Press Alt + R to read the document text or Alt + P to download or print.

No preview available

The URL can be used to link to this page

Home My WebLink AboutProduct Approval fix— ,{r BQS Home Log In! User Registration Hot Topics ! Submit Surcharge t Stats.&Facts i, Publirationsn j. FBGStaff 1 BCiS Site Map � times i Search Ora Product Approval USER:Public User RECEIVED Product Approval Meru>Product or Avoliratlan Search> pl C inn C,i4t>Application Detail ° ..µ DEC 0 9 AIR TL# aFL�654'-1214 —''"+ 2016 Application'Type Revisions PERMITTING Code version 2014 St. Lucie Count Application Status Approved y, i L Comments Archived Product Manufacturer P©LYGL 'SSUSA Address/Phone/Email 15 yonI ve d.�Fernley�NV 89408 (57�0)�384y1230 Ext 242 jakl'ns@polyglassaoin�.' Authorized Signature James Akins jakins@polyglass.com Technical Representative Steve Wadding Address/Phone/Email 150 Lyon Drive femley,NV 98408 (602)363-7139 stevew@polyglass.com Quality Assurance.Representative, James Akins Address/Phone/Email 555 Oakridge Road Humboldt Industrial Pkwy Hazleton,PA 18201 (800)894-4563 jakins@polyglass.com Category -Roofing Subcategory Modified Bitumen,Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a licensed Florida Professional-Engineer t i Evaluation Report-Hardcopy Received Florida Engineer or-Architect Name who developed Robert Nieminen the Evaluation Report .Florida License PE-59166 Quality Assurance Entity UL tL@ Quality.Assurance Contract Expiration Date 1107 or I s Validated By John W:Knetevich,PE 2�1 Validation Checklist-Hardcopy Received Certificate of Independence FI-16S4 R19 COI. 2016 01 :COI Nieminen.odf Referenced Standard and Year(of Standard) Standard Year ASTM D6162 2000 ASTM D6163 2000 ASTM D6164 2005 ASTM D6222 2008 ASTM D6509 2009 FM 4470 1992. FM 4474 2004 Equivalence;of Product Standards Certified By Sections from the-Code Product Approval Method Method 1 Option D Date Submitted 04/16/2016 Date Validated 04/19/2016 Date Periding FBC Approval 04/20/2016 Date Approved 06/08/2016 Summary,of'Products FL# Model,Number or Name Description 1654.1 -Polyglass SBS and APP SBS and APP modified bitumen roof systems Modified Bitumen Roof Systems Ciinits of Use Installation Instructions. Approved for use in HVHZ:.No FL1654 R19 iI'.2016 04`FINAL Al ER POLYGLASS MODBA FLi(554_ Approved for use outside HVHZ:Yes 1119:6df. Impact Resistant:N/A Verified By:Robert Niemine_n PE-59166 Design Pressure:+N/A/-622.5; Created byIndependentThird Party;Yes Other:1.)The design pressure in this Evaluation Reports - application relates to one particular assembly RA654 Rig AE 2016 04 FINAL...ER POLYGLASS MODBIT FLi654- over concrete.deek..Refer to the ER,Appendix for ,R1 Ddf other systems and.deck types.2.)Refer to ER; Created by Independent Third Party:Yes Section 5for other Limits of Use. Back Next Contact Us.::2601 BlaICs=6 Road,Tallahassee F132399 Phone:8504874824 The State of Florida is an AA/E£O employer.Couvnaht 7067-2013 State of Florida.::Privacy Statement::Accessibility statement:.Refund Statement Under Florida law„email addresses ane.public.records.:If you do,not.want your e-mail address-.released in response to a public-records request,do not send electronic mail to this entity.,Instead;contact the office,by phone or by traditional`mail.If you have any questions,.please contact 850.487.1395.'Pursuant.to section 455.275 (1),Florida Statutes,effective October 1;2012;ricensees licensed under Chapter 455;-F.S.must provide,the Department with-an email address ifthey have one.The emans providedmay be used for official communication with thelicensee.However email addresses