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HomeMy WebLinkAboutRevisions Payment Slip " - - Online address:http://www.stiucieco.org/planning/permitting.htm Planning&Development Services Quick Links: Building&Code Regulation Division Permit Status Lookup 2300 Virginia Avenue Online Building Inspection System Fort Pierce,FL 34982 Daily Inspector Schedule Phone:(772)462-1553 Fax:(772)462-1578 THIS IS NOT A RECEIPT XL' Permit Date: 13 May, 2020 Permit Number: SLC- 2003-0340 ROOF -METAL Contacts: Contractor Frontera Steve V/Steve Frontera Roofing (800) 520-3880 Inc STEVE.FRONTERA ATT.NET Fax: (772)336-8568 Property Owner Teena M Alberts (772)672-4165 Fax: Job Address: 5215 HICKORY DR Fee Description: Amount Due: NRevis753 N-Revisions to Permit Plans(per $75.00 each revision) NPermi722 N-Permit Fee- Inspections $75.00 (each) NBPCopies COPIES $3.45 Total Unpaid Fees: $153.45 To check the status of your permit, day or night, use our on-line progam: http://www.stiucieco.org/planning/permitting.htm Copy and paste this in your internet browser and add it to your favorites. 5/13/2020 3:11:23 PM p e tip b oz OFFICE USE ONLY:: x DATE FILED: 5 ) 1 a3 PERNIIT# REVISION FEE: fj d 4 RECEIPT# PLANNING&DEVELOPMENT SERVICES � tV�� BUILDING&CODE REGULATION DIVISION 2300 VIRGINIA AVENUE WAY 12 2020 FORT PIERCE,FL 34982.5652 (772)462-1553 I S;. Lucie County, Permitting APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION LOCATION/SITE ADDRESS: 5215 Hickory Dr. Ft.Pierce, Florida 34982 DETAILED DESCRIPTION OF PROJECT REVISIONS: ff/fta>; ,- PA 1-s Wvdn? T /6" I Ij j'r CONTRACTOR INFORMATION: STATE of FL REG./CERT. #: CCC1326920 ST. LUCIE CO CERT. #: 16380 BUSINESS NAME: Steve Frontera Roofing, Inc. QUALIFIERS NAME: Steve Frontera ADDRESS: P.O.Box 9661 CITY: Port St. Lucie STATE: Florida ZIP: 34985 PHONE(DAYTIME): 772-336-3880 FAX: 772-336-8568 OWNER/BUILDER INFORMATION: NAME: Stephen Ferreira ADDRESS:5215 Hickory Dr. CITY: Fort Pierce STATE: Florida ZIP: 34982 PHONE (DAYTIME: 954-461-1847 FAX: N/A ARCHITECT/ENGINEER INFORMATION: NAME: ADDRESS: CITY: STATE: ZIP: PHONE(DAYTIME): FAX: SLCCC: 9/23/09 Revised 06/30/17 REVISION EVIEWE® FOR E COMPLIANCE IVEM01etc. CertiAuthorization#32455 M1 Y STm UCIE COO Istian Street,Unit#13 ��� Oxford,(203)62--9245 ST. Lucie County, Permitting_ ENGINEER EVALUATE TEST CONSULT CERTIFY REPORTEVALUATION Owens Corning Roofing and Asphalt,LLC Evaluation Report 111980.11.08-1111 One Owens Corning Parkway FL11602-R10 Toledo,OH 43659 Date of Issuance: 11/03/2008 (740)321-6345 Revision 11:10/17/2019 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 61h Edition(2017) Florida Building Code sections noted herein. DESCRIPTION: TitaniumTm Roof Underlayments LABELING: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E.of any changes to the product(s),the Quality Assurance or the production facility location(s). NEMO ETC, LLC 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 "NENIOIetc. 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 8. Prepared by: � sal dn. Robert J.M.Nieminen P.E. The facsimile seal appearing was authorized b Robert i PP g Y Florida Registration No.59166,Florida DCA ANE1983 ✓ „y;�; " Nieminen,P.E.on 10/17/2019.This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. NEW 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 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 for that purpose. ©2018 NEMO ETC,LLC OMEMO I etc. ROOFING COMPONENT EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Underlayment Compliance Statement: Titanium'"Roof Underlayments,as produced by Owens Corning Roofing and Asphalt,LLC, have demonstrated compliance with the intent of the following sections of the 6t1 Edition (2017) Florida Building Code through testing in accordance with applicable sections the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift UL 1897 2012 1507.1.1,R905.1.1 Exception Unrolling,Breaking Strength,Pliability ASTM D226 2009 1507.1.1,R905.1.1 Exception Tear Strength ASTM D1970 2015 1507.1.1,T1507.1.1,1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012(04-12) 2012 TAS 110 Accelerated Weathering ASTM D4798 2011 TAS 110 Pull-through resistance TAS 117(8) 1995 13. REFERENCES: Entity Examination Reference Date ERD(TST6049) Physical Properties 115010.04.09 04/29/2009 ERD(TST6049) Physical Properties 115010.05.10 05/14/2010 ERD(TST6049) Physical Properties 135520.06.11 06/15/2011 ERD(TST6049) ASTM D226 138010.08.11 08/11/2011 ERD(TST6049) Wind Uplift 135520.08.11-1 08/12/2011 ITS(TST1509) ASTM D226 311801000Q-003 04/26/2007 ITS(TST1509) ASTM D226 3130639COQ-002A 08/21/2007 ITS(TST1509) Physical Properties 3126617COQ-005 10/31/2007 ITS(TST1509) ASTM D226 101823107COQ-011 01/23/2015 ERD(TST6049) Physical Properties(NH) 4j-OC-19-SSUDL-01.A 06/14/2019 Owens Corning Product equivalency Declaration 