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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: YV1)/ A) -,O� Permit Number: 1�II © S (0,1 n � FEC7,-I%FEL) • Building Permit Application NOV 2 12017 Planning and Development Services i"fil� County, Luc St. Luc Building and Code Regulation Division ie C/unty, FL. 2300 Virginia Avenue, Fort Pierce FL 34982 / Phone: (772) 462-1553 Fax: (772) 462-1578 Commercial Residential PERMIT APPLICATION FOR: PROPOSE RR N: W, Address: D L) f est L�U t�v �ilC Legal Description: Property Tax ID#: 3y�� �VI�l Q��� OX ' I Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF WORK: -tom. s"/ Additional work to be pertormed under this permit—check all that appy: _Mechanical _Gas Tank _Gas Piping _Shutters _Windows/Doors Electric _ Plumbing _Sprinklers _Generator L,---'Roof Pitch Total Sq. Ft of Construction: / 'U U Sq. Ft. of First Floor: I YGU Cost of Construction: $ SG'U Utilities: _Sewer _Septic Building Height: /U Name f,L'14 Name: IA41 Address: kU L/D 1-e Adow ZAA/L Company: k City: /0 C-- State:o(l Address: Zip Code: Fax: ? City: Stater/ Phone No. 77� 3Y > S U Zip Code: Fax: E-Mail: Phone No 77a ' b d' Fill in fee simple Title Holder on next page ( if different E-Mail ,�. from the Owner listed above) State or County Li c nse If value of construction is 2500 or more, a RECORDED Notice of Commencement is required. DESIGNER/ENGINEER: Not Applicable MORTGAGE COMPANY: _ Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: OWNER/ CONTRACTOR AFFIDVIT: Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St. Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules, bylaws or and covenants that may restrict or prohibit such structure. Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will, in all respects, perform the work in accordance with the approved plans,the Florida Building Codes and St. Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER: Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property. A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with le r or an attorney before commencing wo 0 orcling your Notice of Commencement. F /'//J) f4�tlll?u Signature f Ow Lessee/Contractor as Agent for Owner Signature of Co ractor/Licen Holder STATE OF F RIDA STATE OF FLORIDA COUNTY O COUNTY OF The forgoing instrument was acknowledged before me The for ing instru e t was acknowledged before me this c day of V , 20a by this day of 20 by (Name of personAcknowledging) (Name of person cknowledgIn.,)C (Signature of Notary Pu Iic-State of Florida ) (Signature of Nota Pu lic-State of Florida ) Personally Known V/OR Produced Identification Personally Known V/ OR Produced Identification Type of Identification Type of Identification Produced ARENS. NIELSEN Produced Commission a FF 115637 KAREN S. NIE D37 Commission No. �: My Com(r5�)on Expires Commission No. = Commission(�6p001June 12, 2018 y Commission ExJune 12, 201 REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEA TURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED : ' "m° NOV 2 12017 PERMill-TING EXTERIOR RESEARCH&DESIGN, LLC. 5t. Lucie County, FL Certificate of Authorization#9503 N STREET, UNIT#13 TRINITY!ERD 353 CHRISTIAOXFORD,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Owens Corning Evaluation Report 037940.02.12-R7 One Owens Corning Parkway F1.10674-1112 Toledo,OH 43659 Date of Issuance:02/06/2012 Revision 7: 04/18/2016 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 5th Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Owens Corning Asphalt Roof Shingles 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. TrinityJERD 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 IERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed,then it shall be done in its entirety. INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 8. Prepared by: ,uts�ttfrr„r„�� ����,Vit,•,•,r.�� :.xKo-34t'E6 — %,•�'• ^4 t�,1.•s-^�:• The facsimile seal appearing was authorized by Robert Nieminen, Robert J.M.Nieminen,P.E. '�•Ss�_"a E;.� P.E.on 04/18/2016.This does not serve as an electronically signed Florida Registration No.59166,Florida DCA ANE1983 ""t"`ss document.Signed,sealed hardcopies 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 TrinityJERD 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. 