Letter-ASTM E108 letter-(9-26- 2017)odf Quality Assurance Contract Expiration'Date' 12/31/2020 Installation-Instructions FL7006 R10 /I IK0-107-02-01 Letter-Instellation Instructions for'FBC FL7006.pdf FL7006 Nu) II Roofing-Products-Leading-Edge-Plus- Arielication-EN(1).pdf Verified BY: Duc rNguyen PE 65034. Created by Independent Third Party: No Evaluation Reports Created by Independent Third Party.: „ .http://www.floridabuilding.org/pr/pr_app.AtLaspx?pararn=wGEVXQwtDqse7rnYBd2b3K.,.. 3/20/2018 Florida Building Code Online Page 3 of.3 7006.4 Marathon Plus AR,Superglass Plus 3 tab fibeng lass asphalt shingle manufactured at IKO's AR. Brampton,Ontario,HavikesbUry Ont.,TOronto,Ont.; SylacaUga,AL and Kanakakee,IL plants Limits of use Certification Agency Certificate Approved for use in HVHZ:Yes FL7006 R10 C CAC Letter-ASTM D3161 letter-(9-26- Approved for use outside HVHZ:Yes 017)from FM.Odf Impact Resistant N/A Z00610 C CAC Letter-ASTM D3462 letter-(9-26- , Design Pressure:N/A 2017).adf Other: FL7046 R10 C CAC Letter-ASTM Etas letter-(9-26- 20171pdf Quality Assurance Contract Expiration Date 12/20/2020 Installation Instructions FL70Q6 P,10 U IK0-167-02-01 Letter-Installation Instructions for FBC EL7006pdf Verified By: Duc T Nguyen 65034 Created by Independent Thind Party: No Evaluation Reports Created by Independent Third Party: !Bork, 'Next] contact Us 2601 Blair Stone ioa<L Tallahassee ft 32399 Phone ti50-487.1824 The State of Florida Is an aAr0E0 employer.Coovricrht 2007-2013 State of Honda Privacy Statement: Accessblitv Statement::Refund Statement Under Made law,email addresses ore public records If you do not want your e-mail address released In reSponse to a public-records request,do not send elect onic mall to this entity Instead,contact the office by phone or by tradl trona!mall If you have any cper,ticas,please contact 1350 487,1395 "'Pursuant to Section 455 275(1),Florida Statutes,effective October 1 2012,licensees licensed Under Chapter 455,FS must provide the Department with an email adckess If they have one The mails provided may be used for official cammunica bon with the licensee However email addresses are calic reocrd.If you do not wish to supply a personal address;please provide the Department wlih an email address which can be made available to the public To determine If you are a licensee under Chaptet 455,F S,please click here Product Approval Accepts: 77,1 Lai 121 Credit Card Safe m.curit‘Mb nu( http://www.floridabuilding.org/pr/pr app dtl.aspx?param--wGEVX.QwtDqse7mYBd2b3K... 3/20/2018 CONSTRUCTION MATERIALS TECHNOLOGIES October 27, 2017 IKO Industries, Ltd 120 Hay Rd. Wilmington, DE 19809 Re: FBC FL7006 Sir(s), PRI Construction Materials Technologies has completed a technical review and attached sealed shingle instructions in compliance the 2017 Florida Building Code. This review was completed based on the receipt of following evidence from IKO Industries, Ltd: 1) IKO Shingle Application Instructions—3-Tab Shingles (EN-3Tab_AppIns_8AGXEFS-2012-11_reformatted 2013-02-rev07/13-Florida) 2) IKO Laminated Shingles Application Instructions (EN-Laminated_Appins_8TTEFS-2012-04_reformatted 2013-02-rev07/13-Florida) 3) IKO Hip and Ridge 12 Application Instructions (EN-HipandRidgel2_3HRTri-2013-08_reformatted 2013-08) 4) IKO Leading Edge Plus Shingle Application Instructions (EN-3LEP-Tri-2012-06_reformatted 2013-03) 5) ASTM D3161 Test Report(FM Approvals Project No. 3040947) The attached instructions should be used in conjunction with the published manufacturer's application instructions and applicable code. In the event the instructions conflict, these instructions shall govern. Statement of Independence: PRI Construction Materials Technologies and/or Duc T. Nguyen, FL P.E.do not have nor plan to acquire a financial interest in any company manufacturing or distributing products for which the test reports are issued. Signed: %,.