06/18/2018 PRI(TST5878) ASTM D1970 OCF-341-02-01 09/20/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-331-02-02 10/03/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-332-02-02 10/03/2017 PRI(TST5878) ASTM D1970;Tear strength OCF-334-02-02 10/03/2017 PRI(TST5878) FRSA/TRI April 2012(04-12),partial OCF-343-02-01 11/09/2017 PRI(TST5878) ASTM D4798 OCF-341-02-01 11/27/2017 PRI(TST5878) TAS 117(B);Pull-through OCF-422-02-02 04/03/2018 PRI(TST5878) FRSA/TRI April 2012(04-12),partial OCF-425-02-01 08/13/2018 PRI(TST5878) ASTM D226/ASTM D4798 OCF-331-02-01 R1 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-332-02-01 R1 05/07/2019 PRI(TST5878) ASTM D226/ASTM D4798 OCF-334-02-01 R1 05/07/2019 PRI(TST5878) UL1897 1378TO02 07/10/2019 PRI(TST5878) Tensile adhesion OCF-507-02-01 08/13/2019 ITS(QUA1673) Quality Control ITS Listings Current ITS(QUA1673) Quality Control Service Confirmation 09/30/2017 NEMO ETC,LLC Evaluation Report 111980.11.08-1111 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 2 of 8 ONEMOletc. 4. PRODUCT DESCRIPTION: Product Specification Plants Description 4.1 TitaniumT" PSU-30 ASTM D1970 Dubai,UAE& unreinforced polymer modified bitumen material adhered and FRSA/TRI Brentwood, NH to the underside of a polymer-coated,synthetic woven April 2012 sheet. The underside is backed with a release film. Unit weight 24 lbs/square 4.2 Titanium'"'UDL-25 FBC 1507.1.1 Qingdao,China synthetic sheet-type underlayment comprised of a woven &R905.1.1 core coated on one side with a polymer coating. Unit (Exception) weight 2.5 lbs./square 4.3 Titanium'" UDL-30 FBC 1507.1.1 Mission, BC, synthetic sheet-type underlayment comprised of a woven &R905.1.1 Canada& core coated on both sides with a polymer coating. Unit (Exception) Qingdao,China weight 4.0 lbs./square 4.4 TitaniumTM UDL-50 FBC 1507.1.1 Mission, BC, synthetic sheet-type underlayment comprised of a woven &R905.1.1 Canada& core coated on both sides with a polymer coating. Unit (Exception) Qingdao,China weight 4.7 lbs./square 5. WITATIONS: 5.1 This is a building code evaluation. Neither MEMO 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 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 TitaniumT"" 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. 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Asphalt Wood Shakes Underlayment Shingles Nail-On Tile" Foam-On Tile Metal ' &Shingles Slate ium PSU-30 Yes Yes Yes Yes Yes Yes (See 5.5.1 ( ) Titanium UDL-25 Yes No No Yes Yes Yes Yes Yes Titanium UDL-30 Yes (Base sheet int-ply (Base Sheet int-ply Yes Yes Yes system) system) Titanium UDL-50 Yes No No Yes Yes Yes NEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 3 of 8 NNEMOletc. 5.5.1 "Foam-On Tile'is limited to use of following Approved tile adhesives/underlayment combinations. TABLE 1A:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS' Underlayment Adhesive Florida Product Approval DUPONT Tile Bond"" FL22525 Titanium PSU-30 ICP Adhesives Polyset"AH-160 FL6332 ICP Adhesives Polyset®RTA-1 FL6276 5.6 Allowable Substrates(for self-adhering): TABLE 2: SUBSTRATE OPTIONS Underlayment Primer Substrates (Optional)ASTM D41 plywood None ASTM D226 felt Titanium PSU-30 ASTM D41 Titanium UDL-30 None Titanium UDL-30(inverted) 5.6.1 Wind Resistance for Underlayment Systems in Foam-On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam-on tile systems,where the underlayment forms part of the load-path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12)and are used in foam-on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2(the 2 to 1 margin of safety per FBC 1504.9 has already been applied).Refer to FRSA/TRI April 2012(04-12),Appendix A,Table 1A or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure=-45 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)ASTM D41 Underlayment: One or two plies, Titanium PSU-30, self-adhered and back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga.,1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #2 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies,Titanium PSU 30,self-adhered and back-nailed max.6"o.c.with 12 ga.galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. NEMO ETC,LLC Evaluation Report 111980.11.08-1131 Certificate ofAuthorization 832455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 4 of 8 ONEMOletc. #3 Maximum Design Pressure=-30 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch, heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 12-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One ortwo plies,Titanium PSU 30,self-adhered and back-nailed max.6"D.C.with 12 ga.galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt,LLC published installation requirements. #4 ;Maximum Design Pressure=-45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(inverted) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga., 1-5/8"diameter tin caps Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required at all tin-caps. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. #5 Maximum Design Pressure=-45 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Titanium UDL-30(printed side up) Fasteners: 12 ga.annular ring shank nails having not less than 20 rings per inch,heads not less than 3/8 inch diameter and length sufficient to penetrate through the thickness of deck not less than 3/16-inch with min.32 ga.,1-5/8"diameter tin caps. Spacing: 6-inch o.c.at 4-inch wide side laps and 8-inch o.c.at three(3),equally spaced center rows. Primer: ASTM D41 primer required over printed side of UDL-30. Underlayment: One or two plies, Titanium PSU 30, self-adhered and back-nailed 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements. 5.6.4.1 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1,FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Titanium UDL-25,Titanium UDL-30,Titanium UDL-50 or Titanium PSU-30 shall not be left exposed for longer than 180-days.- NEMO ETC,LLC Evaluation Report 111980.11.08-1111 Certificate of Authorization 1132455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 5 of 8 ONEMOletc. 5.8 Tile Slippage Limitations [per FRSA/TRI April 2012(04-12)1: 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 3: TILE SLIPPAGE LIMITATIONS FOR DIRECT-DECK TILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Flat Max. 10-tile stack 5:12 Flat Max 5-tile stack 6:12 Lugged Max. 10-tile stack 4:12 Lugged Max.5-tile stack 5:12 Max.10-tile stack(5 over 51 Titanium PSU-30 Lugged 5:12 I 16. INSTALLATION: 6.1 Titanium Roof Underlayments shall be installed in accordance with Owens Corning Roofing and Asphalt, LLC published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re-fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application,and prime the substrate(if applicable). 6.3Titanium'""UDL-25,Titanium UDL-30 or or UDL-50: 6.3.1 Shall be installed in compliance with the requirements for ASTM D226, Type I or II underlayment in FBC Table 1507.1.1 or R905.1.1 for the type of prepared roof covering to be installed,considering the wider sheet-width. 6.3.2 Fasteners: Mechanical attachment of Titanium UDL-25 and Titanium UDL-30 is limited to ring shank roofing nails with minimum 1-inch diameter plastic caps. Mechanical attachment of Titanium UDL-50 is limited to ring shank roofing nails with minimum 3/8-inch diameter heads;ring shank roofing nails with minimum 1-inch diameter plastic caps;screws and plates;or plastic cap staples. 6.3.2.1 Code Reference: The Exception statement in FBC 1507.1.1 and FBC R905.1.1 states: "...except metal cap nails shall be required where the ultimate design wind speed, V It,equals or exceeds 150 mph." Owens Corning Roofing and Asphalt, LLC has furnished data to permit the use of 1-inch diameter plastic cap nails in lieu of metal cap nails for these applications,when the TitaniumTm UDL-25,Titanium UDL-30 or Titanium UDL-50 underlayment is installed beneath mechanically fastened prepared roof covers referenced in FBC Table 1507.1.1 or R905.1.1. NEMO ETC,LLC Evaluation Report 111980.11.08-Rii Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 6 of 8 ONEMO etc. 6.3.3 Slopes of 4:12 or greater: End (vertical) laps shall be minimum 6-inches and side (horizontal) laps shall be minimum 4-inches. End (vertical) laps shall be offset from course to course not less than 6 feet. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. When batten systems are to be installed atop the underlayment,the underlayment need only be preliminarily attached pending attachment of the battens. 6.3.4 Slopes of 2:12 to less than 4:12: End(vertical)laps shall be minimum 12-inches and side(horizontal)laps shall be minimum 25-inches. End(vertical) laps shall be offset from course to course not less than 6 feet. Begin by fastening a 25-inch wide strip along the eaves. Place a full-width sheet over the starter, completely overlapping the starter course. Continue upslope,maintaining minimum 25-inch side(horizontal)laps,resulting in- a double-layer application. Minimum attachment shall be in accordance with FBC Table 1507.1.1 or R905.1.1. Secure end laps 4-inch D.C. When batten systems are to be installed atop the underlayment, the underlayment need only be preliminarily attached pending attachment of the battens. 6.4 TitaniumT""PSU-30: 6.4.1 Non-Tile Installations: Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed, and Owens Corning published requirements. TitaniUMTM PSU-30 shall be back-nailed in accordance with Owens Corning published installation requirements. 