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HomeMy WebLinkAboutPRODUCT APPROVALFlorida Building CodeOnline, •,t• • 10 `Business;8t`�Protessi'onatlkRegulafion� � , r _ ����� •�����• �!� �.�' v2=.,JY '�aFa.�i �e t]�7 v �4 • ti::'F;. k s in"t��' a ± � � Data pout. geouroerpi peep 01v191oHs' cppigrT oePR bar crt Product Approval (�' g urea: ftbilt, user Product Approval Menu > Product or Apdiratipn Sea rc6 > Appli,,,Wri List > ADPllmdpn Derail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email FL11651-R3 Revision 2017 Approved 11 �rt1 Lady, - Gulf Coast Supply & Manufacturing, LLC. RECEIVED 4020 S. W. 449th Street Horseshoe Beach, FL 32648 (352) 498-0778 FEB 2 2 2018 info@g ulfcoastsupply.mm Ray Bowen ST. Lucie County, Permitting info@gulfcoastsupply.com David Eng ST. LLiC ' G'OIT�?'I'Y nL]IT P SIOP 14429 SW 2nd PI REVIEWED FOR COMP Ste G30 Newberry, FL 32669 NEVIERTM 13Y (352) 498-0778 DATE ?.W I OR NO WSPECTION MLL DE NUIE, Quality Assurance Representative David Eng Address/Phone/Email 14429 SW 2nd PI Ste G30 Newberry, FL 32669 (352) 498-0778 ' THESE PLANS AND ALL PROPOSED WORK david.eng@gulfceas[supplyam AAE SUBJECT TO ANY CORRECTIONS Category Roofing REOWREO BY FIELD INSPECTORS THAT Subcategory Metal Roofing BE NECESSARY I■N''ORDER 4 Compliance Method cMAY �T^O^ Cam. Evaluation Report from F�Drla� �� ft", 9 1�t.�9 OCOI a o i Florida Professional Engineer 0 Evaluation Report - Har AN"FASTENERS OR ATTACHMENTS ARE THE Florida Engineer or Architect Name who developed Daniel S. Kuhn RESPONSIBILITY OF THE the Evaluation Report Florida License PE-75519 �1HT�l�iOfl OF RECORD Quality Assurance Entity Keystone Certifications; Inc. —Quality Assurance Contract Expiration Dale-----04/t2/2024- Validated By Locke Bowden 7 Validation Checklist- Hardcopy Received Certificate of Independence FL11651 R3 COI Cert of independence 2017-10-09 odf Referenced Standard and Year (of Standard) Standard FM 4471 TAS 100 TAS 110 TAS 125 UL 1897 UL 580 Year 1992 1995 2000 2003 �IL� ? oPY JOB httDs:HfloridabuildinQ.ore/Dr/nr ann dtI.asnx?naram=wC:RVX0wtnooOFc5Kd/0.f1'r7eC..RU 7/5001 R Florida Building Code Online ". _ Page 2 of 5 C Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Go to Page F777] a Method 1 Option D 10/10/2017 10/12/2017 10/17/2017 12/12/2017 O 0 Page 1/200 FL # Model, Number or Name Description 11651.1 0.032' Aluminum SV Crimp Min 0.032' S V Crimp Aluminum Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 11 FL11651 I R3 Metal Roof Panel Detail - sumed.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-108.SPSF Created by Independent Third Party: Yes Other: -108.5 psf @ 12" o.c. Install per manufacturers Evaluation Reports details. Not for use in HVHZ Zones. FL11651 R3 AE FL11651 I R3 0325vCrimp 1 32Plvwood NonHVHZ-sicned.udf Created by Independent Third Party: Yes 11651.2 0.032' Aluminum Gulf Lok Min 0.032" Aluminum Gulf Lok 16" Wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: No FL11651 R3 II FL11651 2 R3 Metal Roof Panel Detail - sicned.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-1I6.OPSF Created by Independent Third Party: Yes Other: -52.5 psf @ 5 3116" o.c. fastener spacing. -116.0 Evaluation Reports psf @ 5 3/16' o.c. fastener spacing. Install per FL11651 R3 AE FL11651 2 R3 032Gulfl-ok 16 15- 32Plywood NonHVHZ-sianed.odf manufacturers details. Not for use in HVHZ Zones. Created by Independent Third Party: Yes 11651.3 1' 24ga. Gulf Snap 1' Gulf Snap 24 Ga. 17" wide Roof Panel over 15/32" Plywood Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 fi FL11651 3 R3 Metal Roof Panel Detail - siuned.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/--131.0PS Created by Independent Third Party: Yes Other: -67.3 psf @ 24" o.c. dip spacing. -131 psf @ 6' o.c. Evaluation Reports clip spacing. Install per manufacturers details. For use in FL11651 R3 AE FL11651 3 R3 I 24Gulf5nao 17 15- 32Plvwood HVHZ-sianed.odf HVHZ Zones. Created by Independent Third Parry: Yes 11651.4 1" 24ga. VersaLoc 1° VersaLoc 24ga 16.5° Wide Roof Panel over I5/32" Plywood Limits of Use Installation Instructions ----- Approved for use in HVHZ: Yes FL11651 R3 11 FL11651 4 R3 Metal Roof Panel Detail - sianed.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-138.SPSF Created by Independent Third Party: Yes Other: -71 psf @ 24" o.c. dip spacing. -138.5 psf @ 6" o.c. Evaluation Reports dip spacing. Install per manufacturers details. For use In FL11651 R3 AE FL11651 4 R3 24VersaLoc SR 16.5 JS- 32Plvwood HVHZ-sioned.odf HVHZ Zones. Created by Independent Third Party: Yes 11651.5 1" VersaLoc .032" Aluminum 1' VersaLoc min .032' Aluminum over 15/32" Plywood .Limits of Use Installation Instructions Approved for use in HVHZ: Yes FL11651 R3 II FL11651 5 R3 Metal Roof Panel Detail - sianed.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Dan Kuhn, P.E. 75519 Design Pressure: +N/A/-101.OPSF Created by Independent Third Party: Yes https://floridabuildinR.org/vr/ur anD dtl.asDX?Daram=wGEVXOwtDasOFc5K%2fFrZeC;S14... 2/5/201 R FLORIDA PRODUCT APPROVAL 00FPANEL',OVER 1 132 PLY PRODUCT EVALUATION REPORT 4 n b ', KUHN ENGINEERING; L'LC 1200 GLINT MORE RD SCIITE 9 BOCA RATON FL 334g,,J-iFL C6- 4 464 � tam _ZEAPB _ Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Product Description: Gulfl-okTM, 7/•" Nailstrip Roof Panel, Minimum 0.028" Aluminum, Maximum 16" Coverage, Roof panel restrained with fasteners into minimum 'shz" plywood decking. Non Structural application. Panel Material/Standards: Material: Minimum 0.028" Aluminum 3105 H-24 conforming to.Florida Building Code 2017 Section 1507.4.3. Paint Finish Optional Corrosion Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3. Panel Dimension(s): Thickness: 0.028" Minimum Width: 16" Coverage Maximum Female Rib: 7/e"Tall Male Rib: 3/4" Tall Rib with Slotted Strip Panel Seam: Snap Lock Panel Seam Sealant: Panel Fastener: Substrate Description: Design Uplift Pressures: FL# 11651.2 R3 • OCTOBER 5. 