// L', Signed: "1-Li- Brad Grryboy/sli IKO Installation Instructions for Asphalt Shingles Page 2 of 5 IKO Shingle Application Instructions — 3-Tab Shingles (ASTM D3161, Class F—IKO Marathon 25 AR and CRC Superglass M25AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT:Applied in accordance with building code requirements.For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping each preceding course by 19"or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING:Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads, long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed 6-1/8"above the butt edge,approx. 1"and 13"from each end and 1/2"above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt plastic cement placed under the shingle 2"above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-5/8". STEEP SLOPES a- 1' 1'y 4- 1-112 1-112 1 i SEALING STRIP d •—— • • --• • --• &N t1Y I I 1,GtTB'_ NAILS' \ NAILS CP- DO NOT NAIL INTO OR ABOVE THE SEALING STRIP PRI Construction Materials Technologies,LLC. 6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 e-mail:materialstesting@pricmt.com WebSite:http:Ilwww.pricmt.com IKO Installation Instructions for Asphalt Shingles Page 3 of 5 IKO Laminated Shingles Application Instructions (ASTM D3161, Class F—Cambridge, Cambridge HD, and CRC Biltmore AR) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. ROOF DECK: Solidly sheathed and fastened deck conforming to 2017 FBC. UNDERLAYMENT:Applied in accordance with building code requirements. For areas where the roof slope is less than 4" per foot down to 2" per foot, use 2 layers of underlayment conforming to building code requirements, the first sheet overlapping the eave protection by 19",followed by full 36"widths overlapping each preceding course by 19"or other Approved underlayments in accordance with the qualified application instructions. For areas where the roof slope is 4" per foot or greater, cover the deck with one ply of underlayment laid parallel to the eaves,with 2"horizontal laps and 4"end laps. Apply metal drip edges on top of any underlay along rake edges and directly to the deck along eaves in accordance with building code requirements. NAILING: Use galvanized(zinc coated)roofing nails, 11 or 12 gauge,with at least 3/8"diameter heads, long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per shingle placed in the nail line 7-3/8" below the top edge, approx. 1"and 13"in from each end. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. NAILING ON STEEP SLOPES:For steep slopes of 21"per foot(60°)or more,use 6 nails per shingle placed as shown below. Ensure that no nail is within 2"of a joint/cutout of the underlying shingle. Seal down each shingle at time of application with three 1"diameter(approx.size and thickness of a quarter)spots of asphalt plastic cement placed under the shingle 2"above the bottom edge and equally spaced along the shingle. Apply plastic cement in moderation since excessive amounts may cause blistering. CAUTION: Shingles should seal to the underlying course when the factory applied asphalt sealant is sufficiently warmed by the heat of direct sunlight. EXPOSURE: Installed shingles shall have a maximum average exposure of 5-7/8". NAILING-STEEP SLOPES APPLICATION Use six nails as shown. 