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HomeMy WebLinkAboutPRODUCT APPROVAL ROOFING UNDERLAYMENTSOr rn C tj cc E © a �J 0 }- C7 ¢3 J W 'IJ J OF SCANNED By Professional Regulation '&LudeCountv f" 1( 8CIS Home I Log In i User Registration Hot Topics I Submit Surcharge i Stats & Facts Publications i FBC Staff i SOS Site Map Links Search product Approval R USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail FL # 1 FL5259-R27 Application Type Revision Code Version 2017 Application Status Approved THESE PLANS AND ALL PROPOSED WORK Comments ARE SUBJECT TO ANY CORRECTIONS Archived o REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Product Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley, NV 89408 (570)384-1230 Ext242 jaklns@polyglass.com Authorized Signature I James Akins jaklns@polyglass.com Technical Representative Maury Alpert Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Quality Assurance Representative Arel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Category Roofing Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer i EJ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who,developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/05/2018 Validated By John W. Knezevich, PE O Validation Checklist - Hardcopy Received Certificate of Independence FLS2 9 R27 COT 2017 of OI Nle Inen odf Referenced Standard and Year (of Standard) Pam► - ST. LUCIE COUNTY BUILDING DIVISION — REVIEWED FOR COMPLIANCE/ REVIEWTP Y DATE, SAancip Year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 2000 PLANS ANDRERMIT MUST BE KEPT ON JOB SITE OR. NO INSPECTIONS) WILL BE MADE CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OR RECORD Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products II UL 1897 Method .1 Option D 09/14/2017 09/15/2017 09/18/2017 12/12/2017 2012 FL # Model, Number or Name Description 5259.1 Polyglass Roof Roofing underlayments Underlayments Limits of Use Approved for use in HVHZ: No Installation Instructions F!5259 R27 II 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R27.Ddf Verified By: Robert Nieminen PE-59166 Created by Independent Third Party: Yes Evaluation Reports FI 5259 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- Approved for use outside HVHZ: Yes Impact Resistant: N/A Design Pressure: +N/A/-622.5 Other: 1.) The design pressure in this application relates to one particular underlayment system (over concrete deck) for use under foam -on tile systems (where the underlayment forms part of the load - path). Refer to ER Section 5.6.4 for other II systems, other deck types and associated R27.Ddf Created by Independent Third Party: Yes maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. 6aek Next Contact Us :: 101 Blair Stan. Road Tallahassee FL 32399 Phone: 850-487-1824 The State of Florida Is an AA/EEO employer. Copyright 2007-2013 State of Florida.:: Privacy Statement :: Acc 11,1lity Statement N 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 mall to this entity. Instead, contact the office by phone on by traditional mall. 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 emalls 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 ham. i Product Approval Accepts: ®®® =-_ II Credit Card Safe '\JTRINITY I ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, LLC. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203) 262-9245 Polyglass USA, Inc. I Evaluation Report P12060.02.09-R23 150 Lyon Drive FL5259-1127 Fernley, NV 98408 Date of Issuance: 02/24/2009 (570) 384-1230 Revision 23: 09/14/2017 SCOPE: This Evaluation Report is issued under Rule 611520-3 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 a 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 Hof the Code that relate to the product change: Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity I ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nleminen, P.E. on 09/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. TrinitVI ERD does not have, nor does it intend to acquire o.r will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Trinity) ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert Nleminen, 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. TRINITY ERD ROOFING COMPONENT EVALUATION: 1. SCOPE: • I 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 P Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requiremen i and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Pro 2-1 Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.2 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: Entity FM Approvals (TST 1867) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) MTI (TST 2508) MTI (TST 2508) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) Exterior Research and Design, LLC. Certificate of Authorization N9503 Examination Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Wind Uplift Wind Uplift Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Reference 3004091 PR101111 PUSA-005-02-01 PUSA-013-02-01 PUSA-013-02-02 PUSA-013-02-03 PUSA-018-02-01 PUSA-028-02-01 PUSA-033-02-01 PUSA-035-02-01 PUSA-055-02-02 PUSA-061-02-02 PUSA-076-02-01 PUSA-083-02-01 PUSA-088-02-01 JX2OH7A RX14E8A 11752.09.99-1 11757.08.01-1 21776.06.02 02200.07.03 P1740.01.07 P5110.04.07-1 P9260.03.08 P13450.08.09 P30540.11.09-R1 P11030.11.09-1 P11030.11.09-2 P11030.11.09-3 P33360.06.10 P33370.03.11 P33379.04.11 P37300.10.11 dm EDITION (2017) FBC NON-HVH2 EVALUATION Polyglass Roof Underlayments; (570) 384-2230 I Date 01/12/2000 04/08/2002 01/31/2002 12/23/2002 12/23/2002 12/23/2002 07/14/2003 07/13/2005 01/12/2006 09/29/2006 12/10/2007 01/28/2008 02/22/2008 04/14/2008 07/29/2009 04/01/2008 01/29/2009 02/08/2000 08/13/2001 01/16/2003 07/14/2003 01/04/2007 04/11/2007 03/22/2008 08/23/2009 11/30/2009 11/30/2009 11/30/2009 11/30/2009 06/25/2010 03/02/2011 04/26/2011 10/19/2011 Evaluation Report P12060.02.09-R23 FL5259-R27 Revision 23: 09/14/2017 Page 2 of 14 �`111I TRINITY I ERD Entity Examination Reference Date ERD (TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD (TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD (TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD (TST 6049) Wind Uplift P39680.03.13 03/04/2023 ERD (TST 6049) Physical Properties P45370.04.13 04/26/2023 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-Ri 11/26/2013 ERD (TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD (TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-3 09/08/203.4 ERD (TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD (TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD (TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD (TST 6049) Physical Properties P44360.10.14 20/07/2014 ERD (TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD (TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD (TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD (TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD (TST 6049) Wind Uplift I 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 I 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 11/01/2024 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 I Mule -Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL, LLC. (QUA9625) Quality Controls Service Confirmation Exp. 10/05/2018 4. PRODUCT DESCRIPTION: , 4:1' 141 j 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. `Self=Adhering Uhderlayments 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. j 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design, U.C. Evaluation Report P12060.02.09-R23 Certli lcate afAutharizatlan #9503 eH EDITION (2027) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 3 of 14 I J TRINITY I ERD 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Pro' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; Imeets ASTM D1970. 4.2.8 Polystick Tile Prd'" is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4:3 MechanicallyFastened.an�!/or Bonded:Underfbyptents; r_... 