2017 Titebond Weathermaster Metal Roof Sealant apply %4"-5/•" diameter continuous bead on the male rib for Assembly B only. Through Panel Slot: (1) #10-12xl" Pancake Type A 1/4" Minimum Penetration through Plywood. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6, 1507.4.4 Minimum lY32" thick, APA Rated plywood over supports at maximum 24" O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017. Table [" (jam • • • � � let Code Compliance: The product described herein has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2. Evaluation Report Scope: The product evaluation is limited to compliance with the structural wind load requirements of the Florida Building Code 2017, as relates to Rule 61 G20-3. Performance Standards: The product described herein has demonstrated compliance with: • UL 580-06 - Test for Uplift Resistance of Roof Assemblies • UL 1897-12 - Uplift Test for Roof Covering Systems. Reference Data: 1. UL 580-94 / 1897-98 Uplift Test Force Engineering & Testing, Inc. (FBC Organization # TST-5328) Report No. 117-0337T-10 Dated 03/07/2011 2. Certificate of Independence By Dan Kuhn, RL (FL# 75519) @ Kuhn Engineering, LLC (FBC Organization # ANE ID: 10743) Test Standard Equivalence: 1. The UL 580-94 test standard is equivalent to the UL 580-06 test standard. 2. The UL 1897-98 test standard is equivalent to the UL 1897-12 test standard. Quality Assurance Entity: The manufacturer has established compliance of roof panel products in accordance with the Florida Building Code and Rule 61 G20-3.005(3) for manufacturing under a quality assurance program audited by an approved quality assurance entity. Minimum Slope Range: Minimum Slope shall comply with Florida Building Code 2017, including Section 1507.4.2 and in accordance with Manufacturers recommendations. Installation: Install per Manufacturer's recommended details. Underlayment: Shall comply with Florida Building Code 2017 section 1507.1.1. Roof Panel Fire Classification: Fire classification is not part of this acceptance. Shear Diaphragm: Shear Diaphragm values are outside the scope of this report. FLN 11651.2 R3 • OCTOBER 5. 2017 ■ FLORIDA PRODUCT APPROVAL R-.,0OFy�PANELq�OVER 15/32;' PLYW( SAS r#J•N�Y+.�.i�•' x �� '... PRODUCT EVALUATION REPORT LJ Y3}�„,$M} �c4 s? ry :.'F h�4Y'a�{e�•'. `: ENGINEER LOAD TABLE: 0.032" Aluminum GulfLokT"' 16" Wide Roof Panel over 15/32" Plywood ins 120 130 140 150 160 170 180 WIIND FASTENER SUBSTRATE SPEED (MIN. do Penetration) (MIN. 15132") ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER ON CENTER SPACING SPACING SPACING SPACING SPACING SPACING SPACING 1:0-'F2 7 � O'OD se 1. se y e 6 As a I A a As e A e ZONE 2 N10-12x1" PLYWOODXAssembly A Assembly A Assembly A Assembly A Assembly B Assembly B Assembly e -� 9 'X " YV➢;OOD se y sem e b B e se B m sem 1.) PANEL DESCRIPTION: GULFLOKTM, MIN. 0.028" ALUMINUM, 7/8" RIB, 16" MAXIMUM COVERAGE, SNAP SEAM. 2.) PANEL FASTENER: THROUGH PANEL SLOT: (1) 910-12X1 "PANCAKE TYPE A, V4" MIN. PENETRATION THROUGH PLYWOOD. 3.) MAXIMUM ALLOWABLE PANEL UPLIFT PRESSURE: ASSEMBLY A: 52.5 PSF PANEL FASTENERS AT 5Ye" O.C.; ASSEMBLY B:116.0 PSF PANEL FASTENERS AT 5Ye" O.C. WITH'/4"-166" DIAMETER CONTINUOUS BEAD OF TITEBOND WEATHERMASTER METAL ROOF SEALANT ON THE MALE RIB. PRESSURE BASED ON UL 580/UL 1897 TESTING BY FORCE ENGINEERING & TESTING. 4.) PLYWOOD DECKING: MIN.'%2" THICK, APA RATED PLYWOOD, GRADE C-D. MUST BE DESIGNED IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017. 1 5.) LOAD TABLE BASED ON WIND PRESSURES CALCULATED PER ASCE 7-10 (KD = 0.85) MULTIPLIED BY 0.6 PER FLORIDA BUILDING CODE2017. ZONE 3, j ----------- .-RIDGE / ZONE 1 Note: Dimension (a) is defined as 10 % of the minimum width of the building or 40% of the mean height of the roof, whichever is smaller, however, (a) cannot be —Ya less than either 4% of the minimum width of the building or 3 feet ASSEMBLY A ZONE GAME ROOF 111 =1a /-RIDGE i d -t--------- —.----------- ZONE1 KIIII l 16" COVERAG (1) #10-12 X 1' TYPE A PANCAKE SPACING: SEE UPLIFFTABLE - � -- - -- - ASSEMBLY`B- /4"-5/16" DIAMETER BEAD OF TITEBOND SEALANT f (1) #10-12 X 1' TYPE A PANCAKE SPACING: SEE UPLIFT TABLE METAL ROOF PANEL DETAIL METAL ROOF PANEL DETAIL w � ms KUHN'ENGI�'EERINGT,LC41200CLII TM©ORFAb SUITE 9 BOCA RANON ♦i � �� �.i .A�r A•1.. �'�'K". ,�. a .'N .Yi ,�.• �" y�:y Florida Building Code Online Page 1 of 2 bpr a .. 11141 Ww�t.i � xs!lt Ifir i�.U.. 56.1 1 1I.YUT' 1�{�^ oBVn bOYEI RBOIn.'00M1 h0P0. oiYlll4NrI CONTACTo0P0. p) Product Approval q USER: Pabst User Product ADVWIyAl Men > PmdUd or AnolKdllan 5earcb> Annlica0nn List> AppliesUen Derail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Florida Engineer or Architect Name who developed the Evaluation Report Florida License Quality Assurance Entity Quality Assurance Contract Expiration Date Validated By FL5259-R27 Revision 2017 Approved G ST. LUC£E COUNTv nU' DEW SION POLYGLASS USA REVIEWED FOR COWL 1111 W. Newport Center Drive R—kVIEWE B Deerfield Beach, FL 33442 DATE (954)233-1378 Ext 242 pLANS;D E alender@polyglass.com PLANSASPECi1MT MUSTBE KEPT ONJO. WXL BE M"E. Arlel Lender ' alender@polyglass. mm Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.com Adel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALend er@polyglass.mm FEB 2 2 