7 3IB —► ♦— 7" 1" —► i ► eta 1" —► �— 1" —4 4 • _ NAIL LINE • •• •• • � NAILS CEMENT /- PROPER APPLICATION REQUIRES THAT THE NAILS PENETRATE BOTH THE OVERLAY AND UNDERLAY PORTIONS OF THE SHINGLE PRI Construction Materials Technologies,LLC. 6412 Badger Drive Tampa,FL 33610 Tel:813.621-5777 Fax:813-621-5840 e-mail.materialstesting@pricmtcom WebSite:http:/hvww.pricmtcom • IKO Installation Instructions for Asphalt Shingles Page 4 of 5 IKO Hip and Ridge 12 Application Instructions (ASTM D3161, Class F— IKO Hip and Ridge 12) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. Cut hip and ridge shingles into thirds, using the perforation marks as a cutting guide. These shingles are designed for a 5 1/8"(130 mm)exposure. (For a neater appearance,the top of each side of each piece has been factory trimmed on a 1"(25 mm)taper(see drawing). Bend each piece over the hip or ridge,and nail 5 5/8" (143 mm) above the butt edge 1" (25 mm) in from each edge, exposing each piece 5 1/8" (130 mm). Apply hip pieces starting at the lower end of the hip, working up toward the ridge. On hip roofs, apply ridge pieces starting at each end, meeting in the middle. On gable roofs, apply ridge pieces starting at the end opposite to the prevailing wind direction and continue to the other end. Note:To obtain a three-dimensional effect,(which is recommended,but not required),apply hip and ridge shingles double thickness by stacking 2 pieces on top of one another,the lower piece extending about 3/4" (19 mm)further than the top piece(see diagram).The final shingle should be set in cement,and the exposed nail heads of the final shingle should be covered with cement. Prior to application in cold weather, storing the shingles in a heated area will allow for easier bending. NOTE:SHINGLES MUST BE APPLIED PROPERLY.THEY ARE DESIGNED FOR USE AS HIP AND RIDGE SHINGLES ONLY, AND SHOULD NOT BE USED FOR ANY OTHER APPLICATIONS. WE ASSUME NO RESPONSIBILITY FOR LEAKS OR DEFECTS RESULTING FROM POOR APPLICATION OR FAILURE TO PROPERLY PREPARE THE SURFACE TO BE ROOFED OVER, OR FAILURE TO PROVIDE PROPER VENTILATION IN ACCORDANCE WITH MINIMUM PROPERTY STANDARDS REQUIREMENTS.REVIEW ALL APPLICABLE BUILDING CODES,MINIMUM PROPERTY STANDARDS,AND REQUIREMENTS PRIOR TO APPLYING THESE SHINGLES USING THESE APPLICATION INSTRUCTIONS. i (T3 2 13;m) 09 mm) H 'J---\ // TAPE1i CUT f \ 1 A..:,:>, `� .\ iik e38° (762 mm) PRI Constmction Materials Technologies,LLC.6412 Badger Drive Tampa,FL 33610 Tel:813-621-5777 Fax:813-621-5840 a-mail:materialstesting@pricmtcom WebSite:http:/taww.pricmtcom • IKO Installation Instructions for Asphalt Shingles Page 5 of 5 IKO Leading Edge Plus Application Instructions (ASTM D3161, Class F—IKO Leading Edge Plus) NOTE: THESE INSTRUCTIONS SHALL BE USED IN CONJUCTION WITH IKO'S PUBLISHED APPLICATION INSTRUCTIONS AND THE APPLICABLE CODE. IN THE EVENT THE INSTRUCTION CONFLICT,THESE INSTRUCTIONS WILL GOVERN. 1. Apply any underlayment, eave protection,valley flashings, or drip edges to roof deck as required. 2. Each 39 3/8"x 131/4"(1000 mm x 336 mm)IKO Leading Edge Plus strip is perforated lengthwise for separation into two(2)shingles.Take one IKO Leading Edge Plus strip and fold flat at perforation to separate. 3. Take one of the separated shingles 39 3/8"x 6 5/8"(1000 mm x 168 mm)and remove approximately 20"(500 mm). Install this shingle on the lower left corner of the roof deck, granule side up,with the factory installed sealant adjacent to the eaves.The shingle should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge and 1"(25 mm) in from each end. 4. Take the leftover 20"(500 mm)piece shingle.Rotate the piece and align it vertically up the rake edge with the factory installed sealant adjacent to the outer edge of the roof.The shingle should overhang the rake edge by a nominal 1/4"(6 mm)minimum. Fasten the shingle to the roof deck with fasteners located 3"to 4"(75 mm to 100 mm)from the rake edge and 1" (25 mm) in from each end. 5. Repeat Steps 3—4 for the right lower corner of the roof deck. NAILING: Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,with at least 3/8"(9 mm)diameter heads, long enough to penetrate through plywood or 3/4"(20 mm) into boards. Use 4 nails per shingle placed 3"to 4"(75 mm to 100 mm)from the eave edge and approximately 1"and 13"(25 mm and 330 mm)in from each end. 6. Apply full-length IKO Leading Edge Plus shingles to the remaining eave edges of the roof deck.Install the shingles granule side up with the factory applied sealant adjacent to the eaves. The shingles should overhang the rake edge and eaves by a nominal 1/4"(6 mm)minimum.Fasten the shingles to the roof deck with nails located 3"to 4"(75 mm to 100 mm)from the eave edge,4 nails per shingle. 7. Apply roof shingles as per the instructions printed on each product's package. Make certain the first course of field shingle lies flush with the edges of the fastened IKO Leading Edge Plus. In this way, the sealant on the IKO Leading Edge Plus shingles will adhere to the first-course field shingles and help keep them from lifting in high winds. PRI Construction Materials Technologies,LLC. 6412 Badger Drive Tampa,FL 33610 Tel:813.621-5777 Fax:813-621-5840 e-mail:materialstesting@pricmt.com WebSite:http:/Mnvw.pricmtcom - .A , A .. ; A..., ..„/... ,; ,. , .„ ,,,- ,-,: 1#72°,75'`-"''','-':-.. : :.7 .-- 7 ,,,,,,,, ,, 4.0,41,",,,, - -,...4,..... 0 . -,, ,,r1,, • .°,'*..1 '.'''''—' ,,,,• '"",,,'.` :,' •• ' t e < ,'.•.: ..•ir4fi..-.(A'Cio,45, ..'•,;•—!..0 '...'4,•;,'..W,:!:,,, ,L???"- .,4.. - 1.7, - , .1•,°. •,--;—_-.. ,tiL. ...-,-..--&2'. ef.• ,1---,7.,7.-i• -1!-..-A* p,t,,,,- • It .t, v',9''''- •;-%. 1 r ,,,,, itegulg 'a . ......._ .. 44;,°,4:1 '-"agt: '-'4' [:'-''',' P41A--.1.'-'' .,,--," i ': r3ftklog,,,..mburtow ,#*ftly.t•-eiritio SCES Home I Log In I !Jag"Registration I Hat TpMcs I Submkpattheme 1 State&Fact; I Pub!Icatiens.1 Fat Staff I.•BCIS pita Map 1 ,LInks.I Seareh Flortr i .1 d , I. .‘(..., pmd,,,,....,„,,„,,,,„..,„L,..br""g9,1r1 or ArIG4it4tiOrl So‘ir h.>Ailn 1 i r it On I i0>Application Detail .• . .. . ..•.. ••• ' 7,-,1",*P-•' ::::: ::.°;6,;;IW . 'FL•#' f1.2418'R10 • Applitation Type Affirrriatioh Code Version .2017 Application Status Validated Comments Archived r.....:, Product Manfifattifrer, Maxim IndUStries„Iric. Address/Phone/EMail 1630 Terre..Caony-Court lianas,-fX 75212-6221 (214y.905-2621. ' . Info©rnaXIniskylights:corn Authorized Signature. .David'Thernton 1rifo@rnaximskylightsxom TethniCal RepresentatiVe• .Address/phopeginall Quality Assurance Representative Address/Phone/Email Category Sicy'LiO1'Its Subcategory "Skylight Compliance Method CertificatiOn.Markor„Listing 'Certification Agency National Accreditation&Management Instittite . , . . Validated By National,Accreditation&.-Management Institute 'Refereheed.Standard'apo Year(of Standard) St a ndard .Year TAS 2..01. 