are public record:It you do not wish to supply personal address, please providethe.Department with An,email'addmss.w_hich can be,made availableto the public.To-determine if you am a licensee under Chapter 455,F.S.,please click here. ' Product Approval Accepts: Credii:Gard Safe = ” �t EXTERIOR RESEARCH&DESIGN,LLC. i � Certificate of Authorization#19503 �� 353 Christian Street !NITYEOxford,CT 06478 PHONE:(203)262-9245 FAX:(203)262-9243 EVALUATION REPORT Polyglass USA,Inc. Evaluation Report P9290.02.08-1117 150 Lyon Drive FL1654-1119 Fernley,NV 89408 Date of Issuance:02/11/2005 Revision 17:04/18/2016 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. The product described herein has-been evaluated for compliance with the St'Edition(2014)Florida Building Code,sections notedherein. DESCRIPTION: Polyglass SBS and APP Modified Bitumen Roof Systems LABELING: Labeling,shall be in accordancewith the requirements the. Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This.Evaluation Report is valid until such time as the named product(s)changes,the referenced Quality Assurance.documentation changes,.or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named .client constitutes agreement to. notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity)ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle: ADVERTISEMENT:The Evaluation Report number preceded by the words `Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion-of the Evaluation Report is displayed,-then itshall';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 5i plus a 45-page Appendix. Prepared by: 'yE'.'-•F 1 E'Vii. r. Lrrr The facsimile seal appearing was authorized Robert J.M.Nieminen,P:E. t4;cso •�� r S by Robert Nleminen,P.E:on 04/18/2016 ir �LL.V= This does not same as an electronically signed document Signed, Florida Registration No.59166,Florida DCA ANE1983 +hihru . sealed hardcoples have been transmitted to the Product Approval Administratorand to the named client CERTIFICATION OF INDEPENDENCE: 1. Exterior Research&Design,LLC.d/b/a Trinity I ERD does not have,nor does it intend to acquire or will it acquire,a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity I ERD is not owned, operated_or controlled by any company manufacturing or distributing,prodiicts it evaluates. 3. Robert Nieminen,P.E.does not have nor willacquire;a financial interest inanycompany 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 Trinityl ERD nor Robert Nieminen, P.E.are,in any way,the Designer of Record for any project on which this Evaluation Report,or previous versions thereof,is/was used for permitting or design guidance unless retained specifically for that purpose: I TRIOL ER® ROOFING SYSTEMS EVALUATION: 1. SCOPE: Product,Category: Roofing Sub-Category: Modified Bitumen Roof Systems Compliance;Statement: Polyglass SBS and APP Modified Bitumen Roof Systems,as produced by.Polyglass USA,Inc., have demonstrated compliance with the following sections of the Florida Building Code through testing in accordance with the following Standards. Compliance is-subjeq.to the Installation Requirements and Limitations./ Conditions of Use set forth herein. 2. STANDARDS: Section PropertV Standard Year 15043:1 Wind FM 4474 2004 1504.7 Impact, FM 4470 1992 1507.11.2 Physical Properties ASTM D6162 2000 1507.11.2 Physical Properties ASTM D6163 2000 1507.11.2 Physical Properties ASTM D6164 .2005 1507.11.2 Physical Properties ASTM D6222 2008 1507.11.2 Physical Properties ASTM D6509 2009 3. REFERENCES: Enti Examination Reference, Date ERD(TST6049) Physical Properties P104.90.10.08-2 10/30/2008 ERD(TST6049) FM 4470/4474 P13760.09.09 09/10/2009 ERD(TST(5049) FM 4470/4474 P13770.09.69 09/10%2009: ERD(TST6049) FM 4470/4474 P30S40.11.09-R1 11/30/2009 ERD.