The URL can be used to link to this page

Home My WebLink AboutProduct Approval i UIX66�t 4 ,1 i SUP00, FLOAIDA PRODUCT APPROVAL � G PLY & MANUFACTURING TMLO 0.032" ► • ." WIDEROOF PANEL OVER • • TM I i Product Evaluation Report GULF COAST SUPPLY& MANUFACTURING, LCI C. ''I 0.032"Aluminum GulfLokTM 76" Wide Roof Panel over 115/32" Plywood Florida Product Approval #11651.21 R2 'I Florida Building Code 2014 Per Rule 61 G20-3 Method: 1 -D ;j IIS Category: Roofing Subcategory: Metal Roofing Compliance Method: 61 G20-3.005(1)(d) NON HVHZ �i Product Manufacturer: Gulf Coast Supply & Manufacturing; LLC. 'f �► �,, 14429 SW 2nd Place, Suite G30 ' ��`PN1EL S, Newberry, FL 32669 :� �•' \G E/W, No. 75519 Engineer Evaluator: , �. Dan Kuhn, P.E. #75519 ='' o Florida Evaluation ANE ID: 10743' �p�•• S TATE of • �C. ;Fs•� 0R1DP.• S1ONA L ENG�� `• Validator: 'J#�,,►fll I0,, Locke Bowden, P.E. #49704 r o.6130 2,015 9450 Alysbury Place Montgomery, AL 36117 l Contents: Evaluation Report Pages 1 — 5 FL#11651.2 R2•JUNE 15,2015 1 'i 11670 ISLAND LAKES LANE, BO CARATON, FL 33498L- FL CO�,#3046,4 IIP it SUPPLY & MANUFACTURING FLORIDA. OCTAPPROVA-L'. G61iCoz '�TM: 'LOK J 0.032" ALUMINUM GULFLOK TM 16- WIDE ROOF PANEL OVER 15/32" PLYWOOD TM Compliance Statement: The product as described in this report has;demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Product Description: GulfLokTM, �/8" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners intoi minimum 15/32" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 0.028" Aluminum conforming'to Florida Building Code 2014 Section 1507.4.3. Paint Finish Optional j Corrosion Resistance: Panel Material shall comply wlIith Florida Building Code 2014, Section 1507.4.3. Panel Dimension(s): Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: 7/8" Tall Male Rib: 3/a" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Titebond Weathermaster Metal Roof Sealant apply1/a"-5A6" diameter continuous bead on the male rib for Assembly B only.. i Panel Fastener: Through Panel Slot: (1)#10-12x1" Pancake Type A ''/a" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building ,Code 2014, Section 1506.6, 1507.4.4 Substrate Description: Minimum 15/32" thick, APA Rated plywood Aver supports at maximum 24" O.C. Design of plywood and plywood supports,are outside the scope of this evaluation. Must be designed in accordance w/Florida Building Code 2014. Design Uplift Pressures: Table"A" Panel Assembly � .B Maximum Total Uplift Design Pressure 52.5 psf116.0 psf Panel Slot Fastener Spacing 15 3/,e" OAC 5 3A6" 0.C. "- Sealant on Male Rib NOT USED USED *Design Pressure includes a'Safety'Factor`=2.0. i FL#11651.2 R2•JUNE 15,2015 . . DUCT e ® RE ® . 'I ENGINEERING, IT KUHN 'i FL ® ■ , e -PRODUCT APPROVAL , GUIX66�t SUPPLY & MANUFACTURING • D.0321' ALUMINUM GULFLOKTm . WIDE ROOFPANEL OVER • • TM l Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2014, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code!2014, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06-Test for Uplift Resistay i ce of Roof Assemblies • UL 1897-04- Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94/ 1897-98 Uplift Test Force Engineering &Testing, Inc. (FBC Organization#TST-5328) Report No. 117-0337T-10 Dated 03/07/2011 2. Certificate of Independence By Dan Kuhn, P.E. (FL#75519)@'Kuhn Engineering, LLC (FBC Organization #ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-04 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3)for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida IBuilding:Code 2014, including Section 1507.4.2 and in accordance with iManufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2014 section 1507.4.5.1 and 1507.4.5.2. Roof Panel Fire Classification: Fire classification is not part of this acceptance. ' Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. i fI �I I fl� FL#11651.2 R2•JUNE 15,2015 ■ ■ • , e e ® . ■ ® ■ I'I 1167 0 ENGINEERING,C•CA RATON, • • 04 it i FWAMA,PRODUCTAPPROVA G61iCoa '� SUPPLY & MANUFACTURING TM• 11 •O 16" WIDE ROOF PANEL OVER • •D TM I �I ,II Design Procedure: For roofs within the parameters listed on the load table,fastening pattern must at a minimum meet those listed for the applicable wind zone. For all roofs outside the parameters listed on the load table, design wind loads shall be determined LI for each project in accordance with FBC 2;014 Section 1609 or ASCE 7-10 using allowable stress design. The maximum fastenier spacing listed herein shall not be exceeded. This evaluation report is;not applicable in High Velocity Hurricane Zone. Refer to current NOA or HVHZ evaluation report for use of this product in High Velocity Hurricane Zone. Ir � II ,I i I a r FL#11651.2 R2•JUNE 15,2015 I it 1 •ENGINEERING,BOCA RATON, • • • #30464 I 00'N GUIX06�t SUPPLY & MANUFACTURING TMe. • 1 1 ." WI'DE R60F PANEL OVER • • TM ENGINEER LOAD TABLE:0.032"Aluminum GulfLokTM 16"Wide Roof Panel over 15/32"Plywood Buildings havinga' Roof Mean Height_< 20'-0 ,Roof Slope: 2"/12 12"/12" GablE@Hell Q. Roo i, Wind Speeds 120- 18Omph, Exposure C,'Risk CategoryII, Enclosed Building, based on Florida Building14. 