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Home My WebLink AboutProduct Approval ,Florida.Buildiilg Code Online Page 1 of 2: I D ,� L �wj` �' 'i,N •'�.. t ,rr s .svj - t �s sr ? t"t �- � .BCIS H=e Cog In Uses kegistratien ': Hot Torics Submit surcharge t Stats @,Facts "Publicahens FBC,staff y SCIS Stte Map Links Search )Prodluct•Approval d b r �ciuct Atrrg�sl D!,{7 L�b>YB.RII.otg-I..uat>AppII cad on D etaII £ FL# FL5259-1126 Application.Type, Revision Code version 2014 Application Status Approved Comments Archived I Product'Manufacturer POLYGLASS USA Address/Phone/Email 150 Lyon Drive Fernley,-NV 89408 (570).384-1230 Ext 242 jakins@polyglass.com Authorized'Signature lames'Akins j6kins@polyglass.com Technical Representative James E."Akins Address/Phone/Email 555.0akridge Road Humboldt Ind. Park Hazleton, PA 18202 (800).894-4563 akins@polyglass.com Quality Assurance Representative Ariel Lender Address/Phone/Email 1111 W. Newport Center Drive Deerfield Beach,FL 33442 (954):233-1230 A Lender@pol yg lass,com Category Roofing Subcategory U nd eria yments Compliance Method Evaluation Rep'ortfrom a Florida Registered Architecrora Licensed Florida Professional Engineer Evaluation Report-Hardcopy Received Florida Engineer or Architect Name who•developed Robert Nleminen the Evaluation Report Florida.License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 04/24/2018 Validated,By John W-:Knezevich,'P,E W Validation Checklist- Hardcopy Received Certificate of.Independence FL.5259 R26 COI 2017 01 COX Nieminen,gdf Referenced Standard and Yeah(of Standard) standard Year ASTM D1970 2009 ASTM D226 2006 ASTM D6164 2065 ASTM:D6222 2008 ASTM(3154 2006 ASTM G155 2005 FM 4474 2004 .http;!/vvm?v floridabuilding:org/pr/pr_app_dtl:aspx?param=wGEVXQmrtDgvbS'gAaZp3Crk... .6/23/201.7 .Florida.Building Code Onfine Page 2 of 2. FRSA/TRI April 2012 2012 TAS,103 1995 UL 1897 2004 Equivalenceof Product Standards Certified:By. Sections from the.Code Product Approval`Method Method 1 Option D Date Submitted 03/13/2017 Date Validated 03/22/2017 Date,Pending FBC Approval 03/22/2017 Date Approved 06/13/2017 Summary of Products FL?t Model,.Number-or Description Name 5259.1 Polyglass Roof Roofing underlayments Underlayments Lim-its of Use Installation Instructions Approved for use in HVHZ:No FL5259 R26 11 2017 03 FINAL ER POLYGLA55 UNDERLAY 1ENT5 FL5259- Approved foruse outside HVHZ:Yes RIG odf Impact Resistant:N/AVerified_By:;Robert Nieminen PE-59166 Design,Pressure`,+NJAJ-622.5 Created by Independent Third Party:Yes' Other: 1.)The design pressure In this Evaluation Reports application relates to one particular FL5259 1126 AE 2017 03 FINAL ER,POLYGLASS UNDERLAYMENTS FL5259- undeiiaymentsystem(over concrete RZG,pdf deck)for use.under foam-on file systems Created by Independent Third Party;Yes (where the underlayment forms.part of theload-.path) Refer to ER.Section 5.6.4` for other-systems,other deck types and associated maximum design pressures. 2.) Refer to ER.Sectlon 5 forother.11mits of use. flack Netrt Contact lJs::2601 Blair Stone Road Tallahassee FL 32399 Phone:850=487-1824. The.State of Florida is an Aa/EEO employer.Coovnnht 2'007-2013 State of Flcrida.::'Privacy Statement::Accessibility Statement::ReAind Statemenr Under Florida law,email addresses are;'public records.If you do not.want your e-mail address released in response'to a pub lc-records request,do'not send electronic mall to this entity.Instead,contact theoffice by phone.or by traditlonalmall..If you have any questions,please contact 850:487.1395.*pursuant to Section 455.275(1),Florida Statutes,;effective Octcber 1,-2012,licensees licensed under Chapter 455,.F.S.•must provide the Department with an emall.address If they have one.The em ails provided may be used for official canmuncaton with the licensee.However"email addresses Are public record.df:youdo not wish to 'supply a personal.address,please provide.the Department with an email address which can bemadeavallable'to the publlc.To determine If you are:a licensee under Chapter 455,F.S.,please click re. Product Approval Accepts: 0 D99 aG.hr:,l Credit Card http://mTww.floridabuilding.org/pr/pi_app_dtl:aspx?paratn=wGEVXQwtDgvbS.gAaZp3Crk.:_. 6/23/2017 EXTERIOR RESEARCH @&DESIGN,LLC. ' Certificate oƒAuthorization A9503 \ � 3S3CHRISTIAN 5TREF[' UN—|T#13 ��" TKI U OXFORD,[TU6478 ' (203) 262-9245 EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P12060.02.09-R22 150 Lyon Drive FL5259-1126 Fernley, NV 98408 Date of Issuance:02/24/2009 (570)384-1230 Revision 22:03/13/2017 Scopc: This Evaluation Report is issued under Rule 611320-3 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 Sth Edition (2014) Florida Building Code sections noted herein. DESCRIPTION: Polyglass RomfQnderaymeot Umaumm: 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 ofthis Evaluation Report by the named client constitutes agreement to notify Robert Nierninen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Tr\nitylERD requires a complete review of this Evaluation Report relative toupdated Code requirements with each Code Cycle. Aovsnnacrmsmr: The Evaluation Report number preceded by the vxuvds "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. |mspccT|mm: Uponrequest, acnpyofthisentireEva|uat\nnReportshaUbeAroxidedtotheusarbythemanufactuperorhs distributors and shall be available for inspection at the job site at the request of the Building Official. This Evaluation Report consists ofpages lthrough 14. Prepared by: �~ The facsimile seal appearing was authorized urRobert w/emmen' x' p.s.onaVz3/nur. This does not serve asaoelectronically Robert J,K8.Niemminen,P'E. s/Kneudocument. Signed,sealed oammnies have been transmitted tothe Product Approval Administrator and tothe Florida Registration No.59166Florida DCA ANEl98J named client CERTIFICATION c»INDEPENDENCE: 1. Trinity!ERD does not have, nor does it intend to acquire orwill it acquire, a financial interest in any company manufacturing or distributing products itevaluates. Z. Trinityl 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 isabuilding code evaluation. Neither Trinity(ERDnor Robert Nieminen, P.E. are, inany way,the Designer nfRecord 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. ERD1 TRINITY . I 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 Sill 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 PS110.04.07-1 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 Certificote ofAuthori2otion#9503 FBC NON-HVHZ EVALUATION FL5259-R26 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: 41 MecHanically,Fastened Underlayments: :. .v 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.lJnderfeyments 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 MT__ S PLUS is a nominal 60-mil thick rubberized asphalt waterproofing membrane, glass fiber reinforced, /'s—urfaced with poly-fiT' rface; meets TAS 103. 