Loading...
2017 Duna Vista Ct ROOF21-0060 MetalOWNER:ADDRESS:CITY:STATE:ZIP: WOLFEL JOHN JR 2017 DUNA VISTA CT ATLANTIC BEACH FL 32233 COMPANY:ADDRESS:CITY:STATE:ZIP: AMERICAN ROOFING OF JACKSONVILLE 2117 University Blvd. S JACKSONVILLE FL 32216 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 169506 1624 SELVA NORTE UNIT 02 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 2017 DUNA VISTA CT ROOF NON SHINGLE METAL ROOF $2891.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $101.50 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 8/16/2021 PERMIT NUMBER ROOF21-0059 ISSUED: 8/16/2021 EXPIRES: 2/12/2022 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 2 of 2Issued Date: 8/16/2021 PERMIT NUMBER ROOF21-0059 ISSUED: 8/16/2021 EXPIRES: 2/12/2022 ROOF NON SHINGLE PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 DESCRIPTION ACCOUNT QTY PAID PermitTRAK $101.50 ROOF21-0059 Address: 2017 DUNA VISTA CT APN: 169506 1624 $101.50 BUILDING $65.00 BUILDING PERMIT 455-0000-322-1000 0 $65.00 BUILDING PLAN REVIEW $32.50 BUILDING PLAN CHECK 455-0000-322-1001 0 $32.50 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R16662 $101.50 Printed: Monday, August 16, 2021 10:05 AM Date Paid: Monday, August 16, 2021 Paid By: AMERICAN ROOFING OF JACKSONVILLE Pay Method: CREDIT CARD 498049352 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R16662 Final Plumbing Final Electrical Final HVAC CC Final Final Building* Swimming Pool Steel Swimming Pool Safety Electrical Grounding & Bonding Swimming Pool Final (Bldg) Swimming Pool Final (PW) Formed Columns/ Beams* Masonry Cell Fill Structural Steel* OTHER: OTHER: OTHER: OTHER: OTHER: Power Pole Silt Fence Piers/ Stem Walls Underground Plumbing Underground Electric Foundation/ Footing Slab** Retaining Wall Footing Driveway Sewer (Building Dept) Sewer Tap (Utilities Dept) Rough Electric* Rough Plumbing/ Top Out* Rough Mechanical* House Wrap Wall Sheathing Roof Sheathing Tie-down Framing Connections Rough Framing Roofing In Progress Window/Door In-Progress Insulation Ceiling Insulation Wall Exterior Lath Stucco Scratch Coat Exterior Siding In-Progress Brick Flashing & Ties Early Power Gas Rough Gas Final* * When all rough electric, plumbing, mechanical are complete but before any work is covered up. * When all gas piping is complete and wallboard is installed but before gas is attached to any appliance. All outlets must be capped and pipe pressurized at a minimum of 15 lbs. * For new living space: When all construction work including electrical, plumbing, mechanical, exterior finish, grading, required paving and landscaping is complete and the building is ready for occupancy, but before being occupied Additional inspections may apply to your project if your project contains these elements: INSPECTIONS REQUIRED FOR BUILDING PERMITS To verify compliance with building codes, inspections of the work authorized are required at various points of the construction. The following inspections are typically required for residential projects: Date: Initial: Date: Initial: _____________________________________________________ Permit Type ____________________________________________________ Permit No. __________________________________________________________ Job Address ____________________________________________________ Contractor POST THIS CARD WITH PERMITS AND PERMIT DOCUMENTATION IN FRONT OF BUILDING Construction Hours per City Code: 7am—7pm Weekdays; 9am—7pm Weekends Building Department Public Works/Utilities Fire Department Phone: 904-247-5826 Phone: 904-247-5834 Phone: 904-630-4789 Fax: 904-247-5845 Fax: 904-247-5843 Fax: 904-630-4203 * When forms and reinforcing steel, anchor bolts, sleeves and inserts, and all electrical, plumbing and mechanical work is in place, but before concrete is poured. * When all structural steel members are in place and all connections are complete, but before such work is covered or concealed. ** FORM BOARD ELEVATION CERTIFICATE MUST BE ON-SITE FOR SLAB INSPECTION ROOF21-0059 ROOF21-0059 NEMO|etc. Certificate of Authorization #32455 353 Christian Street, Unit #13 Oxford, CT 06478 (203) 262-9245 ENGINEER EVALUATE TEST CONSULT EVALUATION REPORT Polyglass USA, Inc. 1111 West Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1330 Evaluation Report P12060.02.09-R29 FL5259-R33 (NON-HVHZ) Date of Issuance: 02/24/2009 Revision 29: 04/07/2021 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code and Florida Building Code, Residential Volume. The products described herein have been evaluated for compliance with the 7th Edition (2020) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments, for use in FBC non-HVHZ jurisdictions LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein and FBC 1507.1.1. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance or production facility location(s) changes, or Code provisions that relate to the product(s) change. Acceptance of our Evaluation Reports by the named client constitutes agreement to notify NEMO ETC, LLC of any changes to the product(s), the Quality Assurance or the production facility location(s). NEMO ETC, LLC requires a complete review of its Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Florida Product Approval Number (FL#) preceded by the words “NEMO|etc. Evaluated” may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 18. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. on 04/07/2021. This does not serve as an electronically signed 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 manufactu ring 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 man ufacturing 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 NEMO ETC, LLC 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 f or that purpose. ©2019 NEMO ETC, LLC -------- NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 2 of 18 ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Roof Underlayments, as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 7th Edition (2020) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein . 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind resistance FM 4474 2011 1504.3.1 Wind resistance UL 1897 2015 1507.1.1 / R905.1.1 Material standard ASTM D226 2009 1507.1.1, 1507.2.4, 1507.2.9.2 / R905.1.1, R905.2.8.2 Material standard ASTM D1970 2015 1507.3.3 / R905.3.3 Material standard FRSA/TRI, Sixth Edition 2018 1507.11.2 / R905.11.2 Material standard ASTM D6163 2015 1507.11.2 / R905.11.2 Material standard ASTM D6164 2011 1507.11.2 / R905.11.2 Material standard ASTM D6222 2011 1507.11.2 / R905.11.2 Material standard ASTM D6509 2015 TAS 110 Accelerated Weathering ASTM D4798 2011 3. REFERENCES: Entity Examination Reference Date Entity Examination Reference Date ERD (TST 6049) Wind Uplift 11757.04.01-1-R1 4/25/2001 ERD (TST 6049) FRSA/TRI (tile slippage) PLYG-SC13040.12.16 12/27/2016 ERD (TST 6049) Wind Uplift 11757.08.01-1 8/13/2001 ERD (TST 6049) FRSA/TRI (tile slippage) PLYG-SC12115.08.17 8/8/2017 ERD (TST 6049) Wind Uplift 11776.06.02 1/16/2003 ERD (TST 6049) FRSA/TRI PLYG-SC13035.08.17 10/31/2017 ERD (TST 6049) Wind Uplift P1740.01.07 1/4/2007 FM (TST 1867) Wind Uplift FM 3004091 1/12/2000 ERD (TST 6049) Wind Uplift P1738.02.07-R2 2/5/2007 NEMO (TST 6049) ASTM D1970 4-PLYG-18-004.03.18 3/29/2018 ERD (TST 6049) Wind Uplift P9260.03.08 3/21/2008 NEMO (TST 6049) ASTM D1623, TAS 103 4S-ICP-18-001.07.18-R1 7/23/2018 ERD (TST 6049) Wind Uplift P30540.11.09-R1 11/23/2009 NEMO (TST 6049) Wind Uplift 4L-PLYG-18-003.01.19 1/11/2019 ERD (TST 6049) ASTM D1623, TAS 103 P11030.11.09-1 11/30/2009 NEMO (TST 6049) ASTM D6163 4S-PLYG-18-002.01.19-A 1/24/2019 ERD (TST 6049) TAS 117(B), TAS 114(C) P11030.11.09-2 11/30/2009 NEMO (TST 6049) ASTM D6222 4S-PLYG-18-002.05.19-C 5/20/2019 ERD (TST 6049) ASTM D4977 P11030.11.09-3 11/30/2009 NEMO (TST 6049) FRSA/TRI 4S-PLYG-18-004.10.19-G 10/8/2019 ERD (TST 6049) ASTM D1970 P33360.06.10 6/25/2010 NEMO (TST 6049) FRSA/TRI 4S-PLYG-18-004.10.19-I 10/8/2019 ERD (TST 6049) FRSA/TRI P33370.03.11 3/2/2011 NEMO (TST 6049) FRSA/TRI 4S-PLYG-18-004.10.19-L 10/9/2019 ERD (TST 6049) ASTM D1623, TAS 103 P33370.04.11 4/26/2011 NEMO (TST 6049) FRSA/TRI 4S-PLYG-18-004.12.19-F 12/18/2019 ERD (TST 6049) ASTM D1970, D4798 P37300.10.11 10/19/2011 NEMO (TST 6049) FRSA/TRI 4j-PLYG-19-SSUDL-02.A 1/2/2020 ERD (TST 6049) FRSA/TRI P40390.08.12-1 8/6/2012 NEMO (TST 6049) ASTM D6222 4S-PLYG-18-002.12.19-K-R1 1/7/2020 ERD (TST 6049) ASTM D1623, TAS 103 P40390.08.12-2 8/7/2012 NEMO (TST 6049) ASTM D1970, D4798 4S-PLYG-18-004.01.20.H 1/14/2020 ERD (TST 6049) ASTM D1623, TAS 103 C41420.09.12-3 9/11/2012 NEMO (TST 6049) ASTM D1970, D4798 4S-PLYG-18-004.01.20.K 1/14/2020 ERD (TST 6049) ASTM D6509 P37590.03.13-1-R1 2/5/2013 NEMO (TST 6049) FRSA/TRI (tile slippage) 4S-PLYG-18-004.01.20.A 1/16/2020 ERD (TST 6049) TAS 114(J) P39680.03.13 3/4/2013 NEMO (TST 6049) ASTM D6164 4S-PLYG-18-004.01.20.B 1/16/2020 ERD (TST 6049) ASTM D6164 P37590.03.13-3A 3/6/2013 NEMO (TST 6049) FRSA/TRI PLYG-SC15855.05.20.A 5/29/2020 ERD (TST 6049) ASTM D6164 P37590.07.13-1 7/2/2013 NEMO (TST 6049) FRSA/TRI 4j-PLYG-20-SSUDL-01 7/6/2020 ERD (TST 6049) Wind Uplift P41630.08.13 8/6/2013 NEMO (TST 6049) ASTM D6222 4q-PLYG-19-SSMBB-05.A 7/23/2020 ERD (TST 6049) ASTM D4601 P45940.09.13 9/4/2013 NEMO (TST 6049) ASTM D4798, D1623 4j-PLYG-19-SSUDL-05.A 9/10/2020 ERD (TST 6049) ASTM D4601 P45940.09.13 9/4/2013 NEMO (TST 6049) ASTM D1970 4j-PLYG-20-SSUDL-05.A 9/30/2020 ERD (TST 6049) ASTM D1970 (adhesion) P45370.09.13 9/18/2013 NEMO (TST 6049) FRSA/TRI 4j-PLYG-20-SSUDL-05.C 9/30/2020 ERD (TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 