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Home My WebLink AboutNOAMIAMI-DADE-,',,'; DEPARTMENTOF REGULATORY AND ECONOMIC RESOURCES (RER) BOARD AND CODE ADMINISTRATION DIVISION NOTICE OF ACCEPTANCE (NOA) Eagle Rooting Proclucts LLC 1'.)75 East C.R. 470 Suniterville, FL 33585 NIIAMI-DADI, , . . , ( ou." I PRODucT CONTROL SECTION It 805 SW 26 S11-elt, Reoni 208 Miami� Florida 3317-5-2474 T (786)315-2590 F (7�6) 3 15-2591) BY St. Lucile Countiv SCOPE: This NOA is being issued under the applicable rules and regulations governing the use OfC011.StrLlCIiOIl inatei ials. The documentation submitted has been reviewed and accepted by Miami 'Dade County RER -Product Control Section to be used in Mianii-Dadc County and other areas where allowed by the Authority Having Jurisdiction (AH.1). This NOA shall not be valid after the expiration date stated below. The Miarrii-Dadc County Product C'()Iltl oI Sectioll (in Miami -Dade County) and/or the AHJ (in areas othei than Miami-Dadc County) reserve -the to ha\ C this product or material tested lor quality assurance purposes. If this product or material fails to Perforill ill the acccined inanner, 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 nicet the requirements of the applicable building code. This product is approved as described herein, and has been designed to comply with the Hot ida BUilditil- Code including the High Velocity Hurricane Zone of the Florida Building Code. DESCRIPTION: Bel Ali,, Bel Air Double Eagle, Ponderosa, Ponderosa Double Eagle, Golden Ea,,le Low Profile Concrete Tiles LABELING: Each unit shall bear a permanent label with the manufactUrer's name or lo,�o. city, state and following statement: "Milinii-Dadc 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 bQCn no ChWille in the applicable building code n"latively affectin1g, the performance of this product, TERMINATION of this NOA will occur after the expiration date or if there has been a revision or cllan�,,c in the materials, use, and/or InallUffiCtUrc of the product or process. Misuse of this NOA as an endorsement ofally 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 bv the expiration date may be displayed in advertising literature. If any portion ofthe NOA is displayed. then it shlill be dolle 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 # 12-0430.04 and consists of pages I through 10. The submitted documentation was reviewed by Gaspar J Rodriguez. NOA No.:15-0223.18 Expiration Date: 10/05/16 Approval Date: 09/24/15 Page I of 10 ROOFING ASSEMBLY APPROVAL Category: Sub Category: Material: I. SCOPE: Roofing Roofing Tiles Concrete This approves it 'low "00fill' system usirug "Low Profile Concrete Tile" as inanuffietured by Eagle Roofing Products LLC ill Surnterville, FL and described in Section 2 of this Notice of Acceptance. Foi locations where the pressure requirements, its determined by applicable Building Code does 1101 exceed the desi-il Pressure values obtained by calculations in compliance with RAS 127 Usill- the values listed in section'4 licircin. The attachment calculations shall be done as a moment based system. - 2. PRODUCT DESCRIPTION: Manufactured bv Test Product Anlicant Dimensions Specifications Description Bel Air Concrete Ti Ic L = 17" TAS 112 Flat profile concrete rooftile equipped with two W = 12 1/4" nail holes. For adhesive set. direct deck or Thickness = V21, battened nail -on applications. Bel Air Double Ea.gle L = 17" TAS 112 Flat profile concrete roof tile equipped with two Concrete Tile W = 12 '/4" nail holes. For adhesive set. direct deck- or Thickness = V2 battened nail -on applications. Ponderosa Concrete Tile L = 17" TAS 112 Flat piofilc concrete roof tile %v;tll �Iate finWl W = 12 114" equipped with two nail holes. Foi adhesive set. Thickness = 1/2" direct deck or battened nail -on applications, Ponderosa Double Engle L = 17" TAS 112 Flat profile concrete rool'tile with shake finis]) Concrete Tile W = 12 114" equipped with two nail holes. Fol acillesive set. Thickness = 1/2" direct deck or battened nail -on applications, Golden Eigle Concrete L = 17" TAS 112 Flat profile concrete roof tile bruslied finish Tile W = 12 114" equipped with two nail holes. For adhesive set. Thickness = 1/2" direct deck or battened nail -on applications. Trim Pieces L varies TAS 112 Accessory trim. clay roof pieces 1,61 use al llips. W varies rakes, ridges and valley terminations. varyinS thickness Manufactured for each tile profile. NOA No.:15-0223.18 MIAMI-DADECOUN Expiration Date: 10/05/16 Approval Date: 09J24/15 I)a,,,c 2 of 10 2.1 EVIDENCE SUBMITTED: Test A,,,enev Test Identiflej Test Name/Repor Date PRI Asphalt Technolo"ics ERPF-001-02-01 TAS 112 Redland Technolog les 7161-03 Static Uplift Testing ALI g- Dec. 2 0 0 6 Appendix Ill TAS 102 1991 Rcdland Tcchnolo�,ics 7161-03 Static Uplift Testhuz Dec. 1991 Appendix III TAS 102(A) _ Redland Technolooies 7161-03 Wind Tunnel Testing Dec. 1991 Appendix 11 TAS 108 (Nail -On) Redland Technologies P0402 Withdrawal Resistance Testim, of.sclex�, N,s. Sept. 1993 smooth shank nails Redland Technologies Letter Dated Aug. 1, Wind Tunnel Testing ALI". 