4.2.3 Polystick IR-Xe is a homin 60-mil thick rubberized asphalt waterproofing membrane,glass fiber reinforced,with an aggregate surface;mee STM D1970. 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 3 of 14 �\J TRINrry#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/m2 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 3Mechanically;Fastened`and/or Bonded Underlayment5: 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. 5. LIMITATIONS: 5.1 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. 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 Certificote of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 4 of 14 . TRINITY ERD 5.5 Allowable Roof Covers: TABLE:1:-.ROOF COVER,OPTIONS C• 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) Elastobase P Yes Yes Yes Yes Yes Yes (Base Sheet in 2-ply system) (Base Sheet in 2-ply system) 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 PoLy S Yes Yes No Yes Yes Yes Polystick IR-Xe Yes No No No Yes Yes ` 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 Polystick Tile Pro Yes Yes Yes (See 5.5.1) Yes Yes Yes Polystick MU-X Yes No No Yes Yes Yes Elastoflex 56 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 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. � u 1 l ABLE lA:ALLOWABLE TILE ADHESIVE�.UNDERLAYMENT COMBINATIONS <: s Adhesive Florida Product Underlayments Approval Convenience Products'Touch'n FL14506 Polystick TU Plus,Polystick TU Max Seal Storm Bond 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 FL17855 Polystick TU Plus or Polystick TU Max Adhesive 1 Refer to Tile Manufacturer's or Adhesive Manufacturer's Florida Product Approval for Overturning Moment Resistance Performance. Exterior Research and Design,U.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization 119503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 5 of 14 C •�' ai l TRINIT Y ER© i 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: `r New untreated plywood;ASTM D41 primed new untreated plywood; Existing plywood;ASTM D41 primed existing plywood; New or existing, unprimed OSB; ASTM D41 primed OSB; Southern Yellow Pine; ASTM D41 primed Southern Yellow Pine; ASTM D41 primed structural concrete; Huber Engineered Woods "ZIP System" Panels (designed and installed to meet wind loads for project). Note: Polyglass does not require priming of new or existing plywood or OSB sheathing. New or existing plywood or OSB sheathing should be cleaned of all dirt and debris prior to application of Polystick membranes. Elastoflex G TU, Elastoflex S6 G or Elastoflex S6 G FR in hot asphalt to: ➢ ASTM D41 primed structural concrete. Polyflex G or Polyflex G FR torch-applied to: ASTM D41 primed structural concrete.. 5.6.2 Bond-to-Insulation: Polystick(all variations), Polyflex SAP or SAP FR, Mule-Hide SA-APP Cap Sheet or SA-APP Cap Sheet(FR) self-adhered to: ➢ ASTM C1289, Type ll, Class 1 polyisocyan u rate 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: ➢ 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: i% 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,U.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization 719503 FBC NON-HVHZ EVALUATION FL5259-R26 Polyglass USA,Inc. Revision 22:03/13/2017 Page 6 of 14 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 1X"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 1Y4"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)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=-315 psf: Deck: Structural concrete 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,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 .I TRINI-ry'ERD s 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: it 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,Poly-flex 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 �� u ��I� �I8 8 ��v�' ^ ��16 Maximum Design Pressure=-60 ps 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-S/8-imhdiameter tin caps Spacing: [+mcho.c.atthe 4-inchwide side laps and*inchoz.atthree(y)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 - Deck: x»m.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: CMG#z2Standard nnofgnnwith DxxGFlat Bottom Metal Plates Spacing: 12'inchoz.at the 4-inchwide side laps and zz'mch^.c.attwo(a)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. S.6-4-zo : 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. Vndedayment:Bamnf|ex s Tu or Bastof|exsG s' applied in fv|| mopping of hot asphalt o,to,ch'vpp|ied or po\pUex G' torch- applied. sa�.19 Maximum Design Pressure=-75 psf: Deck: Min.zs/]u-inchplywood u,meet project requirements tosatisfaction ufAuthority Having Jurisdiction. Base Sheet: Polyglass G2 Base or Polyglass APP Base(requires use of torch-applied underlayment) Fasteners: memfast#14 with ockfa,t Hex plates,oxxa#14*o with oxxa s^6o|va|vme Steel Plates,oxoG noufg,p#14 with OMG Flat Bottom Plates (AccuTrac), Trufast HD with Trufast 3-inch Insulation Plates or Simplex MAXX Cap Fasteners Spacing: zO'inchv.cat the 4-inch wide side laps and 1G-inch o.c.at three(3)equally spaced staggered center rows. Undedaymeot:8agoOexs Tu o,8astoflexs6 s' applied in full mopping dhot asphalt or torch-applied or po|vVex G, torch- applied. u.s-4-zo 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 MAXxCap Fasteners Spacing: 6-incho.cntthe z'i^,xwide side laps and s-inchoz.at two(z)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 ' Deck: Min.z513z'inchplywood«,mee�p^�m�nequinememstos�iu�c�onnf4u�omvHammo]ur�dirbon. Base Sheet: 8amobase(sanded mvsvr�ceforhot-asphalt o,torch-applied cap n,poly-film surface for torch-applied cap) Fasteners: OMG#12 Standard Roofgrip or CMG#14 Heavy Duty with OMG 3"Round Metal Plates or OMG Flat Bottom Metal Plates Spacing: s'mchoz.at the 4-mchwide side laps and 6'incho.c.otthree(3)equally spaced staggered center rows. Underlayment:Elastoflex G TU or Elastoflex 56 G,applied in full mopping of hot asphalt or Polyflex G,torch-applied. 5.6.«z2 ' Deck: Min.15/32-inch plywood to meet project requirements to satisfaction of Authority Having Jurisdiction. Base Sheet: e|as»obase(sanded top surface) Fasteners: Tmta`t#zzopo,T,ufastwz**owith Trufasts^Metal Insulation Plates Spacing: s'mcxo.c.at the 4'mchwide side laps and 6-inchoz.otthree(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,uc Evaluation Report P12060.02z*m22 anva"te ofAuthorization#9sm racwom-xvxzEVALUATION po2s9-n2e Polyglass USA,Inc. Revision 22:03/13/2017 Page qof 14 i 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,OMG Roofgrip#14 with CMG 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 OMG Flat Bottom Metal Plates Spacing: 6-inch o.c.at the 4-inch wide side laps and 6-inch o.c.at five(5)equally spaced staggered center rows. Underlayment: Elastoflex G TU or 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 the systems carry a Maximum Design Pressure of-45 psf. Exterior Research and Design,I.I.C. Evaluation Report P12060.02.09-R22 Certificate of Authorization#9503 FBC NON-HVHZ EVALUATION FL5259-RZ6 Polyglass USA,Inc. Revision 22:03/13/2017 Page 10 of 14 ~ . . ^ � ,J TRNIU U \E�� ^�� 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/TR|April ZQlZ(O4-12),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 F8C16O9. |nthis case, Zones Zand ]sha|| employ an attachment density designed by qualified design professional to resist the elevated pressure criteria. Commonly used methods are AN5|/SPR|VVD1' 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 ZOl6)for Zone 2/3enhancements. 5.7 Exposure Limitations: [|ustobase' Bastobase P' Po|yg|ass G2 Base or Po|yg|ass 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. Pn|ystick WITS, KnT3 PLUS,TU P,TU Plus,TU Max, Dual Pro, Tile Pro or Bastoflex GTU shall not be left exposed for longer than 18O-daysafter installation. Pn|yOexSAP or SAP FR' or Mule-Hide 3A-APP Cap Sheet o, 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. E|astof|exS6 G or E|aotnflexSO G FR o/ Po|yOexG or Po|yflexG FR does not have an exposure limitation, unless the prepared roof covering is to be adhesive-set tile (8aotnflew 56 G orPnlyOex G only), in which case the maximum exposure isl8Odays. 5.8 Polystick MU-X has been found through comparative testing to have a lesser coefficient of friction than ASTM D226 roofing felt inadry condition,tested atstandard laboratory conditions. Agreement between purchaser and seller, an 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 Dndedaymentsshall 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 toremove any dust and debris prior to application,and prime the substrate(if applicable). 6.3.1 Shall be installed in compliance with the codified requirements for ASTM D226,Type If underlayment in FBC Sections ISO7for the type ofprepared roof covering tobeinstalled. §3.Z Non-Tile Applications: Reference is made to the current edition of the NRCA Steep-slope Roofing Manual and ARMA recommendations for installing shingle under|aymen<sand flashings Hastobaae, Bastobase po,Mule-Hide Nail Base may becovered with a layer nfPo|ystick, po|Vf|eaSAp or SAP FR' Mule-Hide SA-APP Cap Sheet or SA-APP cap Sheet (FR), Dual pro o, Tile Pro' self-adhered, E|astoflex G TU' Elastoflex S6 G or Elastoflex S6 G FIR in hot asphalt or Polyflex G or Polyflex G FIR,torch applied. 6.3.3 Tile Applications: Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table I herein,using the instructions noted above asaguideline. Exterior Research and Design,uc Evaluation Report pzu06uo2»*oo Certificate ofA.marizouo"e95m pocmom-*xuzEVALUATION po25*n26 pv4g/ussUSA,Inc. Revision 22:03/13/2017 Page 11m14 • � fy.-•tea ERD 6 4 PolysticiC MTS;MTS PLLiS,IR Xe,TU P TU Plus,TU Max,Dual Pro,Tile Pro or•MU X or Polyflex SAP,Polyflex SAP FR, Mule tilde SA APP Cap 5heet:or_M,ule;HSA APP Cap Sheet(FR) Y �. 6.4.1 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. 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 D1970-09,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 k the top sheet to the end of the glue pattern (the sheet will overlap the fabric). T View of Ovelap Seam of Dual Pro and Tile Pro All over-fabric and over-granule end-laps shall have a 6-inch wide, uniform layer of Polyplus 50 Premium Modified Wet/Dry Cement or Polyglass PG500 Modified Cement applied in between the application of the lap. Polystick TU Plus, Dual Pro and Tile Pro may not be used in any exposed application such as crickets,exposed valleys, or exposed roof to wall details Repair of Polystick membranes is to be accomplished by applying Polyplus 50 Premium Modified Wet/Dry Cement or 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-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 IR-Xe or Polystick MU-X): Reference is made to FRSA/TRI April 2012(04-12) Installation Manual and Table 1 herein, using the instructions noted above as a guideline. For mechanically fastened tile roofing over 2-ply system,consisting of Base Sheet and self-adhering top sheet(s), Base Sheet fastening shall be not less than FRSA/TRI April 2012(04-12),Table 1. For adhesive-set tile applications,refer to Section 5.6.4 herein. For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 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-RZG Polyglass USA,Inc. Revision 22:03/13/2017 Page 12 of 14 ° . ~ ' � TRINITY l'-"^�� 6.4.4 Two(2)Ply Underlayment Systems: Po|ysdchMTS nrMTS PLUS followed byPdystichMTS,MTS PLUS,TUP'TUPlus,TUMax,Tile Pro,k0U-%orPolyflex SAP|sallowable for use under mechanically attached prepared roof systems. Limits ofuse 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 ifaZ-p|yundedaymentsystem isdesired. 6.5.1 E|amoflexGTU,Elastof|exSIS GorE|amoflexS6 GFIR shall beinstalled incompliance with current Po|yg|asspublished installation requirements. For use intile applications: Bastof|exG TU is for use as an alternate to "Mineral Surface Roll RuofinQ° (ASTM D6380, [|ao, K8) in the "Single Ply System"from FRSA/TR1 April 2012(04-12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the"Two Ply System"from FRSA/TRl April 2012 (04-12) beneath mechanically fastened or adhered tile roof systems. `/ ElastofleuS6 G is for use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380,Class M)in the"Single Ply System" from FRSA/TR| Apri| 2012 (04'12) beneath mechanically fastened tile roof systems or the Hot Asphalt applied "Cap Sheet" in the ^Tmu Ply System" from FRS//T0 April 2012 (04'12) beneath mechanically fastened or adhered tile roof systems. � E|astofleuS5 G FIR|sfor use as an alternate to"Mineral Surface Roll Roofing"(ASTM D6380'Class K4)in the"Single Ply System" from FRSA/TRl 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-aopha|t-app|ications' E|astoflexGTU,BostofexSIS GorE|astoflaxSIS GFIR shall befully asphalt-applied tnthe substrates noted in Section 5.6. Side bps shall be minimum 3-inch and end-laps minimum 6-inch wide' off-set minimum feet from course tncourse. Side and end laps shall hefully adhered inacomplete mopping ofhot asphalt with asphalt extending approximately 3/8'inchbeyond the lap edge. 6.6.1 Polyflex G or Polyflex G FIR shall be installed in compliance with current Polyglass published installation requirements. For use intile applications: V Pohyfleu G is for use as an alternate to the Heat Applied "Cap Sheet"in the"Two Ply System"from FRSA/TR/April 2012(04-12)beneath mechanically fastened or adhered tile roof systems(Base Sheet Limited per 5.6.3). / Pn|yOeu G FIR is for use as an alternate tothe Heat Applied applied "Cap Sheet" in the "Two Ply System" from FRSy/TR|April IO12(O4-12)beneath mechanically fastened tile roof systems(Base Sheet Limited per 5.6.3). 6.62 PalyOex G or Po|yMexG FIR shall befully torch-applied tothe substrates noted in Section 5.6. Gide laps shall be minimum ]-inch and end'|apsminimvm 6-inch wide, off-set minimum 3 feet from course hocourse. 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 pzaoo u2u+R22 Certificate«f^"th"mm^mnmem3 mcmom-xv*zEVALUATION o52s*oz6 pv4glasoo�/nc Revision 22:03/13/2017 Page 13o*z4 ° ` ~ , ~~ / U �� -� m n��u �� o o ^—"`�° 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 Po|yQ|asupub|ished requirements for tile staging. 6.72 Battens and/or Cuunter-baUens, 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 nail- boards,to prevent tile sliding and/or damage to the underlayment during the loading process. mi|'buards,topreventti|edidingand/ordamagetu1heundednymentdurin#the|oadingproress. 6.73 For nail-on tile systems over Polystick MTS,battens are required for loading/staging of the tile. 6.74 For nail-on tile systems over Po|ystichMTS 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 ofself-adhering membranes and before loading ufroofing tiles isforty-eight (48)hours. J' BuummG 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—{\UA9U25;(514)578'3406;k.chanceUorovs.u|zono - sNDOFEVALUAT|ONREpORT- Exterior Research and Design,I.I.C. Evaluation Report r12osouza*mo Certificate of Authorization#9503 rmcmom*xxZ EvxLuAnow pa25em6 pvkglaeUSA,Inc. Revision zz:oa/13/a o Page mofm Florida.Building.Code Online. Page 1 of 2; _m rx � BCIS Home Log In .User RegisVatioh. Hot Topics ; Submit:Surcharge ( Stats&Facts Publicabons FBC Staff _ BCIS Site.Map Links Search b i Product,Approval USER:'PUbrc User p[s�t CK,Malh_0;j>. p ctcr.Pc d�G+arion tiG.s.L"i;->t'�f,'.{�c�i ,�;i S>,AppIication DOM l• KIR—Re FL.9 FL18355-R2 Application-Type Revision Code Version 2014 Application'Status Approved Comments Archived (.. Product Manufacturer TAMKO Building Products,Inc. Address/Phone%Email PO.Box 1404 Joplin,MO 64802 (417)624-6644 'Ext 2305 kerrl_eden@tamko.com Authorized Signature. Kerri Eden keiTi_ed en @ta niko.co m Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Roofing Subcategory Asphalt Shingles Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer .Evaluation Report-Hardcopy Received Florida,Engineer orArchitect Name who developed Zachary R. Priest the Evaluation Report Florida License PE-74021 Quality Assurance Entity- 'UL LLC Quality Assurance.Contract Expiration Date 01/07/2019 Validated By Locke Bowden !;"Validation Checklist- Hardcopy Received Certificate of Independence FL1835S 92 COI TBP13001.2 FBC 2014 ProductEvaluation Report Shingles.pdf Referenced Standard and Year(of Standard) Standard Year ASTM`D 3161 2009, ASTM D 3462 2009 ASTMD D 7158 2008 TAS'100 1995 EqulvalenceW Product Standards Certified'By Sections from the Code .http://ww«1:floridabuilding:org/pr/pr_app_dtl.aspx?param=wGEVXQwtDquvosrHazGXQ.-.. 6/12/2017 Florida Building Code Online Page 241 Product Approval Method Method 1 Option D Date Submitted 12/16/2015 DateNalidated 12/18/20.15 Date Penciing FBC Approval 12/19/2015 Date Approved 02/10/2016 Date Revised o 5/09/2017 Summa ;of Products FL 4f Model Number or Name Description 18355.1 Glass=Seal,Elite..Glass-Sea 1, ASTM D;3462 asphalt shingles and hip and ridge shingles Heritage,Heritage Premium, Heritage Woodgate,Heritage Vintage,Hip and Ridge,and vintage Hip and Ridge Shingles Limits of Use Installation Instructions Approved VZ for use.in HHYes FLIS35S R2"II T,015001 2 FBC 2014 Product Evaluation Approved for use.outside HVHZ:Yes Repp t_Zhingles.odf Impact Resistant: N/A Verified By::Zachary R. Priest PE-74021 Design Pressure:N/A Created by Independent Third Party:Yes, Other:See evaluatlon,report for limits of use. Evaluation Reports FL1SgSS,R? AE_TBPiS001 Z FBC2014 Pitaduct_Evaltlation Report Shingle's.cdf - Created by Independent Third Party:Yes Back_ [Next Contact'us 7601 Blair stone Road.Tallahassee:FL 32399 Phone;850-187=1824 Tine-State of Flonda'ts en RWeEnemployer.L[xwrloh[20077013.Sta[e of Flrnda.a:.Pnvary Statement .AnessiblliN S>atemenT;:Refuncf5tatemert under.Florida i8W,emall addresses ara public records.if you do:not want your e-mall.addressTeleased In response to a`public-records request,.-pont-send. electronic.mail to this entity.instead;contact the office by-phona:ol'by traditional'mall.if lou have'any c}1estons,._please'contaCt850.487.1395:-Pursuant to Section 45S.275(1),Florida Statutes,effective October.1,2012,licensees licensed tinder Chapter-455,F.S.must prow de,the Department with an email address if they have one.Thec.efnalls provided may be used for official cailmuNcation with the licensee.However email addresses are public record.if you do not wish to a personal-address;please provide&*Department with an>.mail'addresswhi h can be madeavailable to the pudic.To detemmne if you area licensee under. Chapter 455,F.S„phase:click here. - - -Product.Approval Accepts: R}c<ti Cred1t Card ,Safe httpaimrww:florid alauilding:orgr'pr;pr_app jtl:aspx?paratn=wGEVXQwtDquvosrHazGXQ... 6112/201.7 ' Certificate of Authorization No. 29824 17520 Edinburgh Dr Tampa, FL 33647 TECHNICAL SERVICES, LLC (813)480-3421 EVALUATION REPORT FLORIDA BUILDING CODE 5T"EDITION(2014) Manufacturer: TAMKO BUILDING PRODUCTS Issued December 14,2095 220 West 4" Street Joplin, MO 64801 (417)624-6644 Manufacturing Plants: Joplin,MO Phillipsburg,KS Frederick,MD Dallas,TX Tuscaloosa,AL Quality Assurance: UL LLC(QUA9625) SCOPE Category: Roofing Subcategory: Asphalt Shingles Code Sections: 1507.2.5, 1507.2.7.1, 1523.6.5.1 Properties: Physical properties,Wind Resistance,Wind Driven Rain REFERENCES Entity Report No. Standard Year PRI Construction Materiali Technologies(TST5878) TAP-043-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-051-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-054-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-114-02-01 TAS 100 1995 PRI.Construction Materials Technologies(TST5878) TAP-117-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-130-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-131-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-165-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-280-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-303-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-307-02-01 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-314-02-01 Rev 2 TAS 100 1995 PRI Construction Materials Technologies(TST5878) TAP-315-02-01 ASTM D 6381 2008(2013)el PRI Construction Materials Technologies(TST5878) TAP-317-02-01 TAS 100 1995 UL LLC(TST9628) 02NK9507 ASTM D 3161 2009 UL LLC(TST9628) 04NK24366 ASTM D 3462 2009 UL LLC(TST9628) 05NK28006 ASTM D 6381 2008(2013)e1 UL 2390 ASTM D 7158 2008d UL LLC(TST9628) 06NK03898 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 08CA59132 ASTM D 3161 2009 .UL LLC(TST9628) 09NK07896 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 1OCA50498 ASTM D 3462 2009 UL LLC(TST9628) 10CA64882 ASTM D 3161 2009 UL LLC(TST9628) 11NK14014 ASTM D 3161 2009 ASTM D 3462 2009 UL LLC(TST9628) 12CA24551 ASTM D 3161 2009 UL LLC(TST9628) 4786110543 ASTM D 6381 2008(2013)el UL LLC(TST9628) 4787043752 ASTM D 8161 2009 UL LLC(TST9628) 4787148748 ASTM D 7158 2008d ASTM D 3161 2009 ASTM D 3462 2009 TBP15001.2 FL18355-R2 Page 1 of 11 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS. CREEKAsphalt Shingles TECHNICAL SERVICES,LLC PRODUCT DESCRIPTION Elite,Glass-Seal® 12-1/4" x 36", ASTM.D 3161, Class F and ASTM D 7158, Class H self-sealing, 34ab (Frederick,Joplin& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 3161, Class F and ASTM D 7158, Class H self-sealing, 3-tab (Frederick& asphalt shingle with fiberglass mat coated on both sides with asphalt and surfaced with Tuscaloosa) ceramic granules complying with ASTM D 3462. Glass-Seal 12-1/4"x 36", ASTM D 7158, Class H self-sealing, 3-tab asphalt shingle with fiberglass (Joplin) mat coated on both sides with asphalt and surfaced with ceramic granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Heritage@ 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick; reinforced, laminated architectural asphalt shingle surfaced with mineral granules Joplin,Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas,Frederick, reinforced, laminated architectural asphalt- shingle surfaced with mineral granules Phillipsburg& complying with ASTM D 3462. Tuscaloosa) Heritage@ Premium 12' x 36", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Frederick) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage@ Vintage® 17-112"x 40",ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass reinforced, (Phillipsburg) laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462, Heritage@ Woodgate 13-1/4" x 39-3/8", ASTM D 3161, Class F and ASTM D 7158, Class H fiberglass (Dallas&Frederick) reinforced, laminated architectural asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Heritage®Woodgate 12" x 36-3/8", ASTM D 3161, Class F fiberglass reinforced, laminated architectural (Frederick) asphalt shingle surfaced with mineral granules complying with ASTM D 3462. Shingles shall be used in the non-HVHZ only. Hip and Ridge Shingles 12-114" x 12", ASTM D 3161, Class F fiberglass reinforced; hip and ridge asphalt (Frederick&Joplin) shingle surfaced with mineral granules complying with ASTM D 3462. Vintage@ Hip and Ridge 12" x 12", ASTM D 3161, Class F fiberglass reinforced, hip and ridge asphalt shingle (Phillipsburg) surfaced with.mineral granules complying with ASTM D 3462. TBP15001.2 FL18355-R2 Page 2 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. r. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LLC INSTALLATION Elite Glass-Seal® Basic Wind Speed(V„it): Max. 194 mph (Frederick,Joplin& Basic Wind Speed(Vwd): Max. 150 mph Tuscaloosa) Deck(HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 19/32 in. plywood or wood plank for Glass-Seal. new construction; Min. 15/32 in. plywood existing (Frederick,Joplin(Non- construction. HVHZ)&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-1/8 inch exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using '`6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-1/8-inch exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. NAILS Nailing -'` -.... r -------- .._..- -718" Area ._.----............................__...._....::_:_..: . ...--.. _-r_.......- 5-'118„ Edge Figure 1. Elite Glass-Seal&Glass-Seal 4 Nail Pattern(Non-HVHZ only) NAILS Nailing - ..... -j ._...... _.. _... f-718�� Ar82t _ :.:.._ �.....::r T51 -11811 But Edge Figure 2. Elite Glass-Seal&Glass-Seal 6 Nail Pattern TBP15001.2 FL18355-R2 Page 3 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any.product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. k- TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage® Basic Wind Speed(V,,,i): Max. 194 mph (Dallas,Frederick,Joplin, Basic Wind Speed(Vasd): Max. 150 mph Phillipsburg&Tuscaloosa) Deck(HVHZ): In accordance with FBC.requirements; & Solidly sheathed min. 19132 in. plywood or wood plank for Heritage®Premium new construction; Min. 15/32 in. plywood existing (Dallas, Frederick construction. Phillipsburg&Tuscaloosa) Deck(Non-HVHZ): In accordance with FBC requirements; & Solidly sheathed min. 15/32 in. plywood or wood plank for Heritage®Woodgate new construction;Min.7/16 in.OSB existing construction. (Dallas&Frederick) Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5-518 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using"6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5-518 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below. FASTENERS NAIL ZONE COMMON BOND Epo�URE 5-618" 1" �— 12-1/211--�w�t- 12-318" —�-- 12-1/2'L-� �--1" Figure 3. Heritage®, Heritage®Premium, and Heritage®Woodgate(Dallas) 4 Nail Pattern (non-HVHZ only) FASTENERS NAIL ZONE COMMON BOND - EXPOSURE 5-518" 1"—►) �1-�-"112"-6�1-�-112"-�t- 7-8f8"-�1-7-11�"-►�-7-112"� �M—'1" Figure 4. Heritage®&Heritage®Premium 6 Nail Pattern TBP15001.2 FL18355-R2 Page 4 of 11 This evaluation report is provided,for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout.the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. y. TAMKO BUILDING PRODUCTS CREEKx Asphalt Shingles TECHNICAL SERVICES,LLC NAIL°Zt�NE! • ETENERS COIVIN101V,BOND E3(POSURE 5 51a" + i" k7.1/2+7-112' 7-M+-112+7-11 �-V Figure 5. Heritage®Woodgate 6 Nail Pattern f Common Bond FASTENERS ; – m4}y.., {+./��...'.M �`C^%F-A, ,.%fY,`%X X„•.;r:yK_\.. '.!'Y Y ..'',x: -. ; �X 7 {W Y El — 39-318" Figure 6. Heritage®, Heritage®Premium, &Heritage®Woodgate Alternate 6 Nail Pattern PAINT LINE 7-7I8" --=- --------_--....................--. ._._-.. _ -_._. ••--- .... NAIL ZONE EDGEOF . 6-1I8" COMMON BOND EXPOSURE 5-518"' ACCEPTABLE' FASTENER LOCATION DO NOT FASTEN ALONG EDGE OF ..._._ry......... - - COMMON BOND . ,PREFERRED FASTENER LOCATION Figure 7. Heritage®(Tuscaloosa) Expanded Nail Zone (Vail patterns from Figures 3, 4, and 6 may be placed in the nail zone as described above TBP15001.2 FL18355=R2 Page 5 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage®Premium Basic Wind Speed(Vint): Max. 194 mph (Frederick) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood. or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance.with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. . Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern"detailed below: NAIL ZONE/ FASTENERStrOMMON BOND 511/2" tEXPOSURE 5" 11"— ---- 12 -- I--1111---- �-1 It Figure 8. Heritage®Premium (Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ FASTENERS COMMON BOND 51/2" EXPOSURE 5" 4 1 1"� ( -91/2'L4_ 1 9t--* '3" 9112" 1+1-1 t� Figure 9. Heritage®Premium (Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 6 of 1.1 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LLC Heritage®Woodgate Basic Wind Speed(V„it): Max. 194 mph (Frederick) Basic Wind Speed(Vasa): Max. 150 mph. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"4 Nail Pattern"or"6 Nail Pattern'detailed below. NAIL ZONE/ FASTENERS COMMON BOND AP Y VT 5-112" EXPOSURE 5" 11" -+-12-3/8" - 11-1- Figure 1" Figure 10. Heritage®Woodgate(Frederick) 4 Nail Pattern (non-HVHZ only) NAIL ZONE/ NY FASTENEf�S COMMON BO KiT 5-112" EXPOSURE 5° 9_31g"-+3+9.142"*�Ir� Figure 11. Heritage®Woodgate(Frederick) 6 Nail Pattern TBP15001.2 FL18355-R2 Page 7 of 11 This evaluation report is.provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any.product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. ' TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Heritage®Vintage® Basic Wind Speed(V„1=): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ); In accordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new.construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with.FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Refer to the manufacturer's application instructions when installing shingles at slopes greater than 21:12. Installation(HVHZ): Installed with 5 in. exposure in accordance with RAS 115 and manufacturer's published installation instructions. Shingles shall be attached using "6 Nail Pattern" detailed below. Installation (Non-HVHZ): Installed with 5 in. exposure in accordance with FBC requirements and manufacturer's published installation instructions. Shingles shall be attached using either"5 Nail Pattern"or"6 Nail Pattern"detailed below. 4Y 9Ex�m ndav � ,,•hb�:h b, F=enus Pt3it s e U. •—rr---vim—►�+—saro•—+}+—��ra } •IF. •1 Figure 12. Heritage®VintageO 5 Nail Pattern (non-HVHZ only) Match tR Faste nen Ns>a — -~-r•�= — —� — —'� — -`—"`�- — =`"='1.- zone 17-r!r s era x a,Vr 7-&r--- AA -&r_, ,. Figure 13. Heritage®Vintage 6 Nail Pattern TBP15001.2 FL18355-R2 Page 8 of 11 This evaluation report isprovided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. _ TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC Hip&Ridge Basic Wind Speed(Vuit): Max. 194 mph (Frederick&Joplin) Basic Wind Speed(Vasd): Max. 150 mph Deck(HVHZ): In accordance with.FBC.requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction;_ Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): In accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBG requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5-1/8 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. Directiofn of prevailing wind Start 5-1/8" exposure ere - 4 ' I Mart Figure 1 here 5-1/8"exposure ++ lip SA Fastener Fastener 1�I I) Figure Figure 2 �� Figure 3 Figure 14. Hip&Ridge (Frederick&Joplin) TBP15001.2 FL18355-R2 Page 9 of 11 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty.installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES,LLC Vintage®Hip&.Ridge Basic Wind Speed(V„ii): Max. 194 mph (Phillipsburg) Basic Wind Speed(Vasa): Max. 150 mph Deck(HVHZ): Inaccordance