4;394 TAS 202. 1994' TAS 203 1994 Egtiivalente,ofproduct Standards Certified By lif•I affirm that there are no changes.in the new Florida'Building Code'which:affett-my product(s)and my.product( )are in compliance-with the:..new florida building Code. DocuthentationfroM approved-.Evaluation.or-Validation'Entity' ?Yes .•:..,No '.'.''N/A FL2418 R.1Ci COC FL,24113-R10-Affirmation:odf ProdUct-Appnwal Method Method 1 Option A Date Submitted 02/22/2018 Date Validated 02/22/2018 Summary of Products FL# Model,Number or Name Description 2418.1 .DaiieJ Curb Mount Skylight polycarbonate Glazed Aluminum Skylight Limits of Use Certification AfiencY Certificate Approved•for use in HVHZ:Yes P12418 R10 C CAC NT009198A-R4.ndf Approved for use OutSide'fiVfa:Yes Quality Assurance Contract Expiration Date Impact Resistant:ye.s 12/31/2017 Design Pressure: +60/u60.: Installation Instructions Other: F12418 R10 II DCM1507.odt Verified By: National Accreditation&Management Institute Created by Independent Third Party: Evaluation Reports FL2418 R10 AE Evaluation Reoort TBA 15-0715.01.odf Created by Independent Third Party:Yes 2418.2 Dade Self Flashing Skylight Polycarbonate Glazed Aluminum Skylight Limitx.of Use Certification Agency Certificate Approved for use in'FIVFIZ:Yes FL2418 RID C CAC NI009198-84,odf Approved for use outside 11V1i2:Yes Quality Assurance Contract Expiration Date Impact Resistant Yes 12/31/2017 Design Pressure: +60/-60- Installation Instructions Other: FL2418 R10 II DSF1507.pdf Verified By National Accreditation&Management Institute Created by Independent Third Party Evaluation Reports F 2418 R10 AF Evaluation Report TBA 15-071 0 .odf Created by Independent Third Party: Yes 16'1'1 l''''"c11 Contact Us::2601 Blair Stone Road Tallahassee Ft.32399 Phone 850-487-1824 The State of Florida Is an WEED employer.ronvrroht 2007-7113 State of Florida, Privacy Statement Accessibility Statement•:Fefund Statement Under Florida law,entail addresses are public records.If you do not want your e-mai address released in response to a public-records request do not send electronic mai to this entity.Instead,contact the office by phone or by traditional mal.If you have any questions,please contact 850A87.1395.*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 ernals provided may be used for official communksatIon,with the licensee hloweVer emai addresses are public record.If you do notwish to supply a personal address,please provide the Department-1,0th an email address which can he made available to the public.To determine if you are a lkensee under Chapter 455,F.S., please click here. Praduct Approval Accept:51 Credit Card Safe seciiritymFrmeq- MAXIM INDUSTRIES, INC. 0 Li 5 N DADE SELF FLASHING SKYLIGHT z N g = z - LL () E. LL J O r L1.1 Q U w 3°MAX.FROM 12°MAX. CORNERS TYP. O.C.TYP. O r'1 T I GENERAL NOTES: rn • • • • • -. • • . 1.This Product has been designed and tested to conform to the requirements as determined In the Florida Building Code 5th Edition(2014). LLco V w 2.This product Is designed for within and outside High Velocity Hunicane Zone. J 2�d • • _I N i. 8 • 3.The Details and specifications shown herein represent product engineered and tested for water, to o air,Impact,cyclic and uniform static air pressure testing in conformance with TAS 201,TAS 202, v N E TAS 203. w- O • • 4.When used in areas requiring wind borne debris protection this product complies with Sections o -6 cn o > 1609.1.2 and 1626 of the Florida Building Code 5th Edition(2014)and