2018 I-- -----^:Permitting Roofing THESE PLANS AND ALL PROPOSED WORK Underlayments ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT Evaluation Report from a Florida R lt y�r� r �Jc s Florida Professional Engineer �Uni�rtypWIRI IAAY I� ORDER TO 4 Evaluation Report - Hardcopy'�7'l11 NO "MAJOADIAWDEJ, J Robert Nieminen MM FASTENERS OR ATTACHMENTS PE-59166 ARE THE RESPONSISIUNOF THE UL LLC C019RACTOR OF WORD 10/05/2018 John W. Knezevich, PE -- - -- ---- - - - �✓, Validation Checklist - Hardcopy Received - - Certificate of Independence FL5259 R27 COT 2017 01 COI Niem'nen ndf Referenced Standard and Year (of Standard) Standard year ASTM D1970 2015 ASTM D226 2009 ASTM D6164 2011 ASTM D6222 2011 FM 4474 2011 FRSA/TRI April 2012 2012 TAS 103 1995 TAS 110 F1 t00c 0 P Y https://floridabuilding.org/pr/pr_app_dtl.aspx?param=wGF-VXQwtDgvbSgAaZp3 Crk2vS`/o... 2/6/2018 r 0 Florida Building Code Online Page 2 of 2 UL 1897 Equivalence of Product Standards Certified By Sections from the Cade Product Approval Method Method 1 Option D Date Submitted 09/14/2017 Date Validated 09/15/2017 Date Pending FBC Approval 09/18/2017 Date Approved 12/12/2017 Date Revised 01/24/2018 Summary of Products 2012 FL # Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Undedayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL5259 R27 II 2017 09 FINAL ER POL—YrLASS UNDER YM NT FL 5 R27.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design. Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure In this Evaluation Reports application relates to one particular FL5259 R27 AE 2017 09 FINAL ER POLYGLASS UNDERLAYMENTS FL5259- R27.odr underlayment system (over concrete deck) for use under foam -an tie systems Created by Independent Third Party: Yes (where the underlayment forms part of the load -path). Refer to ER Section 5.6.4 for other systems, other deck types and associated maximum design pressures. 2.) Refer to ER Section 5 for other limits of use. comenctUs:: 2601 51W, store Read. TiillIlu«sim w 323W phone, 950-497-1e24 The state of nodda k an WEED employe, eeevdeht 2007-2013 State of FlOrhm.:: Pdvea Statement:: Accessibility statement :: Refund Statement Under Florida law, email addresses am public mouNS. If you do not want yew e-mail address mosided In response W a publlCleWN$ request, do not send eleRmnlc mall to Nis entity. Instead, contact the office by phone or by traditional mall. If Wv have any questions, please contact 850.487.1395. •Pursuant to Section 455.275(1), Fiorito Statutes, eBeGNe October 1, 2012, licensees licensed under Chapter 455, F.S. must pmvWe the Department with an emall address If they have one.Ile emalls provided may be used for official communication with the licensee However email addresses are public mcoN. If you de not wish to supply a personal address, please provide the Department with an arrmll address which can be made available to the public To determine If you are a Ilmnsee under Chapter 455, F.S., please cllek here Product Approval Accephi F 12 Credit Card Safe https://floridabuilding.org/pr/pr_app_ tl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk2vS%... 2/6/2018 rTRINITY ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, L-C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 (203)262-9245 Polyglass USA, Inc. Evaluation Report P12060.02.09-R23 150 Lyon Drive FI5259-1127 Fernley, NV 98408 Date of Issuance: 02/24/2009 (570)384-1230 Revision 23:09/14/2017 SCOPE: This Evaluation Report is issued under Rule 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 6di Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: Polyglass Roof Underlayments LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity(ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "TrinitylERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59166, Florida DCA ANE1983 The farslmlle seal appearing was authorized by Robert Nleminen, P.E. on 09/14/2017. This does not serve as an electronically signed document. CERTIFICATION OF INDEPENDENCE: 1. Trinity(ERD 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. Trinity( ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have norwill 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, norwlll acquire, afinancial interest in -any -other entityinvolved in the approval process of -the - product. 5. This is a building code evaluation. Neither Trinity( ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof; is/was used for permitting or design -guidance -unless retained specifically for that purpose. ' I TRINITY ERD 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 5th Edition (2014) Florida Building Code through testing in accordance with the fallowing Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2011 1504.3.1 Wind Uplift UL 1897 2012 1507.2.3 / 1507.1.1 Physical Properties ASTM D226 2009 1507.2.4 / 1507.1.1, 1507.2.9.2 Physical Properties ASTM D1970 2015 1507.3.3 Physical Properties FRSA/TRI April 2012 2012 1507.11.2 Physical Properties ASTM D6164 2011 1507.11.2 Physical Properties ASTM D6222 2011 1523.6.5.2.1 Physical Properties TAS 103 1995 TAS 110 Accelerated Weathering TAS 110 2000 3. REFERENCES: EnUbt FM Approvals (TST 1867) PRI (TST 5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST 5878) PRI (TST 5878) PRI (TST 5878) PRI (TST5878) PRI (TST 5878) PRI (TST 5878) PRI (TST5878) PRI (TST5878) PRI (TST5878) PRI (TST 5878) MTI (TST 2508) MTI (TST 2508) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) -- - -- - ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) Exterior Research and Design, U.C. Certificate of Authorization N9503 Examination Reference Date Wind Uplift 3004091 01/12/2000 Physical Properties PRIO1111 04/08/2002 Physical Properties PUSA-005-02-01 01/31/2002 Physical Properties PUSA-013-02-01 12/23/2002 Physical Properties PUSA-013-02-02 12/23/2002 Physical Properties PUSA-013-02-03 12/23/2002 Physical Properties PUSA-018-02-01 07/14/2003 Physical Properties PUSA-028-02-01 07/13/2005 Physical Properties PUSA-033-02-01 01/12/2006 Physical Properties PUSA-035-02-01 09/29/2006 Physical Properties PUSA-055-02-02 12/10/2007 Physical Properties PUSA-061.02-02 01/28/2008 Physical Properties PUSA-076-02-01 02/22/2008 Physical Properties PUSA-083-02-01 04/14/2008 Physical Properties PUSA-088-02-01 07/29/2009 Physical Properties 1X20H7A 04101/2008 Physical Properties RX14E8A 01/29/2009 Physical Properties 11752.09.99-1 02/08/2000 Wind Uplift 11757.08.01-1 08/13/2001 Wind Uplift 11776.06.02 01/16/2003 Physical Properties 02200.07.03 07/14/2003 Wind Uplift P1740.01.07 01/04/2007 Physical Properties P5110.04.07-1 04/11/2007 - -- Wind Uplift - - - — - P9260.03.08 - - - -- --.---.-03/21/20D8 Physical Properties P13450.08.09 08/13/2009 Wind Uplift P30540.11.09-R1 11/30/2009 Physical Properties P11030.11.09-1 11/30/2009 Wind Uplift P11030.11.09-2 11/30/2009 Physical Properties P11030.11.09-3 11/30/2009 Physical Properties P33360.06.10 06/25/2010 Physical Properties P33370.03.11 03/02/2011 Physical Properties P33370.04.11 04/26/2011 Physical Properties P37300.10.11 10/19/2011 67" EDITION (20171 FBC NON-HVHZ EVALUATION Polyglass Roof Underlayments; (570) 394-1230 Evaluation Report P32060.02.09-R23 FL5259-R27 Revision 23: 09/14/2017 Page 2 of 14 Enti ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ICC-ES (EVL 23961 Miami -Dade (CER 1592) Polyglass USA Polyglass USA Polyglass USA UL, LLC. (QUA9625) 4. Roma DESCRIPTION: Examination Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Wind Uplift Wind Uplift Wind Uplift Wind Uplift Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind Uplift Physical Properties Physical Properties Physical Properties I8C Compliance HVHZ Compliance Manufacturing Affidavit P/LAffidavit Materials Affidavit Quality Control Reference P40390.08.12-1 P40390.08.12-2 C41420.09.12-3 P39680.03.13 P45370.04.13 P1738.02.07-R2 11757.04.01-1-R1 P41630.08.13 P11751.05.03-R1 P11781.11.03-R1 P45270.05.14 6020.07.14-1 6020.09.14-2 6020.09.14-3 6020.09.14-4 6020.09.14-5 6020.09.14-6 P46520.10.14 P44360.10.14 P43290.10.14 PLYG-SC7550.03.15 P40390.04.15 PLYG-SC8080.05.15-1 PLYG-SC8905.05.16-1 PLYG-SC8080.07.16 PLYG-SC12025.10.16 PLYG-SC13040.12.16 PLYG-SC11900.03.17 PLYG-SC12115.08.17 ESR-1697 NOA 14-0717.08 Products Current Mule -Hide Cross Ltg Polystick SA Compound Service Confirmation V I KINI'jY I ERD Date 08/06/2012 08/07/2012 09/11/2012 03/04/2013 04/26/2013 04/29/2013 04/30/2013 08/06/2013 11/26/2013 11/26/2013 05/12/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 09/08/2014 10/03/2014 10/07/2014 10/17/2014 03/24/2015 04/03/2015 05/20/2015 05/17/2016 07/16/2016 10/12/2016 12/27/2016 03/10/2017 08/08/2017 11/01/2014 01/22/2015 02/18/2009 03/01/2008 08/18/2011 Exp.10/05/2018 4.1 Mechanically Fastened Underlayments: _ 4.1.1 Elastobase is a fiberglass reinforced, SBS modified bitumen base sheet. 4.1.2 Elastobase P is a polyester -reinforced, SBS modified bitumen base sheet. 4.1.3 Polyglass G2 Base is a fiberglass -reinforced, asphaltic base sheet 4.1.4 Polyglass APP Base is a fiberglass -reinforced, APP modified bitumen base sheet. 4.2 Self -Adhering Underlayments: _ - 42.1 Polystick •MTSis a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. 4.2.2 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. 4.2.3 Polystick TU Plus is a nominal 80-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23 Certificate of Authorization#9503 ex EDITION(2017) FEIC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/1412017 Page 3 of 14 �I I KINITY ERD 4.2.4 Polystick TU P is a nominal 130-mil thick rubberized asphalt waterproofing membrane, glass-fiber/polyester reinforced, with a granular surface; meets ASTM D1970 and TAS 103. 4.2.5 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing membrane with a 190 g/m2 polyester fabricsurface; meets ASTM D1970 and TAS 103. 4.2.6 Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR) are polyester reinforced, APP modified bitumen cap sheets; meet FRSA/TRI April 2012. 4.2.7 Polystick Dual Prom is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970. 4.2.8 Polystick Tile Pro`"' is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.9 Polystick MU-X is a nominal 54-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets AC188 and physical requirements of ASTM D1970 (See Section 5.8). 4.3 .Mechanically Fastened and/or'Bonde&!Jnderlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of a sand -surfaced SBS modified bitumen back -side and granule -surfaced APP modified bitumen top -side. Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or Hot Asphalt applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. 4.3.2 Elastoflex S6 G and Elastoflex S6 G FR are polyester reinforced, SBS modified bitumen cap sheets; meet ASTM D6164. Elastoflex S6 G and Elastoflex S6 G FR are for use as an alternate to "Mineral Surface Roll Roofing" (ASTM 06380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Elastoflex S6 G FR is for use as an alternate to Hot Asphalt applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 4.3.3 Polyflex G and Polyflex G FR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. Polyflex G is for use as an alternate to Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. Polyflex G FR is for use as an alternate to Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. S. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinitylERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. -- - - 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where theproductis 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. Exterior Research and Design. I.I.C. Evaluation Report P32060.02.09-R23 certificate ofAuthaNaotion A9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass Roof Underlayments; (5701384-1230 Revision 23: 09/14/2017 Page 4 of 14 �l I KINITY I ERD 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS. - _- Underlayment Asphalt Shingles Nail -On Tile Foam -On Tile Metal Wood Shakes &Shingles Slate Elastobase Yes Yes (Base sheet in 2-ply system) Yes tBase sheeting-plysyAem) Yes Yes Yes Elastobase P Yes Yes (Base Sheet In 2-pN system) Yes (Base sheet In 2-ply system) Yes Yes Yes Palyglass G2 Base No Yes (Base Sheet in 2.p1y system) Yes (Base Sheet In 2-ply system) No No No Palyglass APP Rase No (Base Sheet Ine2-plV wftem) IBasa Sheet let -ply system) No No No Polystick MTS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TUP Yes Yes Yes (See 5.5.1) No Yes Yes Paiystirk TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes No No Yes Yes Yes Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X yes No No Yes Yes Yes Elastoflex S6IS Yes Yes Yes (See 5.5.11 No Yes Yes Elastoflex 56 G.FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 55.11 No Yes Yes Polyflex G Yes Yes Yes (See 5.5.1) No Yes Yes Polyflex G FR Yes Yes No No Yes Yes Polyflex SAP or SAP FR Yes Yes Yes (See 55.1) No Yes Yes Mule-HIde SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Yes yes Yes (See 55.1) No Yes Yes 5.5.1 "Foam -On Tile" is limited to use of the following Approved the adhesives / underlayment combinations. TABLE IA: ALLOWABLE TILE ADHESIVE / UNDERULYMENT COMBINATIONst Adhesive Florida Product Underlayments Approval DAP Foam Touch'n Seal StormBond Roof Tile Adhesive FU4506 Polystick TU Plus, Polystick TU Max Dow TileBond— FL22525 Polystick TU P, Polystick TU Plus, Polyflex SAP or Tile Pro Polystick TU P, Polystick T U Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® AH-160 FL6332 Elastoflex G TU, Elastoflex 56 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polystick TU P, Polystick TU Plus, Polystick TU Max, Polystick Tile Pro, ICP Adhesives Polyset® RTA-1 FL6276 Elastoflex G TU, Elastoflex 56 G, PolVflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) Polyglass PolyLok Roof Tile Adhesive FL17855 Polystick TU Plus or Polystick TU Max t Refer to Tile Manufacturers orAdheslve Manufacturers Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design, I.I.C. Evaluation Report P32060.02.09-1123 Cert/ficote ofAuthorizotion 09503 6e1 EOITI0N(2017)FBC NON-HVH2 EVA LUATION FL5259-R27 Polyglass Roof Underlaymants; (570) 384-1230 Revision 23: 0911412017 Page 5 of 14 �i I KINITY I ERD 5.6 Allowable Substrates: 5.6.1 Direct -Bond to Deck: Polystick (all variations), Dual Pro, Tile Pro, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: D New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete. 5.6.2 Bond -to -Insulation: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) self -adhered to: ➢ ASTM C1289, Type II, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex G TU, Elastoflex S6 G or Elastoflex 56 G FR In hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or Polyflex G FR torch -applied to: ➢ ASTM D41 primed structural concrete; Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. For installation under mechanically attached prepared roof coverings, insulation shall be attached per minimum requirements of the prepared roof covering manufacturer's Product Approval. For installations under foam -on tile systems, insulation attachment shall be designed by a qualified design professional and installed based on testing of the insulation/underlayment system in accordance with FBC Section 1504.3.1. 5.6.3 Bond to Mechanically Attached Base Laver: Polystick (all variations), Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) Dual Pro or Tile Pro self -adhered to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D226, Type I or II felt; Elastobase; Elastobase P, Mule -Hide Nail.Base or Polyglass G2 Base. Polyflex G or Polyflex G FR torch -applied to: ➢ Elastobase; Elastobase P, Mule -Hide Nail Base, Polyglass G2 Base or Polyglass APP Base. For installations under mechanically attached prepared roof coverings, base layer shall be attached per minimum codified requirements. For installations under foam -on tile systems, base layer shall be attached per minimum requirements of FRSA/TRI April 2012 (04-12), Appendix A, Table 1, or as listed in Section 5.6.4 herein, or as tested in accordance with FBC Section 1504.3.1. Exterior Research and Design, I.I.C. Evaluation Report P32060.02.09-R23 Certificate of Authorization#9503 C" EDITION (2017) FBC NON-HVHZ EVALUATION FL5259-1127 Polyglass RoofUnderlayments; ISM) 3WI230 Revision 23: 09/14/2017 Page 6 of 14 �I I KINIIY I ERD 5.6.4 Wind Resistance for Underlayment Systems in Foam -On Tile Applications: FRSA/TRI April 2012 (04-12) does not address wind uplift resistance of all underlayment systems beneath foam -on tile systems, where the underlayment forms part of the load -path. The following wind uplift limitations apply to underlayment systems that are not addressed in FRSA/TRI April 2012 (04-12) and are used in foam -on tile applications. Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads, and reflects the ultimate passing pressure divided by 2 (the 2 to 1 margin of safety per FBC 1504.9 has already been applied). Refer to FRSA/TRI April 2012 (04- 12), Appendix A, Table lA or FBC 1609 for determination of design wind loads. #1 Maximum Design Pressure =-90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #2 Maximum Design Pre ssure =-97.5 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x lY." ring shank nails through 32 ga.,1-5/8" diameter tin caps spaced 12-Inch o.c. 93 Maximum Design Pressure =-105 psf: Deck: Min.15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and. Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1Y." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch c.c. #4 Maximum Design Pressure =-135 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional) PG100 or ASTM D41 Joints: Min. 4-inch wide strips of Elastoflex SA-V over all plywood Joints. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #5 Maximum Design Pressure=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Tile Pro, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #6 Maximum Design Pressure=-622.5 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #7 Maximum Design Pressure =-30.0 psf': Deck: Min. 15/32-Inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-Inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. - Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR,-Mule-Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #8 Maximum Design Pressure =-37.5 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. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23 Certificate ofAuthorization 0503 6e'EDITI ON 12017)FBC NON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underiayments; (570) 384-1230 Revision 23:09/14/2017 Page 7 of 14 �I I KINITY ERD #9 Maximum Design Pressure=-37.5 osf`: - 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 11 felt Fasteners: 11 ga, x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. atthe 3-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt #10 Maximum Design Pressure =-45 osf*: Deck: Min. 19/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One (1) layer ASTM D226, Type 11 felt Fasteners: 11 Be. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: flinch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU, applied in full mopping of hot asphalt. #11 Maximum Design Pressure =-45 osf•: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two (2) layers ASTM D226, Type 11 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. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered or Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt. #12 Maximum Design Pressure=-45 osf 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. atthe 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #13 Maximum Design Pressure=-52.5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #14 Maximum Design Pressure=-52.5 osf 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. atfour (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #15 Maximum Design Pressure=-52.5 osf: 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 ortorch-applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c. atthe 3-Inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. _ -_. Underlayment: Elastoflex .GTU.or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G,torch-applied.— ------ #16 Maximum Design Pressure =­60 osf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surfacefor hot -asphalt ortorch-appliedcap or poly -film surface fortorch-applied cap) Fasteners: 11 ga. x 1.25-inch longx 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R23 Certifowte of Authorimtion#9503 6rxEDIT] ON(2017) FBC N ON-HVHZ EVALUATION FL5259-R27 Polyglass Roof Underiayments; (570) 384-1230 Revision 23: 09/14/2017 Page 8 of 14 VTRINITY ERD #17 Maximum Design Pressure=-60 psf: Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with CMG Flat Bottom Metal Plates Spacing: 12-Inch D.C. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #18 Maximum Design Pressure =.67.5 DO Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: 12 ga. x 1.25-Inch long x 3/8-Inch head diameter annular ring shank roofing nails at 1-5/8-Inch diameter tin caps Spacing: 8-inch D.C. at the 4-Inch wide side laps and 8-inch D.C. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #19 Maximum Design Pressure=-75 Dsf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast #14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch D.C. at the 4-inch wide side laps and 10-Inch D.C. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. #20 Maximum Design Pressure=-90 Dsf: 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 D.C. at the 2-Inch wide side laps and 6-inch D.C. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #21 Maximum Design Pressure=-90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: CMG 912 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch D.C. at the 4-inch wide side laps and 6-Inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #22 Maximum Design Pressure=-90 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch D.C. at the 4-inch wide side laps and 6-inch D.C. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex 56 G, applied in full mopping of hot asphalt. #23 Maximum Design Pressure =-90 Dsf: Deck: Min. 15/32-Inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underlayment) Fasteners: Dekfast H14 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, CMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-Inch Insulation Plates -or -Simplex MAXX Cap - Fasteners Spacing: 9-Inch D.C. at the 4-inch wide side laps and 9-inch D.C. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch - applied. Exterior Research and Design, U.C. Evaluation Report P32060.02.09-R23 Cehifunte ofAuthadration a9503 6'"EDITION (2017)FBC NON-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (5701384-1230 Revision 23: 09/14/2017 Page 9 of 14 �l I KINITY I ERD #24 Maximum Design Pressure =-97.5 osf Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nall Base (poly -film tap surface) Fasteners: 11 ga. It 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch dlametertin caps Spacing: 4-inch o.c, at the 4-Inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. #25 Maximum Design Pressure =-105 osf: 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: "rich o.c. atthe 2-inch wide side laps and 6-inch o.c. atthree (3) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastaflex S6 G, applied in full mapping of hot asphalt or Polyflex G, torch -applied. #26 Maximum Design Pressure=-120 osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastaflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. #27 Maximum Design Pressure =-120 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c at the 4-inch wide side laps and 6-inch o.c. at five (5) equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastaflex S6 G, applied In full mopping of hot asphalt. 5.6.4.1 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of -45 psf. 5.6.4.2 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April2012 (04-12), Appendix A, Table 1A. Alternatively, the maximum.design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. In this case, Zones 2 and 3 shall employ an attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29 and Roofing Application Standard RAS 117. Assemblies marked with an asterisk" carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastaflex G TU shall not be left exposed for longer than 180-days after installation. Palyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive-settile, in which case the -maximum exposure is30 - - days. Elastoflex S6 G or Elastoflex 56 G FR or Polyflex G or Polyflex G FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile (Elastoflex S6 G or Polyflex G only), in which case the maximum exposure is 180 days. 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt in a dry condition, tested at standard laboratory conditions. Agreement between purchaser and seller, as set forth in Section 4.3, Note 1 of ASTM D1970-15, should be established as to slip resistance. Exterior Research and Design, U.C. Evaluation Report P32060.02.09-R23 Certificate of Aufhorl,.Un#9503 6'"EDITION (2017) FSC NON.HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments, (570) 384-1230 Revision 23: 09/14/2017 Page 10 of 14 �I I RINITY ERD 5.9 The Slippage Limitations (TAS 103 per FRSA/TRI April 2012 (04-12)): When loading roof tiles on the underlayment in direct -deck tile assemblies, the maximum roof slope shall be as follows. These slope limitations can only be exceeded by using battens during loading of the roof tiles. TABLE 2: TILE SLIPPAGE LIMITATIONS FOR DIREcr-DECRTILE INSTALLATIONS Underlayment Tile Profile Staging Method Maximum Slope Elastoflex G TU Flat 10-tlle stack 7:12 Lugged 8-tile stack (6 over 2) 6:12 Elastoflex S6 G or S6 G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Polystick MTS Flat or Lugged Prohibited without battens N/A Polystick Tile Pro Flat or Lugged 6-tile stack (4 over 2) 7:12 Polystick TU Max Flat 6-tile stack (4 over 2) or 10-tile stack 7:12 Lugged 6-tile stack (4 over 2) 7:12 Lugged 10-tile stack 6:12 Polystick TU P Flat 6-tile stack (4 over 2) 6:12 Lugged 6-tile stack (4 over 2) 4:12 Polystick TU Plus Flat or Lugged 6-tile stack (4 over 2) 7:12 Flat or Lugged 10-tile stack 6;12 Polyflex G or G FR Flat or Lugged 6-tile stack (4 over 2) 4:12 Polyflex SA P or SA P FR Fiat or Lugged 6-tile stack (4 over 2) 4:12 6. INSTALLATION: 6.1 Polyglass Roof Underlayments shall be Installed in accordance with Palyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 6.2 Re -fasten any loose decking panels, and check for protruding nail heads. Sweep the substrate thoroughly to remove any dust and debris prior to application, and prime the substrate (if applicable). 6.3 Elastobase, Elastobase P or Mule -Hide Nail Base: 6.3.1 Non -Tile Applications: Shall be installed in compliance with the codified requirements for ASTM D226, Type II underlayment in FBC Table 1507.1.1 for the type of prepared roof covering to be installed. Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP, Polyflex SA P FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), self -adhered, Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR, torch applied. Roof cover limitations are those are those associated with the top -layer underlayment, as set forth in Table 1. 6.3.2 Tile Applications: Elastobase, Elastobase P or Mule -Hide Nail Base are limited to use as a mechanically attached base sheet in the "Two Ply System" from FRSA/TRI April 2012 (04-12). Reference is made to Table 1 and Section 5.6.4 herein, coupled with FRSA/TRI April 2012 (04-12) Installation Manual. Exterior Research and Design, I.I.C. Evaluation Report P3206D.02.09-R23 Cert/Jicote ofAuthorkotlen 99503 6ruEDITION(2017) FBC NON.HVHZ EVALUATION FL5259-RZ7 Palyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/14/2017 Page 11 of 14 Vl I RINITY ERD 6.4 Polystick MTS, IR-Xe, TU P, TU'Plus, -TU.Max, Dual Pro,.Tile Pro,or MU-X'oo Polyflex Mule -Hide, SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR): 6.4.1 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. 6.4.2 Direct -to -Deck with Mechanically Fastened Roof Covers: All self -adhering materials, with the exception of Polystick TU Plus, Polyflex SAP or SAP FR and Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) should be back -nailed in selvage edge seam in accordance with Polyglass / Mule - Hide Back Nailing Guide. Nails shall be corrosion resistant, it gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area Para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed. All seal -lap seams (selvage laps) must be . firmly rolled with a minimum 28 lb. hand ~ ':';� 1 „ roller to ensure full contact and adhesion. i, For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern r' q.p._. (the sheet will overlap the fabric). f View of Ovelap Seam of Dual Pro and Tile Pro All over -fabric and over -granule end -laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets, exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or Poiyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 40-lbs of load applied for the field membrane. Hand rollers are acceptable for rolling of patches, laps (min. 28 lb roller) or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications (not allowed forPolystick Dual Pro. IR-Xe or Polystick MU-X)• Reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system, consisting of Base Sheet and self -adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012 (04-12), Table 1. For adhesive -set tile applications, refer to Section 5.6.4 herein. - For nail -on tile systems over Polystick MTS, battens are required for loading / staging of the tile. - -- - 6.4.4 Two (21 Ply Underlayment Systems: Polystick MTS followed by Polystick MTS, TU P, TU Plus, TU Max, Tile Pro, MU-X or Polyflex SAP is allowable for use under mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-RZ3 Ced&ote ofAuthorizatlon 49503 6LeEDIT! ON(2017) FSC NO N-HVHZ EVALUATION FL5259-RZ7 Polyglass Roof Underlayments; (570) 384-17.30 Revision 23: 09/14/2017 Page 12 of 14 VTRINITY I ERD 6.5 Elastoflex G TU,.Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Elastoflex G TU is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-22) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G is for use as an alternate to "Mineral Surface Roll Roofing" (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April Z012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to "Mineral Surface Roll Roofing' (ASTM D6380, Class M) in the "Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" In the 'Two Ply System" from FRSA/TRI April 2012 (04-22) beneath mechanically fastened tile roof systems. 6.5.2 For hot -asphalt -applications, Elastoflex G TU, ElastoflexS6 G or Elastoflex S6 G FR shall be fully asphalt -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or Polyflex 6 FR: 6.6.1 Polyflex G or Polyflex G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications: ✓ Polyflex G is for use as an alternate to the Heat Applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems (Base Sheet Limited per 5.6.3). ✓ Polyflex G FR is for use as an alternate to the Heat Applied "Cap Sheet" in the 'Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems (Base Sheet Limited per 5.6.3). 6.6.2 Polyflex G or Polyflex G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end -laps minimum 64nch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6.7 Tile Staging: 6.7.1 Tile shall be loaded and staged In a manner that prevents tile slippage and/or damage to the underlayment. Refer to Table 2 herein, and Polyglass published requirements for tile staging. 6.7.2 Battens and/or Counter -battens, as required by the tile manufacturer and FRSA/TRI April 2012 (04-12) must be used on all roof slopes greater than 7:12. Precautions should be taken as needed, such as the use of battens or sail- boards, to prevent tile sliding and/or damage to the underlayment during the loading process. 6.7.3 Polyglass specifies the minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. Exterior Research and Design, U.C. Evaluation Report P32060.02.09-R23 Certificate of Au thor1rvtton#9503 6r"EDITION (2017) FBC NON.HVHZ EVALUATION F1.5259-1127 Polyglass Roof Underlayments; (570) 384-1230 Revision 23: 09/24/2017 Page 13 of 14 �I I KINITY I ERD 7. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 8. MANUFAcTURING PLANTS: Contact the noted QA agency for information on product locations covered for F.A.C. 61G20-3 QA requirements. The following plants have qualified products under their respective phvsical properties specifications. 1 Plant Specification Product s Fernley, NV, Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick MU-X Hazleton, PA M-D 13-0004 Elastoflex G TU Hazleton, PA & Winter Haven, FL ASTM D1970 Polystick IR-Xe ASTM D2970 & TAS 103 Polystick TU Plus ASTM D1970 & TAS 103 Polystick TU Max Tuscaloosa, AL ASTM D4601, Type II Polyglass G2 Base Winter Haven, FL ASTM D226 (physicals) Elastobase, Elastobase P ASTM D6509 Polyglass APP Base TAS 103 Polystick MTS ASTM D1970 & TAS 103 Polystick TU P FRSA/TRI April 2012 Polyflex SAP, Polyflex SA P FR ASTM D1970 Polystick Dual Pro ASTM D1970 & TAS 103 Polystick Tile Pro ASTM D6164 Elastoflex S6, Elastoflex s6 G FR ASTM D6222 I Polyflex G, Polyflex G FR -%4UALI IT K WKANce CN t I[ y: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com - END OF EVALUATION REPORT - Exterior Research and Design, U.C. Evaluation Report P32060.02.09-R23 Cedificat.0Axthariaution H99D3 Sn' EDITION (2017) FBC NON-HVHZ EVALUATION FL5259.R27 Polyglass Roof Underlayments; 15701394-1230 Revision 23; 09/14/2017 Page 14 of 14