1 Y __ ^/ -I TRINITY ERD ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product Category: Roofing Sub-Category: Asphalt Shingles Compliance Statement: Owens Corning Asphalt Roof Shingles, as produced by Owens Corning, have demonstrated compliance with the following sections of the Florida Building Code and Florida Building Code, Residential Volume through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1507.2.5,R905.2.4 Physical Properties ASTM D3462 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D3161 2009 1507.2.7.1,R905.2.6.1 Wind Resistance ASTM D7158 2008 3. REFERENCES: Entity Examination Reference Date UL LLC(CER9626) Physicals&Wind Resistance File R2453,Vol.3 02/15/2007 UL LLC(CER9626) Physicals&Wind Resistance 20120516-112453 05/16/2012 UL LLC(TST9628) Physical Properties 06CA20263 04/18/2006 UL LLC(TST9628) Wind Resistance 11CA34308 02/18/2012 UL LLC(TST9628) Physicals&Wind Resistance 4786093137 02/01/2014 UL LLC(TST9628) Wind Resistance 4786126532 02/10/2014 UL LLC(TST9628) Physical Properties Classification letter 02/13/2014 UL LLC(TST9628) Physical Properties Classification letter 10/02/2015 Miami-Dade(CER1592) FBC HVHZ Compliance Various NOAs Various UL LLC (QUA9625) Quality Control Service Confirmation,R2453 Exp.08/20/2017 4. PRODUCT DESCRIPTION: 4.1 Asphalt Shingles: 4.1.1 Classic*and Supreme are fiberglass reinforced,3-tab asphalt roof shingles. 4.1.2 Berkshire' are fiberglass reinforced,4-tab asphalt roof shingles. 4.1.3 Devonshire'"are fiberglass reinforced,5-tab asphalt roof shingles. 4.1.4 Duration', TruDefinition" Duration, Duration Premium Cool, TruDefinition' Duration' Designer Color Collection, TruDefinition Oakridge Oakridge and WeatherGuard' HP are fiberglass reinforced, laminated asphalt roof shingles. 4.2 Berkshire. Hip & Ridge Shingles, High Ridge, WeatherGuard' HP Hip & Ridge Shingles, ProEdge Hip & Ridge Shingles and Dura Ridge'" Hip& Ridge Shingles are fiberglass reinforced, hip and ridge asphalt roof shingles. 4.3 Starter Strip Shingle,Starter Strip Plus and Starter Shingle Roll are starter strips for asphalt roof shingles. 5. LIMITATIONS: 5.1 This is a building code evaluation. Neither TrinityJERD 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. Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 F1.10674-1112 Revision 7:04/18/2016 Page 2 of 8 TRINITY i ERD 5.4 Wind Classification: 5.4.1 All Owens Corning shingles noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F and/or ASTM D7158, Class H, indicating the shingles are acceptable for use in all wind zones up to Vasd= 150 mph (V,,,t= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.2 All Owens Corning hip&ridge shingles,Starter Strip Shingle and Starter Strip Plus noted herein are Classified in accordance with FBC Tables 1507.2.7.1 and R905.2.6.1 to ASTM D3161, Class F, indicating the shingles are acceptable for use in all wind zones up to Vasd= 1S0 mph (Vit= 194 mph). Refer to Section 6 for installation requirements to meet this wind rating. 5.4.3 Classification by ASTM D7158 applies to exposure category B or C and a building height of 60 feet or less. Calculations by a qualified design professional are required for conditions outside these limitations. Contact the shingle manufacturer for data specific to each shingle. 5.4.4 Refer to Owens Corning published information on wind resistance and installation limitations. 5.5 All products in the roof assembly shall have quality assurance audit in accordance with the Florida Building Code and F.A.C. Rule 61G20-3. 6. INSTALLATION: 6.1 Underlayment: 6.1.1 Underlayment shall be acceptable to Owens Corning and shall hold current Florida Statewide Product Approval,or be Locally Approved per Rule 61G20-3,per FBC Sections 1507.2.3, 1507.2.4 or R905.2.3. 6.2 Asphalt Shingles: 6.2.1 Installation of asphalt shingles shall comply with the manufacturer's current published instructions, using minimum four (4) nails per shingle in accordance with FBC Sections 1507.2 or R905.2, with the following exceptions: Berkshire6 shingles require minimum five(5) nails per shingle. i WeatherGuardHP shingles require minimum six(6) nails per shingle. Devonshire'"shingles require minimum six(6) nails per shingle. Starter Strip Shingle and Starter Strip Plus require minimum five(5) nails per strip. Refer to Owens Corning published information on wind resistance and installation limitations. 6.2.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1507.2.6 or R905.2.5. Staples are not permitted. 6.2.4 Where the roof slope exceeds 21 units vertical in 12 units horizontal, special methods of fastening are required. See figures below for details. 6.2.5 Minimum Nailing—Starter Strip Shingle and Starter Strip Plus: Felt underlayment Deck Fet underloyment Deck Werthe t.0 YYaatlradack® Sell-adhered wnda4anrnaet WeatherLocke undedayme Ddr M a4 low Dnp edge 'a/ 't' r/ale located Nails located Y•d'trom cave 2"-3"from save Install first Self-sealing adhesive Sd+saFrq awe Starter Stripp positioned Wong savewkh &a Strip e po"d"^'d d°q save shingle vvitlr `•.. wou 6"removed , 6yrear flue overhangs saws and rates VC-3/4' Starter Strip shingle overhangs saves and rakes/�"-'/l Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization!19503 F1.10674-1112 Revision 7:04/18/2016 Page 3 of 8 ERD TRINITY 6.2.6 Minimum Nailing—Classic' &Supreme: Normal Mansard or Area pare Normal Mansard or Ana pin Wind Areas High Wind de"vanes y Wind Areas High Wind aAavanes Y Area pan vintos nor hales Areas rientoa fwraa Area para vientos normal" Aram vierttos hra►b" (d 2' t r W 1. - Z- ls1 2. T r Exposure 6 NS"Exposwa Espoefefdn Expo"kida 6.2.7 Minimum Nailing—Berkshire®: Sealant strip Soalan strip La tba do sabdor Ls dra do whdor •a----► • 4----------► •4 ►• •.--�•��• • • • 9 Yt I 9 Yf 9/Y } 8 Ih" 8 W' 8µe° 8 W 1 1 t„ r Standard Fastening Pattern 6-Nail Fastening Pattern Sea6ntstrq La Sra do sdhabr .aa a s--►• •a a ---------- SWI.] 8W1' a a 2" As*k rooting cement Conaeto do Who do adalto Mansard or Steep Slope Fastening Pattern Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization x9503 FL10674-R12 Revision 7:04/18/2016 Page 4 of 8 TRINITY ERD 6.2.8 Minimum Nailing—Devonshire'": 1" 1 7• i 8" 1 8" i 8" i 7" � 1" ansa -- fWis ...... r r e• r Wei exposure $ee{arlt locetlon ? Expositi6n de 5 /fl pulp Ubicod6n del uk for Ten V Spots of Asphalt Roof Cement Standard 6-Nail Fastening Pattern Mansard or Steep Slope Fastening Pattern 6.2.9 Minimum Nailing— Duration®, TruDefinition® Duration, Duration* Premium Cool &TruDefinitionDuration Designer Color Collection: 4-Nall Fastening Pattern e-Nall Fastening Pattern fi••taaaa hsrn•q ane 1M•u aa•waae Tia a•a aaan wa,iyp" a+.To" 1^ 1r it ilr r 4187'0•afa" 471eE!= F1 F� F Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for Elopes Gmnw Than 21:12 eaw.e•aallnip anp a1dM 04To" r 12 1r 41n•sea• Fl.' pw r epM a AapI ROOM C•w•nl Mansard or Steep Slope Fastening Pattern Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-117 Certificate of Authorization#9503 FL10674-R12 Revision 7:04/18/2016 Page 5 of 8 TRINITY ERD 6.2.1 Minimum Nailing—TruDefinition Oakridge®,Oakridge®: 4 Nail Pattern 6 Nail Pattern Esqua w con 4 davos Esquerva cat 6 cows r r 1� 1 r 65/8"Exposure �� 5 518"Exposure Nail Exposfaande 33/Bp+d4• Claws Exposiacn de 53/8pdg. 65/8"Exposure Clams 5 618"Exposure Eq;osfd6nd#6618,puIj;L Exposiaen de 6 5/8 ping. Standard Fastening Pattern 6-Nail Fastening Pattern Fastening for f knm Greater Than 21:12 WNWMMnIne—wko N�q 1YP� r +r +r a.+aeon rar+•som aa.ysw am+rq e.m.r Mansard or Steep Slope Fastening Pattern 6.2.1 Minimum Nailing—WeatherGuard®HP: IfLae•narTtmtnk Ndi Lkw Exterior Research and Design,LLC. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 F1.10674-1112 Revision 7:04/18/2016 Page 6 of 8 1 TRINIIY ERD 6.3 Hip&Ridge Shingles: 6.3.1 Installation of Berkshire' Hip and Ridge Shingles, High Ridge, WeatherGuard' HP Hip and Ridge Shingles and ProEdge Hip&Ridge Shingles shall comply with the manufacturer's current published instructions, using four (4) nails per shingle. Installation of DuraRidge"" Hip & Ridge Shingles shall comply with the manufacturer's current published instructions, using two (2) nails per shingle. Refer to Owens Corning published information on wind resistance and installation limitations, including the use of hand-sealing for wind warranties. 6.3.2 Fasteners shall be in accordance with the manufacturer's published requirements, but not less than FBC 1S07.2.6 or R90S.2.S. Staples are not permitted. 