6.4.2 Nail-On Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in FRSA/TRI April 2012(04-12),and Owens Corning published requirements. TitaniumTM PSU-30 shall be back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning published installation requirements. Refer to Section 5.8 for tile staging limitations. 6.4.3 Foam-On Tile Applications: Shall be installed in compliance with the requirements for Self-Adhered Membrane underlayment set forth in FRSA/TRI April 2012(04-12),and Owens Corning published requirements.TitaniumT1 PSU-30 shall be back-nailed max. 6" o.c. with 12 ga. galvanized annular rink shank nails through 32 ga., 1-5/8-inch diameter tin caps in accordance with Owens Corning published installation requirements. Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tile staging limitations. 6.5 Titanium 2-Ply System: 6.5.1 The Titanium 2-Ply System consists of a base layer of Titanium UDL-30 (top-surface primed or sheet inverted) mechanically attached to the wood roof deck followed by Titanium PSU-30,self-adhered. 6.5.2 Non-Tile Applications: Install Titanium UDL-30(top surface primed or sheet inverted)in accordance with Section 6.3 followed by Titanium PSU-30 in accordance with Section 6.4. NEMO ETC,LLC Evaluation Report 111980.11.08-Rll Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 7 of 8 O. NEMO I etc. 6.5.3 Nail-On Tile Applications: For nail-on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with FRSA/TRI April 2012(04-12),using Section 6.3 as a guide,and considering the wider sheet width relative to ASTM D226 felt. Then apply Titanium PSU-30 in accordance with Section 6.4. Refer to Section 5.8 for tile staging limitations. 6.5.4 Foam-On Tile Applications: For foam-on tile installations, install Titanium UDL-30 (top surface primed or sheet inverted) in accordance with Section 5.6.1 herein. Then apply Titanium PSU-30 in accordance with Section 6.4 Refer to Table 1A for allowable tile adhesives. Refer to Section 5.6.1 for wind uplift limitations. Refer to Section 5.8 for tile staging limitations. REQUIREMENTS:7. BUILDING PERMIT As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 18. MANUFACTURING PLANTS: Contact the manufacturer or the named QA entity for plants covered under Rule 61G20-3 QA requirements. Refer to Section 4 herein for product&production locations having met codified physical properties specifications. �AUTY ASSURANCE ENTITY: Intertek Testing Services NA Inc.—QUA1673; (604)520-3321 -END OF EVALUATION REPORT- NEMO ETC,LLC Evaluation Report 111980.11.08-Ril Certificate of Authorization#32455 6T"EDITION(2017)FBC NON-HVHZ EVALUATION FL11602-R10 Titanium Roof Underlayments Revision 11:10/17/2019 Page 8 of 8 lProduct Report • • 2160SW Poma Drive VISION Palm City, FL 34990 .772-)872-8034 { Florida Product Approval Compliant with Florida Building Code 2017 (6th ed.) REVIEWED FOR Compliant with Florida Product Approval Rule#61G20-3 CODE COMPLIANCE Compliant: Keystone Certifications ST. LLICIE ®UNT I F300 „ i Product: 1 Nailstrip 26GA Steel Roof Panel FBC Sec. 1507.4.2 Yield strength: 50 ksi min.; Attached to min. 15/32" plywood or Wood Deck w/0.42 specific gravity with 16" Coverage (Max.) Rib Height 1" Corrosion Resistant Compliant: FBC Sec. 1507.4.3 Fastener 1: #10 x 1" (min.) Pancake Head Wood Screw to penetrate 3/16" (min.)thru bottom of support. Adhesive/Sealant : Bostik 91ST1" Chem-Chalk one component, polyurethane adhesive with 3/16" continuous bead application along base of male rib vertical flange at each panel seam. Underlayment: To be compliant with FBC Sec 1507.1.1 Slope: Shall be in compliance with FBC Sec. 1507. ' Install Details: Table A Allowable Loads METHOD 1 METHOD 2 _DESIGN PRESSURE* _ _ -86 PSF Main field -97.25 PSF Perimeter I FASTENER SPACING 6" O.C. 6" O.C. SEAM ADHESIVE Not required 3/16"continuous bead see details Reference Data: ARCHITERAL TESTING, INC.T ID#: 1527 UL 580-06& UL 1897-04 TEST REPORT D8 06/30/15 Specimen#1&#2 !EQUIVALENCY:UL1897-04 is equivalent to Test Standard U_L1897-12. *Design Pressure margin of safe 2:1 Certificate of Independence: Locke Bowden,P.E.does not have,not will acquire a financial �company manufacturing or distributing products under this evaluation. Locke Bowden,P.E.is not owned,operated,or control)eP0 mph ;� nj;�cturer,or distributing products under this report. . . /:w • 7 seal ���•� STATE OF0, 0 •'l44 °11;J r"ONA�L. Limitations: 1.Underiayment to be compliance with current Florida Building Code(FBC)2017 6"'ed.. 2.Minimum slope to be compliant with Florida Building Code 2017 6"'ed.,and per with Manufacturer's installation reference. 3.Products are compliant for State of Florida product approval per Rule 61 G20-3.Compliance Method: 1-D 4.Engineering analysis for"project specific approval by local authorities w/jurisdiction is allowed by other registered engineers. 5.Fire classification is not part of this acceptance.Shear diaphragm values are outside this report. 