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EVALUATION REPORT
— --_ RECEIVED _ SC /t'�t, MEMO I etc. JAN 0 9 ��?9 �, V'VS/� —Certificate of Authorization#32455 F�'f ey "353 Christian Street, Unif 913 ST: LUEle CeHntyy PBrlNltttflq ��C/e CO4n Oxford, CT 06478 (203)262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION REPORT Polyglass USA, Inc. CqV', Evaluation Report P12060.02.09-R24 1111 ort (954) 233Deerfield51230hpFL 33442r Drive F�OMRAC7 Q A' '^E Date of Revision 24: 01/24/2009 2018 ���E""�f�AA OR OR RECORD SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 6`h Edition (2017) Florida Building Code sections noted herein. © �O DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMOIetc. requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "NEMOletc. Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCAANE1983 THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. The facsimile seal appearing was authorized by Robert Nieminen, P.E. an.01/24/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOIetc. does not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. NEMO I etc. 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 NEMOIetc. 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/ used for permitting or design guidance unless retained specifically for that purpose. C�Y�t„fi�l l0I,C)Da� sTLUCIE COUNTY BUILDING DI I01��� REVIEWED FOR COMPI TANrF .' PLANSrAND PERMIIT MUST BE KEP' SITE OR NO INSPECTION(S) WILL 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 6`h Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination 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 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST5878) Physical Properties PUSA-013-02-03 12/23/2002. PRI (TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TST5878) 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 P3740.01.07 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 P30S40.11.09-111 11/30/2009 ERD (TST 6049) Physical Properties P13030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P31030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD (TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD (TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD (TST 6049) Physical Properties P37300.30.11 10/19/2011 NEMO ETC, U.C. Evaluation Report P12060.02.09-RZ4 Centocate of Authorization#32455 6tuEDITION (2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24; 01/24/2018 Page 2 of 14 -� NEMO Entity Examination Reference Date ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD (TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD (TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD (TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 ERD (TST 6049) Wind Uplift - P11781.11.03-R3 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2. 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) Physical Properties P44360.10.14-111 05/18/2015 ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD (TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD (TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD (TST 6049) Physical Properties PLYG-SC13040.12.16 12/27/2016 ERD (TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ERD (TST 6049) Physical Properties PLYG-SC12115.08.17 08/08/2017 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami -Dade (CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, L-C. (QUA9625) Quality Control Service Confirmation Exp. 30/O5/2018 4. PRODUCT DESCRIPTION: 4.1 Mechanically. Fastened Underlayments: , 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet. 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self -Adhering Underlayments: 4.2.1 Polystick MTS or Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets FRSA/TRI April 2012. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. NEMO ETC, I.I.C. Evaluation Report P32060.02.09-R24 Certificate of Authorization#32455 6m EDITION(20171 FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 3 of 14 — — NEmo 1 etc. __ _ _ _ _ 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets FRSA/TRI April 2012. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. 4.2.6 Polyflex SAP, Polyflex SAP FIR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced; APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Pro'" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.8 Polystick Tile Pro`" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and FRSA/TRI April 2012. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4.3 Mechanically Fastened and/or Bonded Underlayments; 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FIR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex S6 G and Elastoflex S6 G FIR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FIR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. - 4.3.3 Polyflex G and Polyflex G FIR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither NEMOIetc. nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. . 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. NEW ETC, U.C. Evaluation Report P12060.02.09-R24 Certificate ojAuthorization#32455 CH EDITION(2017) FBC NON-HVHZ EVALUATION FL5Z59-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 4 of 14 NEmo-j etc..___ _ 5.5 Allowable Roof Covers: TABLE 1: ROOF. COVER OPTIONS Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes & Shingles Slate Elastobase - _ Yes Yes (Base Shoot in2-plysystem) Yes (Base Sheet In 2-ply system) Yes Yes Yes Elastobase P Yes Yes (Base Sheet In 2-ply system) Yes (Base Sheet In 2-ply system) yes Yes Yes Polyglass G2 Base No Yes (Base Shoot In 2-ply system) Yes (Base sheet In 2-plysystem) No No No Polyglass APP Base No Yes (Base Sheet in2-plVsystesn) Yes (Base Sheet In 2-ply system) No No No Polystick MTS or MTS PLUS Yes Yes No Yes Yes Yes Polystick lR-Xe Yes No No No Yes Yes Polystick TU P No Yes Yes (See 5.S.1) No No No Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex 56 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex 56 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes PolyflexG Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex GFR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Yes Yes Yes (See 5.5.1) No Yes Yes 5.5.1 "Foam -On Tile' is limited to use of the following Approved tile adhesives / underlayment combinations. TABLE lA: ALLOWABLE TILE ADHESIVE f,UNDERLAYMENT COMBINATIONS Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal StormBond Roof FL14506 Polystick TU Plus, Polystick TU Max Tile Adhesive Dow TileBondT" FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP orTile Pro . Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® AH-160 FL6332 Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus,Polystick TU Max, Polystick Tile. Pro, ICP Adhesives Polyset® RTA-1 FL6276 Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) 2 Refer to Tile Manufacturers orAdhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC, LLC. Evaluation Report P32060.02.09-R24 Certgicate of Authorization#32455 6m EDITION(20171 FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments; (9541233-1230 Revision 24: 01/24/2018 Page 5 of 14 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢. ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: ➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. NEMO ETC, U.C. Evaluation Report P12060.02.09-R24 Cenificate ofAutharkation N32455 Eta EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 6 of 14 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- 12), Appendix A, Tattle 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional) Polystick MTS or 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. #2 Maximum Design Pressure =-97.5 psf: Deck: Min.1S/32-inch plywoodto meet project requirements to satisfaction of Authority HavingJurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1Y" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure=-105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1%" ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure=-135 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100or ASTM D41 Base Ply: (Optional) Polystick MTS or Polystick MTS PLUS, self -adhered. Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #5 Maximum Design Pressure =-315psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS or 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. #6 Maximum Design Pressure=-622.5 psf Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure =-30.0 psf*: Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS or 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. NEMO ETC, LLC. Evaluation Report P12060.02.09-R24 Cmif,mte ofMtho,Imtion #32455 0 EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-RZ8 Polyglass Roof Underlayments; (954) 233-1230 Revision 24: 01/24/2018 Page 7 of 14 Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL33647 TECHNICAL SERVICES, EVALUATION REPORT FLORIDA BUILDING CODE, bra EDITION (2017) Manufacturer: DREXEL METALS, INC. Issued October9, 2018 1234 Gardiner Lane Louisville, KY40213 - (502)716-7143 www.drexmet.com Manufacturing: Drexel Metals Association of Regio al Manuffaac720ig Quality Assurance: Architectural Testing, Inc. (QUA18 4) JASCOPE ST. Lucie Category: Roofing Subcategory: Metal Roofing Code Sections: 1504.3 Properties: Wind Resistance REFERENCES Entity Report No. Standard Year Architectural Testing (TST1558) 56840.02-122-18 TAS 100 1995 Architectural Testing (TST1558) 58389.