6.3.3 Minimum Nailing–Berkshire® Hip&Ridge and High Ridge: Fig.1 4 Fig.2 �— pnlvalNngWntl OsaClon p TaPVlar Stl•Vler Nals Nsib \ 4 TeP La*wMW r 1 A pls 9 I I I A I I I i I Exp � I I I I I I 6.3.4 Minimum Nailing—WeatherGuard° HP Hip and Ridge: Fig.C Hip&Ridge Shingle Fastening Fig.A Y Y � Topvlaw PNIwPwq wllla ~Olroolbn AX M•ll• A i i Ns1Y NSIY A TI I I I —�l s' EYp0•IINI \\ 1 17 Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-1112 Revision 7:04/18/2016 Page 7 of 8 TRINITY I ERD 6.3.5 Minimum Nailing-ProEdge Hip&Ridge Shingles: Prevailing Standard r11•—� Wind DirectionFastening EWWIWM / Pattern ti' 12• Soal.nt Fntm 71h' 7�h' B•Ea'eain CWVWr F W=d FnbttWrt with Rwf CW"»M12'—� LN 6.3.6 Minimum Nailing—DuraRidge'" Hip&Ridge Shingles: Note:The drawings below pertain to minimum,as-tested attachment requirements. Refer to Owens Corning published installation instructions for their minimum requirements. %VW Din[i"n Top Vkw +— dWnWL*6&nwt v"rapW I 0.'t 24r • i i I r �dies I I 7. LABELING: 7.1 Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. 7.2 Asphalt shingle wrappers shall indicate compliance with one of the required classifications detailed in FBC Table 1507.2.7.1/R905.2.6.1. S. BUILDING PERMIT REQUIREMENTS: As required by the Building Official or Authority Having Jurisdiction in order to properly evaluate the installation of this product. 9. MANUFACTURING PLANTS: Contact the named QA entity for information on which plants produce products covered by Florida Rule 9N-3 QA requirements. 10. QUALITY ASSURANCE ENTITY: UL LLC–QUA9625; (414)248-6409; karen.buchmann@ul.com - END OF EVALUATION REPORT- Exterior Research and Design,I.I.C. Evaluation Report 037940.02.12-R7 Certificate of Authorization#9503 FL10674-R12 Revision 7:04/18/2016 Page 8 of 8 EXTERIOR RESEARCH& DESIGN, LLC. i NOV 2 ! 2017 Certificate of Authorization#9503 TRINITY ERD 353 CHRISTIAN STREET, UNIT #13 QOPCi''AilTIi�G St., OXFORD, CT 06478478 t;c4at��, FL (203) 262-9245 EVALUATION REPORT Polyglass USA, Inc. Evaluation Report P12060.02.09-R22 150 Lyon Drive FL5259-R26 Fernley, NV 98408 Date of Issuance:02/24/2009 (570)384-1230 Revision 22:03/13/2017 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 51h 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 IERD 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 l 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 job site at the request of the Building Official. This Evaluation Report consists of pages 1 through 14. Prepared by: The facsimile seal appearing was authorized by Robert Nieminen, P.E.on 03/13/2017. This does not serve as an electronically Robert J.M. Nieminen, P.E. �`'�' 9 �T%' signed document. Signed,sealed hardcopies have been ,t�cr`, ,'+ transmitted to the Product Approval Administrator and to the Florida Registration No.59166, Florida DCA ANE1983 �,.,,,,,,,,. 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 I ERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report,or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. TRINITY I 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 5`h Edition (2014) Florida Building Code through testing in accordance with the following Standards. Compliance is subject to the Installation Requirements and Limitations/Conditions of Use set forth herein. 2. STANDARDS: Section Property Standard Year 1504.3.1 Wind 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 5878) 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(TST 5878) Physical Properties PUSA-088-02-01 07/29/2009 MTI(TST 2508) Physical Properties JX20H7A 04/01/2008 MTI(TST 2508) Physical Properties RX14E8A 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 P30540.11.09-111 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 ERD(TST 6049) Physical Properties P33370.03.11 03/02/2011 Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization X9503 FBC NON-HVHZ EVALUATION FL5259-1126 Polyglass USA,Inc. Revision 22:03/13/2017 Page 2 of 14 TRINITY'ERD Enti Examination Reference Date ERD(TST 6049) Physical Properties P33370.04.11 04/26/2011 ERD(TST 6049) Physical Properties P37300.10.11 10/19/2011 ERD(TST 6049) Physical Properties P40390.08.12-1 08/06/2012 ERD(TST 6049) Physical Properties P40390.08.12-2 08/07/2012 ERD(TST 6049) Physical Properties C41420.09.12-3 09/11/2012 ERD(TST 6049) Wind Uplift P39680.03.13 03/04/2013 ERD(TST 6049) Physical Properties P45370.04.13 04/26/2013 ERD(TST 6049) Wind Uplift P1738.02.07-R2 04/29/2013 ERD(TST 6049) Wind Uplift 11757.04.01-1-R1 