6.Support framing in compliance w/FBC 2017 6t'ed.,Chapter 22 for Steel,Chapter 23 for Wood and Chapter 16 for Structural Loading. 7.This report does not imply warranty,installation,recommended product use outside of this report. FL 17022.5 1.0 Nail Strip (26GA Steel), 16"Wide Roof Panel-Details 16" T- 1" 3/4�— Panel Profile 16" o.c. Deck: -15/32"or greater Plywood,or -Wood plank Integral Snap Lock For METHOD 2: Apply 3116"Bead Bostik 915 TM Sealant Continuous Along Male Rib Vertical Flange Fastener #10 X 1"Min. per Table"A" Pancake Head Wood Screw (Typical Fastening Pattern Across Width) FL 17022.5 1.0 Nail Strip (26GA Steel), 16"Wide Roof Panel -Details Fastener #10 X 1"Min. per Table"A" Pancake Head Wood Screw 1"Nail Strip Roof Panel �— � \f Seam Adhesive Application: Deck: For Method 2 -15/32"or greater Plywood,or Apply 3/16"Bead Bostik 915TM Sealant -Wood plank Continuous Along Male Rib Vertical Flange (Refer to Table"A") Isometric View = E ~~ ='ON � �VIEWED FOR NEM01 etc. �xum���n�»� CODE ���="��� ��I°�" hdstianStneetUnit#13 ST" LNNCNE COUNTY Oxford,[TO647O � UN BOW (203) 262-9245 / TEST CONSULT CERTIFY ENGINEER EVALUATE EVALUATION REPORT Polyglass USA,Inc. Evaluation Report M90.0708-1124 1111 West Newport Center Drive F FL1654-1126 Deerfield Beach, Fl- 33442 Date of Issuance:02/11/2008 (954)233-1230 Revision 24:10/14/2019 Scops: This Evaluation Report is issued under Rule 61G20-3 and the applicable rubs 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 Coda The product described herein has been evaluated for compliance with the 6th Edition(2O17)Florida Building Code sections noted herein. Qsscx|prmm: 9mlyg|assSBS and APP Modified Bitumen Roof Systems LAasums: Labeling shall be in accordance with the requirements of the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance documentation changes,or provisions of the Code that relate to the product thange. 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 orthe production facility|ocation(s). NEK8OIetc. requires acomplete review nfthis Evaluation Report relative toupdated Code requirements with each Code Cycle. &ovsnnssnxcmr: The Evaluation Report number preceded by the words "NEWYOIetc. Evo|uated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. |mspccnmm: 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 5,plus an 81-page Appendix. Prepared by: Robert].KA.Nieminem,P'E. The facsimile seal appearing was authorized bvRobert Florida Registration No.s9166,Florida DCA ANE1p83 ` � w�=m"n'p.E.onuVm�o�.This does^m�="a,an ` electronically signed document. CERTIFICATION opINDEPENDENCE: 1. NEIVIO 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 itevaluates. z. NEMO ETC,LLC is not owned,operated or controlled by any company manufacturing or distributing products it evaluates. l 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 Nleminen,P.E.does not have,nor will acquire,a financial interest in any other entity involved in the approval process of the product. s. This isobuilding code evaluation. Neither msxxoETC,LLC nor Robert mieminen,p.s.are,many way,the Designer ofRecord 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. 0zoz8,wcmoETC,Luc NDEMO letc. ROOFING SYSTEMS EVALUATION: Fl. SCOPE: Product Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance Statement: Polyglass SBS and APP Modified Bitumen Roof Systems,as produced by Polyglass USA, Inc., have demonstrated compliance with the following sections of the 6th Edition (2017) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations J Conditions of Use set forth herein. 112. STANDARDS: Section Prope Standard Year 1504.3.1 Wind FIVI 4474 2011 1504.3.1 Wind UL 1897 2012 1504.7 Impact FIVI 4470 2012 1507.10.2 Physicals ASTM D4897 2001 1507.11.2 Physicals ASTM D6162 2008 1507.11.2 Physicals ASTM D6163 2008 1507.11.2 Physicals ASTM D6164 2011 1507.11.2 Physicals ASTM D6222 2011 1507.11.2 Physicals ASTM D6509 2009 F3_. REFERENCESt Enti Exam Reference Date ga!Lty Exam Reference Date ERD(TST6049) Physicals P10490.10,08-2 10/30/2008 FM(TST1867) FM 4470 3006115 05/02/2001 ERD(TST6049) FIVI 4470/4474 P13760.09.09 09/10/2009 FM(TST1867) FM 4470 3012321 07/29/2002 ERD(TST6049) FM 4470/4474 P13770.09.09 09/10/2009 FM(TST1867) FM 4470 3014692 08/05/2003 ERD(TST6049) FM 4470/4474 P30540.11.09-R1 11/30/2009 FM(TST1867) FM 4470 3014751 08/27/2003 ERD(TST6049) FM 4470/4474 P30550.12.09 12/02/2009 FM(TST1867) FM 4470 3007170 01/13/2004 ERD(TST6049) Physicals P33960.12.10 12/30/2010 FM(TST1867) FM 4470 3019317 06/30/2004 ERD(TST6049) FM 4470/4474 P33970.03.11 03/15/2011 FM(TST1867) FM 4470 3020703 07/30/2004 ERD(TST6049) Physicals P37590.03.13-3A 03/06/2013 FM(TST1867) FM 4470/4474 3018332 01/31/2006 ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 FM(TST1867) FM 4470/4474 3023368 03/20/2006 ERD(TST6049) Physicals P37590.03:13-1-R1 06/26/2013 FM(TST1867) FM 4470/4474 3024594 