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"I (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 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 i 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. 1 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 HeatlApplied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered the roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the `Two Ply System" from FRSA/TRI April 2012• (04-12) beneath mechanically fastened tile roof systems. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither Trinity I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report, refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. I i I I Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23 certificate o(Authorrsation #9503 6EDITION (2027) FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 j Page 4 of 14 i ERD TRINITY 5.5 Allowable Roof Covers: TABLE 1? ROOF COVER OPTIONS • ' Underlayment Asphalt Shingles Nail -On We I Foam -On Tile Metal wood Shakes & Shingles Slate ElaStohase Yes s (Base Sheet Yn 2 ply system) es (Base SheetYn 2-ply system) Yes YES Yes Elastobase P Yes Yes (Base Sheet in2-ply system) Yes (Base Sheet ln2-ply system) Yes Yes Yes Polyglass G2 Base No Yes (Base Sheet ln2-ply system) Yes (Base Sheet in 2-ply system) No No No Polyglass APP Base No Yes (Base Sheet In 2-ply system) Yes (Base Sheet In 2-ply system) No No No Polystick MTS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No. No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes; Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes Noj No Yes Yes Yes Polystick Tile Pro Yes Yesi Yes (See5.5.1) Yes Yes Yes Polystick MU-X Yes No l 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 Elastofiex 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 I Yes Yes I 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. TABLEALLOWABLETILEADHESNE�UNDERLAXMENCCOM81NATlONS Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal StormBand Roof FL14506 II 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 S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® RTA-1 FL6276 Elastoflex G TU, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max -'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R23 certificate ajAuthorization #9503 6t" EDITION (2017) FBC NON-HVHZ EVALUATION FLS259-1127 Polyglass Roof Underlayments; (570) 394-1230 Revision 23: 09/14/2017 i Page 5 of 14 I I TRINITY i ERD 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 05B; 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 ElastoflexlS6 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: i 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 11, Class 1 polyisocylanurate 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 56 G FR in not 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; De I s 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 I R, 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 BaIse, 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 Exterior Research and Design, LLC. Evaluation Report P12060.02.09-R23 Ce[Vftcate of Authorizat/an #9503 eH EDITION (2017) FBC NON-HVH2 EVALUATION FL5259-R27 Polyglass Roof Und i rlayments; (570) 384-2230 Revision 23: 09/24/2017 Page 6 of 14 rj 5.6.4 address wind uplift resistance of all uncle forms part of the load -path. The follo% addressed in FRSA/TRI April 2012 (04-12) result of testing for wind load resistance divided by 2 (the 2 to 1 margin of safety E 12), Appendix A, Table 1A or FBC 1609 for #1 Maximum Design Pressure = -90 Dsf Deck: Min.15/32-inch plywood to Primer: None Underlayment: Polystick TU P, Polystick TU P Mule -Hide SA-APP Cap Sheet #2 Maximum Design Pressure = -97.5 Dsf: Deck: Min. 15/32-inch plywood to in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not finent systems beneath foam -on the systems, where the underlayment wind uplift limitations apply to underlayment systems that are not I are used in foam -an tile applications. Maximum Design Pressure is the red on allowable wind loads, and reflects the ultimate passing pressure FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- of design wind loads. project requirements to satisfaction of Authority Having Jurisdiction. Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and , self -adhered. project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG300 or ASTM D41 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. #3 Maximum Design Pressure = -105 asf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x IX" 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 meetlproject requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 II 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 asf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100orASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #6 Maximum Design Pressure = -672.5 psf: iI 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 Dsf*: I Deck: Min. 15/32-inch OSB to meet prof �ct 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 heard diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #8 Maximum Design Pressure = -37.5 Dsf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga, x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), si eif-adhered. Exterior Research and Design, LLC. i Evaluation Report P12060.02.09-1123 Certificate 4Aotharization 0503 a EDITION (I017); FBC NON-HVHZ EVALUATION FLSZ59-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 7 of 14 #9 Maximum Design Pressure = -37.5 ad*: Deck: • Min.19/32-inch plywood to me( Base Sheet: One (1) or two (2) layers ASTM [ Fasteners: 11 ga. x 1.25-inch long x Vrich f Spacing: 6-inch o.c. at the 3-inch wide sid Underlayment: Elastoflex G TU or Elastoflex S6 #10 Maximum Design Pressure = -45 psf*: Deck: Min.19/32-inch plywood to met Base Sheet: One (1) layer ASTM D226, Type I Fasteners: 11 ga. x 1.25-inch x 3/8-inch hea Spacing: 4-inch o.c. at the 2-inch wide sid I ERD ]TRINITY! project requirements to satisfaction of Authority Having Jurisdiction. 26, Type II felt diameter round metal cap nails laps and 12-inch o.c. at two (2) equally spaced staggered center rows. applied in full mopping of hot asphalt. project requirements to satisfaction of Authority Having Jurisdiction. diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps laps and 4-Inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, JPolystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mute -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt. #11 Maximum Design Pressure = -45 Dsf` I 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 sidellaps and 9-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR)i self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #12 Maximum Design Pressure = -45 asf: 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 asf: 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 asf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-Inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), ielf-adhered. #15 Maximum Design Pressure = -52.5 asf: Deck: Min. 15/32-inch plywood to meet plroject 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 asf I Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for liot-asphalt ortorch-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. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1123 Certificate ofAuthor(zatlan #9503 6P EDITION (2017) F8C NON-HVHZ EVALUATION F1.5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 1 Page 8 of 14 0 #17 Maximum Design Pressure = -60 psf: Deck: Min. 19/32-inch plywood to me Base Sheet: Elastobase (sanded top surface Fasteners: OMG #12 Standard Roofgrip wi Spacing: 12-inch o.c. at the 4-inch wide Underlayment: Elastoflex G TU or Elastoflex S6 •€ TRINITY; ERD project requirements to satisfaction of Authority Having Jurisdiction. r hot -asphalt or torch -applied cap.or poly -film surface for torch -applied cap) OMG Flat Bottom Metal Plates a laps and 12-inch o.c. at two (2) equally spaced staggered center rows. applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Design Pressure = -67.