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HomeMy WebLinkAboutProduct Approval (2) 6/20/2018 Florida Building Code Online � ,�- k. �,_' ys., � •_ �� 5� 3 c° .r• '�d'�"'�5�`la i td+rv" 4 n d C�e�b � '� iA+Ws���' � -a �� t �., `' " �i�yk s ��°k,, a r�2y*r : ,� - a`q�' r � �'f�:r v' ` r a + +,`:.1 �,�• "�' ``.�;+ �i� 4_ .� ,;?�Z. �. 'sue.,���"'sl_ s s °`-«_` t n✓,s._.taa4"t ,r #�"a' BCIS Home Log In User Registration l Hot Topic Submit Surcharge l Stats&Facts Publications FBC Staff BCIS Site Map Links ( Search d Florida VONl`' i��product Approval bj. r t�— USER:Public User rxrau Product Aooroval Menu>Application Detail �-z FL# FL5259-R28 Application Type " Revision Code Version 2017 � Application Status Approved Comments Archived t F h HP " Product Manufacturer POLYGLASS USA Address/Phone/Email illl W.Newport Center Drive Deerfield Beach,FL 33442 b (954)233-1378 Ext242 alender@polyglass.com F*le COPY Authorized Signature Ariel Lender alender@polyglass.com REVEE z Technical Representative Maury Alpert � �� �® ' Address/Phone/Email 1111 W.Newport Cent CO® flPLRA l Deerfield Beach,FL 3 4 �_ NC (912)429-861C LUCp ° z MAlpert@polyglass.com (;'.1h0UNTY BOWCC Quality Assurance Representative Ariel Lender f Address/Phone/Email 1111 W.Newport Center Drive Deerfield Beach,FL 33442 nh (954)233-1230 ALender@polyglass.com *�4'y Y Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer " Evaluation Report-Hardcopy Received - 2 Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report=` „ Florida License PE-59166 Quality Assurance Entity UL LLC �? s Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W.Knezevich,PE r ✓+ Validation Checklist-Hardcopy Received Y «� Certiflcate.of Independence FL5259 R28 COI 2018 01 COI NIEMINEN.pdf ,.._ Referenced Standard and Year(of Standard) Standard Year ASTM D1970 2015 i ASTM D226 2009 ASTM D4798 2011 ASTM D6164 2011 ASTM D6222 2011 4` FM 4474 2011 ' '- FRSA/TRI April 2012. 2012 hftps:/AwAv.floddabuilding.org/pr/pr app_dtl.asp)?param=wGEVXQwtDgvbSgAaZp3Crk2vS%2fegOlipJYmiSimlPV6uypRuXszPog%3d%3d 1/2 U 6/20/2018 Florida Building Code Online UL 1897 2012 fz Equivalence of Product Standards Certified By Sections from the Code a� , Product Approval Method Method 1 Option D Date Submitted 01/24/2018 rts Date Validated 01/29/2018 � � Date Pending FBC Approval 01/30/2018 Date Approved 04/10/2018 r s Summary of Products _ NumeoNameD .p� , .nFL� ei 5259.1 Poass Roof Roofing underlayments Underlayments Limits of Use Installation Instructions - � f �r Approved for use in HVHZ:No FL5259 R28 II 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ:Yes R�8 pdf Impact Resistant:N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-622.5 Created by Independent Third Party:Yes ^^ Other: 1.)The design pressure in this Evaluation Reports application relates to one particular FL5259 R28 AE 2018 01 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- underlayment system(over concrete deck)for R28,pdf use under foam-on tile systems(where the Created by Independent Third Party:Yes underlayment forms part of the load-path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures.2.)Refer to ER Section 5 for µ other limits of use. x " - t g Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-467-1824 The State of Florida is an AA/EEO employer.Cogyjight 2007-2013 State of Florida.::Pnvacv Statement::Accessibility Statement::Refund Statement a Under Florida law,email addresses are public records.If you do not want your e-mail address released(n response[o apublic-records request,do not send electronic J mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.'Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails �,�. ,.. provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: , eChFckM Credit Card Safe https://www.flo6dabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQvADgvbSgAaZp3Crk2vS%2fegOlipJYmiSimlPV6uypRuXszPog%3d%3d 212 MEMO etc. Certificate of Authorization#32455 353 Christian Street, Unit#13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT CERTIFY EVALUATION'REPORT Polyglass USA,Inc. Evaluation Report P12060.02.09-R24 1111 West Newport Center Drive FL5259-1128 Deerfield Beach, FL 33442 Date of Issuance:02/24/2009 (954)233-1230 Revision 24:01/24/2018 SCOPE: This' Evaluation Report is issued under Rule 614320-3 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 61h Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. of any changes to the product(s), the Quality Assurance or the production facility location(s)._ NEMO etc. 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 "NEMO I etc. 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: -��„'"'L ��C;^moo-5�1'?S�•�• Robert J.M. Nieminen P.E. The facsimile seal appearing was authorized by Robert Nieminen, Florida Registration No.59166,Florida DCA ANE1983 P.E.on 01/24/2018. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEMOI etc. 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 NEMOI etc. 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. ONEMO etc. 