04/30/2013 ERD(TST 6049) Wind Uplift P41630.08.13 08/06/2013 ERD(TST 6049) Wind Uplift P11751.05.03-R1 11/26/2013 ERD(TST 6049) Wind Uplift P11781.11.03-R1 11/26/2013 ERD(TST 6049) Physical Properties P45270.05.14 05/12/2014 ERD(TST 6049) Physical Properties 6020.07.14-1 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-2 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-3 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-4 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-5 09/08/2014 ERD(TST 6049) Physical Properties 6020.09.14-6 09/08/2014 ERD(TST 6049) Physical Properties P46520.10.14 10/03/2014 ERD(TST 6049) Physical Properties P44360.10.14 10/07/2014 ERD(TST 6049) Physical Properties P43290.10.14 10/17/2014 ERD(TST 6049) Physical Properties PLYG-SC7550.03.15 03/24/2015 ERD(TST 6049) Physical Properties P40390.04.15 04/03/2015 ERD(TST 6049) Physical Properties PLYG-SC8080.05.15-1 05/20/2015 ERD(TST 6049) Wind Uplift PLYG-SC8905.05.16-1 05/17/2016 ERD(TST 6049) Physical Properties PLYG-SC8080.07.16 07/16/2016 ERD(TST 6049) Wind Uplift PLYG-SC12025.10.16 10/12/2016 ERD(TST 6049) Physical Properties PLYG-SC11900.03.17 03/10/2017 ICC-ES(EVL 2396) IBC Compliance ESR-1697 11/01/2014 Miami-Dade(CER 1592) HVHZ Compliance NOA 14-0717.08 01/22/2015 Polyglass USA Manufacturing Affidavit Products Current 02/18/2009 Polyglass USA P/L Affidavit Mule-Hide Cross Ltg 03/01/2008 Polyglass USA Materials Affidavit Polystick SA Compound 08/18/2011 UL,LLC.(QUA9625) Quality Control Service Confirmation Exp.04/24/2018 4. PRODUCT DESCRIPTION: 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: 4.2.1 Polystick MTS is a nominal 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced, surfaced with polyolefinic film surface; meets TAS 103. 4.2.2 Polystick MTS PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, surfaced with poly-film surface;meets TAS 103. 4.2.3 Polystick IR-Xe is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, with an aggregate surface; meets ASTM D1970. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorizotion#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 3 of 14 TRINITY ERD 4.2.4 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. 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/m' polyester fabric surface; meets ASTM D1970 and TAS 103. 4.2.7 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 ASTM D6222. 4.2.8 Polystick Dual Pro— is a nominal 60-mil thick dual-layer rubberized asphalt waterproofing membrane, fiberglass reinforced,with a polyester fabric surface; meets ASTM D1970. 4.2.9 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. 4.2.10 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 Bonded Underlayments: 4.3.1 Elastoflex G TU is a polyester reinforced, modified bitumen tile underlayment composed of an 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 D6380, Class M) in the"Single Ply System"from FRSA/TRI April 2012(04-12) beneath mechanically fastened tile roof systems. Elastoflex S6 G is for use as an alternate to Hot Asphalt applied "Cap Sheet' in the "Two Ply System" from FRSA/TRI 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 Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. 5.2 This Evaluation Report is not for use in the HVHZ. 5.3 Fire Classification is not part of this Evaluation Report; refer to current Approved Roofing Materials Directory for fire ratings of this product. 5.4 Polyglass Roof Underlayments may be used with any prepared roof cover where the product is specifically referenced within FBC approval documents. If not listed, a request may be made to the Authority Having Jurisdiction for approval based on this evaluation combined with supporting data for the prepared roof covering. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 4 of 14 I, TRINITY ERD 5.5 Allowable Roof Covers: TABLE 1: ROOF COVER OPTIONS Underlayment Asphalt Shingles Nail-On Tile Foam-On Tile Metal Wood Shakes slate &Shingles Elastobase Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) rElastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) r Polyglass G2 Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polyglass APP Base No Yes Yes No No No (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) Polystick MTS Yes Yes No Yes Yes Yes Polystick MTS PLUS Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes Polystick TU P Yes Yes Yes (See 5.5.1) No Yes Yes Polystick TU Plus Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick TU Max No Yes Yes (See 5.5.1) Yes No No Polystick Dual Pro Yes Yes No Yes Yes Yes rPolystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex S6 G Yes Yes Yes (See 5.5.1) No Yes Yes Elastoflex S6 G FR Yes Yes No No Yes Yes Elastoflex G TU Yes Yes Yes (See 5.5.1) No Yes Yes t F 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 5.5.1) No Yes Yes Mule-Hide SA-APP Cap Sheet Yes Yes Yes (See 5.5.1) No Yes Yes or SA-APP Cap Sheet(FR) 5.5.1 "Foam-On Tile"is limited to use of the following Approved tile adhesives/underlayment combinations. TABLE IA:ALLOWABLE TILE ADHESIVE/UNDERLAYMENT COMBINATIONS' Florida Product Adhesive Underlayments Approval Convenience Products'Touch'n FL14506 Polystick TU Plus,Polystick TU Max Seal StormBond Roof Tile Adhesive Dow TileBond'" FL717 Polystick TU P,Polystick TU Plus,Polyflex SAP or Tile Pro Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset'AH-160 FL6332 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) Polystick TU P,Polystick TU Plus,Polystick TU Max,Polystick Tile Pro, ICP Adhesives Polyset RTA-1 FL6276 Elastoflex G TU,Elastoflex S6 G,Polyflex G,Polyflex SAP,Polyflex SA Cap FR,Mule-Hide SA-APP Cap Sheet or Mule-Hide SA-APP Cap Sheet(FR) Polyglass PolyLok Roof Tile FL178SS Polystick TU Plus or Polystick TU Max Adhesive 'Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization X9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 5 of 14 ��TRINITYIERD 5.6 Allowable Substrates: 5.6.1 Direct-Bond to Deck: Polystick(all variations), Dual Pro,Tile Pro, Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet (FR)self-adhered to: New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood; ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed 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: r ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch-applied to: i 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 S6 G FR in hot asphalt to: Y 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: i 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. 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 1A or FBC 1609 for determination of design wind loads. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 6 of 14 TRINITY ERD 5.6.4.1 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: None Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet(FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga.x 1'/<"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. 5.6.4.3 Maximum Design Pressure=-105 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: WB-3000 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: Polystick TU P,Polystick TU Plus,Polystick TU Max,Polyflex SAP,Polyflex SAP FR,Mule-Hide SA-APP Cap Sheet and Mule-Hide SA-APP Cap Sheet (FR),self-adhered and back-nailed within the selvedge-edge side laps using 12 ga. x 1'/<"ring shank nails through 32 ga.,1-5/8"diameter tin caps spaced 12-inch o.c. 5.6.4.4 Maximum Design Pressure=-135 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: (Optional)PG 100 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=-315 psf: Deck: Structural concrete to meet project requirements to satisfaction of Authority Having Jurisdiction. Primer: PG100 or ASTM D41 Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: 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. 5.6.4.6 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. 5.6.4.7 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. 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 psf*: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: 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,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 7 of 14 TRINITY ERD 5.6.4.9 Maximum Design Pressure=-37.5 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)or two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 1-inch head diameter round metal cap nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. 5.6.4.10 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: One(1)layer ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 2-inch wide side laps and 4-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered Underlayment: 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. 