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58459.01-122-44 UL 580 2006 Architectural Testing (TST1558) 58461.01-122-44 TAS 125 2003 Architectural Testing (TST1558) 82776.01-109-44 UL 580 2006 UL1897 2012 Architectural Testing (TST1558) 82784.01-10944 UL 580 2006 UL1897 2012 Architectural Testing (TST1558) 83296.01-10944 UL 680 2006 UL 1897 2012 Architectural Testing, Inc (an Intertek Company) (TST1527) H3245.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) H9058.02450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) H9058.01-450-18 TAS 125 2003 Architectural Testing, Inc (an Intertek Company) (TST1527) 13391.01450-44 UL 580 2006 Force Engineering & Testing (TST5328) 178-0054T-12 UL 580 2006 UL 1897 2012 Force Engineering & Testing (TST5328) 178-0055T-12 UL 580 2006 UL 1897 2012 Hurricane Test Laboratory (TST1527) 0287-0209-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0308-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0311-07 TAS 125 2003 ' Hurricane Test Laboratory (TST1527) 0287-0313-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0512-07 TAS 125 2003 Hurricane Test Laboratory (TST1527) 0287-0706-07 TAS 125 2003 PRI Construction Materials Technologies (TST5878) VLS-005-02-01 ASTM B 117 2016 TAS 110 2000 PRI Construction Materials Technologies (TST5878) VLS-004-02-01 ASTM G 155 2005a TAS 110 2000 PRI Construction Materials Technologies (TST5878) DMC-004-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-005-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-006-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-007-02-01 TAS 100, 1995 PRI Construction Materials Technologies (TST5878) DMC-008-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-009-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-014-02-01 TAS 125 2003 PRI Construction Materials Technologies (TST5878) DMC-016-02-01 TAS 100 1995 PRI Construction Materials Technologies (TST5878) DMC-017-02-01 Rev 1 UL 580 2006 UL 1897 2012 DRX15001.6 LF,L176Z8?R6ft Page 1 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. T-- ®CREEK DREXEL METALS, INC. I1 Metal Roofing DMC 150SS Profit anical seam; Max, 16Jin. coverage _ Description: Non-structural, mechanical lock standing seam roof panel Material: ...... _ Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 16 ksi; Shall conform with FBC Section 1507 4 3 Mtn. 24 oa. Fluropon® coated ASTM i50 ksi Shall conform wdh FBC Section A792TAZ501or ASTM A653 G9b F i mi . 150 4.3 --_ _ 1}" -T 7 16" � Materia-10-7 Min. 0.027 in. Zinc; Fy = min. 16 ksi; Shall conform with FBC Section 1507.4.3 t I�I J� DMC 175S I Profile: 1.75 in. snap lock seam; Max. 18 in. coverage Description: _ Non-structural snap lock standing seam roof panel Material: Min. 0.032 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 24 ksi; Shall conform with FBC Section 1507.4.3 Min. 0.040-inch Fluropon® coated ASTM B209 aluminum (Fy = min. 20 ksi); Shall conform with FBC Section 1507.4.3 Min. 24 ga. Fluropon(D coated ASTM A792 A750, or ASTM A653 G90; Fy -- min. 50 ksi; Shall conform with FBC Section 1507.4.3 T 16° DMC 2005 Profile: 2 in. mechanical seam; Max. 16 in. coverage Description: Non-structural, mechanical lock standing seam roof panel Material: Min. 0.040 in. Fluropon® coated ASTM B209 aluminum; Fy = min. 20 ksi; Shall conform with FBC Section 1507.4.3 _ Min. 24 ga. Fluropon® coated ASTM A792 AZ50, or A653 G90; Fy = min. 50 ksi; Shall conform with FBC Section 1507.4.3 _ _ASTM 16 ' I I S 2" 2" 1 I 116" DRX15001.6 FL17678-R6 Page 3 of 5 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK DREXEL METALS, INC. Metal Roofing LIMITATIONS 1. Fire classification is not within the scope of this evaluation. 2. This report is not for use in the HVHZ. 3. The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 4. Roof slope shall be in accordance with FBC Section 1507.4.2. 5. Reroofing shall be in accordance with FBC Section 1511. 6. Installation of the evaluated products shall comply with this report, the FBC and the manufacturers published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 7. All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. .COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 60' Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. "pwu unIq 2018.10.09 No 74021=/-11:21:46 �9 • STATE OF ••ir _04'00' :O'. <V: O R tOP Zachary R. Priest, P.E. p�ss'0NA, Florida?