05/23/2006 ERD(TST6049) Physicals P37590.03.13-2-R1 07/01/2013 FM(TST1867) FM 4470/4474 3023458 07118/2006 ERD(TST6049) Physicals P37590,07.13-2 07/01/2013 FM(TST1867) FM 4470/4474 3030669 09/12/2007 ERD(TST6049) Physicals P37590.03.13-5-R1 07/01/2013 I'M(TST1867) FM 4470/4474 3032172 06/12/2009 ERD(TST6049) Physicals P37590.07.13-1 07/02/2013 FM(TST1867) FM 4470/4474 3049631 04/21/2014 ERD(TST6049) FM 4470/4474 P41630.08.13 08/06/2013 FM(TST1867) FM 4470/4474 3057029 02/02/2017 ERD(TST6049) Physicals P45940.09.13 09/04/2013 NEMO(TST6049) Criticality 4S-PLYG-18-001.06.18 05/23/2018 ERD(TST6049) Physicals P44370.10.13 10/04/2013 NEMO(TST6G49) FM 4474 4L-PLYG.18-003.08.18 08/21/2018 ERD(TST6049) Physicals P39520.09.14-2 09/11/2014 NEMO(TST6049) Criticality 4S-PLYG-18-001.10.18 10/03/2018 ERD(TST6049) FM 4470/4474 SC6160.11J4 11/1012014 NEMO(TST6049) ASTM D4897 4S-PLYG-18-002.11.18-2 11/16/2018 ERD(TST6049) Physicals P45440SC.03.15-2 03/31/2015 NEMO(TST6049) ASTM D6164 4S-PLYG-18-002.11.28-3 11/28/2018 ERD(TST6049) Physicals SC5170.05.15 05/08/2015 NEMO(TST6049) FM 4474 4L-PLYG-18-003.11.18 11/28/2018 ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 NEMO(TST6049) FM 4474 4L-PLYG-18-003.01.19 01/11/2019 ERD(TST6049) Physicals SC5170.12.15 12/29/2015 NEMO(7576049) ASTM D6163 4S-PLYG.18-002.01.19-A 01/24/2019 ERD(TST6049) FM 4470/4474 SC945S.15 04/01/2016 NEMO(TST6049) ASTM D6162 4S-PLYG-18-002.01.19-0 01/25/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05,16-1 05/17/2016 NEMO(TST6049) FM 4474 4L-PLYG-18-003.04,19-A 04/08/2019 ERD(TST6049) FM 4470/4474 PLYG-SC8905.05.16-2 05/17/2016 NEMO(TST6049) ASTM D6222 4S-PLYG.18-002.05.19-C 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SCI0815.07.16-RI 09/23/2016 NEMO(TST6049) ASTM D6222 4$-PLYG-18-002.05.19-D 05/20/2019 ERD(TST6049) UL 1897 PLYG-SC12025.10.16 10/12/2016 NEMO(TST6049) ASTM D6163 4S-PLYG-18-002.05.19-H 05/20/2019 ERD(TST6049) FM 4470/4474 PLYG-SC11475.16 11/17/2016 NEMC,(TST6049) ASTM D6164 4S-PLYG-18-002.05.19-N 05/31/7019 ERD(TST6049) FM 4470/4474 PLYG-SC13235.01.17 01/17/2017 NEMO(7576049) Criticality 45-PLYG-18-001.06.19.A 07/17/2019 ERD(TST6049) FM 4470/4474 PLYG-SC13920.05.17 05/30/2017 NEMO(TST6049) ASTM D6164 4S-PLYG-18-002.09.19-1 09/05/2019 ERD(TST11294) FM 4470/4474 PLYG-CTL13945.05.17-1 05/30/2017 NEMO(TST6049) ASTM D6264 4S-PLYG-18-002.09.19-1 09/06/2019 ERD(TST11294) FM 4470/4474 PLY&CT1.13945.0S.17-3 05/30/2017 PRI(TST5878) Physicals PUSA-062-02-01 12/04/2007 ERD(TSTGG49) FM 4470/4474 PLYG-SC13945.05.17 05/30/2017 PRI(TST5878) Physicals PUSA-061-02-02 01/28/2008 ERD(TST6049) FM 4470/4474 PLYG-SCIS760.09.17 09/11/2017 PRI(TST5878) Physicals PUSA-064-02-02 02/27/2008 FM(TST1867) FM 4470 2V47A7.AM 08/04/1994 PRI(TST5878) Physicals PUSA-062-02-02 12/04/2008 FM(TST1867) FM 4470 003A3.AM 04/04/1997 PRI(TST5878) TAS 114 PUSA-188-02-01 02/08/2017 FM(TST1867) FM 4470 2DCA0.AM 12/23/1998 PRI(TST5878) TAS 114 PUSA-188-02-02 02/08/2017 FM(TST1867) FM 4470 2D5A9.AM 06/22/1999. PRI(TSTS878) TAS 114 PUSA-188-02-03 02/08/2017 FM(TST1867) FM 4470 3006646 01/04/2000 PRI(TST5878) TAS 114 PUSA-202-02-01 05/17/2017 FM(TST1867) I'M 4470 3001334 01/25/2000 PRI(TSTS878) TAS 114 PUSA-202-02-02 05/17/2017 NEMO ETC,LLC Evaluation Report P9290.02.08-R24 Certificate of Authorization#32455 6TH EDITION(2017)FBC NON-HVHZ EVALUATION FL16S4-R26 Polyglass Modified Bitumen Roof Systems;(954)233-1330 Revision 24:10/14/2019 Page 2 of 5 MEMO I etc. Enti Exam Reference Date Enti Exam Reference Date FM(TST1867) FM 4470 3001334 02/15/2000 M-D(CER1592) HVHZ Various NOAs Various FM(TST1867) FM 4470 3000857 01/12/2000 M-1)(CER1592) Prop.for Rev. 10-0823 10/12/2010 FM(TST1867) FM 4470 3004091 01/12/2000 UL(QUA9625) Quality Control Service Confirm 09/13/2018 PRODucT.DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use herein. The following Polyglass membranes make up the subject systems. TABLE 1;ROLL-GOODS FOR P,OLYGLASS-MODIFIED BITUMEN ROOF SYSTEMS ISO Type Product Specification Reference Grade Type Elastovent ASTM D4897 N/A N/A Polyglass G2 Base ASTM D4601 N/A II Base Sheet/Base Ply Polyflex SA Base ASTM D4601 N/A II a ASTM D4601 N/A II ASTM D6163,Table 2 S I Polyglass Base ASTM D6509 N/A N/A Elastoshield HT ASTM D6162 S III Elastoshield HT G ASTM D6162 G III Elastoshield HT G FR ASTM D6162 G III Elastobase ASTM D6163 S I Elastoflex V ASTM D6163 S I Elastoflex SA V ASTM D6163 S I Elastoflex SA V FR ASTM D6163 S I Elastoflex SA V Plus ASTM D6163 S I Elastoflex SA V Plus FR ASTM D6163 S I Elastobase P ASTM D6164 S I Elastoflex SA Base HD ASTM D6164 S I SBS Membranes Elastoflex S6 ASTM D6164 S I Elastoflex S6 HP ASTM D6164 S II Elastoflex V G ASTM D6163 G I Elastoflex V G FR ASTM D6163 G I Elastoflex S6 G ASTM D6164 G I Elastoflex S6 G FR ASTM D6164 G I Polyfresko G SBS ASTM D6164 G I Polyfresko G SBS