5.6.4.11 Maximum Design Pressure=-45 psf*: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Two(2)layers ASTM D226,Type II felt Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 9-inch o.c.at the 2-inch wide side laps and 9-inch o.c.at two(2)equally spaced staggered center rows. Base Ply: (Optional;for use with self-adhering underlayment only)Polystick MTS PLUS,self-adhered Underlayment: 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. 5.6.4.12 Maximum Design Pressure=-45 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 18-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.13 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 9-inch o.c.at the 2-inch wide side laps and 12-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.14 Maximum Design Pressure=-52.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex Original Cap Nails Spacing: 6-inch o.c.at the 3-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 8 of 14 ��TRINITY�ERD 5.6.4.16 Maximum Design Pressure=-60 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: 11 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.17 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 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 G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.18 Maximum Design Pressure=-67.5 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: 12 ga.x 1.25-inch long x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 8-inch o.c.at the 4-inch wide side laps and 8-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. 5.6.4.19 Maximum Design Pressure=-75 psf: Deck: Min. 15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, CMG #14 HD with OMG 3"Galvalume Steel Plates, OMG Roofgrip#14 with CMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: 10-inch o.c.at the 4-inch wide side laps and 10-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: Simplex MAXX Cap Fasteners Spacing: 6-inch o.c.at the 2-inch wide side laps and 6-inch o.c.at two(2)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.21 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#12 Standard Roofgrip or CMG#14 Heavy Duty with CMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at 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. 5.6.4.22 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at three(3)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 9 of 14 TRINITY ERD 5.6.4.23 Maximum Design Pressure=-90 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: Dekfast#14 with Dekfast Hex plates, 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 o.c.at the 4-inch wide side laps and 9-inch o.c.at four(4)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G, applied in full mopping of hot asphalt or torch-applied or Polyflex G, torch- applied. 5.6.4.24 Maximum Design Pressure=-97.5 psf: Deck: Min.19/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase or Mule-Hide Nail Base(poly-film top surface) Fasteners: 11 ga.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 4-inch o.c.at the 4-inch wide side laps and 4-inch o.c.at four(4)equally spaced staggered center rows. Base Ply: (Optional)Polystick MTS PLUS,self-adhered Underlayment: 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 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. 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.x 1.25-inch x 3/8-inch head diameter annular ring shank roofing nails at 1-5/8-inch diameter tin caps Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at four(4)equally spaced staggered center rows. Primer: PG100 or ASTM D41 primer at all tin-caps Base Ply: Polystick MTS PLUS,self-adhered Underlayment: 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 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface for hot-asphalt or torch-applied cap or poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or OMG#14 Heavy Duty with OMG 3"Round Metal Plates or CMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.4.28 Maximum Design Pressure=-120 psf: Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: Elastobase(sanded top surface) Fasteners: Trufast#12 DP or Trufast#14 HD with Trufast 3"Metal Insulation Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or Elastoflex S6 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 10 of 14 TRINITY ERD 5.6.4.30 For mechanically attached Base Sheet, the maximum design pressure for the selected assembly shall meet or exceed that required under FRSA/TRI April 2012(04-12),Appendix A,Table 1A. Alternatively, the maximum design pressure for the selected assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC 1609. 