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 6th 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: Enfint Examination Reference Date FM Approvals(TST 1867) Wind Uplift 3004091 01/12/2000 PRI(TST 5878) Physical Properties 1311101111 04/08/2002 PRI(TST 5878) Physical Properties PUSA-005-02-01 01/31/2002 PRI(TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI(TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI(TST 5878) Physical Properties PUSA-018-02-01 07/14/2003 PRI(TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI(TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI(TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI(TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI(TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI(TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI(TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 01/29/2009 ERD(TST 6049) Physical Properties 11752.09.99-1 02/08/2000 ERD(TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD(TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD(TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD(TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD(TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD(TST 6049) Wind Uplift P9260.03.08, 03/21/2008 ERD(TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD(TST 6049) Wind Uplift P30540.11.09-111 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD(TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD(TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD(TST 6049) Physical Properties P33360.06.10 06/25/2010 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 NEMO ETC,I.I.C. Evaluation Report P12060.02.09-1124 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 2 of 14 ONEMO etc. Enti 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 60.49) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6649) 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 PA Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.10/05/2018 4. PRODUCT DESCRIPTION: "41 Mechanically Fastened Ur de'rlaymerrts .- -- �° 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�Adherinv-`Ua� � 4.2.1 Polystick MTS or Polystick MTS PLUS is nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fi err I Led,surfac o yo efinic 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,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 3 of 14 *NEMOJetc. 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 FR, Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR) are polyester reinforced,APP modified bitumen cap sheets;meet FRSA/TRI April 2012. 4.2.7 Polystick Dual 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 ProTM' 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 FR are polyester reinforced,SBS modified bitumen cap sheets;meet ASTM D6164. Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened the roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the'Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the 'Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. S. 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. NEMO ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 C"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 4 of 14 ONEMOjetc. 5.5 Allowable Roof Covers: TABLE`1 ROOF_' ER OPTIONS a"M Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes Slate &Shingles Yes Yes EIaSYObaSe Yes (Base Sheet in 2-ply system) (Base Sheet In 2-ply system) Yes Yes YES Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet In 2-ply system) Polyglass G2 Base No Yes Yes- No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass APP Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet In 2-ply system) _RQ!ystick MTS or MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes PolystickTU P No Yes Yes (See 5.5.1) No No No PolystickTU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes PolystickTU 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 S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes or SA-APP Cap Sheet(FR) 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. - TABLE 1A:ALLOWABLE TILE ADHESIVE UNDER LAYMENTCOMMNATIONSl,. Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal StormBond Roof FL14506 Polystick TU Plus,Polystick TU Max Tile Adhesive Dow TileBond'" FL22525 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset®AH-160 FL6332 Elastoflex G TU,Elastoflex 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 S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR, Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6t"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 5 of 14 ON EMO etc. 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 polyisocyan u rate 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. i NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certificate oJAuthorization#32455 eH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 6 of 14 ONEMOletc. 