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Home My WebLink AboutPRODUCT APPROVALd Honda Product Approval St USER: Public User BaS Home I tpg Ih I User Reglstratlan I Hof Topics I Submit Surcharge I Stats a Fads Publications I MC Staff I Bm sae Map I Ums I search FILE COPY��1`�D'"° 1 Plotlud Approval Menu > P dud or ApplicaM. geaah > Apolig Uen ❑st > AppllosUon Detaa FL # FL16048-R6 Application Type Revision - r ST. LUCIE,COUNTY QUILDIVDIO Code version Application zov REVIEWED FOR CO PLIANREVIEIM Status Approved DATEComments PLANS AND PER MUST archived G SITE OR NO INSPECTION( Product Manufacturer Tri-Built Materials Group, LLC �^^CA� Address/Phone/Email PO Box 70 _ � pp�� CpNOFlII ED FASR3dER8 OR A n1' U/ (B0o) 516-1485Rutherford, NJ 07070 'f g �UG/e AIMrA RESPI david.mlz@tribuiltmg.com CO WHIRAMMORP"Mu n py Authorized Signature David Ruiz Technical Representative David Ruiz HE6i1la��llaKtjU t3T rICLU 11MOrCG IUrt.7 1 r1Ftl Address/Phone/Email 250 Route 17 North F�n,�V' ��jp�I�ESSARY IN ORDER TO East Rutherford, w o7073 �C.a9. L�' St-) ALL APPLICABLE CODES. (201) 842-2449 david.miz@W builtmaterlalsgroup.com Quality Assurance Representative Address/Phone/Emall Co"OF MFASTENERSORATTAI:Hh+.,,.,lp iNEAES SIBILITYOFTHE Category Roofing OR RECORD Subcategory Underlayments Compliance Method Evaluation Report from a Florida Registered Architect or a Ucensed Florida Professional Engineer O Evaluation Report - Hardcopy Received .. Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida Ucense PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE IJ Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By W-rE[Ylr,LA;iieli)i3r31Y r e - - _. Standard ASTM D1970 ASTM G155 FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 Year . 2015 2005 2011 2012 2012 httpsJAvwwfloddabuilding.org/pr/pr app dfl.aspx7param-vGEVXQwtDgtFPmdYNDWrvvipmtAnRBMFjYHTk4FLCxcgVtRhfvMwOA3dp/p3d 1/2 2/23/2018 -'��: � Sections from the Co Florida Building Code Online ft a W. Product Approval Method Date Submitted Date Validated Date Pending F13C Approval Date Approved Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 12/12/2017 umma :df:eoducLs.-�= FL;#"-i� Model Name e-?zu, cnptlon��' ;ti°'r, .�� „Num6eror 'q 16048.1 `" - 7RI-BUILT Roof,Undedayments Self -adhering, modified bitumen roof underlayments Limits of Use Installation Instructions Approved for use In HVM7--,No, It. ; I'I FL16048 R6 II 2017 09. FINAL ER TRI- . r1;; Approved -for use otitside HVNZ:Xes - - tvr BUILT UNDERLAYMENTS FL16048-R6.odf Impact Resistant: N/d`°h' 't' 7 Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use of Evaluation Reports foam -on the systems overtop the self -adhering undedayment FL16048 R6 AE 2017 09 FINAL ER TRI- for one particular application. See ER Section 5.6.4 for details. BUILT UNDERLAYMENTS FL16048-R6.odf 2.) Refer to ER Section 5 for other Limits of Use. Created by Independent Third Party: Yes ahh '1 iL iLfl'ii^Y;ie;;. -S`.l :+gV.�i!rf><Ifs(l9 'V�rYd'(Iv.1 Contact Us :: 2601 Blair Stone Road. Tallahassee R 32399 Phone: 850-487-1824 The State of Flodda 6 an AA/F employer. Coovdoht 2007-2013 Some of Florida.:: Ptivacv statement :: Act ssiblilty Statement :: Refund statement Florida law, email addresses are public records. If you do not want your e-mail address released In response m a publlo-records request, do not send ele Ronde statutes, effeG a October 1, 2012, licensees licensed under provided may be used for official communication with the licensee. pmWde the Department wltt an email address which on be made: Product Approval Accepts: ®W ® d= Bent wIN an mail If you do not wkh x a licensee under httpsJAvww.floddabuilding.org/pr/pr app rid.aspx?pamm--vGEVXQwtDgtFPmdYNDWrvipmtAnR8jv9FYHTk4FLCxcgVtRhfvMwek3d%3d 2/2 12114/2017 Florida Building Code Online i -- .i{..t� .c,s'.,,-_�cx .:' [17=5A9nTe^ BUS Home I Ing in 1 user Regeaeum I Hot Tapi¢ I submit Surcharge I Stats a Facts I Publira0oris I RC staff I BOS site Map I links I Search F�1 aB FILE COPY d b pir � ' product Approval USFR: Public user ppaayys� a b.txwaaxa Product Aoar"al Mentz > Product ar Applicaton Search > Application List> Application Derail 'FL # FL10124-R20- Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method i1B] GAF 1 Campus Drive Parisppany, NJ 07054 (800)766-3411 mstieh@gaf.com Robert Nieminen Iindarelth@trinityerd.com William Broussard 1 Campus Drive Parsippany, NJ 07054 (800) 766-3411 TechnicalQuestionsGAF@gaf.com Roofing Asphalt Shingles RFC ✓q* Fo �s I6'1p�9 CSC oOope Coz Bnr Evaluation Report from a Florida Registered Architect or a Dcensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/20/2018 Validated By John W. Knezevich, PE G' Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By la"tor,cm, l • t t_ • -t s- Standard ASTM D1970 ASTM D3161 ASTM D3462 ASTM D7158 TAS 107 Year 2015 2016 2010 2011 1995 https*.IA v.RDridabuilding.org/pr/pr app dg.aspx7param=wGEVXQwtDquracBeVCbdMQNZD6Zesy3BoOyLwXhMdCmfpylEOlvyCAa/a3da/aid 1/2 12/1412017 Florida Building Code Online Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/20/2017 Date Validated 09/27/2017 Date Pending FBC Approval 09/28/2017 Date Approved 12/12/2017 Summary of Proaucts FL.