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. (MIN.15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER Penetration) SPACING SPACING SPACING SPACING SPACING SPACING SPACING I ZONE 1 #10-12x1" CDX Assembly A Assembly A Assembly A AssemMy AsseIA Assembly A Assembly A PLYWOODCDX ZONE 2 #10-12x1 PLYWOOD Assembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly B ZONE 3 #10-12x1" PLYWOOD Assembly A Assembly B Assembly B Assembly B AilemBff B Assembly B Assembly B :i ' 1.)PANEL DESCRIPTION: GULFLOKTM, MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.)PANEL FASTENER:THROUGH PANEL SLOT: (1)#10-12X1"PANCAKE TYPE A, A" MIN. PENETRATION THROUGH PLYWOOD. 3.)MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE:ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5'/a"O.C.;ASSEMBLY B:116.0 PSF PANEL FASTENERS AT 5Ya"O.C.WITH �Y4"-5A16" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING&TESTING. 4.)PLYWOOD DECKING: MIN.75/32"THICK,APA RATED PLYWOOD, GRADE C-D. MUST BE'DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014. 1 5.)LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10(KD=0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE 2014 ' I HIP ROOF a Note:Dimension(a)is defined as 10%of the minimum width of the building or ZONE2 ZONES T T� 40%of the mean height of the roof,whichever is smaller,however,(a)cannot be — ------------ a less than either 4%of the minimum width of the building or 3 feet. RIDGE ASSEMBLY A i' �� 16" COVERAGE ZONE i SAVE ZONE z GABLE ROOF I� �(l10-12 X�-TY PEA PANCAKE --- -----------------i- a SPACING: SEE UPLIFT TABLE RIDGE ; ASSEMBLYIB ----- -- ------------ Eli 1/4"-5/16"DIAMETER BEAD OF TITEBOND SEALANT +---------------------1 =a ZONE 1 _____________________1 (1) #10-12 X 1"TYPE A jPANCAKE SPACING: SEE UPLIFT TABLE �ZONE3 EAVE FL#11651.2 R2•JUNE 15,2015 .I • EXTERIOR RESEARCH&DESIGN, I.I.C. Certificate of Authorization#9503 35,3 CHRISTIAN STREET, UNIT#13 TRINITY ERD OXFORD, CT 06478 j PHONE: (203) 262-9245 FAX: (203) 262-9243 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-1120 150 Lyon Drive FL5259-R24 Fernley, NV 98408 Date of Issuance:02/24/2009 Revision 20:07/22/2015 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 5th Edition (2014) Florida, Building Code sections noted herein. i 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 products) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the,'Buildingl,Official. This Evaluation Report consists of pages 1 through 12. Prepared by: ��pcn�rnplq * I=- The facsimile seal appearing was authorized by Robert Nieminen, P.E.on 07/22/2015. This does not serve as an electronically Robert J.M.Nieminen P.E. ' 4-6s1 signed document. Signed,sealed hardcopies have been Florida Registration No.59166,Florida DCA ANE1983 transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD does not have, nor does it intend to acquire or will it acquire, a financial!interest,in any company manufacturing or distributing products it evaluates. 2. Trinity I ERD is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen,P.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 permittingor design guidance unless retained specifically for that purpose. f i' i I QITRINITYIERD 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 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: �i Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.6 Accelerated Weathering ASTM G154� 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3,1507.3.3,1507.5.3,1507.7.3, Physical Properties ASTM D226' 2006 1507.8.3,1507.9.3 1507.2.4,1507.2.9.2,1507.5.3,1507.7.3 Physical Properties ASTM D1970 2009 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties PRI01111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 I 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 1X20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11:09-R1 .Ii 11/30/2009 ERD(TST 6049) Physical Properties P11030.1109-1 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 1333360.06:10 06/25/2010 ERD(TST 6049) Physical Properties P33370.0311 03/02/2011 Exterior Research and Design,LLC. I,; Evaluation Report 1312060.02.09-R20 Certificate ojAuthorization#9503 I FL5259-1124 Revision 20:07/22/2015 Page 2 of 12 � I I i, y . TRINITY ERD Entity Examination Reference Date ERD(TST 6049) Physical Properties P33370.04.11 " 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 ; 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 i 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 j 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 1+ 11/26/2013 ERD(TST 6049) Wind Uplift 1311781.11.03-Ri 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 6020.09.141,4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-,'5 ! 