NEMO (TST 6049) FRSA/TRI 4j-PLYG-20-SSUDL-11.A 10/21/2020 ERD (TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 NEMO (TST 6049) ASTM D1970, D4798 4S-PLYG-18-004.12.19.D 10/27/2020 ERD (TST 6049) ASTM D1623, TAS 103 P45270.05.14 5/12/2014 NEMO (TST 6049) FRSA/TRI 4j-PLYG-19-SSUDL-01.A 11/18/2020 ERD (TST 6049) ASTM D1623, TAS 103 6020.09.14-5 9/8/2014 NEMO (TST 6049) ASTM D1623, TAS 103 4p-ICP-20-SSLAP-01.A 12/15/2020 ERD (TST 6049) ASTM D1623, TAS 103 6020.09.14-6 9/8/2014 NEMO (TST 6049) ASTM D4798, D1623 4j-PLYG-20-SSUDL-13.A 03/02/2021 ERD (TST 6049) ASTM D1623 P46520.10.14 10/3/2014 NEMO (TST 6049) ASTM D1623, TAS 103 4p-ICP-20-SSUDL-03.A 03/04/2021 ERD (TST 6049) FRSA/TRI P44360.10.14-R1 10/7/2014 NEMO (TST 6049) ASTM D1623, TAS 103 4j-PLYG-20-SSUDL-07.A 04/07/2021 ---- NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 3 of 18 Entity Examination Reference Date Entity Examination Reference Date ERD (TST 6049) ASTM D1970, D4798 P43290.10.14 10/17/2014 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 ERD (TST 6049) FRSA/TRI PLYG-SC7550.03.15 3/24/2015 Polyglass USA Materials Affidavit Polystick Compound 08/18/2011 ERD (TST 6049) ASTM D1623 P40390.04.15 4/3/2015 Polyglass USA Materials Affidavit Polystick Compound 01/13/2021 ERD (TST 6049) Wind Uplift PLYG-SC8905.05.16-1 5/17/2016 PRI (TST5878) UL1897 708T0058-1 01/13/2021 ERD (TST 6049) ASTM D1970, D4798 PLYG-SC10130.06.16-1 6/27/2016 PRI (TST5878) UL1897 708T0058-6 02/17/2021 ERD (TST 6049) ASTM D1623, TAS 103 PLYG-SC10130.06.16-2 6/27/2016 PRI (TST5878) UL1897 708T0058-7 02/25/2021 ERD (TST 6049) FRSA/TRI PLYG-SC10130.06.16-3 6/27/2016 UL (QUA9625) Quality Control Service Confirmation (FL) 09/13/2018 ERD (TST 6049) ASTM D1970, D4798 PLYG-SC8080.07.16 7/16/2016 UL (QUA9625) Quality Control Service Confirmation (TX) 11/07/2019 ERD (TST 6049) UL1897 PLYG-SC12025.10.16 10/12/2016 UL (QUA9625) Quality Control Florida BCIS Current 4. PRODUCT DESCRIPTION: Product Material Standard Plant(s) Description 4.1 Elastobase ASTM D6163 FL Fiberglass-reinforced, SBS modified bitumen base sheet 4.2 Elastobase P ASTM D6164 FL Polyester-reinforced, SBS modified bitumen base sheet 4.3 Elastoflex S6 G ASTM D6164 FRSA/TRI 09-18 FL, PA Polyester-reinforced, SBS modified bitumen cap sheet 4.4 Elastoflex S6 G FR ASTM D6164 FRSA/TRI 09-18 FL Polyester-reinforced, SBS modified bitumen cap sheet 4.5 HydraGuard Dual Pro ASTM D1970 FL Nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface 4.6 HydraGuard Tile Pro ASTM D1970 FRSA/TRI 09-18 FL Nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface 4.7 Mule-Hide SA-APP Cap Sheet ASTM D6222 FRSA/TRI 09-18 FL Polyester-reinforced, APP modified bitumen cap sheet 4.8 Mule-Hide SA-APP Cap Sheet (FR) ASTM D6222 FRSA/TRI 09-18 FL Polyester-reinforced, APP modified bitumen cap sheet 4.9 Polyflex G ASTM D6222 FRSA/TRI 09-18 FL Polyester-reinforced, APP modified bitumen cap sheet for use as an alternate to Heat Applied “Cap Sheet” in the “Two Ply System” from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition beneath mechanically fastened or adhered tile roof systems 4.10 Polyflex G FR ASTM D6222 FRSA/TRI 09-18 FL Polyester-reinforced, APP modified bitumen cap sheet for use as an alternate to Heat Applied “Cap Sheet” in the “Two Ply System” from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition beneath mechanically fastened tile roof systems 4.11 Polyflex SA P ASTM D6222 FRSA/TRI 09-18 FL, TX Polyester-reinforced, APP modified bitumen cap sheet 4.12 Polyflex SA P FR ASTM D6222 FRSA/TRI 09-18 FL, TX Polyester-reinforced, APP modified bitumen cap sheet 4.13 Polyglass Base ASTM D6509 FL Fiberglass-reinforced, APP modified bitumen base sheet 4.14 Polyglass G2 Base Sheet ASTM D4601 AL Fiberglass-reinforced, asphaltic base sheet -- - - NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 4 of 18 4. PRODUCT DESCRIPTION: Product Material Standard Plant(s) Description 4.15 Polystick IR-Xe ASTM D1970 FL, PA, TX Nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface 4.16 Polystick MTS Plus ASTM D1970 FRSA/TRI 09-18 FL, NV, PA, TX Nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface 4.17 Polystick MU-X ASTM D19701 FL, NV, PA Nominal 54-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface 4.18 Polystick TU Max ASTM D1970 FRSA/TRI 09-18 FL, PA, TX Nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabric surface 4.19 Polystick TU P FRSA/TRI 09-18 FL, PA, TX Nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface 4.20 Polystick TU Plus ASTM D1970 FRSA/TRI 09-18 FL, PA, TX Nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface 4.21 Polystick XFR ASTM D1970 FRSA/TRI 09-18 NV, TX Nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with a textured film surface 5. LIMITATIONS: 5.1 This is a Building Code Evaluation. Neither NEMO ETC, LLC 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 unle ss retained specifically for that purpose. 