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, MTS PLUS, TU P, TU Plus, TU Max, Dual Pro, Tile Pro or Elastoflex G TU shall not be left exposed for longer than 180-days after installation. Polyflex SAP or SAP 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 S6 G or Elastoflex S6 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 5.3, Note 1 of ASTM D1970-09,should be established as to slip resistance. 6. INSTALLATION: 6.1 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. 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 Shall be installed in compliance with the codified requirements for ASTM D226,Type II underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. 6.3.2 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 G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt or Polyflex G or Polyflex G FR,torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 11 of 14 00TRINITY ;ERD 6.4 Polystick MTS, MTS PLUS, IR-Xe,TU P,TU Plus,TU Max, Dual Pro,Tile Pro or MU-X or Polyflex SAP, Polyflex SAP FR, 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 D197O underlayment in FBC Sections 1507 for the type of prepared roof covering to be installed. Note: 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 5.3, Note 1 of ASTM D197O-09,should be established as to slip resistance. 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, 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 Ib. hand roller to ensure full contact and adhesion. 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). 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 PG5O0 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 PG5O0 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-Ib 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 Ib roller)or small areas of the roof that are not accessible to a large roller or broom. 6.4.3 Tile Applications(not allowed for Polystick/R-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. 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 12 of 14 rTRINITY ERD 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,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. 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 G TU,Elastoflex S6 G or Elastoflex S6 G FR: 6.5.1 Elastoflex G TU, Elastoflex 56 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 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ 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 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. ✓ Elastoflex S6 G FR is for use as an alternate to"Mineral Surface Roll Roofing" (ASTM D6380,Class M)in the"Single Ply System" from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the "Two Ply System"from FRSA/TRI April 2012 (04-12) beneath mechanically fastened tile roof systems. 6.5.2 For hot-asphalt-applications, Elastoflex G TU,Elastoflex S6 G or Elastoflex S6 G FR shall be fully asphalt-applied to the substrates noted in Section 5.6. Side laps shall be minimum 3-inch and end-laps minimum 6-inch wide, off-set minimum 3 feet from course to course. Side and end laps shall be fully adhered in a complete mopping of hot asphalt with asphalt extending approximately 3/8-inch beyond the lap edge. 6.6 Polyflex G or Polyflex G 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 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 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. Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 13 of 14 �l ]TRINITY'ERD 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. 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 MTS, 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. 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.Rule 61G20-3 QA requirements. 9. QUALITY ASSURANCE ENTITY: UL, LLC—QUA9625;(314)578-3406;k.chancellor@us.ul.com -END OF EVALUATION REPORT- Exterior Research and Design,LLC. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 . Page 14 of 14