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex SIS 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 CMG 3" Galvalume Steel Plates, CMG Roofgrip #14 with OMG Flat Bottom Plates (Accuirac), 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 Elastaflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. I #20 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meetlproject 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 Sr, G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #21 Maximum Design Pressure = -90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for' hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-Inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #22 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4 inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #23 Maximum Design Pressure = -90 psf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, CMG #14 HD with CMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c, at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. , Exterior Research and Design, LLC. Certificate ofAuthori:ation t/9503 �I e EDITION (2017) FBC NON-HVH2 EVALUATION Polyglass Roof Underiayments; (570) 384-1230 Evaluation Report P12060.02.09-R23 FL5259-R27 Revision 23: 09/14/2017 Page 9 of 14 i f TRINITY I ERD I #24 Maximum Design Pressure = -97.5 psf: Deck: Min. 19/32-inch plywood to meiet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #25 Maximum Design Pressure = -105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners' Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #26 Maximum Design Pressure = -120 psf.. Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: CMG #12 Standard Roofgrip or IMG #14 Heavy Duty with CMG 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,1 applied in full mopping of hot asphalt or Polyflex G, torch -applied. I #27 Maximum Design Pressure = -120 psf: Deck: Min.15/32-inch plywood to mee i 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 sidellaps and 6-inch o.c. at five (5) equally spaced staggered center, rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,lapplied in full mopping of hot asphalt 5.6.4.1 All other direct -deck, adhered Polyglass u n derlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012 (0412), 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 Ito 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, 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 FIR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FIR) 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. i Elastoflex S6 G or Elastoflex S6 G FIR or Polyflex G or Polyflex G FIRdoes not have an exposure limitation, unless the prepared roof covering is to be adhesive -set. file (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 D1970115, should be established as to slip resistance. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-1123 Certificate ofAuthorizatlon #9503 6T" EDITION (Z027) FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-MO Revision 23: 09/14/2017 j Page 10 of 24 y�`• TRINITY 1 ERD 5.9 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-121): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only bye exceeded' by using battens during loading of the roof tiles. " TABLE Z TIL SLIRPAGE IJNIITATIONS.F.OR DIRECL-D1:CK TILE 114gAUX IONS: • • . _. . Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat I 10-tile stack 7:12 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 Flat or Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6-tile stack (4 over 2) 7:12 Polystick TU Max Flat 6-tile stack (4 over 2) or 10-tile stack 7:12 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 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be ins subject to the Limitations set forth in Sectior 6.2 Re -fasten any loose decking panels, and the any dust and debris prior to application, and ailed in accordance with Polyglass published installation requirements 5 herein and the specifics noted below. :k for protruding nail heads. Sweep the substrate thoroughly to remove 3rime the substrate (if applicable). 63 :. • �EI`astoiase,•Elastobastr.;P: orr Mule F,f �deaNail, Base • ; .� • .. 6.3.1 Non -Tile Applications: Shall be installed in compliance with the cc 1507.1.1 for the type of prepared roof coves Elastobase, Elastobase P or Mule -Hide Nail P FR, Mule -Hide SA-APP Cap Sheet or SA Elastoflex S6 G FR in hot asphalt or Polyfle those associated with the top -layer underlal ified requirements for ASTM D226, Type II underlayment in FBC Table Ig to be installed. lase may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA 1PP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or 6 or Polyflex G FR, torch applied. Roof cover limitations are those are vent, 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 5.6A herein, coupled with FRSA/TRI April-2012 (04-12) Installation ManI ual. I Exterior Research and Design, LLC. t:eraftcate of Author&utlon #9503 �I 6TM EDITION (2017);FBC NON-HVHZ EVALUATION Polyglass Roof Underlayments; (570) 384-1230 Evaluation Report P12060.02.09-R23 FL5259-R27 Revision 23: 09/14/2017 Page 21 of 14 6:4 Polystick HATS; IR Xe, TU P;rfCt P)us, TU Max, Dgal Fro,"Tile Pro or MU=X or Polyflex $AP,1Polyflex SAP,FR Mule -Hide• Oe_eoo.�`�n�chnof nr?1Ulnlr4riela:_SO:APp Cae�:Sheet;(FRIs . � ... 6.4.1 6.4.2 6.4.3 6.4.4 Shall be installed in compliance with the for the type of prepared roof covering to All self -adhering materials, with the excel Cap Sheet or SA-APP Cap Sheet (FR) shout Hide Back Nailing Guide. Nails shall be cor metal disk or Simplex -type metal cap nai using the above noted fasteners and spac The head lap membrane is to cover the art All seal -lap seams (selvage laps) n firmly rolled with a minimum 28 II roller to ensure full contact and adhes For Dual Pro and Tile Pro, align the the top sheet to the end of the glue (the sheet will overlap the fabric). lified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 installed. on of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP be back -nailed in,selvage edge seam in accordance with Polyglass / Mule- Ision resistant, 11 gauge ring -shank type with a minimum 1-inch diameter at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed & in area marked "nail area, area para clavar" on the face of membrane. being back -nailed. 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 mail not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Poryplus 50 Premium Modified Wet/Dry Cement or Polyglass P6500 Modified Cement to the llarea In need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material• of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. Reference is made to FRSA/TRI April 2012I (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 17 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 5.6A herein. For nail -on tile systems over Polystick MTS, oattens are required for loading / staging of the tile. Two (2) Ply Underlayment Systems: Polystick MTS followed by Polystick MTS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Exterior Research and Design, I.I.C. Certificate of Authorization t19503 I I eH EDITION (2017,) FBC NON-HVHZ EVALUATION Polyglass Roof Underlayments; (570) 384-1230 1 Evaluation Report P32060.02.09-R23 FL5259-R27 Revision 23: 09/14/2017 Page 12 of 14 11t eN,...... '\j YRININ 1 ERD 6:5 : Elastoflex G Tt), 4lastoflex S6 G;or Elastoflex S6 G FR s 6.5.1 Elastoflex G TLI, 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 TLI 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. j ✓ 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" em" 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 (64-12) 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 hat -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 Polyfleic Gjor Polyf)ex G FR• 6.6.1 Polyflex G or Polyflex G FR shall be installed) incompliance 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 (04-11.2) beneath mechanically Ifastened Itile roof systems (Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or. Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6_7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requIirements for the staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-22) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, LLC. Certificate ofAuthorization #9503 e EDITION (Z017) FBC NON-HVHZ EVALUATION Polyglass Roof Underlayments; (570) 394-1230 Evaluation Report P12060.02.09-R23 FL5259-B27 Revision 23: 09/14/2017 Page 13 of 24 I • ` "'TRINITY I ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following olants have aualified products under their respective physical properties specifications. Plant;bpecificatiorl . .•:•. _ :Products Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM, D1970 Polystick MU-X Hazleton, PA M-D 13-0004 Elastoflex G TU Hazleton, PA & Winter Haven, FL ASTMI D1970 Polystick IR-Xe ASTM' D1970 & TAS 103 Polystick TU Plus ASTM'I D1970 & TAS 103 Polystick TU Max Tuscaloosa, AL ASTMID4601, Type II Polyglass G2 Base Winter Haven, FL ASTM 1ID226 (physicals) Elastobase, Elastobase P ASTM ID6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970 & TAS 103 Polystick TU P FRSA/TRI April 2012 Polyflex SAP, Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970 & TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex S6, Elastoflex S6 G FR ASTM D6222 I Polyflex G, Polyflex G FR 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@usllul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. I Evaluation Report P12060.02.09-R23 Certificate of Authorization #9503 6T" EDITION (2017) FBC NON•HVHZ EVALUATION FL5259-R27 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 14 of 24 I. I SCANNED St Lude County 'Business : Professional Regulation r BCIS Home 'I tap ln.I User Reglstratlon HotTaplrs I Submit Surcharge'; Stars&Facts Pu6fimtlonsIF6C waft I eaS SRe Map'; .Lints I Search I Flonda .. »;;( Product Approval . . . . . •� d ® USER: Public User. Product AV2MU Menu > Protlutt or ppllcatlon Search > Application �tlst> Application Mail -' FL # FL2569-R14 Appllcetion Type Revision Code Version. 2017 M Application Status Approved Comments ' - - Archived .. ❑ i . Product Manufacturer Soprema, Inc '(Canada) .. Address/Phone/Email. 1640 rue, Haggarty Drummondville; NON -US 00000 . (819)478-2400 memathieu@soprema.ca j Authorized -Signature I Marc -Etienne Mathieu . memathieu@sopremaxa-. - Technical Representative I Marc:Etienne Mathieu, Address/Phone/Email 1688 Jean-Berchmans-Michaud Drummondville, NON -US 00000 { (819) 478-2400 Ext3327. .- . mem athleu@sa prema.ca i I Quality, Assurance Representative Jean -Francois Cote, Ph.D.. Address/Phone/Email 1640 rue Haggarty' . Drummondville (888)'811-3145 ' jfcote@soprema.ce Category Roofing Subcategory Underlayments -Compliance Method Evaluation Report from a Florida, Reglstered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert J. M. Wleminen the Evaluation Report Florida. License PE-59166 Quality Assurance Entity . UL LLC Quality Assurance Contract Expiration Date 07/18/2020. Validated By John W. Knezevlch; PE © Validation Checklist - Hardcopy Received Certificate, of Independence FL569 R34 COX 2018 01 COI NIEMINEN ,df Year Referenced Standard and Year (of Standard) Standaird ASTM D1970 2015 ASTM 64798 201.1 ASTM D6163 2008 .FM 4474 2011 FRSAMI April 2012 (04-12) . 201• • � U1.1897 . 2012 .. I Equivalence of Product Standards Certified By Sections from the Code Product Approval Method I Method 1 Option D Date Submitted 02/12/2018 Date Validated I 02/14/2018 Date.Pending FBC Approval 02/17/2018 Date Approved I 04/10/2018 Summary of Products FL # Model, Number or Description Name 2569.1 . Soprema Roof Self adhering roof ufiderlayments . Underlayments Limits of Use - j Installation Instructions Approved for use. in HVHZ: No i FI 2569 R24 11 2018 02 FINAL ER SOPREMA CA UNDERLAYMENTS F1.2569- R14.pdf Approved for use outside HVHZ. Yes Impact.Resistenr N/A Verified By: Robert Nieminen, P.E. PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) Refer to ER Section 5 for Evaluation Reports Limits of Use: 2.) The design pressure 1 FL2569 ' R14 AE 2018 02 ' FINAL ER SOPREMA CA UNDERLAYMENTS FQS69- R14.odf noted herein pertains to underlayment ! Systems used beneath adhesive -set tliek Created by Independent Thlyd Party: Yes systems. Refer to ER Section 5.6.4 for j details. Bock Next II Contact E:: 2601 81alr Stone Road. Tallehassee_E132399.Phone: 850.487-1824 The State of Florida Is an AA/EEO employer. Caovrtaht 2007-2013 Rate of Florida.:: Prhram Sbtement :: Accessibility Statemerrc ;; Refund Statement Under Florida law, small oddress are public records. If you do not went your e-mall address released In response to a publle-records request, do not send alectronic mall to this entity. Instead, contact the office by phone or by tradlUonal mall. If you have any questions, please contact 850.487.1395. -Pursuant to Section 455.275 (1), Florida Statutes, effective Ocmher 1, 2022, licensees licensed under Chapter 455, F.S. must provide the Department with an emaU address If they have one. The emails provided may be used for of8clal communimtldn 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 dick hgK . . Product Approval Aecaprbr ®MO® I Credit Card Safe II Soprema; Inc. 'Evaluation Report S18010.06.09-1112 1640rue Haggerty FL2569-1114 Drummondville, Quebec J2C 5P8 . Canada Date of Issuance: 06/15/2009 . •(819) 478-2400 Revision 12: 02/12/2018 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable, rules and regulations governing the use of construction materialsin 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 6a', Edition (2017) Florida Building Code sections noted herein." DESCRIPTION: Soprema Roof Underlayments LABELING: Labeling,shall.be in accordance withlthe requirements.of the Accredited.Quality Assurance Agency noted herein. I. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named prod uct(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 I 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 "NEMOIetc. Evaluated" may be.,displayeid in . _ advertising literature..If any portion of the Evaluation Report is displayed,.thenit'shall be done in its entirety., INSPEcrION: 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 inspecti n at the job site at the recluest,of the' Building Official. This Evaluation Report consists of pages 1 through 8. . Prepared by: ,v.,ugnpn,,— ,aka ti=r.!%. ' ...w". 1 � o g��o> ems-`•%^ Robert J.M. Nieminen P.E. "=;o �r�+rt ' Th,efarsimlle seal appearing was authorized by Robert Nie :� o g+ `. S�'••� ••'.E. , minen, P.E. on 02/12/2018. This does not serve as an Florida Registration No. 59166, Florida DC4ANE1983 t,,;�� �,o• electronically document. ' ... . CERTIFICATION OF INDEPENDENCE: 1• NEMO ETC, LLC 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 ETC, LLC 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/was used for permitting or design guidance unless retained specifically for that purpose. I • { ONEMOJetc., ROOFING COMPONENT EVALUATION: Product Category:, Roofing Sub -Category: Underlaym'ent Compliance Statement: Roof Underlayments, as produced by Soprema, 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. • •A•• Section ..Pro a 1.." : ;. Standard:" Year.. " 1504.3.1 Wind Resistance FM 4474 2011 1504.3.1 Wind Uplift, UL 1897 2012 1507.2.4/ 1507.1A,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 FRSA/TRI April 2012 (04-12) Physical Properties ASTM D6163 2008 TAS 110 AccelemtediWeathering ASTM D4798 2011 3. REFERENCES: Enti Examination .: ". "" . Reference Date. � " " ERD (TST6049) ASTM D1976 / TAS 110 2968.05.04-2 .05/14/2004 ERD (TST6649) Physical Properties 2757.02.05 02/03/2005 ERD (TST6049) ASTM D1970 / TAS 110 2974.03.05-2 05/17/2005 ERD (TST6049) Wind Resistance 2778.07.05 .01/15/2005 ERD (TST6049) Wind Resistance 2779.11.05-111 04/18/2007 ERD (TST6049) TAS 103 / TAS 110 . S7120.11.07-2 11/02/2007 ERD (TST6049) ASTM D1970i/TAS 116 S13190.02.09-111 04/01/2010 ERD (TST6049) ASTM D1970,/TAS 110 S31370.03.10-1-R1 04/07/2010 ERD (TST6049) Physical Properties / Tensile Adhesion 511150.05.10-R1 09/09/2010 ERD (TST6049) Physical Properties /Tensile Adhesion S11150.05.09-R2 10/05/2010 ERD (TST6049) ASTM 1)1970 S37210.11.11 11/09/2011 ERD (TST6049) ASTMI D1970I S40540.02.134 02/19/2013 ERD (TST6049) Physical Properties / Tensile Adhesion S43530.02.14-1 02/21/2014 ERD (TST6049) Physical Properties / Tensile Adhesion SOPC-SC7645.02.15 02/13/2015 ERD (TST6049) Accelerated Weathering SOPC-SC8520.14 04/17/2015 ERD (TST6049) Wind Resistance SOPC-SC14045.05.17-R1 06/07/2017 M-D (CER1592) HVHZ Compliance 15-0508:04 09/24/2015 ICC-ES (EVL2396) 2015 IBC Compliance ESR-1524 03/01/2017 PRI (TST5878) Physical Properties SOP-064-02-01 . 