1994 1994 TAS 108 (Nail-On)� Redland Technolouics P09647-01 Wind Tunnel Testing A I 1,,,. 1994 TAS 109 (Mortar Set) The Center for Applied 94-084 Static Uplift Testing Nlav 1994 Enginecriju,, hic. 0 TAS 10 1 (Mortar Set) The Center for Applied 25-7094-(2� 5, & 8) Static Uplift Testing Oct. 1994 Engineering, Inc. TAS 102 The Center for Applied 25-7183-(5 thru 6) Static Uplift Testing Feb. 1995 En.ginecrino. Inc. TAS 102 The Center for Applied 25-7214-(1, 5 , & 8) Static Uplift Testirig Miarch. 1995 Enginecring, Inc. TAS 102 The Center for Applied 25-7487-2 Static Uplift Testing Dec. 1995 Enuinecrino, Inc. TAS 102 The Center for Applied 25-7496-(l & 4) Static Uplift Testing Dec. 1995 Engincering, Inc. I TAS 102 The Center for Applied 25-7804-6 Static Uplift Testing Sep. 19% Engineering, Inc. TAS 102 Cclotex Corporation Testing 520109-1 Static Uplift Testing Dec. 1998 Service 520111-4 TAS 101 Cclotex Corpora(ion Testing 520191-1 Static Uplift Testing March 1999 Service TAS 101 Walker Engineering, Inc. Calculations Aerodynamic Multiplier Sep.2006 Walker Engincerino, Inc. Calculations Restorina Moments Due to Gravity Sep. 2006 NOA No.: 15-0223.18 Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 3 of 10 3 LIMITATIONS: 3.1 Fire classification is not part of this acceptance. 3.2 For mortar or adhesive set tile applications, a static field uplift test in accordance with TAS 106 shall be required, refer to applicable Building Code. 3.3 Applicant shall ictain the scivices of a Miami -Dade County Certified Laboratory to perform qUalerly test in accordance with TAS 112, appendix 'A'. Such testing shall be submitted to the Mianii-Dade County Product Control Section for review. 3.4 Minimuni Linder] ayinent shall be in compliance with the applicable Roofing Applications Standard lisle( section 4.1 herein. s 1 3.5 30/90 hot mopped Linderlayment applications may be installed perpendicular to the r00f`S10pC UnICSSStated otherwise by the Undcrlayment material manufacturers published literature. 3.6 This acccptarice is for wood deck applications. Minimum deck requirements shall be in compliance with applicable Building Code. 4 INSTALLATION: 4.1 Eagle Roofing Products LLC Bel Air, Bel Air Double Eagle, Ponderosa. Golden Ea.gle. Pondcrosa Double Ea -le Flat Concrete Roof Tiles and its components shall be installed in strict compliance with Roofin,,, Application Standard RAS I 18, RAS 119 and RAS 120. 4.2 Data For Attachment Calculations Table 1: Average Weight (W) and Dimensions (I x w) Tile Profile Weight-W (lbf) Length -I (ft) Width-w (ft) Bel Air, Bel Air Double Eagle, 1 �14 1.42 - 1.03 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile Table 2: Aerodynamic Multipliers -,\ (ft3) Tile Profile A (ft3) \ (ft3) Batten Application Direct Deck Application Bel Air, Bel Air Double Eagle, 0.301 0.278 Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile NOA No.:15-0223.18 Expiration Date: 10/N�/16 Approval Date: 09/24/15 Page 4 of 10 Table 3: Restoring Moments due to Gravity - Mg (ft-lbf) Tile Profile 3":12" 4":12" 5":12" r Greater t�han F Bel Air, Bel Air Double Eagle, Battens Direct Battens Direct Battens Direct Battens Direct 7 2 Battens Direct Ponderosa, Deck 7.48 7.71 Deck 7.37 7.59 Deck Deck Deck Golden Eagle, 7.22 7.44 7.05 7.27 6.86 7.07 Ponderosa Double Eagle Flat Tile Table 4: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Nail -On Systems Tile Fastener Type Direct Deck Direct Deck Battens Profile (min 15/32" plywood) (min. 19/32" plywood) Bel �ir, B_el 2-10d Ring Shank Nails 30.9 38.1 17.2 Air Double 1 -1 Od Smooth or Screw �73 9.8 4.9 Eagle, Shank Nail Ponderosa, 2-10d Smooth or Screw 14.0 -18 8 7.4 Golden Shank Nails Eagle, 1 #8 Screw 30.8 ------------------ 30.8 11 2 Ponderosa 2 #8 Screw 51.7 - 51.7 4A Double 1 -1 Od Smooth or Screw 24.3 24.3 24.2 Eagle Flat Shank Nail (Field Clip) Tile 1 -1 Od Smooth or Screw 19.0 19.0 Shank Nail (Eave Clip) 2-1 Od Smooth or Screw 35.5 35.5 34.8 Shank Nails (Field Clip) 2-1 Od Smooth or Screw 31.9 31.9 32.2 Shank Nails (Eave Clip) 2-10d Ring Sh nk Nails' 50.3 65.5 48.3 _4 1. Installation with a 4" tile headlap and fasteners are located a min. of 21/2" from head of tile. NOA No.: 15-0223.18 M I ]AWDADECOUEWNTY Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 5 of 10 Table 5: Attachment Resistance Expressed as a Moment Mf (ft-lbf) for Two Patty Adhesive Set Systems im Tile Tile Application Mini Attac Profile m um tt hment um P s t Resis ance si Bel Air, Bel Air Double Eagle, Adhesive' Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile 1 See manuf2rhirp� 31VITm Table 6: Attachment Resistance Expressed as a Moment - M, �fft-lbf) for Single Patty Adhesive Set Systems Tile Profile Tile Application Minimum Attachment I Resistance Bel Air, Bel Air Double Eagle, Ponderosa, Golden Eagle, Ponderosa Double