5.2 This Evaluation Report is not for use in FBC High Velocity Hurricane Zone jurisdictions (i.e., Broward and Miami-Dade Counties). 5.3 This Evaluation Report pertains to above-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. 5.4 This Evaluation Report does not include evaluation of fire classification. Refer to FBC 1505 for requirements and limitations regarding roof assembly fire classification. Refer to FBC 2603 for requirements and limitations concerning the use of foam plastic insulation. 5.5 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. 1 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 5 of 18 5.6 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS FBC Section: 1507.2 1507.3 1507.4 and 1507.5 1507.7 1507.8 and 1507.9 Underlayment Asphalt Shingles Clay and Concrete Tile Metal Slate or Slate- Type Shingles Wood Mechanical Attach Adhesive-Set Elastobase Yes (Alternate to D226, Type II) Yes (as Base Sheet, See 5.8.3) Yes (as Base Sheet, See 5.8.3) Yes (Alternate to D226, Type II) Yes (Alternate to D226, Type II) Yes (Alternate to D226, Type II) Elastobase P Yes (Alternate to D226, Type II) Yes (as Base Sheet, See 5.8.3) Yes (as Base Sheet, See 5.8.3) Yes (Alternate to D226, Type II) Yes (Alternate to D226, Type II) Yes (Alternate to D226, Type II) Polyglass Base No Yes (as Base Sheet, See 5.8.3) Yes (as Base Sheet, See 5.8.3) No No No Polyglass G2 Base No Yes (as Base Sheet, See 5.8.3) Yes (as Base Sheet, See 5.8.3) No No No Elastoflex S6 G No Yes Yes (See 5.6.1) No No No Elastoflex S6 G FR No Yes No No No No HydraGuard Dual Pro Yes No No Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) HydraGuard Tile Pro Yes Yes Yes (See 5.6.1) Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Mule-Hide SA-APP Cap Sheet No Yes Yes (See 5.6.1) No No No Mule-Hide SA-APP Cap Sheet (FR) No Yes Yes (See 5.6.1) No No No Polyflex G No Yes Yes (See 5.6.1) No No No Polyflex G FR No Yes No No No No Polyflex SA P No Yes Yes (See 5.6.1) No No No Polyflex SA P FR No Yes Yes (See 5.6.1) No No No Polystick IR-Xe Yes No No No Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Polystick MTS Plus Yes Yes No Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Polystick MU-X Yes No No Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Polystick TU Max No Yes Yes (See 5.6.1) Yes No Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Polystick TU P No Yes Yes (See 5.6.1) No No Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Polystick TU Plus Yes Yes Yes (See 5.6.1) Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) Polystick XFR Yes Yes No Yes Yes Yes (joint strips, 1507.1.1.3 / R905.1.1.3) NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 6 of 18 5.6.1 Adhesive-set tile is limited to use of the following underlayment / tile-adhesive combinations. TABLE 1A: ALLOWABLE UNDERLAYMENT / TILE-ADHESIVE COMBINATIONS2 Underlayment Adhesive Florida Product Approval Polystick TU Max, Polystick TU P or Polystick TU Plus DAP Foam “Touch ‘n Seal StormBond Roof Tile Adhesive” FL14506 Polystick TU P DAP Foam “Touch ‘n Seal StormBond 2 Roof Tile Adhesive” FL21374 HydraGuard Tile Pro, Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus Dupont “Tile Bond™ Roof Tile Adhesive” FL22525 Elastoflex S6 G, HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA- APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus ICP Adhesives and Sealants “Polyset® AH-160” FL6332 Elastoflex S6 G, HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA- APP Cap Sheet (FR), Polyflex G, Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus ICP Adhesives and Sealants “Polyset® RTA-1” FL6276 5.7 Allowable Substrates: TABLE 2: SUBSTRATE OPTIONS FOR ADHERED UNDERLAYMENTS Underlayment Application Substrates (designed to meet wind loads for project) Type Primer Material(s) HydraGuard Dual Pro, HydraGuard Tile Pro, Polystick IR- Xe, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick XFR, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P or Polyflex SA P FR self- adhering Deck / sheathing (Optional) ASTM D41 plywood, OSB, Southern Yellow Pine or Huber Engineered Woods “ZIP System” Panels ASTM D41 structural concrete Insulation (Optional) ASTM D41 or WB-3000 ASTM C1289 Type II Class 1 polyisocyanurate, ASTM C1289 Type V polyisocyanurate-composite, DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board Base Sheet N/A ASTM D226, Type II felt, Elastobase, Elastobase P or Mule- Hide Nail Base Elastoflex S6 G or Elastoflex S6 G FR hot asphalt Deck ASTM D41 structural concrete Insulation (Optional) ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board Base Sheet N/A ASTM D226, Type II felt, Elastobase, Elastobase P, Mule- Hide Nail Base or Polyglass G2 Base Polyflex G or Polyflex G FR torch- applied Deck ASTM D41 structural concrete Insulation (Optional) ASTM D41 DensDeck Prime or SECUROCK Gypsum-Fiber Roof Board Base Sheet N/A Elastobase, Elastobase P, Mule-Hide Nail Base, Polyglass G2 Base or Polyglass Base 2 Refer to Tile Manufacturer’s or Adhesive Manufacturer’s Florida Product Approval for Overturning Moment Resistance Performance. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 7 of 18 5.8 Attachment Limitations: 5.8.1 For use under mechanically attached NON-TILE prepared roof coverings, attachment shall be in accordance with the manufacturer’s installation instructions, but – for mechanically attached underlayments or base sheets - not less than FBC 1507.1.1 or R905.1.1. 5.8.2 For use under tile roof systems, attachment shall be in accordance with the manufacturer’s installation instructions, but – for mechanically attached base sheets - not less than: • FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1 (for Two- Ply Asphalt Applied Hot Mop Underlayment) or • Section 5.8.3 herein (for other underlayment systems). 5.8.3 Wind Resistance for Underlayment Systems in Tile Roof Applications: The following wind uplift limitations apply to underlayment systems that are not prescriptive in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition. The 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). 5.8.3.1 Direct-to-Deck: The maximum design pressure for the selected assembly shall meet or exceed that required unde r FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. #1 Maximum Design Pressure = -52.5 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Joints: Min. 4-inch wide strips of Elastoflex SA-V over all OSB joints Base Ply: Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #2 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #3 Maximum Design Pressure = -97.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1¼” ring shank nails through 32 ga., 1-5/8” diameter tin caps spaced 12-inch o.c. #4 Maximum Design Pressure = -105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1¼” ring shank nails through 32 ga., 1-5/8” diameter tin caps spaced 12-inch o.c. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 8 of 18 #5 Maximum Design Pressure = -135 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS Plus, self-adhered. Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood joints. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #6 Maximum Design Pressure = -165 psf: Deck: APA Rated Sheathing, 32/16, Exposure 1, PS 1-09, 15/32 Category to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Polystick TU Max or Polystick TU Plus, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1¼” ring shank nails through 32 ga., 1-5/8” diameter tin caps spaced 12-inch o.c.. #7 Maximum Design Pressure = -202.5 psf: Deck: APA Rated Sheathing, 32/16, Exposure 1, PS 1-09, 15/32 Category to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 at 0.5 gal/square Base Ply: Polystick MTS Plus, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1¼” ring shank nails through 32 ga., 1-5/8” diameter tin caps spaced 12-inch o.c. Underlayment: Polystick TU Max or Polystick TU Plus, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1¼” ring shank nails through 32 ga., 1-5/8” diameter tin caps spaced 12-inch o.c.. #8 Maximum Design Pressure = -255 psf: Deck: APA Rated Sheathing, 32/16, Exposure 1, PS 1-09, 15/32 Category to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 at 0.5 gal/square. Underlayment: Polystick TU Max or Polystick TU Plus, self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1¼” ring shank nails through 32 ga., 1-5/8” diameter tin caps spaced 12-inch o.c.. #9 Maximum Design Pressure = -315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #10 Maximum Design Pressure = -622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. #11 All other direct-deck, adhered underlayment systems beneath tile roof systems carry a Maximum Design Pressure of -45 psf. 5.8.3.2 Mechanically-Attached Base Sheet: The maximum design pressure for the selected assembly shall meet or exc eed that required under FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, Appendix A, Table 1A or the critical (highest) design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed at least the Zone 1 design pressure determined in accordance with FBC 1609 or FBC Residential Chapter 3. Elevated pressure zones shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (February 2020) for enhancements. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 9 of 18 #12 Maximum Design Pressure = -30.0 psf*: Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #13 Maximum Design Pressure = -37.5 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #14 Maximum Design Pressure = -37.5 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) or two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. #15 Maximum Design Pressure = -45 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self-adhering underlayment only) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #16 Maximum Design Pressure = -45 psf*: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type II felt Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self-adhering underlayment only) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered or Elastoflex S6 G, applied in full mopping of hot asphalt. #17 Maximum Design Pressure = -45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. #18 Maximum Design Pressure = -45.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 10 of 18 #18 Maximum Design Pressure = -45.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. #20 Maximum Design Pressure = -45.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: 12 ga. annular ring shank nails with 1-5/8" diameter tin caps 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: Polyflex G, torch-applied. #21 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. #22 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #23 Maximum Design Pressure = -52.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. #24 Maximum Design Pressure = -60 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. #25 Maximum Design Pressure = -60 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 11 of 18 #26 Maximum Design Pressure = -60.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #27 Maximum Design Pressure = -60.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. #28 Maximum Design Pressure = -60.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 8-inch o.c. at the 3-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Polyflex G, torch-applied. #29 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 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 S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-applied. #30 Maximum Design Pressure = -67.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Primer: (Optional) PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #31 Maximum Design Pressure = -67.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 12 of 18 #32 Maximum Design Pressure = -67.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width direction of the sheet. Spacing: 12-inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polyflex G, torch-applied. #33 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 Base (requires use of torch-applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3” Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 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 S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-applied. #34 Maximum Design Pressure = -90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. #35 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. #36 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 S6 G, applied in full mopping of hot asphalt. #37 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 Base (requires use of torch-applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3” Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch-applied. #38 Maximum Design Pressure = -90.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width-direction of the sheet 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. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 13 of 18 #39 Maximum Design Pressure = -90.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width-direction of the sheet Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. #40 Maximum Design Pressure = -90.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width-direction of the sheet 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: Polyflex G, torch-applied. #41 Maximum Design Pressure = -97.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #42 Maximum Design Pressure = -97.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #43 Maximum Design Pressure = -97.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. #44 Maximum Design Pressure = -97.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polyflex G, torch-applied. #45 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 S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 14 of 18 #46 Maximum Design Pressure = -105.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width-direction of the sheet 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. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #47 Maximum Design Pressure = -105.