FR ASTM D6164 G I Elastoshield TS G ASTM D6164 G I Elastoshield TS G FR ASTM D6164 G I Elastoflex SA P ASTM D6164 G I Elastoflex SA P FR ASTM D6164 G I Polyreflect ASTM D6164 S I r NEMO ETC,LLC Evaluation Report P9290.02.08-1124 Certificate of Authorization#32455 6'"EDITION(2017)FBC NON-HVHZ EVALUATION FL1654-1126 Polyglass Modified Bitumen Roof Systems;(954)233.1330 Revision 24:10/14/2019 Page 3 of 5 NMEMO I etc. TABLE DECK APPLICATION KA-IBoncled DESCRIPTION PAGE 1A Wood New or Reroof(Tear-Off) Insulation,Bonded Roof Cover 5 1B Wood New or Reroof(Tear-Off) ech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 5-10 1C Wood New,Reroof(Tear-Off)or Recover ech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 11-12 1D Wood New,Reroof(Tear-Off)or Recover ech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 13 1E Wood New,Reroof(Tear-Off)or Recover ech.Attached Insulation,Bonded Roof Cover 13-16 1F Wood New,Reroof(Tear-Off)or Recover D Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 17-20 1G Wood New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet(nails),Bonded Roof Cover 21-25 1 Wood New,Rero Recover E ulateclMech.Attached Base Sheet(screws&plates),Bonded Roof Cover 26-32 11 Wood `' New or Reroof fTear-Off : F -nsulated,Bonded Roof Cove 33 2A Steel or Structural concrete New, eroo ear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 34-36 2B Steel or Structural concrete New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 37-43 2C Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-1 Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 44-45 2D Steel or Structural concrete New,Reroof(Tear-Off)or Recover D-2 Insulated,Mech.Attached Velociflex,Bonded Roof Cover 46-47 3A Structural concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 48-58 3B Structural concrete New or Reroof(Tear-Off) F Non-Insulated,Bonded Roof Cover 58 4A Lightweight concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 59-62 4B Lightweight concrete New or Reroof(Tear-Off) A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 63 4C Lightweight concrete New or Reroof(Tear-Off) E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 64-68 5A Cementitious wood fiber New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 89 5B Cementitious wood fiber Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 70-71 5C Cementitious wood fiber Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover 72 51) Cementitious wood fiber Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 72 5E Cementitious wood fiber Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 72 6A Existing gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover 73-75 6B Existing gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 76 6C Existing gypsum Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 76 6D Existing gypsum Reroof(Tear-Off)or Recover E I Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 76 7A Various Recover A-1 Bonded Insulation,Bonded Roof Cover 77-81 78 Various Recover F Non-Insulated,Bonded Base Sheet,Bonded Roof Cover 81 The following notes apply to the systems outlined herein: 1. The roof system evaluation herein 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. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. Insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0.75-inch penetration. ➢Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturer's published installation instructions. NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization#32455 6W EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 1 of 81 / � ONEMO TABLE 1(CONTINUED):Roti.-Golow FOR POLYGLASS M6DIFIED BITUMEN RoOF SYSTEMS Type Product Specification Reference Grade Type ASTM D6222 S (Polyflex ASTM D6222 G APP Membranes Polybond ASTM D6222 S I 5.1 This is a building code evaluation. Neither NEIVIO ETC,LLC n;r Robert Nieminen,P.E.are,in any way,the D75i-9ner 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. � GJ This Evaluation Report isnot for use inFBCH0HZjurisdictions. � 5.3 Refer to a current Approved Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from the building interior in accordance with FBC 26D3'4unless the exceptions stated inFgC 26Q3.4.iand 2G03-6apply. 5.5 The roof system evaluation herein pertains tnabove-deck roof components. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the Authority Having Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be examined in accordance with FBC 1S11. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC Chapter 16. Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods aneA08I/SPRI VVDI, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117and Roofing Application Standard RAS 137. Assemblies marked with anasterisk* 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. 