(TST6049) FM 4470/4474 P3055012.09 12/02/2009 ERD(TST6049) Physical Properties. P33960.12.10 12/30/2010 ERD(TST6049) FM 4470/44.74 P33970.03.11 03/15/2011 ERD(TST6049) Physical'Properties P37590.03:13-3A 03/06/2013 ERD(TST6049) FM 4470/4474 P39680.03.13 03/04/2013 ERD.(TST6049) Physical Properties P37590.03.13=1-R1 06/26/2013 ERD(TST6049) Physical Properties P37590.03.13-2-Ri 07/01/2013 ERD(TST6049) Physical Properties P37590.07.13-2 07%01/2013 ERD(TST6049) Physical Properties P37590.03.13-5-111 07/01/2013 ERD(TST6049) Physical Properties P37590.07.13-1 07/02/2013 ERD(TST6049) FM 4470/4474 P41630.08:13 08/06/2013 ERD(TST6049) Physical Properties P45940.09.13 09/04/2013 ERD(TST6049) Physical Properties P44370.10.131 10/04/2013 ERD.(TST6049) FM 4470/4474 SC6160.11.14 11/10/2014 ERP(TST6049) Physical Properties PLYG-P45440SC.03.15-1 03/31/2015. ERD(TST6049) Physical Properties SC5170.05A5 05/08/2015 ERD(TST6049) FM 4474 SC8085.05.15 05/19/2015 ERD(TST6049) FM 4470/4474. SC8905.15 01/18/2016 ERD(-TST6049) Physical Properties SC5170.12.15 12/29/2015 ERD(TST6049) FM 4470/4474 SC9455.15 04/01/2016 FM Approvals(TST1867) FM 4470 2W7A7.AM 08/04/1994 FM Approvals(TST1867) FM 4470 OD3A3.AM 04/04/1997 FM Approvals(TST1867) FM 4470 2DOAO.AM 12/23/1998 FM Approvals(TST1867) FM 4470 2D5A9.AM 06/22/1999 FM APP (TST1867) FM 4470 3006646 '01/04/2000 .ovals ) FM Approvals(TST1867) FM 4470 3001334 01/25/2000 FM Approvals(TST1867) FM 4470 3001334 02/15/2000 FM Approvals(TST1867) FM 4470 3000857 01%12/2000 FM Approvals(TST1867) FM 4470 3004091 01/12/2000 Exterior Research and Design,LLC Evaluation Report 139290.02.08-1117 Certificate of Authorization#9503 FL1654-R39 Revision 17:04/18/2916 Page 2 of 5 NITYIERD Entity Examination Reference Date FM Approvals(TST1867) FM 4470 Jooisin 05/02/2001 FM Approvals(TST1867) FM 4470 3012321 07/29j2002 FM Approvals(TST1867) FM 4470 3014692 08/05/2003 I'M Approvals(TST1867) FM 4470 3014751 08/27/2003 FM Approvals(TST1867) FM 4470 3007170 01/13/2004 FM Approvals(TS;t1867) FM 4470 3019317 06/30/2004 FM Approvals(TST1867) FM 4470 3020703 07/30/2004 FM Approva Is(TST1867) I'M 4470/4474 3018332 01/31/2006 FM Approvals(TST1867) FM 4470/4474 3023368 03/26/2006 FM Approvals(TST1867) FM 4470/4474 3024594 05/23/2006 FM Approvals(TST1867) I'M 4470/4474 3023458 07118/2006 FM Approvals(TST1867) FM 4470/4474 3030668 09/12/2007 FM Approvals(TST1867) FM 4470/4474 3032172 06/12/2009 FM Approvals(TST1867) FM 4470/4474 3049631 04/2112014 PRI(TST5878) Physical'Properties PUSA-062-02-01 12/04/2007 PRI(TST5878). Physical Prope'rties PUSA-0-61-02-0-2 01/28/2008' PRI(TST5878) Physical-Properties PUSA-064-02-02 02/27/2008 PRI(TST5878) Physical Properties PUSA-062-02=02 22/0412008 Miami-Dade(CER1592) H.VHZ Compliance Various NOAs Various Miami-Dade(CER1592) Proposal for Review 10-0823 10/121/201.0 UL LLC (QUA9625) Quality Control Service Confirmation,814571 Exp.10/06/2018 4. PRODUCT DESCRIPTION: This Evaluation Report covers Polyglass Modified Bitumen Roof Systems installed in accordance with Polyglass USA, Inc. published installation instructions and the Limitations / Conditions of Use, herein. The following Polyglass membranes make up'the subject systems. -TAsLE:I:'RoLL=G6o'Ds:FOR P"O'LYG' , '�Ss MODIFIED 8 Type Product Specification Reference Grade Type Polyglass G2 Base ASTM D4601 N/A If Base Sheets Polyflex SA Base -ASTM D4601 N/A 11 Polyglass APP Base ASTM D6509 N/A N/A Polyglass HT Base 650 ASTM D6162 S III Elastobase ASTM D6163 5 Elastoflex V ASTM D6163 S Elastoflex SA V Base ASTM D6163,Table 2 'S Elastoflex SA V FIR Base ASTM D6163,Table 2 S Elastofle)(SA V Plus ASTM D6163 S Elastoflex'SAV Plus FR ASTM D6163 S _ I Elastobase Poly ASTM D6164 s I Elastaflex S6 ASTM D6164 S I SBS S Membranes Elastoflex VG ASTM D6163 G. I Elastoflex VG FIR ASTM D6163 G I Elastaflex S6 G ASTM D6164 Elastoflex SIS G FR ASTM D6164 G Polyfresko G SBS.