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width-direction of the sheet Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. #48 Maximum Design Pressure = -105.0 psf: Deck: APA rated, 7/16 CAT, 0.418 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners & Plates with two (2) screws per plate installed 180° into the holes of the plate, parallel to the width-direction of the sheet 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: Polyflex G, torch-applied. #49 Maximum Design Pressure = -112.5 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS Plus, self-adhered Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #50 Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3” Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch-applied. #51 Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3” Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 15 of 18 #52 Maximum Design Pressure = -127.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base (poly-film top surface) Fasteners: TRUFAST Versa-Fast Fasteners & Plates with one (1) screw per plate, in the center hole. 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. Primer: PG100 or ASTM D41 primer applied to stress plates. Base Ply: (Optional) Polystick MTS Plus, self-adhered. Underlayment: Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick TU Max, Polystick TU P or Polystick TU Plus, self-adhered. #53 Maximum Design Pressure = -127.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sand top surface) Fasteners: TRUFAST Versa-Fast Fasteners & Plates with one (1) screw per plate, in the center hole. 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 S6 G, applied in full mopping of hot asphalt. #54 Maximum Design Pressure = -127.5 psf: Deck: APA rated, 19/32 CAT, 0.578 in., Exposure 1, OSB sheathing to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Polyglass Base Fasteners: TRUFAST Versa-Fast Fasteners & Plates with one (1) screw per plate, in the center hole. 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: Polyflex G, torch-applied. 5.9 Exposure Limitations: TABLE 3: EXPOSURE LIMITATIONS Underlayment Prepared Roof Cover Installation Type Maximum Exposure (days) Elastobase, Elastobase P, Polyglass G2 Base or Polyglass Base Mechanically attached 30 Polystick IR-Xe or Polystick MU-X Mechanically attached 90 HydraGuard Dual Pro, HydraGuard Tile Pro, Polystick MTS Plus, Polystick TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR Any type (per Table 1) 180 Elastoflex S6 G, Elastoflex S6 G FR, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex G, Polyflex G FR, Polyflex SA P or Polyflex SA P FR Adhesive-set tile roof system 180 Mechanically attached UNLIMITED NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 16 of 18 5.10 Tile Slippage Limitations: When loading roof tiles on the underlayment in direct-deck tile roof 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 4: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Staging Slope Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack (4 over 2) Prohibited without battens HydraGuard Tile Pro Flat or Lugged 6-tile stack (4 over 2) 7:12 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 Polystick MTS Plus Flat 6-tile stack (4 over 2) 5:12 Lugged 6-tile stack (4 over 2) 4:12 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 or Lugged 6-tile stack (4 over 2) 7:12 Polystick TU Plus Flat or Lugged 6-tile stack (4 over 2) 7:12 Flat or Lugged 10-tile stack 6:12 Polystick XFR Flat or Lugged Prohibited without battens Prohibited without battens 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation instructions subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule-Hide Nail Base: 6.3.1 Non-Tile Applications: Shall be installed in compliance with requirements for an approved mechanically attached underlayment (ASTM D226, Type II) in FBC Table 1507.1.1.1 or FBC Residential Table R905.1.1.1 for the type of prepared roof covering to be installed, and the manufacturer’s installation instructions. FBC requirements take precedence over the manufacturer’s installation instructions. Elastobase, Elastobase P or Mule-Hide Nail Base may be covered with a layer of Polystick IR-Xe, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick XFR, Polyflex SAP, Polyflex SA P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top-layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: 6.3.2.1 Elastobase (poly-film top), Elastobase P (poly-film top) and Mule-Hide Nail Base are limited to use as a mechanically attached base sheet in the “TWO-PLY SYSTEM” from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, followed by Polystick MTS Plus, Polystick TU Max, Polystick TU P, Polystick TU Plus, Polystick XFR, Polyflex SAP, Polyflex SA P FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self-adhered or Polyflex G or Polyflex G FR, torch-applied. Tile roof installation method is limited by the selected Cap Sheet, as set forth in Table 1. Refer to Section 5.8.3.2 herein for attachment requirements. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 17 of 18 6.3.2.2 Elastobase (sanded-top) and Elastobase P (sanded-top)e are limited to use as a mechanically attached base sheet in the “TWO- PLY SYSTEM” from FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual , Sixth Edition, followed by Elastoflex S6 G, Elastoflex S6 G FR or an FBC Approved Mineral Surfaced Cap Sheet (ASTM D6380), asphalt -applied or Polyflex G or Polyflex G FR, torch-applied. Tile roof installation method is limited by the selected Cap Sheet, as set forth in Table 1. • When Elastobase (sanded-top) or Elastobase P (sanded-top) is followed by asphalt-applied Elastoflex S6 G, Elastoflex S6 G FR or FBC Approved Mineral Surfaced Cap Sheet (ASTM D6380), refer to FRSA/TRI, Sixth Edition, Appendix A, Table 1 or Section 5.8.3.2 herein for attachment requirements. • When Elastobase (sanded-top) or Elastobase P (sanded-top) is followed by torch-applied Polyflex G or Polyflex G FR, refer to Section 5.8.3.2 herein for attachment requirements. 6.4 HydraGuard Dual Pro, HydraGuard Tile Pro, Mule-Hide SA-APP Cap Sheet, Mule-Hide SA-APP Cap Sheet (FR), Polyflex SA P, Polyflex SA P FR, Polystick IR-Xe, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR: 6.4.1 General: All seal-lap seams (selvage laps) must be firmly rolled with a in accordance with Polyglass requirements to ensure full contact and adhesion. For HydraGuard Dual Pro and HydraGuard Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). View of Overlap Seam of HydraGuard Dual Pro and HydraGuard Tile Pro 6.4.2 Non-Tile Applications: Shall be installed in compliance with requirements for an approved self-adhering underlayment (ASTM D1970) in FBC 1507.1.1.1 or 1507.1.1.3 or FBC Residential R905.1.1.1 or R905.1.1.3 for the type of prepared roof covering to be installed, and the manufacturer’s installation instructions. When installed over a mechanically attached base sheet of FBC Approved ASTM D226, Type II felt, Elastobase, Elastobase P or Mule-Hide Nail Base, the base sheet shall be fastened in accordance with FBC 1507.1.1 or R905.1.1. 6.4.3 Tile Applications (excludes HydraGuard Dual Pro, Polystick IR-Xe and Polystick MU-X): Shall be installed in compliance with the requirements for Self-Adhered Membrane set forth in FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition and the manufacturer’s installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 6.4.4 Multi-Ply Underlayment Systems: Polystick MTS Plus or Polystick XFR followed by HydraGuard Tile Pro, Polyflex SA P, Polystick MTS Plus, Polystick MU-X, Polystick TU Max, Polystick TU P, Polystick TU Plus or Polystick XFR is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with th e top-layer material. This is not a requirement, but is allowable if a 2 -ply underlayment system is desired. Polystick MTS Plus followed by HydraGuard Tile Pro , Polyflex SA P, Polystick TU Max, Polystick TU P or Polystick TU Plus is allowable for use under adhesive-set tile systems. Limits of use are those associated with the top-layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. NEMO|etc. NEMO ETC, LLC. Evaluation Report P12060.02.09-R29 Certificate of Authorization #32455 7TH EDITION (2020) FBC NON-HVHZ EVALUATION FL5259-R33 (NON-HVHZ) Polyglass Roof Underlayments Revision 29: 04/07/2021 Page 18 of 18 6.5 Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Shall be installed in compliance with requirements as an alternate to the “Hot Asphalt Applied Cap Sheet” in the “Two Ply System” in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual , Sixth Edition, and the manufacturer’s installation instructions. Refer to Section 5.8.2 and 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 6.6 Polyflex G or Polyflex G FR: 6.6.1 Shall be installed in compliance with requirements as an alternate to the “Heat Applied Cap Sheet” in the “Two Ply System” in the FRSA/TRI Florida High Wind Concrete and Clay Roof Tile Installation Manual, Sixth Edition, and the manufacturer’s installation instructions. Refer to Section 5.8.3 herein for attachment limitations. Refer to Table 4 herein for tile staging limitations. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction to properly evaluate the installation of this product. 8. MANUFACTURING PLANTS: Contact the named QA entity for manufacturing facilities covered by F.A.C. Rule 61G20-3 QA requirements. Refer to Section 4 herein for products and production locations having met codified material standards. 9. QUALITY ASSURANCE ENTITY: UL LLC – QUA9625; (414) 248-6409; Karen.buchmann@ul.com - END OF EVALUATION REPORT -