12/03/2013 Soprema,.lnc. (PDM3511) Equivalency Declaration SA SMOOTH PLY 40 06/29/2015 UL, LLC (QUA9625) Quality Control Service Confirmation Exp. 07/18/2020 4. ••••DESCRIPTION: 4.1 Lastobond TU HT is a .self -adhering, non -woven polyester fabric surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970 and FRSA/TRI April 2012 (04-12). 4.2 Lastobond Shield is a self -adhering, woven polyethylene surfaced, SBS modified bitumen roof underlayment available in two widths; 36 and 45 inch; meets ASTM. D1970. 4.3 RESISTO SA SMOOTH PLY 40 is a self -adhering, woven -polyethylene surfaced, SBS modified bitumen roof underlayment; available in 3.3 ft x 65 ft rolls;. meets ASTM D1970. NEMO ETC, LLC Evaluation Report S18010.06.09-1112 Certtf sate of Authorization #32455. a EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R14 Soprema Roof Underlayments Revision 12: 02/12/2018 Page 2 of 8 , i I NEnno.1 etc. 4.5.. Lastobond .Pro HT-N is a.self-adhering, woven polyethylene surfaced;-SBS modified bitumen roof underlayment available in two widths, 36 and 45 inch,' meets ASTM D1970.. I 4.6 Lastobond Pro HT-S is.a self -adhering, woven polyethylene surfaced; high temperature, SBS modified bitumen roof underlayment; meets ASTM D1970... 4.7 -. "EnviroShield is a self -adhering, 'wove) :polyethylene surfaced, 'high temperature, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.8 Lastobond 195 is a self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970:' 4.9 Lastobond Eaves Protection Sheet is a self -adhering,. glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4:10 Lastobond Eco. is, a self -adhering, .glass Imat reinforced, sand' -surfaced, SBS modified bitumen roof. underlayment; .meets ASTM D1970. 4.11 Lastobond Smooth Seal HT, is .a self -adhering,, glass -mat reinforced; film -surfaced, SBS modified bitumen roof underlayment; meets ASTM D1970. 4.12 RESIST L61236 is a self-adhering,'glass-mat reinforced, sand -surfaced, SBS modified. bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4:13 • PrimeSource- Grip -Rite Eave & • Valley Protector is a . self -adhering, glass -mat reinforced, sand -surfaced, SBS modified bitumen roof underlayment, with a 36-inch sheet width; meets ASTM D1970. 4.14 RESISTO LB1244 is a self -adhering, glassllmat reinforced, sand -surfaced, SBS modified bitumen roof'underlayment, with- a 44-inch sheet width; meets ASTM D1970: 4.15 Colphene FR GR .is a " self -adhering, j'fiberglass . reinforced," granule=surfaced, .SBS -modified • bitumen roof . underlayment; meets ASTM D1970 and FRSA/TIMI April 2012 (04-12), 5'.1 This.is a "building code evaluation. Neither NEMO ETC, LLC nor Robert Nieminen, P.E. are, in anyway, 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 FBC HVHZ jurisdictions. 5.3 Fire Classification is not part of this report; refer to current Approved.Roofing Materials Directory for fire ratings of this product: 5.4 Soprema. Roof, Underlayments may be.Led 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. 5.5 Allowable Roof Covers:. I TABLE 1: ROOF COVEROPTIONS ,. , .. wood or Slate or' Underlayment '" Asphalt Nail -On . Foam -On ; .Composite. . ompos' Composite e . Shingles Tile Tile '- Shakes & Slate " Shingles .. ; .' .. Lastobond TU HT :.� : •, Yes'r" • " : - Yes t,.<.'.:::`':`.".: '': Yes :• ; ".: :.>': .. ,... Yes" Yes." Yes ;;r:..., .... See..5.5.L LastobondShleld/Pro HT-NYes .. Yes RESISTO SA SMOOTH Y 40 nd�rN � EnviroShield Yesx. NQ''� ok '' > Yes Yes ` ; §1.", a v.C....v ., . NEMO ETC, LLC. Certificate o1Authoriration #32455 I . 6T" EDITION,(2017) FBC NON-HVHZ EVALUATION Soprema Roof Underlayments i I Evaluailon Report S18010.06.09-1132 FL25§97 R14 Revision 12: 02/12/2018 Page 3 of 8 TABLE 1: ROOF COVER OPTIONS Wood or -Slate or Asphalt Nail -On FoamdOn.' Composite Underlayment Metal Composite _ s Shingle Tile Tile . - �.: ShaRes & Shingles Slate . Lastobond Eaves Protection Sheet/ I Yes ,' l m No ? rMr�+ H riNar t110 + ,<C , Yes Yes Lastobond 195 H ,s Lastobond ECO / RESISTO LB1236. :....... ? ` "�' i�x�f✓ gas Grip -Rite Eave & Valley Protector / Yes : • �� ` r zNp 9ff P'f�Vo' ; Yes Yes RESISTO LB1244., `rN�fz�y=w Lastobond Smooth Seal. HT ' Yes. Yes.': '; Yes Yes Colphene FR GR Yes Yes M,0 x Yes Yes See 5.51 *Noy r, 5.5.1 "FoamOP Tile" is limited to use of following Approved tile adhesives / underlayment combinations. Adhesive Florida Praduct,Appri)WlUnderlaymerits Dow TileBondTI. . FL22525 Lastobond TU HT . ICP Adhesives Polyset° AH-160. I FL6332 Lastobond TU HT or Colphene FR GR 5.6 Allowable Substrates: . .5.6.1 Direct -Bond to Deck- Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40; Lastobond Shield HT, Lastobond Pro. HT-S, EnviroShield, Lastobond TU HT, Lastobond .Eaves Protection Sheet, Lastobond'195, Lastobond ECO, RESISTO LB1236, Grip -Rite Pave & Valley Protector, RESISTO LB1244 or Lastobond Smooth Seal HT applied to: ➢ Plywood; ASTM D41 primed plywood; OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed. Southern.Yellow Pine; ASTM D41 primed structural concrete. Colphene FR GR applied to: ➢- Plywood; ASTM D41 primed plywl; ASTM D41 primed structural concrete. Note: . . ➢. While not required over. plywood,1OSB or Southern -Yellow Pine'substrates, Soprema recommends priming with Elastocol Stick or Elastocol 600c if.the final roof cover is not slated for installation within 24 hours,. ➢ Soprema requires tongue -and -groove board decking be covered with plywood or OSB prior to installation of the'self-adhering underlayment. 5.6.2 - Bond-to-lnsulation: Lastobond Shield, Lastobond Pro HT -NI RESISTO SA SMOOTH PLY 40, Lastobond Shield• HT, Lastobond.Pro HT-S, EnviroShield, Lastobond TU HT, Lastobond, Eaves' Protection Sheet, Lastobond ' 195, Lastobond ECO, RESISTO L61236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or. Colphene FR GR applied to: ➢ Dens Deck Prime; SECU ROCK 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 file systems (Lastobond TU HT only), in attachment shall be designed by a.qualified design professional . and installed based on testing of the insulation/underlayment•systern in accordance with FM 4474, Appendix D, Testing Application Standard TAS 114, Appendix J or UL1807. 1 Refer to. Tile Manufacturer's or Adhesive Manufacturer's. Florida Product Approval for. Overturning Moment Resistance Performance. NEMO ETC, LLC Evaluation Report S18010.06.09-R12 Certificate ofAuthorization #32455. Is " EDITION (2017)_ FEIC NON-HVHZ EVALUATION FL2569-R14 so'preina Roof Undeilayments Revision 12: 02%12/2018 Page 4 of 8 ON.EMo l.etc. 5.6.3 Bond to Mechanically Attached Base Laver: Lastobond Shield, Lastobond Pro HT-N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT, Lastobond Pro HT-S, EnviroShield; Lastobond TU HT, Lastobond Eaves Protection Sheet, Lastobond 195, Lastobond ECO, RESISTO LB1236, Grip -Rite Eave & Valley Protector, RESISTO LB1244, Lastobond Smooth Seal HT or'Colphene FR GR applied to:. A ASTM D2261 Type 1 or 11 felt; Sopra-G;, Modified Sopra-G. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems (Lastobond TU HT only); base layer shall be attached in accordance with FRSA/TRIIApril 2012 (04-12). 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 7-012 (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 (04412) or FBC 1609 for determination of design wind pressures. #1 Maximum Design Pressure = -45.0 psf: Deck: Min.. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) Elastocol Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered. #2 Maximum Design Pressure = -67.5 psf: Deck:. Structural concrete to meet project requirements to satisfaction of _ Authority Having Jurisdiction. Primer: Elastocol600c Underlayment: Lastobond TU HT or CIolphene FR GR, self -adhered. .. #3 Maximum Design Pressure = -150.0 asf:f Deck: Min.. 15/32-inch APA-rated. BCX plywood '(may be installed C-side up) to meet project requirements to satisfaction of Authority Having Jurisdiction. Deck Preparation: Plywood shall be thoroughly cleaned to remove dust and debris that may inhibit adhesion. All sheathing fasteners shall be driven .flush with the surface. All sharp splinters and wood projections shall be removed/sanded. Primer: (Optional) RESISTO EXTERIOR PRIMER Underlayment: Lastobond TU HT, self -adhered, shall be thoroughly roll using hand roller and/or .weighted roller to ensure there are no voids, and ensure there are no voids/bridging at side and end - laps. r #4 Maximum Design Pressure = -60.0 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Sopra-G or Modified Sopra-G mechanically attached with nails (FBC 1517.5.1) and tin caps (FBC 1517.5.2) spaced 6-inch o.c. at the 4-inch laps and 6-inch o.c. in three (3), equally spaced rows in the center of the sheet: Underlayment: Lastobond TU HT or Colphene FR GR, self -adhered 5.6.4.1 All other direct -deck, adhered Soprema *derlayment systems beneath foam -on the systems carry a Maximum Design Pressure of -45 psf. NEMO ETC, LLC Evaluation Report S18010.06.09-R12 Certftate ofAuthori aUon #32455 e" EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R14 Soprema Roof Underlayments Revision 12: 02/12/2028 Page 5 of 8 ONEmojetc. 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 designpressure 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 Lass 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: Lastobond Eaves Protection Sheet, Lastobond 195,Lastobond Eco, Lastobond Smooth Seal HT, RESISTO LB3236, Grip=Rite Eave & Valley Protector or RESISTO LB1244 shall not be left exposed for longer than 30-days after installation. Lastobond Shield; Lastobond Pro HT N, RESISTO SA SMOOTH PLY 40, Lastobond Shield HT or Lastobond Pro HT- S, EnviroShield shall not be left exposed for longer than 90-days after installation. Lastobond TU HT or Colphene FR GR shall not be left exposed for longer than 180-days after installation. 5.8 Tile Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): i when loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall' be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles: TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIRECT -DECK TILE INSTALLATIONS underlayment : !. Tile Profile i Staging Method Maximum Slope Flat Max.10-tile stack 6:12 Lugged Max.10-tile stack - .5:12 Max. 10-tile stack.(bottom 2-tile stack shall be inverted, followed by 8 tiles high 6:12 on slope, as shown below) IA I� Lastobond TU HT .Lugged I I i •-i Max. 10-tile stack 5:12 1 Flat Colphene FR GR Lugged Max.10-tile stack 6:12 NEMO ETC, LLC Evaluation Report S18010.06.09-1112 ceraficate ofAuthorization N32455 6rN EDITION (2017),FBC NON-HVHZ EVALUATION FL2569-R14 Sopreina Roof UnderlaymeMs Revision 12: 02/12/2018 Page 6 of 8 NNEMO etc. 6.1 • Soprema.Roof Underlayments shall be installed in accordance with Soprema 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 with Elastocol Stick,' Elastocol 600c or RESISTO EXTERIOR PRIMER -(if applicable). 6.3 Lastobond TU HT, Lastobond. -Shield,.: Lastobond.,Pro: HT-N, .RESISTO SA SMOOTH PLY 40, Lastobondl:Shield HT;. -La stobond Pro HT=S, EnviroShleid, 69' lobond Eaves Protection Sheet, Lastobond 195, lastobond Eco; Lastobond Smooth Seal HT, RESISTO LB1296i:Grip-,Rite Eave & Valley -Protector, RESISTO.L61244.6r Colphene FR'GR: 6.3.1 Shall be installed in -compliance -with the requirements for ASTM D1970 underlayment in FBC T6ble•1.507.1.1 for the type of prepared, roof covering to be installed.... 6.3:2-. Non -Tile Applications: 11 While priming is optional, Soprema recommends priming with Elastocol. Stick, Elastocol 600c or RESISTO EXTERIOR PRIMER if the final roof cover is not slated for installation within 24 hours. .Apply sheet parallel to the roof edge.. Roll out approximately 10 ft of membrane and peel back the first 3 ft of release film.' Adhere the exposed part to the•substratle and unroll the remaining membrane as far as possible. Once the entire length,of membrane is ilin place, peel -off the release film diagonally while holding the membrane tight: Firmly roll the membrane into place to achieve a bond. Horizontal seams should be minimum 3�� inches, configured to shed water. Vertical seams should be 6-inches and staggered not less than 2-ft from vertical seams in.the course'below. All over -granule end -laps shall be sealed using either heat -welding or hot air, welding techniques., When installing at slopes above 8:12, Soprema recommends back -nailing in the overlap area at the top of the sheet at 12-inch,o.c.' For Valleys and Ridges: Cut Linde.rlayment into 4 to 6 foot lengths. Peel the release paper and center sheet over valley or ridge. Drape and press sheet into place, working from the. center of the valley or'ridge in each direction. For valleys, apply the sheet starting at thl lowest point and.work upward. 6.3.3. . Tile Applications (Lastobond TU HT or Colphene FR GR only): i 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 foam -on the applications; reference{is made to, Section 5.6.4 herein for wind resistance limitations that fall outside:the scope of FRSA/TRI April 2012 (04-12).. Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlaymen.t. See T661e.2 herein, and Soprema published requirements for tile staging. . As required by the Building Official or -Authority Having Jurisdiction- in order to properly evaluate the installation of this product. j • I . I.. I NEMO ETC, LLC Evaluation Report 518010.06.09-Ri2 Certificate oj,aathodzatlon #32455. 6TH EDITION (2017) FBC NON-HVHZ EVALUATION FL2569-R14 Soprema Roof Undeilayments. • Revision 12: 02%12/2018 Page 7 of 9 I • i fONEMOletc.. MANUFACTURING PLANTS: Contact the: noted Q,4 agency for. information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified prod ucts under their respective physical properties specifications. •Plant .. Specification :...... .. Product(s).. : . Lastobond Shield, RESISTO SA SMOOTH PLY 40, Lastobond. Shield HT, Lastobond Pro,HT:N, Lastobond Pro HT-S, EnviroShield, Lastobond 195, Drummondville, ASTM D1970. Lastobond Eaves Protection Sheet, Lastobond Eco, Lastobond Smooth QC(Canada) Seal HT; RESISTO LB1236; PrimeSource Grip -Rite Eave & Valley I . Protector,'RESISTO LB1244 ASTM D1970 & FRSA/TRI104-12 Colphene FR GR . Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco, Wadsworth, OH. ASTM D1970 I-. Lastobond Smooth Seal HT,-RESISTO LB3236, PrimeSource Grip -Rite Eave & Valley Protector, RESISTO LB1244 ASTM D1970 & FRSA/TRI 04-12 Lastobond TO HT; Colphene FIR GR Lastobond 195, Lastobond Eaves Protection Sheet, Lastobond Eco' Gulfport, MS ASTM D1970 Lastobond Smooth Seal HT, RESISTO LB1236, PrimeSource Grip -Rite Eave.