(sand or poly-film backed) ASTM D61E4 G Polyfresko G SBS FIR(sand or poly-film.backed) ASTM 6164 G I I Elastoshield TS G ASTM D6164 G Elastoshleld TS G FR ASTM. D6164 G Elastoflex SA P ASTM D6164 6 Elastuflek,SA P FIR ASTM D5164 Polyreflect ASTM D6164 Exterior Research and Design,LLC_ Evaluation Report P9290.02.08-R17 Cerdficate,of Authorization#9503 FU6541119 Revision 17-.04/18/2016 Page 3 of,5 �., ��I�I�l !ERD TABLET ROLL GOODS-FOR POLYGLASS MODIFIED BITUMEN'ROOF SYSTEMS ,. . , Specification Type Product: Reference Grade Type. Polyflex ASPM D6222 S Polyflex,G ASTM D6222 G I Polyflex G FR ASTM D6222 'G I Polyfresko G ASTIyI D6222. G 1 Polyfresko G FR ASTM D6222 G I APP Membranes Polybond ASTM D6222 S I Polybond G ASTM D6222 G I Polyflex SAP ASTM D6222 G I Polyflex SA P FR ASTM D6222 G I _ Polyfresko G SA ASTM D6222 G 1 Polykool ASTM D6222 I S I 5. LIMITATIONS: 5.1 This is a building code evaluation. NeitherTrinity ERD nor Robert Nieminen;P.E.are,in anyway,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 HVHZ. 5.3 Refer to. current Roofing Materials Directory for fire ratings of this product. 5.4 For steel deck installations,foam plastic insulation shall be separated from-the building interior in accordance with FBC 2603.4 unless the exceptions stated in.FBC 2603.4.1 and 2603.6 apply. 5:5 The roof.system evaluation herein pertains to above-deck roof.components. Roof decks and structural members shall be in'accordance with FBC requirements to the satisfaction of the AHJ. Load.resistance of the roof deck shall:be documented through proper codified.and/or FBC Approval documentation. 5.6 For recover installations,the existing roof shall be:examined in accordance with FBC 1510. 5.7 For mechanically attached insulation or membrane or strip-bonded insulation,the maximum design pressure ,for the selected;assembly shall meet or exceed the Zone 1 design pressure determined in accordance with FBC. Chapter 16. Zones 2 and 3 shall employ an,attachment density designed by a qualified design professional to resist the elevated pressure criteria. Commonly used methods are RAS.117 and FM LPDS 1-29. Assemblies marked with an.asterisk* carry the,limitations set forth in.Section 2.2.1.5.1(a) of FM LPDS 1-29 for Zone 2/3 enhancements. 5.8 For fully-adhered insulation;the maximum design pressure for the selected assembly shall-meet or exceed critical design pressure determined,in accordance with FBC Chapter 16. No,rational analysis is permitted for these systems 5.9 For mechanically attached insulation or membrane over existing roof.decks,fasteners shall be tested,in the existing deck for withdrawal resistance. A.-qualified design professional shall review the data for comparison to the.minimum:requirements for the system. Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 5.10 For bonded insulation or membrane over existing substrates in a re-roof(tear off)or recover installation,the existing deck or existing roof surface shall be examined for compatibility,with the adhesive to be installed. If any surface conditions exist that bring system performance-into question; field uplift testing in accordance with ASTM E907, FM LPDS 1-52;ANSI/SPRI IA-1 or TAS 124 shall be-conducted on mock-ups of the proposed new roof assembly. Exterior Research and Design,U.C. Evaluation Report P9290.02.08-1137 Certfwte of AUthorizadon#9563 FL1654-1119 Revision 17:04/18/2016 Page 4 of 5 J- RIS! . ;ERD 5.11 For bonded insulation or membrane over existing substrates in a recover installation,the existing roof system shall be capable of resisting project design pressures"on its own merit'to the satisfaction of the AHJ, as documented through field uplift testing in accordance with ASTM E907,FM LPDS 1-52 or TAS 124. 5;12 'Metal edge attachment,(except gutters),shall be designed and.installed for wind loads in accordance with FBC Chapter 16 and..tested for resistance in accordance with ANSI/SPRI ES-1 or RAS 111, except the basic wind speed shall be determined from FBC Figure 1609. 5.13 All products in the roof assembly shall have quality assurance audit in accordance with the FBC and F.A.C.Rule 61G20-3. 6. INSTALLATION:. 6.1 Polyglass Modified Bitumen roof systems shall be installed.in accordance with Polyglass USA, Inc. published installation instructions,subject to.the Limitations/Conditions.of Use noted herein. 6.2 System attachment requirements for wind load resistance are set forth in Appendix 1. "MDP" = Maximum Design Pressure is the result of testing for wind.load resistance-based on allowable wind loads,and reflects the ultimate passing-pressure divided by 2 (the2 to 1 margin of safety per FBC 1504.9 has already been applied):Refer to FBC 1609 for determination of design wind loads. 6.3 Any.of the following FBC Approved.coatings may applied to the top roof membrane without adverse effect on the system wind load performance. Refer to current Roofing Materials Directory for fire ratings associated with coating usage. ➢ PG200 Non-Fibered Roof.Coating; ➢ PG300 Fibered Roof:Coating; 9 PG600 Non, -Fibered Aluminum Roof Coating; ➢ PG650 Fibered Aluminum Roof Coating; PG70G High Quality Elastomeric Roof Coating or KM.A6ryl_25;_ ➢ PG700QS(Quick-Set)High Quality Elastomeric Roof Coating or KM Acryl 25-QS (over granule-surfaced APP or SBS only); ➢ PG800 Asphalt Emulsion Roof Coating; ➢ Poiyplus 60 Premium Non-Fibered Aluminum Roof Coating; Polyplus:65 Premium Fibered Aluminum Roof Coating; Polybrite 70:Premium Grade Elastomeric Roof Coating.or KM Acryl 15; Polybrite 70QS-(Quick7Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS(over granule- surfaced APP or SBS only); Polybrite 90 High Solids-Silicone Roof Coating; Polybrite 95 Silicone Roof Coating. 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 infoemation 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.ui:com. -THE-45-PAGES THAT FOLLOW FORM'PART OF THIS EVALUATION REPORT- Exterior Research and Design,,I.I.C. Evaluation Report P9290.02.08-1137 Certificate of Authorization#9503 F1.1654419 Revision 17:04/18/2016 Page 5 of 5 f TRINITYERD APVENDIXI;ATTA[NMENrRE4yiREMENtSfDRWINDUPLRTRFSdSFANCE ' ., ;. ._ Table Deck Application type Description - - Page 1A Wood NeworRemof(fear-Off) A71 Bonded Insulation,Bonded Roof Cover 5 18-1 Wood New or Refoof.(few-Off) A-2 '-Meeh:Attached Anchor Sheet Bonded Insulation,Bonded Roof Cover 5-9 18-2 Wood _New,Reroof(Tear-CM or Recover A-2 Mech.Attached Anchor Sheet,Bonded Insulation,Bonded Roof Cover 10.11 1C Wood New,Reroof Mar-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bbnded Roof Cover _ 12 1D Wood New,Reroof(fear-Off)or Recover _C _Mech.Attached Insulation,Bonded Roof Cover 13-14 1E Wood .New,Reroof(Tear-Off)or Recover D Prelim.Attached Insulation,Mech.Attached Base Sheet,Bonded Roof Cover 15-16 1F-1 Wood New or Reroof(FearOff) _ E Non-Insulated,Mach.Attached Base Sheet(naffs),Bonded Roof Cover 17-19 1F2• d'"""-�-. New,Reroofear-O or Recovv.. (T if) �. E.