does not require an impact cf) m _1 r o resistance covering. Q o A m N t �—• • 5.Building structure must be designed by licensed professional engineer to carry the loads applied c 5 v m co j 0 o from this product 08 Q o m rn o • z z __ O w6.All anchors to surrounding structure to be as listed and spaced as specified in these drawings,any c E o o a substitutions shall be approved by licensed professional Engineer. E U r 3 • • ¢ 33 d , 7.Skylight Material is 6063-T6 Extruded Aluminum.Skylight Inner and Outer Dome Material is rn 0 d COPolycarbonate,NOA#12-0605.05. y pc�l) a U bm 8.Substrate material:Wood,minimum specific gravity of 0.42. f� • • - • �tttllttrpaaao Ooo�vv OAE 8 AN • • DESIGN PRESURE RATING(PSF) IMPACT RATING NO°0981.4 360.0 LARGE MISSILE IMPACT M0: 7,/)1' STATE OF ,•41 40 v p • • • • • • • THEODORE BERMAN.P.E. N0.09814 07/10H5 44.50°MAX.OA D.L.O.WIDTH I DATE: 07/10/15 54°MAX.OA FLANGE WIDTH DWG#: DSF1507 ELEVATION AND ANCHOR LAYOUT SCALE: N.T.S. SHEET: 1 of 2 - 1 Minimum#12 X 1.25"fastener by others.Pre-punched installtion holes 4"from each corner,maximum 10.5"on center.Minimum penetration=I". • 2 .060"X 1.5"X 1.75"6063-T6 extruded aluminum retaining angle.Aluminum angle mitered and welded @ four corners. E 3 52.5"X 100.375"UV Enhanced outer polycarbonate dome @ 8"height on test sample.(height varies per size) U 5 4 52.5"X 100.375"UV Enhanced inner polycarbonate dome @ 4"height on test sample.(height varies per size) z O N 5 OSI PR256 urethane sealant.Located between aluminum retaining angle and outer dome&between inner dome and aluminum frame. x U N 6 • Sealant tape.1"X.125"located between outer and inner domes. g= r- 7 6063-16 extruded ainminum frame.Aluminum frame mitered and welded @ four comers. u_0 rn 8 #12 X 1.75"fastener.One fastener located equidistant from each comer.Four fasteners per skylight. u_-- D 0 9 #10 X.375 18-8 stainless steel fastener.Located 4"from each comer,maximum 11"on center. w Y n U 4.1 10 All units equal to or less than the total square footage or the test specimen,36 square feet,will be accepted under this approval. w 11 Minimum distance=4"from angle lip to roof surface for shingles or BUR without insulation.For insulation and tile roof add tile height and insulation ❑ 8 thickness to the 4"minimum height. a F Ca -.- rn rn 0 Outer Polycarbonate Dome U -J #12 Stainless Steel Fastener with J o ® Inner Polycarbonate Dome ® �y 1LO` neoprene gasket.One fastener E located equidustant from each It '5 "a. 8 le 5 .. corner.(Four fasteners per U ti Cl) m O2 .060"Extruded Aluminum Sealant O _ skylight) O o .o el o Retaining Angle � Sealant Tape © N LL a I • #10 X.375"stainless steel fastener @ Q 2 a>,' o o Sealant Tape© 4"from each corner,maximum 11" 0 C o CCD 2.. Q_Condensation Gutter � �on center. t� - 0 m 2 0 ,.J ca @r mvc .060"Aluminum Frame O E 1 N E.,_, N N -❑ U rn N H Design Pressure: 60psf+/- Minimum#12 X 1.5" - _a�AJ,pOREisuhl�� . Test Pressure: -120psf & +180psf 11 fastener.Installation -•:: ,�:.,�; vvCt=NSF'917 1. '''...-9.,,L1 - holes 3 from each O ,2 NO t)88t+L corner,maximum 12" = r ?,�a ii 4 3"Installation Flange on center.Minimumr":::::? -a = penetration=1". STAT'E OF ::ltl�� THEODORE BERMAN.PE .al:Nk =a, A`,::.:f-. --• -.jeAcireitAtZir,.., j- ,v7;.-f--..--,,,..er-,:.1 NO.09814 1 07/10/15 I} 1 Self Flashing Model DATE: 07/10/15 Roof deck and framing by others.All roof details shall comply with all DWG#: DSF1507 sections of the Florida Building Code SCALE: N.T.S. and Florida Residential Code. SHEET: 2 of 2