Eagle Flat Tile � paaay placement of 45 grams of P um paddy placement of 24 grams of Foam Roof Tile Adhesive AH-160 Faam Roof Tifle �Adhesjive AH-160 Table 7: Attachment Resistance Expressed as a Moment - Mf (ft-lbf) for Mortar Set Systems Tile Tile -------- Attachment Profile Application 7 Resistance B el Air, Bel Air Double Eagle, Ponderosa, Golden Mortar Set' 43.9 Eagle, Ponderosa Double Eagle Flat Tile 5 Tile-Tite Roof Tile Mortar. NOA No.: 15-0223.18 tti -DADE COIUNTY Expiration Date: 10/05/16 CIMOI;�M- Approval Date: 09/24/15 Page 6 of 10 -5. LABELING: All tiles shall bear tile i"Trilit Or identifiable marking of tile MaIR161C1111-C]"s jj�jjjje 01, logo (See Detail BeJoNv), 01- f011owill.g statemeat: "Miami -Dade � z COulltY Product Control Appi-oved". (LOCATED ON UNDERSIDE or TiLE) OR EAGLE FL (LOCATED ON FRONTSIDE OF TILE) BEL AIR, BEL AIR DOUBLE EAGLE, PONDEROSA, GOLDEN EAGLE, PONDERosA DOUBLE EAG!, E CONCRETE Roor TILE LABEL, SUNITERVILLE PLANT 6. BUILDING PERMIT REQUIREMENTS: 6.1 Application for building permit shall be accompanied by copies of the following: 6.1.1 This Notice of Acceptance. 6.1.2 AiiyotlierdocLiiiiciitsi-cqLliiedbyAHJoi-,ipplicableStiildiiiL�Codcizior(lei-topi-opei-ivc\-aiLiatcthc installation of this system. NOA No.: 15-0223.18 fflAhAM132�= Expiration Date: 10/05/16 Approval Date: 09/24/15 P-nue 7 oflO PROFILE DRAWING BEL AIR BEL AIR DOUBLE EAGLE -0223.18 NOA No.: 15 MIA I- co Expiration Date: 10/0�/16 EEO Approval Date: 09/24115 page 8 of 10 PONDEROSA PONDEROSA DOUBLE EAGLE NOA No.:15-0223.18 Expiration Date: 10/05/16 Approval Date: 09/24/15 Page 9 of 10 V. GOLDEN EAGLE END OF THIS ACCEPTANCE ll_� I NOA No.: 15-0223.18 MIAMI-DADE COUNTY Expiration Date: 10/0,/16 Approval I)ate: 09/24115 page 10 of, 10 TRINITY ERD EVALUATION REPORT Polyglass USA, Inc. 150 Lyon Drive Fernley, NV 98408 EXTERIOR RESEARCH & DESIGN, LLC. Cert�ftcote of Authorization #9503 353 CHRISTIAN STREET, UNIT 413 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Evaluation Report P12060.l FL5259-R20 Date of Issuance: 02/24/2009 Revision 15: 08/25/2014 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 Nierninen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been designed to comply with the Florida Building Code, 2010 sections noted herein. DESCRIPTION: Polyglass Roof Underlaynnents 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 Nierninen, P.E. if the product changes or the referepced Quality Assurance documentation changes. Trinityl ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall 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 I through 11. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DC4 ANE1983 CERTIFICATION OF INDEPENDENCE: byRobeqNieminen,P.E.GnOS/25/2014 This does not serve as an electronically aster! document Signed. sea led he rccopies In ave been trammitted to the Product Approval Admimstra tor � nd to :h� na mad rioent 1. Trinity I ERD does not have, nor does it intend to acquire or will it acquire, a financial interest in any company Manufacturing oi distributing products it evaluates. 2. Trinityl 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, ROOFING COMPONENT EVALUATION: RINITY ERD 1. SCOPE: Product Category: Roofing Sub -Category: Underlayment Compliance Statement: Roof Underlayments, as produced by PO]Ygla,, USA, Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.3, 1507.3.3, 1507,5.3. 2507.7.3, Physical Properties ASTM D226 1507.83, 1507.9.3 2006 1507.2.4, 1507.2,9.2, 1507.3.3, 1507.5.3 Physical Properties ASTM D1970 1507.11.2 Physical Properties ASTM D6164 2001 2005 1507.11.2 Physical Properties, ASTM D6222 2002 1504.6 Accelerated Weathering ASTM G154 2005 1504.6 Accelerated Weathering ASTIVI G155 2005 1504.3.1 Wind Uplift FM 4474 2004 1507.3.3 Installation Practice FRSA/TR107320 2005 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Examinatio Lon Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5278) 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 (T5T 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 0111212006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09129/2006 PRI (TST S878) Physical Properties PU5A-055-02-02 12/10/2007 PRI (TST 5678) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5378) 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 MITI (TST 2508) Physical Properties RX14EBA 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-RI 11/30/2009 ERID (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11130/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 12/30/2009 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'f26/2011 ERD (TST 6049) Physical Properties P37300.10AI 10/1912011 ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 03/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 Exterior Research and Design, LUC. Evaluation Report P12060.02.09-RI5 carnfiCofe OfAurhor;zation #9503 F1_5259-R20 Revision IS: 08/25/2014 Page 2 of 11 TRINITY ORD gatiiy Examination Reference