��OrganzationNo..on ANE964121 CERTIFICATION OF INDEPENDENCE CREEK Technical Services, LLC does not have, nor will it acquire, a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services, LLC is not owned, operated, or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any other entity involved In the approval process of the product. APPENDICES 1) APPENDIX A —Installation (12pages) 2) APPENDIX B —Approved Roof Systems (8 pages) 3) APPENDIX C —Design Wind Loads (4 pages) DRX15001.6 FL17678-R6 Page 5 of 5 This evaluation report Is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK LLC DREXEL METALS, INC. Metal Roofing APPENDIX A Component Product pjaj[W'LpgLDetail,�,� 24 ga.. in -seam Clips /7 7 f8� / 1 24 ga. DMC 150SS'Fxe 88 T is. Clip 9� 0 o ;Si 2k 8 a. in -seam clip z.� \ 26ga. DMC 50SS.Fixea. Cli 0 0 22 ga. SS in -seam clip � /7 10 1g Clips (Cont'd) 22 ga. DMC 15OSS Clip / 1 e T o o C'" 22 ga. in -seam clip J_ e" 1a 22 ga. DMC 15OSS Fixed Clip 1 as" T o / Ist 22 ga. base; 24 ga. butterfly in -seam clip DMC 15OSS Butterfly Clip ✓" �'�� Ilaw DRX15001.6 FL17678-R6 Page 2 of 12 This evaluation report is provided for Slate of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. CREEK DREXEL METALS, INC. Metal Roofing APPENDIX A Component Ploduct _ Installation Detail - DMC 150SS PANEL DMC 150SS BUTTERFLY CLIP (2) #14-13'P.HDD UNDERLAYMENT 31r33 -18GA BEARING PLATE ISO INSULATION METAL DECK DMC 150SS #14 Butterfly �— - DMC 150W PANEL 24 GA DMC 150SS FDIED CLIP (2) #10 -13 PHW ' UNDERLAYMENT SUBSTRATE L Mf50SS Fined 190" yr ergo nnarvc crmruex n e •vn®roaorxmes ma8 oxc�av vurti a6�ometmssvvxoav w-av�o as^.mcameu+ar vsvtaoroevmsmero¢w 6MG`�f50�S`#4Fixe - 90 2 #14-13 DP1, PH Screws per clip; Clip installed over 18 ga. hearing late DMC ISOSS PANEL 24 GA DMC 150SS CLIP (2) #10 -13 PHW UNDERLAYMENT SUBSTRATE DMC 150SS Standard (Al) DRX15001.6 FL17678-136 Page 6 of 12 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. I ®CREEK TECHNICAL SERVICES, LLC DREXEL METALS, INC. Metal Roofing APPENDIX B Approved Systems for DMC 150SS over Wood Deck (New or Existing),.. System, Deck Fire Barrier Underlayment Roof Panel Panel Attachment No. PDQ Min. 15/32 OPTIONAL Approved ASTM D 0.027' (0.7mm) Zinc DMC 150SS DMC150SS Zinc attachment 150SS-WI COX plywood Versashield Solo 1970 undedayment Max. 15.7-inch wide with DMC 150SS Utility Floating Clips -78.5 180° seam spaced 18 in. o.c. Min. 15/32 OPTIONAL Approved ASTM D 0.027" (0.7mm) Zinc DMC 150SS DMC150SS Zinc attachment 150SS-W2 CDX plywood Versashield Solo 1970 underlayment Max. 15.7-inch wide with DMC 150SS Utility Floating Clips -86 180' seam spaced 6 in. o.c. Min. 15/32 OPTIONAL Approved ASTM D 0.027" (0.7mm) Zinc DMC 150SS DMC150SS Zinc attachment 150SS-W3 CDX plywood Versashield Solo 1970 underlayment Max. 15.7-inch wide with 26 ga. DMC 150SS Fixed Clips spaced -86 180° seam 18 in. o.c. 150S5-W4 Min. 15/32 OPTIONAL As required per FBC 0.032" AI DMC 150SS Max. 16-inch wide DMC 150SS Standard (Al) attachment -90 CDX plywood Versashield Solo 180°seam with clips spaced 16 in. o.c. OSB-, in. 5130 CDX OPTIONAL Versashield Solo As required per FBC 'g2TDMC 6oSS Max�.16 Inch wide OSS-F1xed�9Patt_ Y achme t � 9D plywood 90 seam wit a{ipsspanetl 16 in, o.c. 15055-W6 Min. OPTIONAL As required per FBC 24 ga. DMC 150SS Max. 16-inch wide. DMC 150SS Butterfly attachmentd -99.25 CDX plywood Versashield Solo 180° seam with clips spaced 16 in. o.c. Min. 15/32 OPTIONAL Approved ASTM D 0.027" (0.7mm) Zinc DMC 150SS DMC150SS Zinc attachment 150SS-W7 CDX plywood Versashield Solo 1970 underlayment Max. 15.7-inch wide with 26 ga. DMC 150SS Fixed Clips spaced -108.5 180° seam 9 in. o.c. 150S5-WB Min. 15/32 OPTIONAL As required per FBC 24 ga. DMC 150SS Max. 16-inch wide DMC 150SS Continuous Butterfly -114.25 CDX plywood Versashield Solo 180'seam attachment with fasteners spaced 12 in. o.c. Min. 15/32 OPTIONAL 24 ga. DMC 150SS DMC 150SS Fixed Enhanced - 90 150SS-W9 CDX plywood Versashield Solo As required per FBC Max. 16-inch wide attachment -150 Min. 90' seam with clips spaced 12 in. o.c. Min. 15/32 OPTIONAL 24 ga. DMC 150SS DMC 150SS Fixed Enhanced - 180 E CDX plywood Versashield Solo As required per FBC Max. 16-inch wide attachment -165 Min. 180° seam with clips spaced 8 in. o.c. DRX15001.6 FL17678-R6 Page 3 of 8 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services, LLC of any product changes or quality assurance changes 'throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein.