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Home My WebLink AboutREVISIONOFFICE USE ONL ) DATE FILED: / REVISION FEE: �� _ 0 (D St, Lucie County n� Lq` Lly S `� q F; 3I'IY7 PERMIT # v,-HW ali [''l / ; ,N^✓,a2 RECEIPT# Iev7 ► 7-) �k �iJ 1�`YV�►V\f PLANNING & DEVELOPMENT SERVICES BUILDING & CODE REGULATION DIVISION 2300 VIRGINIA AVENUE FORT PIERCE, FL 34982-5652 (772) 462-1553 FAX (772) 462-1578 APPLICATION FOR BUILDING PERMIT REVISIONS PROJECT INFORMATION 1. LOCATION/STTE ADDRESS: 4400 N AIA, Fort Pierce 2. DETAILED DESCRIPTION OF PROJECT REVISIONS: NT 3. CONTRACTOR INFORMATION: STATE of FL REGJCERT. #: BUSINESS NAME: QUALIFIERS NAME: ADDRESS: 305 Avenue CITY: Fort Pierce PHONE (DAYTIME): !%247 4. OVVNER/BUH.DER INFORMATION: NAME: ADDRESS: CITY: PHONE: INFORMATION: NAME: _ ADDRESS: _ CITY: _ PHONE (DAYTE%IE): Revised 07/22/2014 TMES6 PLANS AND ALL PROPOSED W04€{ ARE SUBJECT TO ANY CORRECTIONS `REQUIRED BY FIELD INSPECTORS THAT NIAY BE NECESSARY IN ORDER TO CCPAPCf WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY CERT. #: 25568 Construction LLC; .1lAl E: FAX: STATE: STATE: ZIP: FAX: ZIP: FAX: 'Q ST. LY IE COUN BUILDING DIVISION REVIEW FOR CO REVIEWED Y DATE - p PLANS AfJD PEAMIT MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE rixyc L V1 � BCIS Home Log In j User Registration Hot Topics : Submit Sumhame stats & Facts Publimtlons I MC Staff BCIS site Map i Links Search bip, v Product Approvalr rUSER: Publlr ser <�=C' Prod um Aoomval Me� 11 > a I Sea rMh > ADoli a�'stt > Application Detail FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email S` Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Emall 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 Certificate of Independence Referenced Standard and Year (of Standard) FLvision 25 Revision 2014 Approved 0 POLYGLASS USA 150 Lyon Drive Fernley, NV 89408 (570) 384-1230 Ext 242 jakins@polyglass.com James Akins jakins@polyglass.con Steve Wadding 150 Lyon Drive Fernley, NV 98408 (602) 363-7139 stevew@polyglass.com James Akins - 555 Oakridge Road Humboldt Industrial Pkwy Hazleton, PA 18201 (800) 894-4563 jakins@polygla ss. tom Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer !_j Evaluation Report - Hardcopy Received Robert Nieminen PE-59166 UL LLC 04/24/2018 John W. Knezevkh, PE Validation Checklist - Hardcopy Received FL5259 R25 COI 2016 01 COI Nieminen odf Standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2005 ASTM D6222 2008 ASTM G154 2006 ASTM G155 2005 FM 4474 2004 https://www. floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3Crk... 3/1/2017 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summ2ry of Products FRSA/TRI April 2012 TAS 103 UL 1897 2012 1995 2004 Method 1 Option D F Nti. - � Cop," } 10/17/2016 10/18/2016 10/19/2016 1211512016 FL # Model, Number or Description Name 5259.1 Polyglass Roof Roofing underlayments Underayments Limits of Use Installation Instructions Approved for use in HVHZ: No Approved for use outside HVHZ: Yes FL5259 R25 Il 2016 10 FINAL ER POLYGLASS UND RI AYMENTS FLS 59 R25.odF 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 R25 AE 2016 10 FINIAL ER POLYGLASS UNDERLAYMENTS F 25g underlayment system (over concrete 2R 5_odf deck) for use under foam -on the 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 otter limits of use. Back Next contact Us :: 201 ala r Ston, Road. TIlah,llSg FL 32399 Phnnn, 050-491-1814 The State of Force Is an AVEED employer. Cow,rcht 2007- 013 State of Florida. :: Pnvacv Staemwn:: 4 rn,e.ihIIIN State ment:: 0.nfiuntl statement Under Florida law, email addresses are public records. Ifyou do not want your e-mall atltlress released in response to a public -records request, do not send electronic mall to this entity. Instead, mould Me office by phone or by traditional mail. If you have any questions, please contact 850.487.1395. 'Pursuant to section 455.275(1), Florida Statutes,-Uedlve October 1, 2012, licensees loomed under chapter 455, F.S. most provide the Department with an email address if May have one. The emaik pravided may be used for official communlmUon with the licensee. However email addresses are public real If you d0 not wish to Supply a personal address, please provide We Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please tlich Jt{gi Product Approval Accepts: WRI Ed®- .SCCi11'lT}'Af 171tIC3' https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDgvbSgAaZp3 Crk... 3/1 /2017 �� TRINITY! ERD EVALUATION REPORT EXTERIOR RESEARCH & DESIGN, I.I.C. Certificate of Authorization #9503 353 CHRISTIAN STREET, UNIT#13 OXFORD, CT 06478 PHONE: (203) 262-9245 FAX: (203) 262-9243 Polyglass USA, Inc. W py Evaluation Report P12060.02.09-R21 150 Lyon Drive LE FL5259-R25 Fernley,FerNV 98408 Date of Issuance: 02/24/2009 SCOPE: Revision 21:10/17/2016 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 5u' Edition (2014) 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 "Trinity)ERD 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 jab site at the request of the Building Official. This Evaluation Report consists of pages 1 through 13. Prepared by: Robert J.M. Nieminen, P.E. Florida Registration No. 59165, Florida DCA ANE1983 The facsimile seal appearing was authorized by Robert Nieminen, P.E. an 10/17/2016. This does not serve as an electronically signed document. Signed, sealed hardcoples have been transmitted to the Product Approval Administrator and to the named client CERTIFICATION OF INDEPENDENCE: 1. Trinity IERD 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 nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity) ERD nor Robert 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. { ' TRIRllTY'; ERD ROOFING COMPONENT EVALUATION: � LE COPY 1. SCOPE: F 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 Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations / Conditions of Use setforth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind Uplift FM 4474 2004 1504.3.1 Wind Uplift UL 1897 2004 1504.6 Accelerated Weathering ASTM G154 2006 1504.6 Accelerated Weathering ASTM G155 2005 1507.2.3, 1507.3.3, 1507.5.3, 1507.7.3, Physical. Properties ASTM D226 2006 1507.8.3, 1507.9.3 1507.2.4, 1507.2.9.2, 1507.5.3,1507.7.3 Physical Properties ASTM-D1970 2009 1507.11.2 Physical Properties ASTM D6164 2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.3.3 Installation Practice FRSA/TRI April 2012 2012 1523.6.5.2.1 Physical Properties TAS 103 1995 3. REFERENCES: Entity Examination Reference Date FM Approvals (TST 1867) Wind Uplift 3004091 01/12/2000 PRI (TST 5878) Physical Properties PRIO1111 04/08/2002 PRI (TST 5978) Physical Properties PUSA-005-02-01 01/31/2002 PRI (TST 5878) Physical Properties PUSA-013-02-01 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-02 12/23/2002 PRI (TST 5878) Physical Properties PUSA-013-02-03 12/23/2002 PRI (TST 5878) .Physical Properties PUSA-018-02-01 07/14/2003 PRI (TST 5878) Physical Properties PUSA-028-02-01 07/13/2005 PRI (TST 5878) Physical Properties PUSA-033-02-01 01/12/2006 PRI (TST 5878) Physical Properties PUSA-035-02-01 09/29/2006 PRI (TST 5878) Physical Properties PUSA-055-02-02 12/10/2007 PRI (TST 5878) Physical Properties PUSA-061-02-02 01/28/2008 PRI (TST 5878) Physical Properties PUSA-076-02-01 02/22/2008 PRI (TST 5878) Physical Properties PUSA-083-02-01 04/14/2008 PRI (TSTS878) Physical Properties PUSA-088-02-01 07/29/2009 MTI (TST 2508) Physical Properties JX20H7A 04/01/2008 MTI (TST2508) Physical Properties RXIMA 01/29/2009 ERD (TST 6049) _ Physical Properties 11752.09.99-1 02/08/2000 ERD (TST 6049) Wind Uplift 11757.08.01-1 08/13/2001 ERD (TST 6049) Wind Uplift 11776.06.02 01/16/2003 ERD (TST 6049) Physical Properties 02200.07.03 07/14/2003 ERD (TST 6049) Wind Uplift P1740.01.07 01/04/2007 ERD (TST 6049) Physical Properties P5110.04.07-1 04/11/2007 ERD (TST 6049) Wind Uplift P9260.03.08 03/21/2008 ERD (TST 6049) Physical Properties P13450.08.09 08/13/2009 ERD (TST 6049) Wind Uplift P30540.11.09-R3 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-1 11/30/2009 ERD (TST 6049) Wind Uplift P11030.11.09-2 11/30/2009 ERD (TST 6049) Physical Properties P11030.11.09-3 11/30/2009 ERD (TST 6049) Physical Properties P33360.06.10 06/25/2010 Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 2 of 13 Entity ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERO,(TST6D49) ERD (TST 5049) ERD (TST 6049) ERD OST 6D49) ERD (TST 6049) ERE) MT 6049) ERE) (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD.(TW 6049) ERO (TST 6049) ERD tTST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD (TST 6049) ERD.(M 6049) ERD (TST 60491 ERD (TST 60491 ERD (TST 6049) ERD (TST. 6049) ERD (TST 60491 ERD (TST 6049) ERD (TST 6049) _ ]CC -ES (EVL2396) Miami -Dade (CER 1592) Polyglass USA Poiyglass USA Po€yglassUSA UL, U.C. (QUA9625) 4. PRODUCT DESCRIPTION: 4.1 4.1.1 4.1.2 4:1.3 4,1.4 4.2 Examination Physical Properties Physical Properties Physical Properties 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-Pmperties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Physical Properties Wind Uplift Physical Properties Wind. Uplift IRC.Compliance HVHZ Compliance Manufacturing Affidavit P/LAffidavit Materials Affidavit Quality Control Reference P33370.03.11 1`33370.04.11 P37300,10.11 P40390.08.12-1 P40390.08.12.2 C41420.09.123 P39680,03:13 P45370.04.13 P1738.02.07-R2 11757.04.01-1-R1. P41630:08.13 P11751.05.03-R1 P13781.11.03-R1 P45270.05.14 6020.07.14-1 6020.09.14-2 6020.09.143 6020,09.14-4 6020,09.14-5 602009.14.6 P46526.10.14 P44360.10:14 P43290.10.14 PLYG-50550.031S P40390.04.1S PLYG-SC8080A5:15-1 PLYG-SC8905.05.16.1 PLYG-SC8080.07.16 PLYG-SC12025.I0.16 E5114697 NOA 14-0717.08 Products Current Mute-Hide'Cross Lig POlyst(ck3A Compound Seivi-ce2onfirmation Mechanically Fastened Underlavments: Elastobase Is a fiberglass reinforced, SBS modified bitumen'basesheet.. Elastobase Pis a polyester-reinforced,.SBS modified bitumen base sheet. Polygiass G2 Base is a fiberglass-refrlforced, asphaltic tigA sheet- Polygiass API Base is a 4.2.2 Polystick MTS surfaced with M iai 60-mil thick meets TAS 103. g TRINITY ERD Date 03/02/2011 04/26/2011 10/19/2011 08/06/2012 08/07/2012 09/11/2012 03104/2013 04/26/2013 04/29/2013 04/3012013 08/06/2013 11/2612013 11/26/2013 O5/12/2014 09/08/2014 09/08/2014 09/98/2014 09/08/2014 09/08/2014 09/08/2014 1D/03/2014 SD/07/2014 16/17/201-4 03/24/2015 04/03/2015 05/2012015 05/17/2016 07/16nGlii 10/1212016 11/01/2014 01/2212015 02118/2009 03/01/2008 08/18/2011 Exp-04/24/2018 asphalt waterproofing membrane, glass fiber reinforced, surfaced membrane; glass fiber reinforced, 41.3 PolystickIR-Xe Wa nominal 60-mil. thick -rubberized asphalt waterproofing membrane, glass fiber reinforced,. with an aggregate surface; meets ASTh9 D1970. - Exterior Research and Design, I.I.C. Evaluation. Report P12060:02.09-R21 Certiirate o/Autlrorizotion 495M FBC NON-HVHZEVALUATION PL5259-R75 Revision 21:.10117/2016 Page 3 of13 TRI iTf iERD 43;4 Polystick TU Plus is a.nominal 80-mil thick rubberizedasphalt waterproofing membrane, glass fiber reinforced, with a polyester fabric surface; meets ASTM 01970 and TAS 103. 4.2.5 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. 4.2.6 Polystick TU Max is a nominal 60-mil thick rubberized asphalt waterproofing. membrane with a 190 g/m2 polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.7 Polyfiex. SAP, Polyflex: SAPTR, Mute -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet.(FR) are polyester reinforced, APP modified bitumen cap sheets; meet ASTM D6222. 4,2.8 Polystick-Dual-Pro s a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass enforced, w$h a polyester fabric surface; meetsASTM D1970. 4.2.9 Polystick Tile ProTM is a nominal 60-mil thick dual -layer rubberized asphalt waterproofing membrane, fiberglass reinforced, with.a.polyester rfabric surface; meetsASTM D1970. and TAS 103. 4.2.10 Polystick MU-X is a nominal 54-mit thick dual -layer rubberized -asphalt waterproofing membrane, fiberglass reinforced, with a polypropylene film surface; meets.AC188and physical requirements: of ASTM 1)1970. 4.3 Mechanically Fastened and/or Banded'Underlayments• 4.3.1 Elastoftex $6 G and Eiastoflex S6 G FR are, polyester reinforced, 5BS modified bitumen cap sheets; meet,ASTM D6164. 4.3.2 Polyflex G and:Polyflez G FIR are polyester reinforced, APP modified bitumen cap sheets; meet ASTM-D6222. LlmrraioNS: \ SA This is a buiti ing•code evaluation. -Neither TrinhyffRD nor Robert Nleminen, P.E: are, In any way; the Designer of Record for anyprojecton which this Evaluation Report, or previous versions thereof, is/was used for permittingor design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report isnot 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 Polygiass 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 iurlsdiction for approval based as this evaluation combined with supporting data for the prepared roof covering. 5.5 Allowable Roof Covers: dk 7?A9teS:itoaP Undedayrnent _ Asphalt S4ing!ps Nail -On Tile roam -On Tik .Metal Wood Shakes&shingles slate Yes Yes Elastobase Yes (te+se sheet; 1t.yheet in z�m: yes Yes Yes - system) W."e). Yes Yes_ - E!astn6ase F Yes ;e,;etrces;o 2,ryy. jb>.nc:imz-y Yes Yes Yes __ i arasm} syitart) Yes Y2r Polyglass G28ase. No 16sse.:heetm bpR {eaaexnmin2:py No No No A_. 1 wemi :n�ml Yes' - Yes --- PolyglassAPPBase � No lnaseanee:�zy!r @sue: ebn zya No No No syvam) ssstaml PtilystickMTS Yes Yes No 'Yes Yes Yes - 1 __ . Pow lysti6i MTS.PLUS _------� Yc4 Yes No Yes - Yes yes PoiystitkiR-Xe _ Yes No No No Yes Yes ` PohstickTUP i Yes Yes Yes No Yes Yes See x:S;t PoiystickTUPius Yes Yas Yes Yes Yes Yes 5L Exterior Research and Design; I.I.C. tett)fcote ofAuthadrotion k9503 'FBC NON-HVHZ EVALUATION Evaluation • Report P12060.02.09-R21 FLS259+R25 .Revision 21: J-0/17/2016 Page 4of13 t ': 'a lr�e ,Zrktaa 14, Y.iL `TF IN"IERD ✓` i 7 -„ _ 'ra <- TABI.!',.�,t ROgT Caveit0 71a ' •' �` W000d Underlayment� I AsphaltShrngles Nail-OnTile Foam-on'rie Metal Bows&� Slate i__........._..___.�.._._..._._ l Max No Yes i Yes Yes No No �Poiy$yckTU See 5..5.1 j Polyttk alai Pro Yes Yes I No Yes Yes Yes Polystick Tit Pro Yes Yes Yes Yes Yes Yes' Sec5S1 PalysrirkMU-A Yes W.- a N No Yes Yes I Elastoflex S5G Yes LL _ Yes _ Yes _Yes No Yes _ Yes —...._.._._ ._._..._____.._., See ss3 Elasmflcx SGGFR Yes Yes No No Yes Yes_ PowexG Yes Yes Yes No, Yes Yes __ See 53.1 FR Yes Yes No No Yes Yes _PolyRexG Potyllex SAP of SAP FR Yes Yes Yet No Yes Yes &e 55.1 Mule -Hide SA-APPc.P eet Yes Yes Yes No Yes Yes ( orSA-APP Cap Sheet (FR) _ _ _ _ See s5:1 5.5.1 "Foam -On Tile" is limited to use of the following Approved tile adhesives unless tensile adhesion / long term aging data from an accredited testinglaboratory, is provided. ✓ 3110'" 2-Component Roof Tile Adhesive AH-160 (FL6332): Polystick TU P, Polystick TU Plus, Polystick TU Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule-Hlde:SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro. ✓ 31VI'" Foam Roof Tile. Adhesive RTA-1 (EL6276): Polystick TU P,.Polystick ?U Plus,Polystick TU -Max, Elastoflex S6 G, Polyflex G, Polyflex SAP, Polyflex SA Cap FR, Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR) or Tile Pro ✓ Convenience Products' Touch `n Seal Storm Bond Roof Tile Adhesive (FL14506): Polystick TU Plus, Polystick TU Max. ✓ Dow TileBOnd (FL717) Polystick TU P;.PolystickTU Plus, Polyflex SAP or Tile Pro. ✓ Polyglass Polylok Roof Tile Adhesive (FL17855): Polystick TV Plus or Polystick TU Max. 5.6 Allowable Substrates: S.6.1 Polystick (all. variations)filj- ile"Pro, Polyflex SAP or SAP FR, Mule-Hide-SA-APP Cap Sheet or SA-APP Cap Sheet. (FR):.selfadhered to: = New untreated plywood; ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, -unprimed 056;. ASTM 'D41 primed -058; 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 OSS sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex S6 G or S6 G FR in hot asphalt to: ASTM D41 primed structural concrete. Polyflex G or G FR torch -applied to: ASTM D41 primed structural concrete. 11 "J"k S 4 Exterior Research and Design,LLC. Evaluation Report: P12060,02.09•1121 Certificate of Authanzation #9503 FBC NON-HVHZ-EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 5 of 13 TRINITY ERD 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 11, Class 1 polyisocyanurate or Type V polyisocyanurate-composite insulation; Dens Deck DuraGuard; Dens Deck Prime; or SECUROCK Gypsum -Fiber Roof Board. Elastoflex S6 G or S6 G FR in hot asphalt to: ➢ Dens Deck Prime or SECUROCK Gypsum -Fiber Roof Board. Polyflex G or 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 11 felt; Elastobase; Elastobase P or Mule -Hide Nail Base. Elastoflex S6 G or 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 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 minirrlum 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. 5.6.4 Wind Resistance for Underlavment 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. 5.6.4.1 Maximum Design Pressure =-90 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional) Polystick NITS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.2 Maximum Design Pressure =-97.5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG 100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered and back -nailed within the selvedge -edge side laps using 12 ga. x 1Y." ring shank nails through 32 ga., 1-5/8" diameter tin caps spaced 12-inch o.c. Exterior Research and Design, LLC. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-1121 FL5259-RZS Revision 21: 10/17/2016 Page 6 of 13 \-IJTR1NIIY ERD 5.6.4.3 Maximum Design Pressure=-105 osf• Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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 134" ring shank nails through 32 ga., 1-5/9" diameter tin caps spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure=-135 osf: 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. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.5 Maximum Design Pressure=-33.5 osf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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. 5.6.4.E Maximum Design Pressure = -622 5 osf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. - 5.6.4.7 Maximum Design Pressure = -30 0 osf*: Deck: Min. 15/32-inch OSB to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-Inch o.c. at the 3-Inch wide side laps and 6-Inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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. 5.6.4.8 Maximum Design Pressure =-37 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: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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. 5.6.4.9 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 II felt Fasteners: 11 ga. x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c. at the 3-Inch wide side laps and 12-inch o.c, at two (2) equal ly spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. FILEin Exterior Research and Design, LLC. Certificate ofAuthorizodon #9503 i FBC NON-HVHZ EVALUATION Evaluation Report P12060.02.09-1121 FL5259_R25 Revision 21: 10/17/2016 Page 7 of 13 TRINITY ! ERD 5.6.4.10 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 II felt Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 2-inch wide side laps and 4-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: 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 S6 G, applied in full mopping of hot asphalt. 5.6.4.11 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 II felt Fasteners: 11 ga.x 1.25-inch long 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-Inch o.c. at the 2-inch wide side laps and 9-inch o.c. at two (2) equally spaced staggered center rows. Base Ply: (Optional; for use with self -adhering underlayment only) Polystick MTS PLUS, self -adhered Underlayment: 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 56 G, applied in full mopping of hot asphalt. 5.6.4.12 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. at the 2-inch wide side laps and 18-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.13 Maximum Design Pressure =-52.5 osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastabase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 2-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.14 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. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: Polystick TU P, Polystick TU Plus, Polystick TU Max, Polyflex SAP, Polyflex SAP FR, Mule -Hide SA-APP Cap Sheet and Mule -Hide SA-APP Cap Sheet (FR), self -adhered. 5.6.4.15 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 or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-Inch o.c. at the 3-Inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.16 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 surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: 11 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c, at the 4-inch wide side laps and 8-inch o.c. at three(3) equally spaced staggered center rows. Underlayment: Elastoflex 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. x71 s;M + c r 3f 3r "Y `{ ;fit&; g.:.e. s`_"111 � a, Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R21 Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 8 of 13 l` TRINITY ERD 5.6.4.17 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 surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip with OMG Flat Bottom Metal Plates Spacing: 12-Inch o.c. at the 4-inch wide side laps and 12-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.18 Maximum Design Pressure = -67 5 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment) Fasteners: 12 ga. x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c. at the 4-inch wide side laps and 8-inch o.c. at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torches pplied or Polyflex G, torch -applied. 5.6.4.19 Maximum Design Pressure =-75 osf: 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 torchapplied undedoyment) 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: 1G-Inch o.c. at the 4-inch wide side laps and 10-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. 5.6.4.20 Maximum Design Pressure=-90 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: 6-inch o.c. at the 2-inch wide side laps and 6-inch o.c. at two (2) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.21 Maximum Design Pressure =-90osf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: OMG #12 Standard Roofgrip or OMG #14 Heavy Duty with OMG 3" Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c, at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.22 Maximum Design Pressure=-90 osf: Deck: Mir'. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast #12 DP or Trufast #14 HD with Trufast 3" Metal Insulation Plates Spacing: 6-inch o.c. at the 4-inch wide side laps and 6-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied in full mopping of hot asphalt. 5.6.4-23 Maximum Design Pressure = -90 osf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base (requires use of torch -applied underloyment) Fasteners: Dekfast 414 with Dekfast Hex plates, OMG #14 HD with OMG 3" Galvalume Steel Plates, OMG Roofgrip #14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 9-inch o.c. at the 4-inch wide side laps and 9-inch o.c, at four (4) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt or torch -applied or Polyflex G, torch -applied. Exterior Research and Design, I.I.C. Evaluation Report P12060.02.09-R21 Certificate OfAuthorization #9503 FBC NON-HVHZ EVALUATION FL5259-R25 Revision 21: 10/17/2016 Page 9 of 13 TRINIW ERD 5.6.4.24 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 Nail Base (poly -film top surface) Fasteners: 11 ga. x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c. at the 4-inch wide side laps and 4-inch o.c. at four (4) equally spaced staggered center rows. Base Ply: (Optional) Polystick MTS PLUS, self -adhered Underlayment: 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. 5.6.4.25 Maximum Design Pressure = -105 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface for hot -asphalt or torch -applied cap or poly -film surface for torch -applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c. at the 2-inch wide side laps and 5-inch o.c. at three (3) equally spaced staggered center rows. Underlayment: Elastoflex S6 G, applied In full mopping of hot asphalt or Polyflex G, torch -applied. 5.6.4.26 Maximum Design Pressure =-112 5 psf; Deck: Min. 19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule -Hide Nail Base (poly -film top surface) Fasteners: 11 ga.x1.25-inchx3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diametertincaps Spacing: 6-inch o.c, at the 4-inch wide side laps and 6-inch o.c. at four (4) equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin -caps Base Ply: Polystick MTS PLUS, self -adhered Underlayment: 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. 5.6.4.27 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 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 5.6.4.28 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 56 G, applied in full mopping of hot asphalt or Polyflex G, torch -applied. Maximum Design Pressure = -120 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase (sanded top surface) Fasteners: Trufast#12 DP orTrufast#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 SG G, applied in full mopping of hot asphalt. 5.6.4.29 All other direct -deck, adhered Polyglass underlayment systems beneath foam -on tile systems carry a Maximum Design Pressure of-45 psf. 5.6.4.30 For mechanically attached base sheet, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FRSA/TRI April 2012 (04-12), Appendix A, Table 1A or 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 RAS 117, FM LPDS 1-29 and ANSI/SPRI WD1. Assemblies marked with an asterisk* carry the limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 5.7 Exposure Limitations: Elastobase, Elastobase P, Polyglass G2 Base or Polyglass APP Base shall not be left exposed for longer than 30-days after installation. Polystick IR-Xe or Polystick MU-X shall not be left exposed for longer than 90-days after installation. Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro or Tile Pro shall not be left exposed for longer than 180- days after installation. Exterior Research and Design, I.I.C. Certificate of Authorization #9503 FBC NON-HVHZ EVALUATION Evaluation Report P32060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 10 of 13 FYTIRINITY ERD Polyflex SAP or SAP FR, or Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR) does not have an exposure limitation, unless the prepared roof covering is to be adhesive -set tile, in which case the maximum exposure is 30 days. Elastoflex 56 G or 56 G FR or Polyflex G or 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. 6. INSTALLATION: 6.1 6.2 6.3 6.3.1 6.3.2 6.3.3 6.4 6.4.1 6.4.2 Polyglass Roof Underlayments shall be installed in accordance with Polyglass published installation requirements subject to the Limitations set forth in Section 5 herein and the specifics noted below. 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). Elastobase. Elastobase P or Mule -Hide Nail Base: Shall be installed in compliance with the codified requirements for ASTM D226, Type 11 underlayment in FBC Section's 1507 for the type of prepared roof covering to be installed. Non -Tile Applications, Reference is made to the current edition of -the NRCA Steep -slope Roofing Manual and ARMA recommendations for installing shingle underlayments and flashings Elastobase, Elastobase P or Mule -Hide Nail Base may be covered with a layer of Polystick, Polyflex SAP or SAP FR, Mule -Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR), Dual Pro or Tile Pro, self -adhered, Elastoflex S6 G or S6 G FR in hot asphalt or Polyflex G or G FR, torch applied. Tile Applications: Reference is made to FRSA/TRI April2O12 (04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Polystick MTS, MTS PLUS, IR-Xe TU P TU Plus TU Max Dual Pro Tile Pro or MU X or Polvflex SAP Polyflex SAP FR Mule -Hide SA-APP Cap Sheet or Mule -Hide SA-APP Cap Sheet (FR): Shall be installed in compliance with the codified requirements for ASTM D1970 underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 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, 11 gauge ring -shank type with a minimum 1-inch diameter metal disk or Simplex -type metal cap nail, at a minimum rate of 12" o.c. Polystick TU Plus should be back -nailed using the above noted fasteners and spacing, in area marked "nail area, area Para clavar" on the face of membrane. The head lap membrane is to cover the area being back -nailed All seal -lap seams (selvage laps) must be firmly rolled with a minimum 28 lb. handW-1 roller to ensure full contact and adhesion. 4' For Dual Pro and Tile Pro, align the edge of the top sheet to the end of the glue pattern (the sheet will overlap the fabric). Exterior Research and Design, LLC. Certiflrote ofAuthorizotion #9so3 View of OvelaP Seam of Dual Pro and Tile Pro FBC NON-HVH2 EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 11 of 13 6.4.3 E TRINITY ERD 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 Polyglass PG500 Modified Cement to the area in need of repair, followed by a minimum 6 x 6 inch patch of the Polystick material of like kind, set and hand rolled in place over the repair area. Patch laps, if needed, shall be installed in a water shedding manner. All Polystick membranes shall be installed to ensure full contact with approved substrates. Polyglass requires a minimum of 40-lb weighted -roller or, on steep slopes, use of a stiff broom with approximately 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. Tile Applications (not allowed for PolysticklR-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 the 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. For nail -on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.4.4 Two (2) Ply Underlayment Systems, Polystick MTS or MTS PLUS followed by Polystick MTS, MTS PLUS, TU P, TU Plus, TU Max, rile Pro, MU-X or Polyflex SAP is allowable for use under Mechanically attached prepared roof systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. Polystick MTS PLUS followed by Polystick TU P, TU Plus, TU Max, Tile Pro or Polyflex SAP is allowable for use under foam -on tile systems. Limits of use are those associated with the top -layer material. This is not a requirement, but is allowable if a 2-ply underlayment system is desired. 6_5 Elastoflex S6 G or S6 G FR: 6.5.1 Elastoflex 56 G or S6 G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made to FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.5.2 Elastoflex 56 G or 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 G FR: 6.6.1 Polyflex G or G FR shall be installed in compliance with current Polyglass published installation requirements. For use in tile applications, reference is made FRSA/TRI April 2012 (04-12) Installation Manual and Table 1 herein. 6.6.2 Polyflex G or G FR shall be fully torch -applied to the substrates noted in Section 5.6. Side laps shall be minimum 3- inch and end -laps minimum 6-inch wide, off -set minimum 3 feet from course to course. Side and end laps shall be fully heat -welded and inspected to ensure minimum 3/8-inch flow of modified compound beyond the lap edge. 6_7 Tile Staging: 6.7.1 Tile shall be loaded and staged in a manner that prevents tile slippage and/or damage to the underlayment. Refer to Polyglass published requirements for tile staging. Exterior Research and Design, U.C. Certificate of Authorization #9503 FBC NON-HVH2 EVALUATION Evaluation Report P12060.02.09-R21 FL5259-R25 Revision 21: 10/17/2016 Page 12 of 13 1 7. 8. 9. "J TRINITY 11 ERD 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 For nail -on tile systems over Polystick NITS, battens are required for loading / staging of the tile. 6.7.4 For nail -on tile systems over Polystick MTS PLUS: ➢ Battens are required for loading/staging of lugged tile regardless of slope. ➢ Battens are required for loading/staging of flat tile at slopes in excess of 5:12. 6.7.5 The minimum cure time after installation of self -adhering membranes and before loading of roofing tiles is forty-eight (48) hours. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. MANUFACTURING PLANTS: Contact the noted CA agency for Information on product locations covered for F.A.C. Rule 61G20-3 QA requirements. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625; (314) 578-3406; k.chancellor@us.ul.com Exterior Research and Design, U.C. Certlf/cate Of AUthorization #9503 END OF EVALUATION REPORT- :txo- FBC NON-HVHZ EVALUATION Evaluation Report P32060.02.09-R21 FL5259-RZS Revision 21: 10/17/2016 Page 13 of 13