ERO (TST 6049) Wind Uplift Date ERD (TST 6049) Physical Properties P39680.03,13 03/04/2013 ERD (TST 6049) Wind Uplift P45370.04,13 04/26/2013 ERO (TST 6049) Wind Uplift P1739.02.07-RZ 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04-01-1-RI 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05,03-RI 11/26/2013 ERD (TST 6049) Physical Properties P11781-11.03-RI P45270.05.14 12/2612013 ERD (TST 6049) Physical Properties P44360SC 05/12/2014 05/15/2024 ERD (TST 6049) Physical Properties P46520.08.14 08/22/2014 ICC-ES (EVIL 2396) IBC Compliance ESR-1697 09/02/2012 Miami -Dade (CER 1592) HV1HZ Compliance NOA 12-0713.02 02/14/2013 P0Jyga55 USA Manufacturing Affidavit Products Current 02/18/2009 POlyglass USA PA Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit POlystick SA Compound 08/18/2011 UL, U.C. (QUA9625) Quality Contra: Service Confirmation, R14571, 2QA E-P.08/09/2015 UL, ULC. (QUA9625) Quality Control Service Confirmation, NITS PLUS E-P�07/01/2017 4. PRODUCT DESCRIPTION: 4.1 Mechanically Fastened Underlayments, 4.1.1 Elastobase is a fiberglass reinforced, SEIS modified bitumen base sheet. 4.1�2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet, 4.2 Self -Adhering Underlayments: 4.2.1 Polystick NITS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinfon cod, Surfaced with polyolefinic film surface; meets ASTIA D1970 and TAS 103. 4.2.2 Polystick NITS 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 Po:ystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D197& 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, giass-fibei /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 170 g/rri polyester fabric surface; meets 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. 4.2.8 Dual Pro" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.2.9 Tile Pro'" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastorflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets. 4.3.2 Polyflex G and Polyflex G FIR are polyester reinforced, APP modified bitumen cap sheets. 5. LIMITATIONS: 5.1 This Evaluation Report is not for use in the HVHZ. 5.2 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory foi fire ratings of this product. Evaluation Report P12060.02.09-RIS Exterior Research and Design, I.I.C. FL5259-R20 Certificate afAuthorizatiOn #9503 Revision 15: 08/25/2014 Page 3 of 11 5.3 TRINI-Fvg ERE) POlyglass Roof Underlayments may be used with any Prepared roof cove, where the product is specifically referenced within FSC approval documents. If not listed, a request may be made to the AHJ for approval based on this evaluation combined with supporting data for the prepared roof covering. 5.4 Allowable roof covers applied atop the underlayments are as follows: TABLE 1: ROOF COVER OPTIONS Ucideflayident �phajt Shingles Nall -On Tile F02M.On Tile Metal Wood Shakes & Va,t.br�e Yes Shingles SWe Elastolh�e P Yes No Ye yi�s Yes Toly_,_di:�MTS Yes Yes No Ye Yes Yes Yes No PoIVstUk Mrs PLUS Yes Yes Ye Yes PTly;mk IR.Xe Yes No No Ye Yes Yes No No Yes Yes Polysdck TU P Yes Yes Yes See 5.4.1 No Yes P.1y,fickTU Plus Yes Yes Yes See 5.4.1 Yes ye� Ye Polyshck TU Max No Yes Yes See 5.4.1 Yes No No Di.al - Pro Yes Yes No Yes ye� Yes Yes Yes Yes Yes Yes Ye, Tile Pro See 5.4.1 Pastollex S6 G Yes Yes Yes No Yes Yes See 5.4.1 Elastollax S6 G FR Yes Yes No No Yes Yes Pcilyfle. G Yes Yes Yes No Y" Yes See 5.4.1 Polyflex G FR Yes Yes No No Yes ya� Polyflex SAP or SAP FR Yes Ye� Yes No ye, Y, F, See 5,401 �Ie Hide $A-APP Cap Sheet .1 SA. Yes Lf!_C� Yes - Ye, - S,i, 5.4.1 No Y,as 5.4.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testing laboratory is provided. 3M 2-Component Roof Tile Adhesive AH-160 (fOrrherly Polyfoono POIyPrO AH150); Polystick TU P, Polystick TU Plus, Polystick TU Max, 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) or Tile Pro. V 3M Foam Roof Tile Adhesive RTA-I: Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastorflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FIR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro DowTileBond: PolystickTU P, Polystick TU Plus, Polyflex SAP or Tile Pro Convenience Products' Touch in Seal StomnBond Roof Tile Adhesive: PolystickTU Plus, PolystickTU Max 5.5 Allowable substrates are noted below: Exterior Research and Design, LLC. Evaluation Report P12060.02.09-RIS Certificate of Authorization #9503 FL52S9.R20 Revision IS: 08125/2014 Page 4 of 11 T ERED 5.5.1 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; ASTIM 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 Southorn Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind leads for project). Note: Polyglass does not require priming of new or existing plywood or CSB sheathing. New or existing plywood or OSB sheathing should be cleaned of a// dirt and debris prior to application of Polystick membranes. Elastoflex 56 G or S6 G FIR in hot asphalt to: � ASTM D41 primed structural concrete. Polyflex G or G FIR torch -applied to: �- ASTM D41 primed structural concrete. 