& Valley Protector, RESISTO LB1244 �I usiness •. Professional Regulation- ge gmmawrrm BCIS Home Log In I User Registration Hot Topics I Submit Surcharge ' Stats & Facts Publications I FBC Staff BCIS Site Map j Links Search i F dda � �;. r (. j��(yProduct Approval ,; f ,D�USER: Public User nr• rxt ta,r,, F. ecsrx�!:ol=roi Product Approval Menu > Product or Aoollwtion Search > Application List > Application Detail i FL # FL11480-R11 Application Type Revision Code Version 2017 Application Status i Approved Comments Archived ❑ Product Manufacturer a a e Iniep ationat is Address/Phone/Email 2 0 Oak Ridge Way Vista, CA 92081 (760)597-4427 tanderson@solatube.com Authorized Signature Todd Anderson tanderson@solatube.cam Technical Representative Todd Anderson Address/Phone/Email 2210 Oak Ridge Way Vista, CA 92081 (760) 597-4427 tanderson@solatube.com Quality Assurance Representative LL Address/Phone/Small a Category Sky Lights Subcategory Skylight Compliance Method j Evaluation Report from a Florida Registered Architect or a Licensed Oi Florida Professional Engineer ® ElEvaluation. Report - Hardcopy Received CO !.V ^ S L ti .1, 4w Florida Engineer or Architect Name who developed Robert J. Amoruso, P.E. LL! � the Evaluation Report r Florida License j PE-49752 Quality Assurance Entity Keystone Certifications, Inc. 2 Quality Assurance Contract Expiration Date 04/25/2022 JValidated By Steven M. Urich, PE ❑ Validation Checklist - Hardcopy Received �. j Certificate of Independence FL11480 R31 COI Cl 417-0905 SolatubeSkvllahts ss.p_df Referenced Standard and Year (of Standard) Standard Year AAMA/WDMA/CSA 101/I.S.2/A440 2011 ASTM E1886 2005 ASTM E1996-2012a 2012 ASTM E283 2004 ASTM E330 2002 ASTM E331-00(2009) 2009 TAS 201 1994 TAS 202 1994 TAS 203 1994 I Equivalence of Product Standards Certified By Florida Licensed Professional Engineer or Architect FL11480 R11 Eguly EER 1971 RevS 417-0905 SOLA0004- SOLA0013 ss.odf FL11480 R11 Eauiv EER 1973 Rev4 SOLA0005 ss.odf FL11480 R11 Eauiv EER 2167 Rev4 SOLA0008 ss.odf FL11480 R11 Eauiv EER 2396 Rev2 M74 DS Curb Mount Open_ Ceiling ss.adf FL11480 R11 Eauiv EER 2397 Rev2 M74 DS Curb Mount with Amplifier ss.odf FI-11480 R11 Eauiv EER 2399 Rev2 Solatube 160 290 DS TDD ss adf FL11480 Rii Eauiv EER 2400 Rev2 Solatube 330DS 750 DS TDD ss.odf Sections from the Code Product Approval Method i Method 1 Option D Date Submitted 02/07/2018 Date Validated 02/07/2018 Date Pending FBC Approval 02/15/2018 Date Approved i 04/10/2018 FL # I Model, Number or Name I Description Limi o s Approved for use in HVHZ: Yes Approved for use outside HVHZ: Impact Resistant: Yes Design Pressure: +70/-70 Other: 11480.2 1160 DS TDD, 1 Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-70 Other: FL11480 R11 II SOLA0004 RevE 160DS-29ODS ss odf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11480 R11 AE PER 1971 RevS 417-0905 SOLA0004- SOLA0013 ss.odf Created by Independent Third Party: Yes Non -Impact 160 DS (10") Tubular Daylight Device - Non- HVHZ Installation Instructions FL11480 Rii II Model 160 DS TDD -Product Drawina Packaae.odf Verified, By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports. FL11480 R11 AE PER 2399 Rev2 Solatube 160 DS-290 DS TDD ss.odf Created by Independent Third Party: Yes 11480.3 290 DS TDD Non -Impact 290 DS (14") Tubular Daylight Device - Non- HVHZ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-70 Other: Installation Instructions F:1148n 1111 II Model 290 DS TDD -Product Drawing Package.odf Verified By: Robert]. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation. Reports FL11480 R11 AE PER 2399 Rev2 Solatube 160 DS-290 DS TDD ss.odf Created by Independent Third Party: Yes 11480.4 290 DS TDD Impact 290 DS (14ff) Tubular Daylight Device - HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes F 1480 RS1 II SOLA0004 RevS 16ODS-29ODS ss.odf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: FL11480 R11 AE PER 1971 RevS 417-0905 SOLA0004- SOLA0013 ss.odf Created by Independent Third Party: Yes 111480.5 1 300 DS TDD I Impact 300 DS (14") Tubular Daylight Device - HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes F: i 1480 RI1 II 300 DS SKYLIGHT - MANUFACTURERS Approved for use outside HVHZ: Yes INSTALLATION DETAIL PACKAGE.pdf Impact Resistant: Yes FL11480 R11 II SOLA0013 RevO 30ODS ss.odf Design Pressure: +70/-70 Verlfied By: Robert J. Amoruso, PE FL PE No. 49752 other: Created by Independent Third Party: Yes Evaluation Reports FL11480 RIX AE PER 1971 RevS 417-0905 S6LA0004- SOLA0013 ss.odf Created by Independent Third Parry: Yes 11480.6 330 DS TDD Non -Impact 330 DS (21") Tubular Daylight Device - Non- HVHZ Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +70/-70 other: Installation Instructions FL1148Q R31 II Model 330 DS TDD - Product Drawing Packaoe.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11480 R11 PER 2400 Rev2 Solatube 3300S 7.50 DS _AE TDD ssxdf - Created by Independent Third Party: Yes 11480.7 750 DS TDD Non -Impact 750 DS (211 Tubular Daylight Device - Non- HVHZ " Limits of Use Installation Instructions Approved for use in HVHZ: No FL11480 1480 R11 II Model 750 DS TDD -Product Drawing Mckage.odf Verified By: Robert J. Amoruso, PE FL PE No. 49752 Approved for use outside HVHZ: Yes Impact Resistant: No I Design Pressure: +70/-70 I Created by Independent Third Party: Yes other: Evaluation Reports ' FL11480 R11 AE PER 2400 Rev2 Solatube 330122S 750 DS TDD ss.odf" 1 Created by Independent Third Party: Yes 11480.8 750 DS TDD Impact 750 DS (21") Tubular Daylight Device -"HVHZ Limits of Use Installation Instructions Approved for use In HVHZ: Yes Fl 11480 R11 II SOLA0005 RevD 750DS �sxd Approved for use outside HVHZ: Yes Verlfied By: Robert J. Amoruso, P.E. FL License No. 49752 Impact Resistant: Yes Created by Independent Third Party: Yes Design Pressure: +70/-70 Evaluation Reports Other: FL11480 RII AE PER 1973 Rev4 SOLA0005 ss odf Created by Independent Third Party: Yes 11480.9 Smart LED Smart LED 10" Tubular Daylight Device - HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes I FL11480 RII II SOLA0008 RgvC ss odf Approved for use outside HVHZ: Yes Verified By: Robert J. Amoruso, P.E. 49752 Impact Resistant: Yes Created by Independent Third Party:_ Yes Design Pressure: +70/-70 Evaluation Reports Other: FL11480 Rif AE PER 2167 Rev4 SOLA0008 ss,pd Created by Independent Third Party: Yes 11480.10 Solatube M74 DS Curb Mount.Open Ceiling TDD; solatube M74 DS Curb Mount Open Ceiling TDD -Dual Glazed - HVHZ. Limits of Use Approved for use'in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 . other: Installation Instructions FL11480 R11 II M74 DS-O-DR P-FC-B-L2-REG FBC- PER2396 ss.odf Verified By: Robert 1 Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11480R11 AE PER 2396 Rev2 M74 DS Curb Mount Open Cellino ss.ndf ' Created by Independent Third Party: Yes 11480.11 Solatube M74 DS Curb Mount Open Ceiling TDD Solatube M74 DS Curb Mount Open Ceiling TDD - Single Glazed - HVHZ Limits of Use Approved for use in HVHZ: Yes I Approved for use outside HVHZ:Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: Installation Instructions FL11480 R11 II M74 DS O-DP-FC-B-L2-REG 'FBC- PER2396 ss.pdf Verified By: Robert J. Amoruso, P.E. FL License No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11480 R11 AE PER 2396 _Rev2 M74 DS Curb Mount Open Ceiling ss odf Created by Independent Third Party: Yes 11480.12 Solatube M74 DS Curb Mount Open j Solatube M74 DS Curb Mount Open Ceiling TOD with Ceiling TDD; with Amplifier I Amplifier - Dual Glazed - HVHZ Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11480 R11 II M74 DS-0-DPP-FC-A-L2-REG FBC- Approved for use outside HVHZ: Yes PER2397 ss.odf Impact Resistant: Yes Verified By: Robert]. Amoruso, P.E. FL PE No. 49752 Design Pressure: +80/-80 Created by Independent Third Party: Yes Other: Evaluation Reports FL11480 R11 AE PER 2397-Rev2 M74 DS Curb Mount with Amplifer ss.odf Created by Independent Third Party: Yes 11480.13 Solatube M74 DS Curb Mount Open Solatube M74 DS Curb Mount Open Ceiling TOO with Ceiling TDD�with Amplifier Amplifier - Single Glazed -HVHZ Limits of Use Approved for use in HVHZ: Yes Approved for use outside HVHZ: Yes Impact Resistant: Yes Design Pressure: +80/-80 Other: Installation Instructions FL11480 1111 II M74 DS-O-DP-FC-A-L2-REG FBC- PER2397 - ss.Ddf Verified By: Robert J. Amoruso, P.E. FL PE No. 49752 Created by Independent Third Party: Yes Evaluation Reports FL11480 R11 AE PER 2397 Rev2 M74 DS Curb Mount with Amplifier ss.odf Created by Independent Third Party: Yes Badt Next 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 Statement :: Accessibility StatemerK :: Refund Statement i 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 mall 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 communicatlon 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.emall adilress 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: ®®® Credit Card Safe SOLATUBE INTERNATIONAL TAG 60 '+ .