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14'16 09/08/2014 ERD(TST 6049) Physical Properties 1346520.10.14 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 P40390.0415 ;i 04/03/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.15 I 07/22/2015 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 i 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation;R14571 Exp.08/08/2015 UL,LLC.(QUA9625) Quality Control Service Confirmation;;MTS PLUS Exp.07/01/2017 4. PRODUCT DESCRIPTION: I'I 4.1 Mechanically Fastened Underlayments: 4.1.1 Elastobase is a fiberglass reinforced,SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester-reinforced,SBS modified bitumen base sheet. i 4.2 Self-Adhering Underlavments: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface;meets ASTM D1970 and TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofingi membrane, glass fiber reinforced, surfaced with poly-film surface; meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membr,l'i ne, glass fiber reinforced, with an aggregate surface;meets ASTM D1970. 4.2.4 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing memlrane, glass fiber reinforced,with a polyester fabric surface; meets ASTM D1970 and TAS 103. 'I 4.2.5 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing;membra e,glass-fiber/polyester reinforced, with a granular surface;meets ASTM D1970 and TAS 103. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. i Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120 Certificate of Authorization#9503 i FL5259-1124 Revision 20:07/22/2015 Page 3 of 12 I �� a TRINITY ER® 4.2.7 Polyflex SAP, Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet ASTM D6222. 4.2.8 Polystick Dual ProTM' is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface;meets ASTM D1970. 4.2.9 Polystick Tile ProTM 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. 4.3 Mechanically Fastened and/or Bonded Underlayments: 4.3.1 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. 4.3.2 Polyflex G and Polyflex G FR are polyester reinforced,APP modified bitumen cap sheets ;meet ASTM D6222. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E 1 are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions therjof, 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 AHJ for,approval based on this evaluation combined with supporting data for the prepared roof covering. i 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS I' Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal wood Shakes& Slate Shingles Yes Yes Elastobase Yes (base layer in 2-ply (base layer in 2-ply Yes �i Yes Yes system) system) Yes Yes I Elastobase P Yes (base layer in 2-ply (base layer in 2-ply Yes Yes Yes system) system) Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick I Yes No No No Yes Yes Polystick TU P Yes Yes Yes See 5.5.1 No I Yes Yes Polystick TU Plus Yes Yes Yes See 5.5.1 Yes Yes Yes Polystick TU Max No Yes Yes Yes No No See 5.5.1 Polystick Dual Pro Yes Yes No Yes Yes Yes Yes Polystick Tile Pro Yes Yes See 5.5.1 Yes I� Yes Yes Yes Elastoflex S6 G Yes Yes see 55.1 No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Polyflex G Yes Yes Yes No Yes Yes See 5.5.1 Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes see es No Yes Yes 5.Mule-Hide SA-APP Cap Sheet Yes or SA-APP Cap Sheet(Il Yes Yes see 5.5.1 No Yes Yes '.i Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R20 Certificate of Authorization#9503 I FL5259-R24 Revision 20:07/22/2015 Page 4 of 12 it QFTRIN11YIERD 5.5.1 "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. ill ✓ 3MTm 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hide SA-AP. P Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR)or Tile Pro. ✓ 3Mm Foam Roof Tile Adhesive RTA-1(FL6276): 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 ✓ Dow TileBond(FL717): Polystick TU P,Polystick TU Plus,Polyflex SAP,or Tile Pro o ✓ Convenience Products'Touch 'n Seal StormBond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU Max 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: ➢ New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB;', Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note:Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex 56 G or S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or 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 ll, Class 1 polyisocya n u rate or Type V polyisocyanuratey composite insulation; Dens Deck DuraGuard; Dens Deck Prime;or SECUROCK Gypsum-Fiber Roof Board* Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum-Fiber Roof Board. Polyflex G or G FR torch-applied to: ➢ ASTM D41 primed structural concrete;Dens Deck Prime or SECUROCK;Gypsum 1 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 professiorial and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20 Certificate of Authorization#9503 FL5259-R24 Revision 20:07/22/2015 Page 5 of 12 i. i , TRINITY ERD 5.6.3 Bond to Mechanically Attached Base Laver: ii 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 11 felt; Elastobase;Elastobase P or Mule-Hide Nail Base. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ ASTM D226,Type I or II felt; Elastobase;Elastobase P or Mule-Hide Nail Base. Polyflex G or G FR torch-applied to: ➢ Elastobase; Elastobase P or Mule-Hide Nail Base. For installations under mechanically attached prepared roof coverings, base layJr shall be attached per minimum codified requirements. For installations under foam-on tile systems, base layer shall be attached per minimum requirements of FRSA/TRl April 2012(04-12),Appendix A,Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile;!systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to unlderlayment 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. 5.6.4.1 Maximum Design Pressure=-90 psf. j Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHI. Primer: (Optional)PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max, Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.2 Maximum Design Pressure=-135 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. Primer: (Optional)PG100 or ASTM D41 Joints: Min.4-inch wide strips of Elastoflex SA-V over all plywood joints. ; Base Ply: (Optional)Polystick MTS PLUS,self-adhered ' Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.3 Maximum Design Pressure=-315 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max,Tile Pro, Polyflex SAP,Polyflex SAP FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.4 Maximum Design Pressure=-622.5 psf. Deck: Structural concrete to meet project requirements to satisfaction of AHJ. Primer: PG100 or ASTM D41. Underlayment: Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.5 Maximum Design Pressure=-30.0 psf*. Deck: Min.15/32-inch OSB to meet project requirements to satisfaction of AHJ. i Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. j Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120 Certificate of Authorization#9503 FL5259-1124 Revision 20:07/22/2015 Page 6 of 12 I ,,I i TRINJW ERD 5.6.4.6 Maximum Design Pressure=-37.5 psf*. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.7 Maximum Design Pressure=-37.5 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 S6 G,applied in full mopping of hot asphalt. 5.6.4.8 Maximum Design Pressure=-45 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS„self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.9 Maximum Design Pressure=-45 psf*. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ! Base Sheet: Two(2)layers ASTM D226,Type II felt I i Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered or Elastoflex S6 G,applied in'full mopping of hot asphalt. 5.6.4.10 Maximum Design Pressure=-45 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ'. 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.11 Maximum Design Pressure=-52.5 psf. ' .i Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ: 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 S6 G,applied in full mopping of hot asphalt or Polyflex G;torch-applied. 5.6.4.1211 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJI Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) I Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. • u I Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120 Certificate of Authorization#9503 FL5259-R24 Revision 20:07/22/2015 Page 7 of 12 ,j i Q0 TRINITYER® 5.6.4.13 Maximum Design Pressure=-52.5 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 Maximum Design Pressure=-60 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.15 Maximum Design Pressure=-60 psf. i Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.16 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHI. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MARX 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.17 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-90 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 S6 G,applied in full mopping of hot asphalt. 5.6.4.19 Maximum Design Pressure=-97.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails'at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)Equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment:Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.20 Maximum Design Pressure=-105 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-1120 Certificate of Authorization#9503 FL5259-1124 Revision 20:07/22/2015 Page 8 of 12 i i ( FTRINrryl ERD d 5.6.4.21 Maximum Design Pressure=-112.5 psf. Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 Pt 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered. 5.6.4.22 Maximum Design Pressure=-120 psf. rl r Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AHJ. 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 S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.23 Maximum Design Pressure=-120 psf. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of AH,J. 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 S6 G,applied in full mopping of hot asphalt. 5.6.4.24 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.25 For mechanically attached base sheet in a 2-ply system,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012(04-12),Appendix A, Table 1A or FBC 1609. 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2I1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase or Elastobase P shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max, Dual Pro or Tile Pro 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 which4'1case the maximum exposure is 30 days. Elastoflex S6 G or S6 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 (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. Exterior Research and Design,LLC. Evaluation Report 1212060.02.09-1120 Certificate of Authorization!19503 G FL5259-R24 Revision 20:07/22/2015 Page 9 of 22 TRIM Y�ERD 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglasspublished installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6_3 Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer ofd Polystick, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR),Dual Pro or Tile Pro,self-adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR,torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein,using the instructions noted above as a guideline. 6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P,TU Plus,TU Max Polyflex SAP or SAP FR.Mule-Hide SA-APP Cap Sheet or SA- APP Cap Sheet(FRL 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. j i 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 Ib. hand roller to ensure full contact and adhesion. ,k For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern k (the sheet will overlap the fabric). r c s�a 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 applicatioin such as crickets, exposed valleys, or exposed roof to wall details it Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120 Certificate of Authorization#9503 FL5259-1124 Revision 20:07/22/2015 Page 10 of 12 i i TRINITY!ERD Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a, minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-Ib weighted-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 Ib roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick IR Xe): Ji;' 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 the systems over Polystick MTS,battens are required for loading/stagi,lg of the tile. For nail-on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.,i' 6.4.4 Two(2) Ply Underlayment Systems: Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P;TU Plus, TU Max, TilePro or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of.use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. Polystick MTS PLUS followed by Polystick TU P, TU Plus,TU Max, TilePro or Polyflex SAP is allowable for use under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6.5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex S6 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications,reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein. 6.5.2 Elastoflex S6 G or S6 G FR shall be fully asphalt-applied to the substrates notedI 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. °i 6.6 Polyflex G or G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in the applications,reference is made FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein. i J 6.6.2 Polyflex G or 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. I 6_7 Tile Staeine: 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. ;I 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 sail- boards,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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R20 Certificate of Authorization#9503 FL5259-R24 Revision 20:07/22/2015 Page 11 of 12 I `1 TRINITY I ERD f 6.7.4 For nail-on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12.,', 6.7.5 The minimum cure time after installation of self-adhering membranes and before,loading of roofing tiles is forty-eight (48)hours. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted'QA agency for information on product locations covered for F.A.C.Rule 61G20-3 CA requirements. 9. QUALITY ASSURANCE ENTITY: UL,.LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- i j' i'. i ;I i. J Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-1120. Certificate of Authorization#9503 ! FL5259-R24 Revision 20:07/22/2015 Page 12 of 12 I'I