�._. n:Vonutated Mech -Bonded�tiootCover „�,,,.d_'. '20.22 i--- - - ";a ,Y.s- 52eelo c NewRir_o2fj acO -R r B Mech°Attacfledl8asC11nsulation;B a opnsu on;8ondetlRoofWver: "=._ 2B Steel or Conti New,Reroof(Tear-Off)or Recover C Mech.Attached Insulation,Bonded Roof Cover 24-25 2C Steel or[onc. New,Reroof(Tear-Off)or Recover .D Prelim.Attached Insulation,;Mech.Attached Base Sheet Bonded Roof Cover 26.27 3A Concrete New or Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover - 28-32 38 Concrete New orReroof(Tear-Off) F Non-Insulated,Bonded Roof Cover32 4A LWIC NeworReroofear-0 (T ff) 'A-1 Bonded Insulation,Bonded Roof Cover - --' .. 33-34 -- - 4B LWIC New or.Reroof(Tear-Off) .A-2 .Mech:Attached Anchor 5heet•BondedInsulation,.Bonded Roof Cover 34 4C LWIC New or Reroof(fear-Off) E .. . Non-Insulated,Mech.Attached Base Sheet,Bonded Roof Cover 35-37 5A CWF New or Reroof(Fear-0ff), A-1 Bonded Ins ilaticn,Bonded Roof Cover 38 5B CWF New,Rero6f.(fear-0ff)or Recover A-2 Mech.Attache)Anchdr5heet Bonded Insulation,Bonded Roof Cover - 39 'SC CWF New,Reroof(Tear-Off)or Recover B Mech.Attached Base Insulation,Bonded Top Insulation,Bonded Roof Cover - - 40 5D CWF _ New,Reroof(Tear-0ff)or Recover C Mech.Attached Insulation,Bonded Roof Cover - 40 SE CWF New,Reroof(Tear-Off)or Recover E Non-Insulated,Mech.Attached Base Sheet Bonded`Roof Cover 40 6A Gypsum Reroof(Tear-Off) A-1 Bonded Insulation,Bonded Roof Cover - 4142 6B Gypsum Reroof(Tear-Off)or Recover A-2 Mech.Attached Anchor Sheet Bonded Insulation,Bonded Roof Cover - 42 6C Gypsum Reroof(Tear-0fo or Recover- C Mech.Attached Insulation,Bonded Roof Cover 42 6D Gypsum Reroof(Tear-Off)or Recover E NonAnsulated,Meeh.Attached Base Sheet Bonded Roof Cover 42 7A Various Recover - A-1 Bonded insulation,Bonded Roof Cover 43.45 78 - Various Recover F Non-Insulated,Bonded Base Sheet Bonded Roof Cover 45 The following notes apply to the systems outlined herein-. I. The roof system evaluation'herein pertains to above-deck roof components. Roof decks and stnictural members shall be in accordance with FBC requirements to the satisfaction of the AHf.Load resistance of the roof deck shag be documented through proper coded and/or FBC Approval documentation. 2. insulation/base sheet fasteners shall be of sufficient length for the following deck engagement: ➢Wood: Minimum 0,75-inch penetration: ➢Steel: Minimum 0.75-inch penetration and engage the top flute ofthe steel deck ➢'Concrete: Minimum 1-inch embedment into pilot hole in accordance with fastener manufacturers published Installation.Grstructions. S. .Unless otherwise noted,insulation may.be any one layer or combination of-polyisucyanurate,polystyrene,wood fiberboard,..perlite,gypsum-based:roof hoard or mineral-wool roof board that meets the QA requirements of FJLC.Rule 61�M-3 and is documentedas meeting FBC 3505.1-and,forfoam plastic,FBCChapter 26,when Installed wlththe roof cover. Exterior Research and Design,LLGd/b/a TrinitylERD Evaluation Report P9290.0108-R17 for FL1654-1119 Certificate of Authurizatioii#9503 Revision 17:04/18/2016 Prepared hy:Robert Meminen;PE-59166 Appendix 1,Page I d45 `""I TRINITY.i ERD 4. Minimum 200 psi,minimum 2-inch thick lightweight:insulating concrete may he.substituted for rigid insulation board for System.Type D,(mechanically attached base sheet,bonded.roof cover),whereby ttie.base sheet fasteners are installed through thetWle to engage the structural steel or concrete deck The structural deck shall be of,equal'or greater configuration to the steel and concrete deck Itstings.Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of the AHJ.Load resistance of the mofdeck shall be documented through proper codified and/or FBC Approval documentation. S. Unless otherwise noted,insulation adhesive application rates are as follows.Ribbon or bead width is at the time of application;the riblions/beads shall expand-noted in the manufaiturerspublished instructions Hot asphalt(HA): Full coverage at 25-30.Ibs/square. >Dow Insta -Stik Roofing Adhesive(D-15): Continuous OJS to 1-inch wide ribbons,12-Inch o.c. >Millennium One Step Foamable Adhesive(M-OSFA): Continuous 0.25 to OS-inch.wide ribbons;12-inch ox. >OMG Oly9ond 500'(OR500):- Continuous 0.75 to 1-inch wide ribbons,12-inch o:o.(PaceCartor SpotShot).-Note• OlyBond Green may be used where OlyBand SOO h refereneed. >OlyBond Classic(OB Classic): Full coverage at 1 gal/square. >ICP Adhesive&Sealants CR-20: Continuous 25-3.5-itch wide ribbons,12-Inch o.c >Note:When multipleJoyers(s)of insulation ond/or coverboard are Installed in ribbon-applied adhesive,board joints shall bestaggered. >Note:The maximum edge distaneeham'the adhesive ribbon to the edge of the iruulatioo board shall be riot less than one-haft the specified ribbons sparing. 6. Unless otherwise noted,:all:insulations are flat stock or taper board of the minimum thickness noted.Tapered polyisocyanurate at the following thickness limitations maybe substituted with tha:following Maximum Design Pressure(MOP)limitations.In no case shall these values be used to'iperease'the MDP liistbngs in the tables;rather if MDP[Ming below meets or exceeds that listed for a particulxrsystem in the tables,then the thinner board listed below may be used as a drop-in.for the equivalent thicker material fisted in the table: >Millennium One'Step Foamable Adhesive(M=OSFA): MDP =1575 psi (Min.OS-inch thick) >OMG OIyffond SOO(OB500): MDP -45.0 psf (Min.05-inch thick Multi-Max FA-3) >OMG 01y8and S00(OB500): MDP -3875 psf (Min.0.5-inch thick ISO 95+GL) >OMG OlyBond 500(OB500): MDP -315.0 psf (Min.OStinch thick ENRGY 3). >OMG Oly.Bond 500(00500): MDP -4875 psf (Min.OStnch thick ACFoam 11) P-ICP Adhesives&Sealants CR-20: MDPT -1'17.S psf (Min.L04nch thick) 7. Bonded polyisocyanorate Insulation boards shall be maximum 4 x4 R 8: For mechanically attached components or partially,bonded:bnsulation,the maximum daiign piessuro for the selected assembly.shall meet or exceed.the Zone 1 design pressure determined.in accordance with-FSC Chapter 16,and Zones 2.and 3 shall employ an attachment density designed by a qualified'design professional to resist the elevated pressure criteria. Commonly used methods are RAS 117 and FMr bPDS Assemblies:marked with an asterisk*carry.the-limitations setfurth in Section 2.2-1.5.1(a)of FM bPDS1-29 for Zone 2/3 enhancements. 9. For fully bonded assemblies,the maximum design pressure for the selected assembly shall meet or exceed critical design pressure determined in accordance with FBC Chapter 16,and no rational analysis is permitted. 10. For mechanically attactied'components over existing decks,.fasteners'shall be:tested In the existing deck for withdrawal resistance. A qualified design professional shall review the data for comparison to the minimum requirements for.the system.Testing and analysis shall be in accordance with TAS 105 or ANSI/SPRI FX-1. 11. For existing substrates.Ina bonded recover installation,the existing roof'system shall be examined for compatibility and bondperformance with the selected adhesive,and the existing roof system shall becapable of resfstlrtg project design pressures on its own merit to the satisfaction ofthe AHJ,as documented through field uplift testing in accordance with ASTM E407,FM.U'051-52,ANSI/SPRI IA-1 orTAS 124. 12. For Recover Applications using System Type D;the Insulation is optional;however,the exrsthrg roofsystem shall be suitable fora recover application. .13. LWIC shall be cast inaccardance with FBC Section 1917 to the satisfaction of the Authority HavingJurisdiction.For systems where specific LWIC is referenced,refer to current LMC Product Approval for specific deck construction and limitationss.For systemwhere specific LWIC is not refinanced,the minimum design rri&sha11 be 300 psi.In all cases,the minimum tmi-coat thickness is 2-inches.for LWIC over structural concrete, reference is made to FBC Section 1917.4.1,Point 1. stertor Research and Design,LLC:'d/b/a TrinOJERD Evaluation Report P9290.0208-1117 for Fb1654-R19 Certificate ofAuthorization#9503 Revision 17:,04118/2016 Prepared W.-Robert Nieminen,PE-59166 Appendix 1,Page 2 of 45 � I r TRIN[TY(ERD TABtE1F=2:WOOD DECKS wNEW CONSTRUCTiON,REROOF;(T"-.04)oRREccrma SYSTENITYPEE.NON-INSULATED,,MECHANICALLYATrACHED BASE SHEET(.sc:REws Si PLATES),BONDEb'R0OF COVER System Deck(See Base Sheet Roof Cow(SeeTable l) MDP -1 Note 1) .. Type _ Fasten Attach Base Pry tap (Psf) W-134 -MI6.19132- Etastobase,Elastobase P(poly-fin fzektadti"with DekFast 014 drTrutast3°Metal -124nch ac In 4-inch tap and l2-inch o.c.in two SBS-SA,APP-SA, inch plywood top) Insulation Plate with Trufast HD '(2),equallyspaced,staggered center rows - SBS-SA SBS-TA,APP-TA -525" W-I35 Mtn.19J32= Ekstobase,Hastobase P{poly4m Deldest Hexwith Oekfast#14 orTrufnst3"Metai 12-inch o c in 4-Inch kap and 12-inch ac a two inchplywood top) Insulation Plate with Trufast 11D, (2),equally spaced,staggeredcenter rows Polyflex SA Base ;APP-TA •52.5. W-136, -Min.1"Z-' Etastobase,Elastobase P-(poly-fflm OMG Fiat Bottom Plates(square)with Raofgrip 12-Inchoc in 4-inch tapand 12-Inch acin two 58S-SA,APP-SA, inch plywood top) 012 (2),equally spaced,itaggered center rows SBS-SA S85-TA6 APP-TA Min.29/32- Elastobase,'Eiastobase P(poly-Blip, OMS FTatBottamBla .12• . W337 inch ie—qu—a p4-lurh lap i2-initrofsntion- ptywood toPJ, 012 (2),aqua _ ase -APP-TA -60.0•. TABLE SG.WOODDECKS-NEWCONSTRUCTION art REROOF(TEAa-OFF) SYSTEM TYPE F:NON-INSULATED,BONDED ROOFCOVER, System Na oral ) °xr RoofCover(SeeTabiel) _ .MDP Jalyd Treatrnedt Base Ply Ply tap fP7 W-138 M h 25/32 (Ohwoodptional)PG100 None SBS-SA (Optional)SBS-SA,SB5- SBS-SA APP-SA,SBS- -�'0 TA,APP-TA TA,APP-TA _ W-139 in.15/32- (Optional)PG100 None Po ex inch plywood Nfl SA Base (Optional)APP,TA APP TA -90,0 I W-140 Min.15/32- Plywood)ointsare_covered with 4tnch wide strips of Etastoftex SA V Plus,rolled into Elastoflex SAV:Baseor (Optional)SMSA,SBS- SBS-SA,APP-SA,585- Inchplywood jOptional)PG1D0 place to create continuous hand. ElastotiexSAVlR Base TA,APPTA TA,APPTA -975 W141 Min.15/32- (option a1)PGl0 PlywoodJoIntsare c°vaiedwith 4lnchwide strips ofE,lastoflexSAVP14%rolled Into ElastuflexSAVPius or (Optional)SBS-SA,SBS- StlSSA,'APP-SA,SBS- -145.0 J inch-AlYwood place to create continuous bond. ElastoRex SA V Plus FR TA,APP TA TAAPP TA 142 Min.35/d2- (Optional)PG100 Plyv!°°d)°�ntsarecavered with 446th wide strips of Ebstottex SA V Plus,rolled into 'Inch plywood Place to croate continuous bond. PohflexSABasa. (0})tionaq APP-TA .APP-TA -235A Exterior Research and Design,LLC.:d/b/a Trinity)ERD Evaluation deport P9290.02.08-R17for FL1654-R19 Certirx:ate of Authorization#9503 ReVLPrepared by:Robert Nfeminen,PE-5.9166 Appendix 17P to 22 2B15 Appendix 1,Page 22 of45