5.5.2 Bond -to -Insulation: Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ;e ASTM C1289, Type 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck OuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastaflex S6 G or S6 G FIR in hot asphalt to: �- Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Poyflex G or G FIR torch -applied to: ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gyipsum�Filder 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 rife systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment System in accordance with FM 4470, Appendix K or TAS 114, Appendix J. 5.5.3 Bond to Mechanically Attached Base Laver: 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 to: > ASTM D226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nall Base. Elastoflex S6 G or S6 G FIR in hot asphaltto: > ASTM D226, Type I or 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Polyflex G or G FIR torch -applied to: ;� Elastobase; Elastobase P or Mule -Hide Nail 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, refer to Section 5.5.4 herein and FRSA/TRI 07320/8-05 or RAS 120. 5.5.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI 07320 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 FRSAJTRI 07320 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. Refer to FBC 1609.1.5 for determination of design wind pressures. 5.5.4.1 Maximum Design Pressure = .90 psf. Deck: min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional) ASTM D41 Underlayment: Polysdck TU P, Polystick TU Plus, 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 P12060.02.09.1115 CertifiCote of Ai,thonz,uien #9503 FL5259-RZC Revision IS: 08/25/2014 Page 5 of 11 TRINITY ERD 5.5.4.2 Maximum Design Pressure � .135 p,f. Deck: Primer; Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. (Optional) ASTM D42 .Joints: Min. 4-inch wide strips of Elastoflex SA-V over all Plywood joints. Underlayment: Pllysdck TU P, Polyinfick TU Plus, P01yflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet Mule Ind -Hide !3A APP Cap Sheet (FR), self -adhered. 5.5.4.3 Maximum Design Pressure - -315 psf. Deck: Structural concrete to meet project requirements to Satisfaction of AHJ. Primer: ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, POlyflex SAP, PolyFlex SAP FIR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FIR), self -adhered. 5.5.4.4 Maximum Design Pressure - -622.5 psf. Deck: Structural concrete to meet project requirements to Satisfaction of AHJ. Primer: ASTM D41 underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.5 Maximum Design Pressure . -30.0 psf. Deck Min. 15/32-inch OSS to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -film top surfacel mechanically attached with 11 go. x 1.25-inch long x I - inch head diameter round metal cap nails spaced 6-inch o.c. at the 3-inch wide side laps and 6-inch c.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP Fit, Mule -Hide SA-APP Cap Sheet and muie-Hide $A-APP Cap Sheet FIR), self -adhered. 5.5.4.6 Maximum Design Pressure = .37.5 psf. Deck Min. 15/32-inch Plywood to meet Project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with 11 ga� x 1.25 inch long x I inch head diameter round metal cap nails spaced 6-inch O.C, at the 3-inch wide side laps and 6 inch c.c. at two (2) equally spaced staggered center rows. Underlayment; Polysbck TU P, Polystick TU Plus, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.7 Maximum Design Pressure = -37.5 ps . Deck: Min. 19132-inch Plywood to meet project requirements to satisfaction of AHJ. Base Layer: One (1) or two (2) layers ASTM D226, Type 11 felt mechanically attached with 11 ga. X 1.25-inch long x 1-inch head diameter round metal cap nails spaced 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 56 G, applied in full mopping of hot asphalt. 5.5.4.8 Maximum Design Pressure = -45 psf. Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ� Base Layer: One (1) layer ASTM D226, Type 11 felt mechanically attached with 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 spaced 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, Polyflex SAP, PolyFlex SAP FR, Mule-Hlde SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. S.S.4.9 Maximum Design Pressure = -4S psf. Deck; Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Two (2) layers ASTM D226, Type 11 felt mechanically attached with 11 ga. x 1.25-inch long x 3/8-inch head dianneter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 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, Polyflex SAP, PolyFlex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule. nice SA-APP Cap Sheet (PR), self -adhered or Elastoflex S6 G, apPlied in full mopping of hot asphalt. 5.5.4.20 Maximum Design Pressure = -45 Ps . Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot-asphait or torch -applied cap or pabe-film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 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 S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-1115 Certificate of Authorization 99503 FL525g.R20 Revision 1S: 08/25/2014 Page 6 of 11 'TRINITY ERD 5.5.4.11 Maximum Design Pressure � -52.5 ,f, Deck: Min. 15/32-inch Plywood to meet project requirements to satisfaction If AHJ. Base Layer: Eastobase (sanded top surface for hot -asphalt or torch -applied cap or Poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 9-mch orc. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastonex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied, S.S.4.12 Maximum Design Pressure - -52.5 psf. Deck: Min. 15/32-mch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -him top surface) mechanically attached with Simplex Original Cap Nails spaced 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, Polyflex SAP, PolyFlex SAP FIR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA�APP Cap Sheet (FR), self -adhered. 5.5.4.13 Maximum Design Pressure = -52.5 Psi. Deck: Min. 15/32-)nch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex Original Cap Nails spaced 6-inch o.c. at the 3-mch wide side laps and 6 inch c.c. at four (4) equally spaced staggered center rows, Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, to,ch-apiplfied� 5.5.4.14 Maximum Design Pressure = :6�. Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or PQIY-fihn Surface for torch applied cap) mechanically attached with 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank rooffing nails at I- 5/8-inch diameter tin caps spaced 8-inch o.c. at the 4-inch wide side laps and &inch o.c at three (3) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.15 Maximum Design Pressure = -60 Psi. Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with OMG 912 Standard Roofgrip with OMG Flat Bottom Metal Plates Spaceo 13-irich o.c at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.16 Maximum Design Pressure = -90 a . Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners spaced 6-inch C.C. at the 2-inch wide side laps and 6-inch O.C. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex Ste G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.17 Maximum Design Pressure = -90 ps . Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) mechanically attached with OMG #12 Standard Roofgrip or OMG H14 Heavy Duty With OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates spaced 6-inch o.c. at the 4-Inch wide side laps and 6-inch ox. at three (3) equally spaced staggered center rows. Underlayment: Elastorlex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.5.4.18 Maximum Design Pressure = -90 ps . Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Eastobase (sanded top surface) mechanically attached with Trufast 422 Dip or Trufast P14 HD wah TrUfa5t 3" Metal Insulation Plates spaced 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three 13) equally spaced staggered center rows. Undedayment: Elastoflex 56 G, applied In full mopping of hot asphalt. 5.5.4.19 Maximum Design Pressure = -97.5 ps . Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with 11 ea. x 1.25-mch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps spaced 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, 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, I.I.C. certificate ofAuthorizotion #9503 Evaluation Report P12060.02.09-R15 FL5259-R20 Revision 15; 08/25/2014 Page 7 of 11 5.5.4.20 "Mimum TRINF]-Y ERD :.- Design Pressure . -105 Oaf Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastothase (sanded top Surface for hot-asphait or tli-ch-applied cap or POIY-film surface for torch -applied cap) mechanically attached with Simplex MAXX Cap Fasteners Spaced 6-inch 0 c. at the 2-inch wide side laps and 6-anch D.C. at three (3) equally Spaced staggered center rows. 5.5.4.21 Underayment: Elastoflex S6 G, applied in full mopping Of hot asphalt or Polyflex G, torch -applied. _�jaxmrum �D esl n Pressure � -112 5 Sf Deck: Min. 19/32-Inch Plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase or Mule -Hide Nail Base (poly -film top surface) mechanically attached with 11 go. x 1.25-lrich x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter an caps spaced 6 inch o.c at the 4-linch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PGICO or ASTM D41 Primer at all thri-caps Underlayment: Polysnick TU P, Polystick TU Plus, Polyflex SAP, Frolyplex SAP FR. Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.5.4.22 Maximum Design Pressure - -120 Psf, Deck- Min. 15/32-inch Plywood to meet project requirements to satisfaction of AHJ. Base Layer: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or POIY-f1IM Surface for torch -applied cap) mechanically attached with OMG M12 Standard RoOfgrip or CRAG not Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates spaced 6-inch o.c, at the 4-inch wide side laps and 6-inch ox, at five (5) equally spaced staggered center rows. Underlayment: Elasteflex S6 G, applied in full mopping of hot asphalt or Frolyflex G, torch -applied. 5.5.4.23 Maximum Design Pressure = -120 Pat. Deck: Min. 25/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Layer* Elastobase (sanded top surface) mechanically attached with Trufast #12 DP or Trufast 414 HID with Trufast 3" Metal Insulation Plates spaced G-inch O.c. at the 4-inch wide side laps and 5-inch Do. at five (5) equally Spaced staggerec center rows. Underlayment: Elastoflex BE G, applied in full mopping of hot asphalt. 5.5.4.24 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile Systems carry a Maximum Design Pressure of -45 psf. 5.6 Exposure Limitations: 5.6.1 Elastobase, Elastobase P or Polystick NITS PLUS shall not be left exposed for longer than 30-dalys after installation. 5.6.2 Polystick IR-Xe, Polystick TU Max, Dual Pro or Tile Pro shalt not be left exposed for longer than 90-cilys after installation, 5.6.3 Polystick MTS, TU P or TU Plus shall not be left exposed for longer than 180-days after installation. 5.6.4 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. 5.6.5 Elastoflex S6 G or 56 G FR or Polyflex G or G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Eiastoflex S6 G or Polyflex G), in which case the maximum exposure is 180 days. 5.7 For tile roof installations governed by the FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, use is limited to the following. Reference is made to the FRSA/TRI Technical Brief titled "Florida High Wind Roof Tile Self -Adhered Unclerlayment Requirements as of 02/14/2011" for limitations for self -adhering underlayments used beneath tile roof Systems. TABLE 2: TILE SYSTEM OPTIONS PER FR5A/TRi 07320/8-05 System Underlay . 5.cb.n Reference Products) Opt an 1 3.02A Modified Car p Sheet Etastoflex 56 G or Elastoflex S6 G FR; Polyflex G or G FR Seven only Base 0,.,: El ... phase: Elall.bsPa P system One: 2 3.02B No. 30 / Mx1rhed Cap Sheet Top Layer: Illastollex 56 G or Elastoflex BE G F R, PolyTex G or G Fa Mechanically Fastened -4 .02D No 30 TLla, Unsealed or P.I,,b.k NITS: MTS PLUS: TU P: TU Plus TU Ane, P.I,nlx SAP or SAP cii, Mula- Sealed underlaymem system 5 3.02E Seff-Adhered Underlayment Hide SA-APP Cap Sheet or $A-APP Cap Shoe: (FR), Dual Pro. 71le Pro - Base Layer: ASTM D226. Type It: Elastobase; Elasrobase P; Mule HLde Nail Base 6 3.02F No. 30 / S.If-Achined Top Layer: Polysock MTS; VITS PLUS; TU P. TU Plus; TU Max: Polyflex SAP or SAP I U I rderlayment I FR, Mule Hide SA-APP Cap Sheet or SA-APP Cap Sheet tFRI; Dual Pro: Tile Pro Exterior Research and Design, I.I.C. Certificate clAorhonzation 99503 Evaluation Report P12060.02.09-RIS FLS259-RZO Revision 15: 08/25/2014 Page 8 of 11 ,F - '. TRIKII-r-v, Fpn r as 'rs 9 4 1 3 02A Baueo Fl, Modified Cap Sheet Elastorlex IS G Or E'Ll'oflier S6 G FR; POlYflex G or G FS Syltern TvA,: 2 3.02B No. 30 / Modified Cap Sheet Base La Met,huri,c,11, Tile TOP Layer Elastoflex Is G OF Els"Ofle. So G IR Poltifie, G G -K Si,aled Undiulayrue., S,,eu, 4 3.020 Seif-Adhered Unded,yrrent OF Poly�h C k TV P; TV Plus, TV M.�; pol, ir— SAP " SAP "I M:' 'tile $A APP CIP vet or SA-APP Cap Sheet fFR); D,a[ Pro, Tile P,u 5 3.02E No. 30 / Ssif-Achered Base Layer A ... v, u ... � YPo 11; Llaluebl,�, Sl.st.b.so P; Nail Base Underlayment Top Layer: P.IYIMIk TV P; TV Pro,: TV M-- 1.1yfl— SAP -SAP Fit, vu�' h1d,, I Fidel - System Four - A' 2 3.028 No. 30 / M so fted Cap Sheet Base Layer: Elastobas.; Elaslolfio,e P Adhesive -Set TFIF, — — — Top Layer: Eltsuill.. S6 G Or Pelflo. G UF,,aitd or So. led 4 1020 Self -Adhered Underialyrropt Polystick TV P; TV Plus; TV M-I, P.11l SAP Or SAP FR, Tile Pro; Mule-liule SA Underlayment Syste,, — — APR Cap Sheet or SA-APP Cap Sheet (FR] 5 342E No 30 / Self-Adhould! Base tailor; ASTM D226, Type 11; Fla,Wha,,; "as,obs,e Pr MU's H't-I Pad Buse Undarlayment TOP Layer: Polystok TV P; TV Plus, TV M,,; P.111- SAP or 3-1 IF. TO, Pro Mule-Hidi, SA-APP Cap She,, or SA -API Cap Ile,: (11, 3 02A NO. 30 / Modified Cap Sheet Base LayvI: ASTM D226, Type 1, E!alt.orl�. rlalt.ba,, P S'P Four , 8 Top Layer. El.,I.flu. IS G OF Po[,flu, G Adhesive Set Tile, 3 3,02C Self -Adhered Undarlaythent POIYstrCk TV P; TV Plus; TV Max; Polyfle, SAP ., SAP Fit, 7 J, Pro Mule., F, Sea U*derlayF,.Ft APP Cap Sheet or SA -APP Cap Sheet (FRI '�:d SY PP No, 30 / Self-Achri Set. Layer: ASTM D226, Type 11; Elastopase; Elastobuse P; Mule H id, Naul as st 4 I 3,02D Urderlityrrout I Top Layer: Polystok TU P; TV Plus; TV Mati; Polyflex SAP or SAP FR, Tile P ro; Mule -Hide SA-APP Ce p Sheet Or SA-APP Ca , Sheet (FRI 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subjecttothe Limitations setforth inSection S herein andthespecifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads, Sweep the substrate thorollolly, to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base, 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 63.2 For use in non -tile applications: 6.3.2.1 Reference is made to the current edition of the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings 6.3.2.2 Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP oi SAP FR, Mule-i-fide SA-APP Cap Sheet or SA-APP Cap Sheet (FRI, Dual Pro or Tile Pro, self -adhered, Elastoflox S6 C or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. 6.3.3 For use in tile applications, reference is made to Polyglass published installation instructions in conjunction with FRSA/TRI 07320/8-OS Installation Manual, Fourth Edition, Table 2 herein and Section 5.5.4 herein. . 6.4 Polystick MTS, MTS PLUS, IR-Xe, TU P. TU Plus, TU Max Polyflex SAP or SAP FR, Mule -Hide SA-APP Can Sheet or SA- APP Cap Sheet (FRI, Dual Pro or Tile Pro: 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. 6A.2 For non -tile applications; 6.4.2.1 All seff-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 Poiyglass / Mule -Hide Back Nailing Guide. Nails shall be corrosion resistant, 11 gauge ring -shank type with a minimum 1-inch diametei 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 Exterior Research and Design, LLC Cruhrificateq,"AuthOroOdith#9503 Evaluation Report PIZ060.02.09-R15 FL5259-R20 Revision IS: 08/25/2014 Page 9 of 11 6.4.2.2 All seal -lap seams (selvage laps) must be firmly rolled with a mimmum 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). T RINI_T-Y� ERrL-- View of Ovelap Seam fDu.l Pro and Tile Pro 6.4.2.3 All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Povglass Polyplus 55 Premium Modified Flashing Cement, Polyglass Polyplus 50 Premium MB Flashing Cement, Polyglass PG500 MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Electrometric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic, applied in between the application of the lap. 6.4.2.4 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 6.4.2.5 Repair of Polystick membranes is to be accomplished by applying Po[yglass polyplus 55 Premium Modified Flashing Cement, POIYgIaSS Polyplus 50 Premium MB Flashing Cement, Polyglass PGSOO MB Flashing Cement, Polystick TU Plus Tile Underlayment Flashing Cement, Mule -Hide 241 Premium Modified Flashing Cement, Mule -Hide 251 Premium Wet/Dry Elastomeric Flashing Cement, or Mule -Hide 421 Mod Bit Flashing Adhesive Trowel Grade mastic 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. 6.4.2.6 All Polystick membranes shall be installed to ensure full contact with approved substrates, Polyglass requires a 0 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) o. smaN areas of the roof that are not accessible to a large roller or broom. 6.4.3 For tile applications (not allowedfor Polystick IR-Xe): 6.4.3.1 Reference is made to Section 6.4.2 herein in conjunction with FRSA/TRI 07320/8-05 installation Manual, Fourth Edition, Table 2 herein and Section 5.5.4 herein, using the instructions noted above as a guideline. 6.4.3.2 For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. 6.4.3.3 For n2il-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. 6.4.4 Two (2) Ply Underlayment Systems: 6.4.4.1 Polystick MTS or MTS PLUS followed by Polystick MTS, TU P, TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -laver material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.4.4.2 Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, TilePro or Polyflex SAP 15 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-piy underlayment system is desired. 6.5 Elastoflex S6 G or 56 G FR: 5.S.1 Elastoflex S6 G or S6 G FIR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. Exterior Research and Design, U.C. Certificate ofAuthorization #9503 Evaluation Report P12060.02.09-RIS FL5259-R20 Revision 15: 08/25/2014 Page 10 of 11 8. 6.5.2 TRINI-n' ERD Elastotlex S6 G or S6 G FIR shall be fully asphalt -applied to the substrate, noted in Section 5,5. Side laps shall be minimum 3-inch and end -laps minimum 5-Inch wide, and off set end -]a ps 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 PolVflex G or G FR: 6.6.1 Polyflex G or G FIR shall be installed in compliance with current Polyglass published installation requirements, For use in tile applications, reference is made FRSA/TRI 07320/8-05 Installation Manual, Fourth Edition, and Table 2 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section S.S. Side laps shall be minimum 3- inch and end -laps minimum 6-inch wide, and off set end -laps 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 Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI 07320/8-05 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-boirds, to prevent tile 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 bef6re loading of roofing riles is forty- eight �49) hours. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted CIA agency for information on product locations covered for F.A.C. Rule 6IG20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9525; (314) 578-3406; k.chanceIIor@us.ul.com END OF EVALUATION REPORT - Exterior Research and Design, LLC. Cernficare ofAutharizo6on #9S03 Evaluation Report P12060.02.09-RlS FL5259-R20 Revision IS: 08/25/ZO14 Paste 11 of 11