& 290 DS i(14') TUBULAR DAYLIGHT DEVICE INSTALLATION ANCHORAGE DETAILS S GENERAL NOTES: INSTALLATION NOTES: 1. THE PRODUCT ANCHORAGE SHOWN HEREIN IS DESIGNED TO COMPLY WITH THE CURRENT EDITION 1.ONE (11)#10 INSTALLATION ANCHOR IS REQUIRED AT EACH ANCHOR LOCATION SHOWN ON SHEETS 3.4AND S a OFTHE FLORIDA BUILDING CODE (FED) REQUIREMENTS, INCLUDING HIGH VELOCITyHURMGWE 20NE QMI4ATTHE DESIGNPRESSURES STATEDHEREIN. I THE NUMBER OF INSTALLATION ANCHORS DEPICTED IS THE MINIMUM NUMBEROFANCHORSTO BE USED FOR PRODUCT LOCATEDATALLCORNERS.ANCHORENGINEEMNO BIASED ON 2 THE PRODUCT DETAILS CONTNNEDHTAEN ARE BASED UPON SIGNED AND SEALEDTFbT REPORT 06TALLATION.ALLUNTI3 REQUIRE EIGHT(B) ANCHORS MINIMUM NOT2KROOFESS ENOAOENEMIION ATIBS120DI301-18ANDASSOCIATEDLABORATORYSTAMPEDDRAWINOS. HALL BEEATHINOAND 7-L. INSTALLATION MINIAISANCNIWFTi3 ROD. . O 3. THEPRDDUCTHAS BEEN TES FEDTOTA5201, TAS202ANOTAS703(ATITESTREPMATI 04GAW INT02X RAMNOTEBBELOW). Ii7DD INSTALLATION LOCATION REWiREB/WCHORS TO.ENGAOE IM02X FRAMING, THAT Ei ACCEPTABLE INSTAL ATION LOCATION E SS37AA1301.1a) ANDFOUNDTO BE INCONFORMANCENITHTHE CURRENT EDITION OFTHE FLOW" BUILDING COOE(FBC)INCLIIOING HIGH VELOCTIYHURRCANE ZONETHE DESIGN PRESSURES' 3.ANOHORREQUIREMEM-ROOFSHEATHNG 3.L FORINSTALIATION--(I'MINIMUM TMICIDIESS ROOFSF¢AT .(SEE NOTE S BELCWT, USEASIOTYPE AS PAN HEAD, BROWN IN DESIGN PRE93URE RATING TABLEON SHEETt OF THIS OAAWNGARE BASEDON THE ROUND HEAD ORTRUSS HEADTAPFMNOSCREWGNEETNGASMEOWSIB1aSAOFSUFFiCIENrLENGTHTOENSURE 'w RESULTS DETEST REPORTN0. ATI 8597DA1301.1BDMDEO BYAFACTOH OFSAFETYOF2WHEIff PROTDING SCREWTHREADS AT LEAST ITC BEYOND THE INTERIOR SURFACE OF ROOF SHEATHING. EDGE DISTANCEFROLI PROTRUDING APPLJGfILE CENTERLINE OF SCREW TO EDGE OF SHEATHING SHALL BE AT LEWW4 NCH. ' 32- FOR IHSTALLATIONTHROUGN ROOFSXEATHINO INT02%W000 R0l1F FPMIIND(SEENOIEBBELOWQ. USEAIIIO TYPE AB PAN W PLASICCOMPONNS THEESOLATEDTTUBULAR HEFLGHTDEVIEHAVE BEENVALUATED T 4. PLASIICCOMPONENTSOFTHE SOUTUBETUBUU1R DAYLIGHT DEVICE HAVE BEEN EVALUATED TO HEAD,ROIINDNEA00RTRU9S XEADTAPPNOSCREWS MEERWOASME/AN5181S.SA OF THE $AMELENGTH AS REQUIRED IN NOTE3.I ABOVE EDGE DISTANCE FROM CENTERLINE OFBCREW70 EDGE Of SHEATHING SHALL BE AT LEAST9141NCH. Ee �A. HIGH VELOCITY ZONE AND ARE IN COMPLIANCE AS DDCUMENTED IN PRODUCT EVALUATION REPORT PE EDGE DISTANCE EXCLUDE ROOF FINISHES. YY NO.1971. BY ROBERTJ.ANORUSO, 6. ADEQUACY OF THE EXISTING STRUCTURAL ROOF SHEATHING AND SUPPORTING ECFRAMING ASA 4. MINIMUM EWBEDMENTAND S INSTALLATION ANCHORS MUST SEMADEOF CORROSION RESISTANT MATEIALOR HAVE A CORROSION RESISTANT COATWM ' W o MAIN WIND FORCERESISTNO SYSTEM CAPABLE OFWITH3TANDINGANDTRANSFFARNGAPPLIED PRODUCT LOADS TO THE FOUNDATION RI THE RESPONSIBILITY OF THE QNGNEERCRARCHRECTCF . SINSTAlUT10N ANCHOR CAPACRIE6 FOR PRODUCTS HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING cq N . RECORD FORTME PROJECT OFINSTALLATION. PROPELTIEB,ROOFSHEATHINGTHICKNESS. GROUP OR GRADE MAY BE MANDATED BY JURISDICTION REQUIREMENTS, I--� 1--� - THEREFORE TNKSWESSAND GROUP/GRADE SHOWN BELOWWILL BE CONSIDERED MINIMUM. I)MINNUM B. THE INSTALLATION DETAILS OESCROED HEREIN ARE GENERIC AND MAY NOT REFLEL'I'ACTUAL CONINIONSFORASPECIFICSTTE• IFSITE CONDITIONS CAUSE INSTALLATION TO DEVIATEFROM PREPMESOE a1. 7TIB' THICKPLYWODD-SPECIES GROUP 10R 2(APAVOLUNTARY PRODUCT STANDARD PS 62. 7PWOSB-SHFATHNGGRADE (APAVOLUNTARY PROIXLCTSTANDARD P52)MIIIMUM. . '. THE REQUIREMEMrSOETNLEDHEREIRALICENSEDENGINEPRORARCKrFECTSHALL SPECIFIC DOCUMENTS FORUSE WRHTHIS DOCUME I 7.INSTMUOIOMMOUNMO CONOMONSAND LRATATIONS OF USEAS INQUIRED SYTHE FOLLOWINGSECRONS OFTIE OURRENT 1--4 O ATTALTO1ENfOFT1@ EDITION OFTHE LLONDA BUILDING CODE(FBC)ANO FLORIDA RESIDENTIAL CODE (FM SHALL BE MET. HIS CJ]. 7. THIS PRODUCYEVALWTIONDOGUMENTADWtESSE3T10:61RUCTURAL SKY HTITUBULAR DAYUGHI'DEVICETOTHE RDOFSHEATIONGONLY. PREPARATION OFTHE ROOF 7.1. FSO, SECTION 2AOS.SLOPED ANSMI TIND LASTI GLAZING 72 FBC, SECTION SHEATMNGAND ROOF COVERNOIS)TO RECENMTHESKYLLGHT/NBLAARDAYUGHI'DEVICE SHALLBE FOOQSGHRTRANSNDSLO EDGLCSKYLIGM 7.3. fjtC. SECTION R308,3NYLiGFRS AND SLOPEDGLA21N0 ..'. . PERIM MANUFACTURER'S INSTRUCTIONS AND WITH CHAPTER ISOFTHE CURRENT LED EDITION OF THE FLORIDA BUILDING CHWrELBOFTIECURRENT EDITION OF THE FLORIDA aACU CONSTRUCTED IN ACCORDANCE WITH THE REQUIREMENTS FOR THETYPE OF CONSTRUCTION CLASSIFICATION, BUT AT RE51DENT'GODE. LEAST41NCHESABOVETHE PLANE OF THE ROOF BY OTHERS IS ALLOWED. ADDITIONAL INSTALLATION DETAILING AND ENGINEERED INSTALLATION EVALUATION BY ALICENSED DESIGN PROFESSIONAL WILL BE REQUIRED FOR SUBMITTAL IN AD IL INAIxORDANCEVATHTFEg1RREHTEDfEION FBC DISSIMOMA@TAISNCUBILNOFASTENERSTHAT MAY CONE INTO CONTACT WITH ALUMINUM SKYLIGHT FRAMING SHALL HAVE BEEN PROTECTED. 'TOTXIS PRODUCT EVALUATION DOCUMENT. .. . -TABLE OF CONTENTS SHEET DESCRIPTION 111,11, lil .. 1 GENERAL. AND INSTALLATION NOTES - .. .. .. RobAd J. ARDNNI. P.E. FL P.E. Na 49752 D19IM1l 49nedbyll-bviJ Amotuto". Date2017J0.R916A4:504M00 2 ELEVATIONS. ANCHORING, SECTIONS. DETAILS AND'B.O.M. 3 290 DS (147 FLASHING OPTIONSoft 4 150 DS (107 FLASHING OPTIONS 5 INSTALLATION DETAILS AND SECTIONS 6 . OPTIONAL DIFFUSER DETAILS DESIGN PRESSURE RATiNG(PSF) IMPACT RATING UNIT WHERE WATER INFRTRATION TEST L9 RC-0UIRED WHERE WATER INFlLTRIITION TEST IS NOT REQUIRED LARGE MISSLE IMPACT 10'81C SO1A711BE S70.0 . z70.0 A-w—, A.tJ FE(SIERNERRSS FLASHING SHOWN WITH OPTIONAL 2"4R" TALL TURRET EXTENSION SECTION A -A u DEI DETAIL B Kmm ro 1. SOIUCTURALELIM ((µµMG0D.4AfTERS.ORYWAU(TMj 1 IAUTUS1 JORRS&SEAMS WEOWRN7FOILTAPEINOTSHOWS. 911 SEEPAGE I FOR MTERNATE DIFFUSER CONGGURAIIONS4. IIFMIq RECIANGUTAR FOAM OR IEAIAPITIEAD iG a E-+ �U O 'Z' I W de'Y�C Z�m u xx �a H O U �� O P4 N E- a EDd J. Amonao, P.E FL P.E. No.49752 {ya; ^:; illy Signed by rt] Amoruso 2017.10.19 :36-04'00'. i 290DS (14") FLASHING OF FLASHING PITCHED FLAT 4" FLAT 6" OF FLASHING �I zv o H E 23.3 8.7 O z g � o m N� i Z�N W� BX FLASHINIFAME. ^� U FLASHING FASTENER SPACING w FLAT 4; FLAT 6" R PITCHED O V R R CURB RoboAJ. Anwnts", P.F FL P.E. No. 49762 itally signed by )ert J Amomso :e: 2017.10.19 04:24 -04'00' PITCHED LSHING i 011.9 TOP OF FLASHING 0 4.0 14.8 FLAT 4" • � N ale 0 a E c � a F-� F o' z Wom�� Ei �w o zogN I�1 N a FLASHING FASTENER SPACING FLAT 4 , FLAT 6" d PITCHED Q FL P.E. Na 49762 Digitally signed by I Robert J Amoiuso Date: 2017.10.19 16:04:09-04'00' l 6Q DS, ( )yA�I D 90E, = 411) D,,ECORATIVE:FIXTU:RE�O In <,'9UST FROST" flECORATIV E FIXTURE ASSEMBLY I 'TIER DROP' DECORATIVE FIXTURE ASSEMBLY 'OPTIVEW' DECORATIVE ,nat n'mt misu cur omJutm+ti � 1 3 1CI01pG 1Yi115G AttWCIY tJTRY dD)lll ASm6lY COIOPIDnS 11f11 AS. CII: OerID110N ICJIL Cd 16 C11: LETQIf110N WIQGt t ACIRY ID6 ASMIC t KlnC IQI ND ACtR1C J 1 ACRID 1�51 bD ADRLC ] t Ni1JW 1LLtl6 � T. J ASMC 1l01 ftaC AtYMK J i IDS DSIDmI SGWCS � IDe Fi91D6t 4ACJB Sim I 290 DS (14") DECORATIVE FIXTURE OPTIONS 'AURORA GLO' DECORATIVE FIXTURE ASSEMBLY i1 4 1—;;s m Rotie4J.Amat P.E. FL P.E. N..49752 Digitally signed by Robert 3 Amoiuso .. Date: 2017.10.19 16:03:40 -04'00'