5.6.4 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems, where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012(04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure 'divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012(04- 12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None 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.15/32-inch plywood 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,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1Y4"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. #3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 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)PG100orASTM 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=-315 psf: 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,I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION F1.5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 7 of 14 ON EMO etc. #8 Maximum Design Pressure=-37.5 psf*: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS 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. #9 Maximum Design Pressure=-37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt. #10 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)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 or Elastoflex G TU,applied in full mopping of hot asphalt. #11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)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 or Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. #12 Maximum Design Pressure=-45 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #13 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #14 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. 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 Certificate of Authorization#32455 eH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 8 of 14 . ONEMO etc. #15 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails . ;Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows.' 'Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #16 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to.meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #17 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c.at the 4-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #18 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underloyment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #19 Maximum Design Pressure=-75 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use-of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with l . OMG Flat Bottom Plates-(AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or. Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. #20 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. 'Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #21 Maximum Design Pressure=-90 psf:. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal i Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #22 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 9 of 14 ON EMO etc. #23 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates,OMG#14 HD with OMG 3"Galvalume Steel Plates,OMG Roofgrip#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied'or Polyflex G, torch- applied. #24 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS 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. #25 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #26 Maximum Design Pressure=-112.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS 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. #27 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. #28 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.1 All other direct-deck, adhered Polyglass underlayment systems beneath foam-on tile systems carry a Maximum Design Pressure of-45 psf. NEMO ETC,U.C. Evaluation Report P32060.02.09-R24 Certificate of Authorization#31455 6T"EDITION(1017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(9s4)233-1230 Revision 24:01/24/2018 Page 10 of 14 OMEMO etc. 5.6.4.2 For mechanically attached Base Sheet,the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are •ANSI/SPRI WD1; FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth_in Section 2.2.10.1 of FM Loss.Prevention Data Sheet 1-29 (January 2016)for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS,TU P,TU Plus,TU Max, Dual Pro,Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180-days after installation. Polyflex SAP or SAP FR, or Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile, in-which case the maximum exposure is 30 days. Elastoflex S6 G or Elastoflex S6 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set the (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition,tested at standard laboratory conditions. Agreement between purchaser and seller,as set forth in Section 4.3,Note 1 of ASTM D1970-15,should be established as to slip resistance. 5.9 'tile Slippage Limitations(FRSA/TRI April-2012(04-12)): When loading roof tiles on the underlayment.in direct-deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. e r TABLE2 TILE SLIPPAGE"LINIITATIONSFOR.DIRECT DECKTILE'INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat 10-tile stack 7:12 Elastoflex G TU Lugged 8-tile stack(6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polystick MTS or MTS PLUS Flat 6-tile stack(4 over 2) 5:12 Lugged 6-tile stack(4 over 2) 4:12 Polystick Tile Pro Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat 6-tile stack(4 over 2)or 10-tile stack 7:12 Polystick TU Max Lugged 6-tile stack(4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tile stack(4 over 2) 6:12 Lugged 6-tile stack(4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack(4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polyflex G or G FR Flat or Lugged 6-tile stack(4 over 2) 4:12 Polyflex SA P or SA P FR Flat or Lugged 6-tile stack(4 over 2) 4:12 f NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28- Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 11 of 14 ON EMO etc. 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3. Elastobase,Elastobase P or Mule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex G TU, Elastoflex S6 G'or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top-layer underlayment,as set forth in Table 1. 6.3.2 Tile Applications: Elastobase,Elastobase P or Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the"Two Ply System"from FRSA/TRI April 2012(04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012(04-12)Installation Manual. 6.4 Polystick MTS,MTS PLUS,IR-Xe,TU P TU Plus,TU Max,Dual Pro,Tile Pro or MU-X or Polyflex SAP,Polyflex SAP.FR, Mule-vide.SA-APP Cap'Sheet or Mule-Hide SA-APP Cap Sheet(FR):p 6.4.1 Shall be installed in compliance with the codified requirements for ASTM D1970(except Polystick TU P)underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. 6.4.2 Direct-to-Deck with Mechanically Fastened Roof Covers: All self-adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR)should be back-nailed in selvage edge seam in accordance with Polyglass/Mule- Hide back nailing guidelines. Nails shall be corrosion resistant, 11 gauge ring-shank type with a minimum 1-inch diameter metal disk or Simplex-type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back- nailed using the above noted fasteners and spacing, in area marked "nail area, area para clavar" on the face of membrane. The head lap membrane is to cover the area being back-nailed. All seal-lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. hand roller to ensure full contact and adhesion. �< �"�' For Dual Pro and Tile Pro, align the edge of � the top sheet to the end of the glue pattern (the sheet will overlap the fabric). View of Ovelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details NEMO ETC,LLC. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 eH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 12 of 14 OMEMO etc. Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted-roller or,on steep slopes, use of a stiff broom with approximately 4Nbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches,laps(min.28 lb roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick Dual Pro,1R Xe or Polystick MU-X): Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s); Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. 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,Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top-layer material. This is not a requirement,but is allowable if a 2-ply underlayment system is desired. Polystick MTS or MTS PLUS followed by Polystick TU P,TU Plus,TU Max,Tile Pro or Polyflex SAP is allowable for use under foam-on tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Elastoflex G.T,U,Elastoflex,S6 G or Elastoflex S6 G FR 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied"Cap Sheet" in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll.Roofing"(ASTM D6380,Class M)in the"Single Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems or the Hot Asphalt applied"Cap Sheet"in the"Two Ply System from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems. 6.5.2 For hot-asphalt-applications, Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the. substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6 6` Polyflex G or Polyflex,'G FR: . .• - 6.6.1 'Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. 'For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet"in the"Two Ply System"from FRSA/TRI April 2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012(04-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3). NEMO ETC,U.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 eH EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-1128 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 13 of 14 ONEMOjetc. 6.6.2 Polyflex G or Polyflex G FR shall be fully torch-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully heat-welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein,and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter-battens, as required by the tile manufacturer and FRSA/TRI April 2012(04-12)must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards,to prevent the sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self-adhering membranes and before loading of roofing tiles is forty-eight(48)hours. 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.611320-3 QA requirements. The following plants have qualified products under their respective physical properties specifications. Plant Specification Products - Fernley,NV,Hazleton,PA&Winter Haven,FL ASTM D1970 Polystick MU-X Hazleton,PA M-D 13-0004 Elastoflex G TU ASTM D1970 Polystick IR-Xe Hazleton,PA&Winter Haven,FL ASTM D1970&FRSA/TRI April 2012 PolystickTU Plus ASTM D1970&FRSA/TRI April 2012 Polystick TU Max Tuscaloosa,AL ASTM D4601,Type II Polyglass G2 Base ASTM D226(physicals) Elastobase,Elastobase P ASTM D6509 Polyglass APP Base FRSA/TRI April 2012 Polystick MTS,Polystick MTS PLUS FRSA/TRI April 2012 Polystick TU P Winter Haven,FL FRSA/TRI April 2012 Polyflex SAP,Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970&FRSA/TRI April 2012 Polystick Tile Pro ASTM D6164 Elastoflex S6,Elastoflex S6 G FR ASTM D6222 Polyflex G,Polyflex G FR 9. QUALITY ASSURANCE ENTITY: UL,LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- F NEMO ETC,I.I.C. Evaluation Report P12060.02.09-R24 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL5259-R28 Polyglass Roof Underlayments;(954)233-1230 Revision 24:01/24/2018 Page 14 of 14 OFFICE USE ONLY: DATE FILED: PERMIT# ' REVISION FEE: RECEIPT# PLANNING & DEVELOPMENT SERVICES BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE i FORT PIERCE,FL 34982-5652 (772)462-1553 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 398 GOKCHOFF RD, Fort Pierce, FL 34945 DETAILED DESCRIPTION OF PROJECT REVISIONS: Change from the approved 5V Metal to Stand N Seam Metal CONTRACTOR INFORMATION: i STATE of FL REG./CERT. #: CCC1327208 ST. LUCIE CO CERT. #: BUSINESS NAME: SUNRISE CITY CHDO, INC. QUALIFIERS NAME: RODERICK WALLER ADDRESS: 130 S. INDIAN RIVER#202 CITY: FORT PIERCE STATE: FL ZIP: 34950 PHONE(DAYTIME): 772-201 -0820 FAX: OWNER/BUILDER INFORMATION: NAME: REMBERTO&EDITH FLORES ADDRESS: 398 GOKCHOFF ROAD CITY: FORT PIERCE - STATE: FL ZIP: 34945 PHONE(DAYTIME: FAX: I ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: ME REVIA SLCCC: 9/23/09 Revised 06130/17 1 /19/2018. Florida Building Code Online 4 g BCIS Home t}Log In I User Registration Hot Topics j Submit Surcharge I Stats&Facts ; Publications l e Contact Us Ie BCIS Site Map I Links I Search I Florida .�yi Product Approval USER:Public User Product Approval Menu>Product or Application Search>Application List>Application Detail ® �.FL•# FL17796-RS tw � Application Type Revision �O 3 Code Version 2017 1 Application Status Approved REVIEWED FOR Armme is CODE COMPLIANCE ST. LUCIE COUNTY Product Manufacturer Atlantic Metal II of Vero Beach ®VC�oC Address/Phone/Email 4020 43rd Avenue /VLvJiJ Vero Beach,FL 32960 (772)257-5730 FLvalidation@yahoo.com A(o 2� Authorized Signature William Lasky File Copy FLvalidation@yahoo.com jC Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofi E I Subcategory Metal Roofing Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who developed the LOCKE BOWDEN Evaluation Report Florida License PE-49704 Quality Assurance Entity Keystone Certifications,Inc. Quality Assurance Contract Expiration Date 06/11/2025 Validated By Zachary R.Priest,P.E. Validation Checklist-Hardcopy Received Certificate of Independence FL17796 RI COI FL 17796 1.0 Nail Strip 24GA over 15 32 Plywood- j� 2017 Code RR.pdf I Referenced Standard and Year(of Standard) Standard Year TAS 100 1995 TAS 125 2003 TAS110 2000 UL1897 2012 UL 580 2006 Equivalence of Product Standards Certified By Sections from the Code https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofjKv7zYVGsdytxRV640WTjfC3zOhF3BRA%3d%3d 1/3 /19/201a Florida Building Code Online Product Approval Method Method 1 Option D Date Submitted 01/24/2018 Date Validated 02/14/2018 Date Pending FBC Approval 02/20/2018 Date Approved 04/10/2018 Summary of Products FL# Model,Number or Name Description 17796.1 1 1/2"Nail Strip 1 1/2"Nail Strip 15 1/2"Wide over 1/2"Plywood-HVHZ. Complianr with FBC 2017 6th ed. Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R1 II FL 17796 1.5 Nail Strip 24GA over Plywood- Approved for use outside HVHZ:Yes 2017 Code RR.pdf Impact Resistant: N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-116.OPSF Created by Independent Third Party:Yes Other:78.5 psf @ 11"o.c.-116.0 psf @ 6 1/2"o.c.Install per Evaluation Reports manufacturers details. For use in HVHZ Zones. FL17796 R1 AE FL 17796 1.5 Nail Strip 24GA over Plywood- 2017 Code RR.pdf Created by Independent Third Party:Yes 17796.2 1 1/2"Snap Lock 1 1/2"Snap Lock 24 Ga.over 16"Wide 1/2"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R1 II FL 17796 1.5 Snap Lock 24GA SS over Approved for use outside HVHZ:Yes Plywood-2017 Code RR.pdf Impact Resistant: N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party:Yes Other:-86.0 psf @ 24"o.c.-108.5 psf @ 12"o.c.-116.0 psf Evaluation Reports @ 6"o.c.Install per manufacturers details.For use in HVHZ FL17796 RI AE FL 17796 1.5 Snap Lock 24GA SS over Zones. Plywood-2017 Code RR.pdf Created by Independent Third Party:Yes 17796.3 1"Mechanical Lock 1"Mechanical Lock 0.032"Aluminum 16"Wide over 1/2" Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 RI II FL 17796 1.0 Mechanical Lock.032 or.040 Approved for use outside HVHZ:Yes Alum-2017 Code RR.pdf Impact Resistant: N/A Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party:Yes Other:-63.5 psf @ 24"o.c.-101.0 psf @ 6"o.c.Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL17796 R1 AE FL 17796 1.0 Mechanical Lock.032 or.040 Alum-2017 Code RR.pdf Created by Independent Third Party:Yes 17796.4 1"Nail Strip 1"Nail Strip 24 Ga. 16"Wide over 1/2"Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL17796 R1 II FL 17796 1.0 Nail Strip 24GA over 15 32 Approved for use outside HVHZ:Yes Plywood-2017 Code RR.pdf Impact Resistant:Yes Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-153.5PSF Created by Independent Third Party:Yes Other:-59.75 psf @ 16"o.c.-101.0 psf @ 6 3/4"o.c.-153.5 Evaluation Reports psf @ 6 3/4"o.c. 12"o.c.Install per manufacturers details.Not FL17796 RI AE FL 17796 1.0 Nail Strip 24GA over 15 32 for use in HVHZ Zones. Plywood-2017 Code RR.pdf Created by Independent Third Party:Yes k 17796.5 1"Snap Lock 1"Snap Lock 24 Ga. 17"Wide 1/2"Plywood Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R1 II FL 17796 1.0 Snap Lock 24GA SS over Appy-oved for use outside HVHZ:Yes Plywood-2017 Code RR.pdf ' Impact Verified By: Locke Bowden,P.E.49704 Design Pressure: +N/A/-131.OPSF Created by Independent Third Party:Yes Other:-67.3 psf @ 24"o.c.-131.0 psf @ 6"o.c.Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL17796 R1 AE FL 17796 1.0 Snap Lock 24GA SS over Plywood-2017 Code RR.pdf Created by Independent Third Party:Yes 1 17796.6 SV Crimp 26 Ga.5V Crimp Roof Panel over Plywood j Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL17796 R1 II FL 17796 5V Criml2 24GA or 26GA Min.Thru Approved for use outside HVHZ:Yes Fastened over Plywood-2017 Code RR.pAf Impact Resistant: N/A Verified By: Locke Bowden,P.E.49704 https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQMDgs%2bbt23mLBHolKv7zYVGsdytxRV640VVTjfC3zOhF3BRA%3d%3d 2/3 r '9/19/201a Florida BuildingCode Online Design Pressure: +N/A/-156.5PSF Created by Independent Third Party:Yes Other:-108.5 psf @ 12"o.c.-156.5 psf @ 6"o.c.Install per Evaluation Reports manufacturers details.For use in HVHZ Zones. FL17796 R1 AE FL 17796 5V Crimp 24GA or 26GA Min.Thru Fastened over Plywood-2017 Code RR.pdf Created by Independent Third Party:Yes Back fdext Contact Us::2601 Blair Stone Road,Tallahassee FL 32399 Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy at ::Accessibility Statement::Refund Statement Under Florida law,email addresses are public records.If you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395.-Pursuant to Section 455.275(1), Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emails provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts: ® e C Mz M Credit Card Safe https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgs%2bbt23mL8HofKv7zYVGsdytxRV64OWTjfC3zOhF3BRA%3d%3d 3/3 I I 4310 45th Street Vero Beach, Fl.32966 (772)257-5730 Compliant with Florida Building.Code 2017 (Wh ed.) Compliant with Florida Product Approval Rule#61620-3 Compliant Quality Assurance Program:keystone Certifications FBC Sections:1504.3.2,1506,1507.4.3,1517,1518.9,1523.6.5.2.4 Underlayment:See Section 1507,Table 1507.1.1 - o ,e g o o m o•o a ^ o• o 2443A steel FOR,HVHZ:ASTM A653 G90 FOR NON-HVHZ:ASTM A792 unpainted or painted w/Valspar Fluropon See Table 1507.4.3(2) 15%"Wide Female Rib:1 W tall Male Rib:%"tall rib w/slotted strip Panel Seam:Snap Lock Panel Fastener: Corrosion Resistant Compliant;ALL to penetrate min.%"through plywood Min.50ksi Through Panel Slot:(1)#12-11 x 1"tall Pancake Type A In Pan of Panel:(2)#10-11 x 1"Eclipse Head Type A FOR HVHZ Constructions 19/32"or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood where roof is less than 19/32"thick(min.15/32")the attachment of the decking shall be no less than 8D annual ring shank nails@ 6"o.c. FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c. Fire Barrier:Any approved fire barrier having a current NOA. "Design Pressure: Panel Slot Fastener Spacing: Panel Pan Fastener Spacing: -78.5 PSF 11"O.C. N/A -116 PSF 6%"O.C. 12"O.C. 24GA steel FOR HVHZ:ASTM A653 G90 FOR NON-HVHZ:ASTM A792 unpainted or painted w/Valspar Fluropon See Table 1507.4.3(2) j 16"Wide Rib:1%" Panel Seam:Snap Lock Roof Panel Clip:1500SNS,Fixed,18GA,3%"Long Min.50ksi Corrosion Resistant Clip Fastener:(2)#12-11 Pancake Type A to penetrate min.X"thru plywood. FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood add 15/32" plywood where roof is less than 19/32"thick(min.15/32")the attachment of the decking shall be no less than 8D annual ring shank nails @ 6"o.c. FOR.NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c. Fire Barrier:Any approved fire barrier having a current NOA. "Design Pressure: Clip Spacing: Fasteners per Clip: -86.0 PSF 24"O.C. 2 -108.5 PSF 12"O.C. 2 -116.0 6"O.C. 2 Ill r, .032 or.0 Aluminum,3105 H-24 unpainted or painted with Valspar Fluropon conforming to FBC 2017 6 ed. Min.22.7 ksi 16"Wide Rib Height:1" Panel Seam:180'Seam,Double Lock w/mechanical seamer Roof Panel Clip:UC-3 Stainless Steel Butterfly Clip Assembly,Two-Piece Slider Corrosion Resistant Clip Fastener:(2)#12-11 x i"Pancake Type A to penetrate min.%"thru plywood FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank.In reroofing applications add 25/32"plywood where roof is less than'19/32"thick(min.15/32")the attachment of the decking shall be no less than 8D annual ring shank nails @ 6"o.c. FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c. Fire Barrier:Any approved fire barrier having a current NOA. "Design Pressure: Clip Spacin : Fasteners per Clip: -63.5 PSF 24"O.C. 2 j -201.0 PSF 6"O.C. 2 1 0 •o• ® a aoo o e ®c ® Q 24GA Steel,conforming to FBC 2017 61'ed. Yield Strength:Min.50 ksi Self-adhered roofing underlayment min.40 mil thickness. j 16"Wide Female Rib:1"tall Male Rib: %"tall rib w/slotted strip Panel Seam:Snap Lock Panel Fastener:Corrosion Resistant Compliant,ALL to penetrate%"min.through plywood Through Panel Slot:(1)#10-13 x 1"GP Pancake Type A In Pan of Panel:(2)#10-11 x 1"Eclipse Head Type A Substrate:Min.15/32"APA Plywood over supports at max.24"o.c. Min.slope shall comply w/FBC 2017 61 ed. I "Design Pressure: Panel Slot Fastener Spacing: Panel Pan Fastener Spacing: -59.75 PSF 16"O.C. N/A -101.0 PSF 6%"O.C. N/A -153.5 PSF 6%"O.C. 12"O.C. i i °. B .• n • _ c 'eon° f�� ' Baer o,, ° aa �o 24GAsteel FOR HVHZ:ASTM A653 G90.FOR NON-HVHZ:ASTM A792 unpainted or painted w/Valspar Fluropon See Table 1507.4.3(2) 17"Wide Rib Height:l" Panel Seam:Snap Lock Roof Panel Clips:1000SNS,Fixed,18GA,3 X"Long Corrosion Resistant Clip Fastener:(2)#12-11 Pancake Head Type A to penetrate min.W through plywood Min.50ksi FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood where roof is less than,19/32"thick(min.15/32")attachment of the decking shall be no less than 8D annual ring shank nails @ 6"o.c. FOR NON-HVHZ Construction:min.15132"APA Plywood over supports at max.24"o.c. Fire Barrier:Any approved fire barrier having a current NOA. Min.slope shall comply w/FBC 2027 6"'ed. i "Design Pressure: Clip Spacing: Fasteners per Clip: -67.3 PSF 24"O.C. 2 -131.0 PSF 6"O.C. 2 . , a o.c 24GA steel FOR HVHZ:ASTM A653 G90 FOR NON-HVHZ:ASTM A792 unpainted or painted w/Valspar Fluropon See Table 1507.4.3(2) 24"Wide Rib Height:3/8"major rib Min.50ksi Fire Barrier:''/."Georgia Pacific"Dens Deck"or approved equal. FOR HVHZ Construction:19/32"or greater APA Plywood or wood plank.In reroofing applications add 15/32"plywood where roof , is less than 19/32"thick(min.15/32")the attachment of the decking shall be no less than 80 annual ring shank nails @ 6"o.c. FOR NON-HVHZ Construction:min.15/32"APA Plywood over supports at max.24"o.c.Min.slope shall comply w/FBC 2017 6ei ed. #°Design Pressure: Fastener Pattern: Fastener Spacing., -108.5 PSF Panel Rib 12"O.C. -1S6.5 PSF Panel Rib 6"O.C. Reference Data: "DESIGN PRESSURE INCLUDES A SAFETYMARGIN OF2:1 Force Engineering&Testing(TST 5328) 72-0190T 07 TAS 125-03(UL 580-06'/UL 1897-122) Farabaugh Engineering&Testing(TST-1564). T349-07 TAS 100-95 PRI Asphalt Technologies TAS 110.00(ASTM G 155/ASTM B 117) Force Engineering&Testing(TST-5328) 72-0180T 07 TAS 125-03(UL 580-061/1.11.1897-122) Farabaugh Engineering&Testing(TST-1654) T107-07 TAS 100-95 Force Engineering&Testing(TST-5328) 72-0191T-07 TAS 125-03(UL 580-06'/UL 1897-122) Farabaugh Engineering&Testing(TST-1654) T232-07 TAS 100-95 Force Engineering&Testing(TST-5328) 72-0314T-06 UL 580.943-/UL 1897-122 Farabaugh Engineering&Testing(TST-1654) T158-07 TAS 100-95 Force Engineering&Testing(TST-5328) 72-021OT-07 TAS 125-03(UL 580-06'/UL 1897-122) Farabaugh Engineering&Testing(TST-1654) T233-07 TAS 100-95 Force Engineering T&Testing(TS 5328) 115-0172T 07 A-C TAS 125-03(UL 580-06'/UL 1897-1Z2) Farabaugh Engineering&Testing(TST 1654) T130-07 TAS 100-95 1 T215-09 TAS 10D-95 1, UL 580 94 test standard is equivalent to UL 580-06 test standards. 2. UL 1897-98 test standard is equivalent to UL 1897-12 test standards. Limitations: 1. Underlayment to be compliance with current Florida Building Code(FBC)2017 6TM ed..see Chart 1507.1.1 2. Minimum slope to be compiiantwith Florida Building Code 2017 6ch ed.,and per with Manufacturer's installation reference. 1 3. Products are compliant with State of Florida product approval per Rule 61G20-3. Compliance Method: 1-D 4. Engineering analysis for"project specific approval by local authority's w/jurisdiction is allowed by other registered engineers. S. Fire classification is not part of this acceptance. Shear diaphragm values are outside'this report. 6. Support framing in compliance w/FBC 2017 61h ed.,Chapter 22 Steel,Chapter 23 Wood and Chapter 16 Structural Loading. 7. This report does not imply warranty,installation,recommended product use outside of this report. Certificate of independence: Locke Bowden,P.E.does not have,not will acquire a financial Interest in any company manufacturing or distributing products under this evaluation. Locke Bowden,P.E.is not owned,operate oID.TUNr4by any company,manufacturer or distributing products under report. ,go gGENSF•Fj��i Locke Bowdecl, P.E ° FL Reg. no.49704 o. 4 w 7 3 g' z ° 6 STATE OF �tv� i ATLANTIC METAL II OF VERO BEACH 1.0 Nail Strip 24GA over Plywood—INSTALLATION DETAILS i JI 3 �lc� , i a_ ova 10 lot I i TYPE 1 FASTENER f'_ ATT-RN (.SEE LOAD TABLE 16" 15/32" PLYWOOD- L#10-13 x I" GP TYPE A P'NNCAKE W1 GRACE RX '& '.'DATER SHIELD SUE LOAD TABLE. FOR SPACING OVER ENTIRE R001= DECK �1'PE ;7 FA"_:+"I"t•1f-:K Pr'1t_�'Z�! SEA !OA!) i"At�IJF.I 16" :JI i 0-12 x 1" TYPE: A 'PANCAKETT � j �� 8n 6 3/'r. D.C. (2) #10-11 X 1" ECLIPSE HEAD @ 12" O.C. PER PANEL 15/32" PLlMOOD W/ GRACE ICE &.. WATER SHIELD OVER ENTIRE ROOF DECK i I I I I i I ATLANTIC METAL II OF VERO BEACH 1.0 Nail Strip 24GA over Plywood—INSTALLATION DETAILS f FIELD HEMMED PANEL END BACK I" f'r I..PANELS REGUIRING FIELD HEMMED E140S 54HOULD DE 17AORICAFED I" LONGER THAN tFIE FINISHED PEA!£! LF,NGIN, VALI Y COUr,1116NS MUS HE FIELD CUT T THE � APPROPRIATE ANGLES .ter✓� ?. -CUI 4ACX P EIL MKS I" ICI � C!1!' bALC. END . a^nCX i•• f rF 'R 3. 'PtACt PROTWO04C PAN INTO THE ?ANEL HEMMING TOOL. THE FRONT EDGE OF THE TOOL MUST REST AGAMT THE NOTC4ED JOINT LEGS ON BOTH SIDES. 4. WMLE WHIAINING PRESSURE AGAMST ` . THE PANEL JOINTS, ROTATE THE HEh#MINC TOOL AS CLOSE TO 18W AS POSSIBLE. ' PANELAREMMINO TOQL - 7 5, INSPECT COMPLETED HN 10 IMSU11 THAT THE HEM IS OPENED AND CAPABLE OF RECEIVING THE. CLEAT (SEE ERECTION DETAILS)._ o t { I i I ATLANTIC METAL Il OF VERO BEACH 1.0 Nail Strip 24GA over Plywood—INSTALLATION DETAILS HIGH PROFILE RAKE I.) Turn,cul, edge of panel up ?". 1 Z.) determine locatt(irt off zee closure. Apply seelont lope to Pot of ,pohet. 3.) Place closure on fop of seo!nfif tape. Secure through lope tend ponel with x 1" HWH woor) screws @ 12"o'c. 4-.) Apply a continuous strip of sealant lode to lite top of the 7ae etasuro. Seal between ends of Ic�pe with �butyt seclon!. S.) Install panels so that Ilia the field cut end is engaged into the open hem of the receiver trim, and !ulfy embedded into the urethane seol©nt. 6.) Instoll the .nita, frirn. Securer to closure zee wall 1/4--•14 x 7/8" HWt•f Tek/t fasteners of I7."oc. i V .41/4-14 X)/a` ' CiCCb YUR:t tt2 t3 P2"at CUr PANEL ME I"` / 1/15" X 1/2" 01ITYL RAKE 'TRIAL-- ! SEAI.ANT TAPE 31.52" X V 9014L SFAUUW 'APE ;1D-t2 X r" atrftCA;tE 7 � \ HF:pp /(tab SCREW w/ L� 1 � t OtJTINUCIUS 4 � ;:t"w"S u?, 1 1{ 1� i E CLOSURE � y t" PROFILE fhS(CNER !I \. )$132"PLYWC01).Vj rj toy INSTALLER} 1 ` ;RACF WF&WATER SFIIEL SELF AMMED ROOFING COftTlNE36US UNI)M AYMENT OVER DRIP CLEAT ENTIRE ROOF DECK r_ r i f i r I ATLANTIC METAL II OF VERO BEACH 1.0 Nail Strip 24GA over Plywood—INSTALLATION DETAILS VALLEY yernpamrfty nfiach yatiey trim at I:rids tr/ #10—t2 x F" pancake head wood screws, .) Apply butyl 'seolant ccrGS, top of 'valley trim o, shawl. ,) 81ttOCtt CIBQt 1ht0Ugh s2olont WF #tC-12 x 1" panuake heod wood screws 0 4"oc, 4.) bpply o 5'eco'nd tread of butyl sealont across 1110 top of We clea'l, onii over .the fastener heads. Jh9foll Panels su that the cleat is engaged info the field applied hem. I I i rrt[ArE paNEt rJ}D Cf.OSLIRE , _� vij I'Lcvr 79r: 1.ror5Fao„I:""URE - .�, ^,. vt; -. SILICORE SEALANt ANCAIr_ VALLEY 1111M IIE,\D :Stool) ScRew kJ #2 PHILLIPS SLOT CONTINUOUS I''ec !II t 1 CLL-4 FlETD NtELAIIE!7 PANEL. \ ENO - t" WIDE SET CLEAT IN A 1562"PLYWWD WITtt CONTINUOUS HEAD Or MACE ICL&WATFR SdifELD GUTYL,SEALANT SELL:AWEPIED RooFIA}G. RODftNt;FELT 3D° UNUFAMAYMENT OVER MIN, (BY OTHERS). Ttk$RQDF DECK W/ ICE AND %VAttll SHIELD 10 EXTEND 3" UP EITHER SIDE OF VALLEY f I i ATLANTIC METAL II OF VERO BEACH 1.0 Nail Strip 24GA over Plywood—INSTALLATION DETAILS LOAN EAVE temporarily attach eave trim of ends w% #10-12 x 1" pancake head wood screvrs. �•� Apply hufyl sealant across too of Pave trim as shown: i.) Attach cleat through sealant w/ #10-12 x I" pancalte head woad screws @ 4';Oc. I i•) Apply a second bead of butyl soolant across the top of the cleat, drld .over the fastener hands, 5.) Install panirls sa that the cleaf is engaged info the fiald applied hem. I ' CONTINUOUS t CLEAT N_ i— 1/2" 10-12 z r" Mr.Axe HEAD WOOD SCREW"1/ CREATE PANEL E&D' CLUSURE �� 2 ISLLtFS SLUT A d'•qc t'1/ 6aW 795 ?AGISMRE-CURE SILICOnr sEAL%,,Y riEu5 ttElimt f PA74CL E:74 t., ,,flog Cow PRgrILE r\SiENEF2 v 15132"PLYrilow5v11.1.1 (eY prtl£Rs) GRACE;K C&IvATi R SHIELD ' SELF AAHF,RF.Ur ROOFING va nfuju is OPIP Il � UWDERLr4YMEurovER CLEA 1 1" ENTIRE 110017 DECK ` SET ucu :N / ' OilTY6 SEAUNI 1 i i i ATLANTIC METAL II OF VERO BEACH 1.0 Nail Strip 24GA over Plywood—INSTALLATION DETAILS RIDGE / HIP I.} Determine location of zee clasure, Apply :sealant tape to fiat of panel. 2.) glace closure -on top of sealoot lope. Secure through taps and panel with #9-16 x I" )AWN' wood screws 0 4"oc. Seal the iob of the closure to the side joints with $utyl sealant. 3.) Apply ci continuous strip o f sealant tore to the fop of the zee closure._ Sedl belvreen ends of tape with buiyl sealant. d.) Install the ridge trim: Secure to tiast,re zee will 1/4�14 x 71e HWH Tek/i fdstenTrS at 1� aC. #9-15 X s" HWI, ;YUOU SCRE?Y t;s-•;� RIDCE rRlld x 7/9" a t TEK/1 °a/ (31 ITO ASHE:z Ily Israr'N1.Ytvocln wrrx' f ORANCE 1CFu WATFR ::r..vSUAE. CU7 A6rD - SWULD SELFADNMSM 4U:Ci1E7'v li' ?E7WE_Y :tcoFRdovNr.)ERLAYhfEKT' �'�r1E. ;CIi1i5. ovERVW1Rc ROOF DI=CK ` ~ Z 1/sr,• z 1!t•` aurrc StAlANT :Aar 0. .i