5.8 For assemblies with all components fully bonded in place,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16. Nnrational analysis is permitted for these systems. 5.9 For mechanically attached insulation or membrane over existing roof decks,fasteners shall be tested in the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility with the adhesive to be installed. |fany surface conditions exist that bring system performance into question,field uplift testing in accordance with ANSI/SPRI IA-1, ASTI0E907,FIVI Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124 shall be conducted on ' mock-ups ofthe proposed new roof assembly. mEMoETC,LLC Evaluation Report py2youzou*z* Certificate ofA,momom*x32ma 6 T"EDITION(zozr)rocmom'*v*zEVALUATION Fuoso'xzs no|myussModified Bitumen Roof Systems;(9s4)zas'13yu Revision 24:10/14/2019 ' Page*ms fOINIEM01 etc. 5.11 For bonded insulation nrmembrane overexisUngsubstrates|narecoverinstaUation the existing roof system shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ASTM E907, BN Loss Prevention Data Sheet 1-52orTesting Application Standard TAS 124. 5.12 Metal edge attachment (except gutten), shall be designed and installed for wind loads in accordance with F8C Chapter 16 and tested for resistance in accordance with ANSI/SPRI ES-1 or Roofing Application Standard RAS 111, except the basic wind speed shall 6edetermined from FBCFigure 1G09.3(1),1609.3(2)mr1609.3(3). 5.13 All products in the roof assembly shall have quality assurance in accordance with FAC Rule 61G20'3. For non' Po|y0|asscompnnents|iste6vvithinwin6up8ftcate6assem6UesinAppen6ix1, nefertntkePvuJuctApprova/ofthe component manufacturer. 6. INSTALLATION: 6.1 ,="a'~s~ ~'~~'^~~ B^^~^'e^ '^-- Systems— shall— be installed-- 'in --accordance with Polyglass USA, Inc. publishe installation instructions,subject to the Limitations/Conditions of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate | passing pressure divided by2 (the 2tn1margin ufsafety per FBC IS04.9has already been app|ied). Refer toFBC / 1609for determination ofdesign wind loads. 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. Contact the noted'QA agency for information on product locations covered for F.A.C.Rule 61G20-3 Q requirements 119. QUALITY Assu RANCE UL LLC—QUA9625;(314)578-3406,k.chancellor@us.ul.com -THE 81'PAGESTHAT FOLLOW FORM PART OFTHIS EVALUATION REPORT' �*��������� mcmosn�uc Certificate v/Authorization x32*55 oT"EDITION(2mo)FSC muw'xvxzEVALUATION Fu654-n2 ro/vuus,Mmumeuauumennmovsystwmy;(9S4)233-1330 Revision»4:z0/14/zozs Page s"xs \ U(4 NEMA etc. iii iECKS—NEW CONSTRUCTION.'REROOF • SYSTEM TYPE F:NON-INSULATED,BONDED ROOF CO VER System peck(Note 1) Primer Roof Cover(Note 15) MDP(psf) No. Joint Treatment Base Ply Ply Cap Ply SELF-ADHERING BASE PLY: APA rated,7/16 OSB joints are covered with 4-inch wide strips of Elastoflex SA V,rolled into place to Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-206 CAT,0.418 in., None create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA 52'5 �M . ure 1 OSB SJ32-inch (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-207 Noe None SBS-SA TA,APP-TA TA,APP-TA90.0ood SBS- W-208 i (Optional)SBS-SA,SSS- SBS-SA,APP-SA,SBS- PG200 None SBS-SA 97.5 plywood TA,APP-TA TA,APP-TA Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -97.5 W-209 plywood place to create continuous bond. Elastoflex SA V FR TA,APP-TA TA,APP-TA Min,15/32-inch POLYBRITE 745 or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- W-210 plywood WB3000 None TA,APP-TA TA,APP-TA5135-5A -105.0 W-211 Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus,rolled into Elastoflex SA V Plus or (Optional)SBS-SA,SBS- SBS-SA,APP-SA,SBS- -135.0 plywood place to create continuous bond. Elastoflex SA V Plus FR TA,APP-TA TA,APP-TA HYBRID SYSTEMS WITNSELF-ADHERINGAPP.BASEPLY:� ' Min.15/32-inch APP-SA-H (Optional)APP TA APP-TA -90.0 W-212 plywood (Optional)PG100 None Min.15/32-Inch (Optional)PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Pius,rolled into APP-SA-H (Optional)APP-TA APP-TA -135.0 W-213 plywood place to create continuous bond. HYBRID SYSTEMS WITH SELF-ADHERING SBS BASE PLY. W-214 Min.15/32-inch None None SBS-SA-H (Optional)SBS-TA SBS-TA -90.0 plywood W-215 Min.15/32-inch PG100 None SBS-SA-H (Optional)SBS-TA SBS TA -97.5 plywood Min.15/32-inch (Optional)PG100 Plywood joints are covered with 4-inch,wide strips of Elastoflex SA V Plus,rolled into SBS-SA-H (Optional)SBS-TA SBS-TA W-216 plywood place to create continuous bond. 97.5 W-217 Min.15/32-inch POLYBRITE 745 or None SBS SA-H {Optional)SBS-TA SBS-TA -105.0 plywood WB3000 NEMO ETC,LLC Evaluation Report P9290.02.08-R24 for FL1654-R26 Certificate of Authorization#32455 ISM EDITION(2017)FBC NON-HVHZ EVALUATION Revision 24:10/14/2019 ©2018 NEMO ETC,LLC Polyglass Modified Bitumen Roof Systems;(954)233-1330 Appendix 1,Page 33 of 81