with FBC requirements; Solidly sheathed min. 19/32 in. plywood or wood plank for new construction; Min. 15/32 in. plywood existing construction. Deck(Non-HVHZ): Irl accordance with FBC requirements; Solidly sheathed min. 15/32 in. plywood or wood plank for new construction;Min.7/16 in.OSB existing construction. Underlayment: In accordance with FBC requirements. Min.slope: 2:12 and in accordance with FBC requirements. Installation: Installed with 5 inch exposure in accordance with the FBC and manufacturer's published installation instructions. The direction of the exposed end shall be away from the prevailing wind. DirectiO4n of prevailing wind htarrt 5 �" exposure i II Start here 5" exposure Figure 1 rFastener Faatenelr i- 5-1/2 !! Figure 2 1 Figure 3 Figure 15. Vintage®Hip&Ridge(Phillipsburg) TBP15001.2 FL18355-R2 Page 10 of 11 This evaluation report is provided.for State of Florida product approval under Rule 81 G20-3. The manufacturer shall:notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. TAMKO BUILDING PRODUCTS CREEKAsphalt Shingles TECHNICAL SERVICES, LLC LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) The roof deck and the roof deck attachment shall be designed by others to meet the minimum design loads established for components and cladding and in accordance with FBC requirements. 3) The mean roof height shall be restricted to a maximum 33 ft in the HVHZ. 4) Classification to ASTM D 7158 applies to exposure B&C with a building mean.roof height of 33-ft or less. 5) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 6) Shingles shall be installed starting at the eave in horizontal layers such that the laps shed water from the deck. 7) Installation of the evaluated products shall comply with this report, the FBC, and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and code compliant detail shall prevail. 8) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61G20-3. COMPLIANCE.STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code 5rh Edition(2014)as evidenced in the referenced documents submitted by the named manufacturer. ,�� ,eeee�\P.. E N p'�'F'� 2015.12.14 N r 13.44.19 No 74021 * W . —05100' ►� STATE OF U %�T'•.� P -��.` Zachary R.Priest,P.E. R .• �&ee Florida Registration No.74021 Organization No.ANE9641 CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC.does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R. Priest, P.E. does not have, nor will acquire, a financial interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial interest.in any other entity involved in the approval process of the product. END OF REPORT TBP15001.2 FL18355-R2 Page 11 of 11 This evaluation report is,provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty, installation, recommended use,or other product attributes that are not specifically addressed herein. Florida.Buildmg.Code,00"irie; Pagel af2l. _ s -' trv� fik{ E,CiSHcine Logir, Us Reglstrattcri`.j :ki6 Tbp4 Subm t5urtharg,e 1 Stats&F.k s '-.Pubii6bons `":F6CSt9fr}.:SCIS Slke.i'3a{i j Lmks„ ��Seardi. �p9 U$C11�$ � Produc#Approval Profe$s�bnal = uSsen.eGbpcusar e U.fl?n Pri�xtAr-c?�atoifucL"cr:4pdi�.cvf'?��A�rl�cestori��t5'ApbllcaUOrr.petail , � � FL:# TL2418-R9 Application.Type_ Revision Code�Version '201A Applfcation'StatUs Approe2d MApproved by OePR Approvals by D..6 shall be:reviewed,and.ratified by the POC and/or the Commission If necessary: Comments:: Archived l Pi'odudManufacturer Maxim InBusYries,Inc. AddiessOhone/Email- 16,30 Terre Colony.CoUrt Dallas,TX 75212=6221 05-202 Info C�rtiaw mskyl ig lits:eom Authorized Signature DarVid Thbrntoii. , " I�fo:@tnaxirnskyligktsicom ' Technical.kepresentaiive Address%Phori eJE mail, `Quality Assurance Representative Addre.Ssjkone[E mall Category 5 Ybghts, sutcategory`. Skylight C6iriptiah6d;Methad Certification Mark°or-Listing Certiflcatio. Agency National;Accreditation,,&.Management:IMSMUW.:: milidabed,By fVational AccreditationManagemept'Institiite; Ketetenced':Sndard and YearC of'Standardl ;ta'ridard Year TAS 201 1994. `TAS-202 1994. TASz 2'03 1994. 1:46N lence"of Product::Staniiarils Ceitifled<fiq Product Approval'Method. Method.1 Option?A DatelSubmitted. 07/10/2015 Date Validated 07/16JZ015 Date Pending FBC Approvaf Qate;A,proved 07/25/201$ liftp!/vvww:•floridabu lding orWpr/pr,,app_dtl.aspx?p.aram=wCrEVkQwtDgslIJBZ ' :Q3iiu::. 7/29/.20:L5 F oriddBuildmg,,, ode:C,nline: Page 2 of:2 ry Sum—marSdin-mary of.:POdducts FL3t: Nigdelr,.Numberor Name: ,Description 2418:1 Dade Cuiii Mount Skylight poiy�artioriate:Glazed Aluminum'5kylig'fit Limits of t)se Certification Agency,Certificate, 4ppr9yeo for use'in AVIA 2,Yes FL2438 ;is C Ck Ni (lgi96A Ra Bio Apprgved far use outside HVHZ.'Yes. quality Assurance Coritlact'Expiratiori"Date: Impact Resrstani:: es 12f31/2Q17 Design..p,ressure:+607=,60 rMallati6nInstrudtions OthersPLr' N }z fT i 'stt7_riifi Vetlfied Sy Natlonai'Accreditation SL,.Plana geme tInstitu . Created try-Iridependerit.Thlri Party: Evaluation Reports -PL241a $ L 'Evartlatitrn (y' ortTBA "�-Q, _n1,L)df' Treated tty Independent.Thlyd."Party:.Yes 2:418'.2 Dade`Self Flashing Skylight Polycarbonate'Giaied AiuminumlSky_iigfit Limits ot'use - ��— Certificatron'Agency Certificate Approved for use:.in HVHZ:Yes PL2 ¢ P:9"G"CAC U1,009' 84$40 Apptavetl for use'.autside tiVHZ'Yes' quality Assutance Cat tract Ezpiratiori'Dat'e, ImpactResrstant:Yes. '12/31/ZQ17 Oesigm,'p ressu re:;+§Q/-6o I nstaiiatio n 3 nstructio ns Other, Verified By^ National Accreditatld`ri&Management Institute, Created 6y Iridependarit Third Party:, Evaluation Reports kl 6 R9 At' valuation k4port''T6'A 3$-i77 5 02 odf Created by Independent Third Paity,Yes: ..x;irJ4 Nrxf �Qr,1�@�t51Y,.;7.9+4 Nor -(+tonroe str,e�t 7e�h3:seeR 3^a95phra#e �str={@7 2t32,�: The Stag of Fioticia'is an AWyE 9 employer.'Caovrloht-2nn7.7n13.St3te of Flonda,;;rpnvacv SratEmere, Accessbl tv staremenRirund Statement Undef Flplida IaW.Eme ad�'t'eS af@"pUt�IIC'rflci7rcl, If yOiA'do n(it viant yCUt a-fn811 eddre55 Y41C9S@tl In rO�OfiSe CO d'�UC111C Y$COrd3 pE�UCS<;dp;nOC;S,eh[) etearon#c ota<f to this eiibty Inst ad,_iontact the:otfice by ph or bv;>!'adi6anaf rr#ail.if You hav 'ary i}testiIXS;,ptea� vita t54487 a335 *ri�ranCto sect}«145527(li Fkrida"StaUJta5;eff@rCiverJttolieri 2012;Iirenseeslli.n darder.ChapterhS5;F5 mustpCawdetheGep timent#Hithanerlall.ad .ssiP. They,haye:'dlFe the emelts provldeC may be Srsed�for offishI comm Ur tarigt Wide tr:C Ilceraee.FlawzveF etral4 addresses Are put�#lt record,:if you do not:i4lsh t;i suppty a persrn8+address;,"please provit the Depart tent with an emai#addm s vruch can be mace avaNatde to the pu�tic.7o;tletemYir C ff:you are a t#cer see under: Chapter.455,F.S.;please:clickf era; RMduUq Approval Accepter Lo Ittp hvww£lordabuilcing.orglprlpr_aPP`cttl.asp-x`�param=cvGEVkQwtDgsl I7BZ ' Q3Yzu.., 7129.i2t3I5= _ L ¢ MAXIM INDUSTRIES, INC. N o a SELF FLASHING SKYLIGHT LL INSTALLATIONANCHORAGEDETAILS LUW W O _ W¢ uj OF a ¢� o � a a � m ¢ rc GENERAL NOTES: INSTALLATION NOTES: 3"MAX.FROM 12"MAX. 1.THIS PRODUCT IS DESIGNED TO COMPLY WITH THE HIGH CORNERS TYP. O.C.TYP. VELOCITY HURRICANE ZONE(HVHZ)OF THE 2010 FLORIDA 1.ONE(1)INSTALLATION ANCHOR IS REQUIRED AT EACH BUILDING CODE(FBC).THE PRODUCT DETAILS CONTAINED ANCHOR LOCATION SHOWN. N c �- HEREIN ARE BASED UPON SIGNED AND SEALED TEST o i O REPORT ATI 01-43381.01 AND ASSOCIATED LABORATORY 2.THE NUMBER OF INSTALLATION ANCHORS DEPICTED ARE ° DRAWINGS. THE MINIMUM NUMBER OF ANCHORS TO BE USED FOR w PRODUCT INSTALLATION. 3"MAX.FROM •• o < o 2.ADEQUACY OF THE EXISTING STRUCTURAL FRAMING AS A CORNERS TYP. w F Y MAIN WIND FORCE RESISTING SYSTEM CAPABLE OF 3.FOR INSTALLATION INTO WOOD ROOF DECK,USE#12 U 7 go WITHSTANDING AND TRANSFERRING APPLIED PRODUCT WOOD SCREWS OF SUFFICIENT LENGTH TO ACHIEVE 1 318 ?O N MO LOADS TO THE STRUCTURE IS THE RESPONSIBILITY OF INCH MINIMUM EMBEDMENT.MINIMUM EDGE DISTANCE IS t/1 U N } y 2 ~ m THE ENGINEER OR ARCHITECT OF RECORD. 1 INCH. WZ�'Z m Z in p x -6 , 3.IN AREAS WHERE WIND-BORNE DEBRIS PROTECTION 4.MINIMUM EMBEDMENT AND EDGE DISTANCE EXCLUDE m O~ Z-6 o a REQUIREMENTS EXIST USE OF AN APPROVED IMPACT WALL FINISHES,INCLUDING BUT NOT LIMITED TO •I =w m N p N PROTECTIVE SYSTEM IS NOT REQUIRED. STUCCO,FOAM,BRICK VENEER AND SIDING, g g¢ 12"MAX. •I 92.50" MAX. 97 114" 102" w a �> 4.SKYLIGHT MATERIAL:6063-T6 EXTRUDED ALUMINUM. 5.INSTALLATION ANCHORS SHALL BE INSTALLED IN MAX SKYLIGHT INNER AND OUTER DOME MATERIAL: ACCORDANCE WITH ANCHOR MANUFACTURER'S O.C.TYP. MAX. O.A. O.A. MAX. o w W POLYCARBONATE(NOA 12-0605.05) INSTALLATION INSTRUCTIONS AND ANCHORS SHALL •I I• O.A. INT. O.A. U)' NOT BE USED IN SUBSTRATES WITH STRENGTHS LESS D.L.O. SKYLIGHT FRAME FLANGE w THAN THE MINIMUM STRENGTH SPECIFIED BY THE O fi ANCHOR MANUFACTURER. I• LENGTH FRAME LENGTH LENGTH Z "a9 LENGTH pI Nig¢ 6.INSTALLATION ANCHOR CAPACITIES FOR PRODUCTS I9� HEREIN ARE BASED ON SUBSTRATE MATERIALS WITH THE FOLLOWING PROPERTIES: J & e A.WOOD-MINIMUM SPECIFIC GRAVITY OF 0.42. 44.50"MAX.O.A. D.L.O.WIDTH Robert J.Amoruso,P.E. 48"MAX.O.A.INT. ForfaaP.E.No.491sz SKYLIGHT FRAME WIDTH 49 1/4"MAX.O.A. t �i•--- ,¢: DOME FRAME WIDTH 54"MAX.O.A. TABLE OF CONTENTS FLANGE WIDTH '' Digitally signed by Robeit,J.Amoruso,P.E. SHEET REV. SHEET DESCRIPTION DESIGN PRESSURE RATING(PSF) IMPACT RATING DN:cn=Robert 1 Amoruso,P E,o:PTC--;.,, 1 — NOTES,ELEVATION BANCHOR LAYOUT LARGE MISSILE ELEVATION & ANCHOR Product De5lgn Group,LLCou FLP.E::... ±60.0 No.49752,FBPE Cert.of Auth.No.25935; 2 — SECTION VIEWS IMPACT LAYOUT email=tobert@ptc-corp.com,c=US Date:2013.12.11 11:14:08-05'00' a = 1. Minimum#12 fastener by others.Pre-punched Installtion holes 3"from each corner,maximum 12"on center.Minimum penetration=1-318". 2. .060"X 1.5"X 1.75"6063-T6 extruded aluminum retaining angle.Aluminum angle mitered and welded @ four corners. V N 3. 47.5"X 95.5"UV Enhanced outer polycarbonate dome(NOA:#12-0605.05)@ 8"height on test sample(dome height varies per skylight size but not less than the larger of 10%of N the dome's span or 4"). o 4. 7.5"X 95.5"UV Enhanced inner polycarbonate dome(NOA:#12-0605.05)@ 4"height on test sample(dome height varies per skylight size but not less than the larger of 10%of w the dome's span or 4"). �F o 5. OSI PR256 urethane sealant.Located between aluminum retaining angle and outer dome&between inner dome and aluminum frame. 6. Sealant tape.1"X.125"located between outer and inner domes. LU @ w 7. 6063-T6 extruded aluminum frame.Aluminum frame mitered and welded four corners. 8. #12X 1.75"fastener.One fastener located equidistant from each corner.Four fasteners per skylight. 0- a g a 9. #10 X.375 18-8 stainless steel fastener.Located 4"from each corner,maximum 11"on center. 10. All units equal to or less than the total square footage or the test specimen,36 square feet,will be accepted under this approval.Width and/or height of tested unit cannot be m a exceeded. 11. The light-transmitting plastic shalt be mounted a minimum of 4 inches above the plane of the roof on a self-flashing 0.060"Aluminum Frame meeting the requirements of types of construction in accordance with the 2010 FBC,Sections 2610.2 and 2612.4.5.1.1 and the 2010 FRC,Section R4412.1.4.5.1. Outer Polycarbonate Dome O3 u ax 0 Inner Polycarbonate Dome ® w o wN #12 Stainless Steel Fastener with a neoprene gasket.One fastener ® i located equidustant from each go 0 Sealant corner.(Four fasteners per w>-N r m ..2 F m skylight) W.0^ W 'm „z Sealant Tape �z z o o g 010 X.375"stainless steel fastener Uj ui p Sealanta @ z w g Wn- 4"from each comer,maximum 11" 9O 2 `S W x Condensation Gutter on center. LU n U.mk O .060"Extruded Aluminum Ft!quj 2 O Retaining Angle 0.060"Aluminum Frame 7 Design Pressure: 60psf+/- g Minimum#12 wood screw with min,1-318"embedment into 3"Installation Flange substrate receiving point. Installation holes 3"from each comer,maximum 12"on center. Robert J.Amoroso,P.E. Florida P.E.No.49752 rr ", Digitally signed by 1-3/8 Min. i Robertl.Amoruso, Self Flashing Model Embedment °DN:cn=Robettl. Roof deck,covering and framing by AAs�'"?Fs R'N' : Amoroso,P.E., PY :o✓ ce"4�ogw.' o=PTC Product others.All roof details shah comply *�� h>.� with Chapter 15 of the 2010 FBC and = ,� � �'pesign Group,LLC, Chapter 9 of the 2010 FRC. U 1 r=ou=FL P.E.No. bbl�'rAia OF +v• :� ,c poi sora` 49752 FBPECert,of nsroNa .r Auth:No,25935;` email=robes pti\; corp.com,r_US Date:2013.12.11 `__%" 11:13:49-05'00'