# t4odel, ilmhor or Name .... Description 10124.1 GAF Asphalt Roof Shingles Fiberglass reinforced 3-tab, laminated, 5-tab and hip/ridge asphalt shingles Limits of Use Installation Instructions Approved for use in HVHZ: No FL10124 R20 II 2017 09 FINAL ER GAF Asphalt Approved for use outside HVHZ: Yes Shinales FL10124-R20.odf Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure: N/A Created by Independent Third Party: Yes Other: Refer to ER, Section 5. Evaluation Reports FL10124 R20 AE 2017 09 FINAL ER GAF Asphalt Shinales FL10124-R20.odf Created by Independent Third Party: Yes contact Us :: 2601 8lalr Stone Road Tallahassee R 32399 Phone: 85D-487-1824 The State of Florida N an AA/EEO employer. copyright 20D7-2013 State of Honda :: Privacy Statement:: Amesslbility statement:: Refund statement Under Florida law, small addresses are public records. If you do not want your e-mail address released in response fo a publicrecords request, do not send electronic mall to this entity. Instead, contact the office by phone or by traditional mail. If you have any questions, please contact 850.487.1395.'Pumuant m Section 455.275(1), Florida statutes, effective October 1, 2012, licensees licensed under Chapter 455, F.S. must provide the Department with an email address if they have one. The emails provided may be used for official communication with the licensee. However email addresses are public retold. If you do not wish th supply a personal address, please provide the Department with an .all address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S.,-please click here. product Approval Accepts: M9® F= 0 EMUS;e SCCurltym ETRICS' hdps:/Armvcfloddabuilding.org/pr/pr app_dfl.aspx?param--wGEVXOwtDquracBeVCbdMONZD6Zesy3BoOyLwXhMdCmfpylEOlvyCAg/o3d%3d 2/2 A Florida Building Code Online Page 1 of 2 blot o-�qq 4 Sma b t e BOs Mom. I Lep In' UW fthk tbn t Mot Topl¢ I Submn Sumharge j SMM&F c I rubtloapns j FBCsmn I BOSSne Map j llnkr iseamh j djFl nda Product Approval proUSER: PubkUe Pm dADDm iMUN>PmauRer Aoollcanon Smm)>Aoolk0*n Llst>Appn®Mon Demii ... FL # FL16D48-R6 Application Type Revision Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Address/Phone/Emall Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method 01 Tri-Built Materials Group, LLC PO Box 70 Rutherford, NI 07070 (800) 516-1485 david.rulz@tribulltmg.com David Ruiz david.ruiz@tnbuiltmg.cem FILE COPY SCANNED •- — .3Y - St,Lucie County r ty? j 4- 1 0 o ► - 03z9 David Ruiz 250 Route 17 North Fast Rutherford, NI 07073 (201) 842-2449 david.miz@tribuiltmaterlaisgmup.com Roofing Underlayments Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer ❑ Evaluation Report - Hardcepy Received Florida Engineer or Architect Name who developed Robert Niernmen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 07/18/2020 Validated By John W. Knezevich, PE Wii Validation Checklist- Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code IiC4riCl:&Ig9L3rftllitK4�fI-u t•1) Standard ASTM D1970 ASTM G1SS FM 4474 FRSA/TRI April 2012 (04-12) UL 1897 year 2015 2005 2011 2012 2012 https://www.floridabuilding.org/pr/pr app_dti.aspx?param=wGEVXQwtDgtFPmdYND... 1/10/2018 B Florida Building Code Online, Page 2 of 2 Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 10/01/2017 10/03/2017 1Z/12/2017 FL # Model, Number or Name Description 16048.1 I 7RI-BUILT Roof Underlayments Self -adhering, modified bitumen mof underiayments Limits of Use Installation Instructions Approved for use in HVHZ: No FL16048 R6 II 2017 09 FINAL ER TRI- Approved for use outside HVHZ: Yes BUILT UNDERLAYMENIS F1.36048-116 Dd( Impact Rrsistant- N/A Verified By: Robert Nieminen PE-59166 Design Pressure:+N/A/-150 Created by Independent Third Party: Yes Other: 1.) The design pressure noted herein pertains to use Evaluation Reports of foam -on We systems overtop the self -adhering FL36048 R6 AE 2017 09 FINAL ER TRI- underiayment for one particular application. See ER Section BUILT UNDERLAYMENTS FL36048-R6 Dd( 5.6.4 for details. 2.) Refer to ER Section 5 for other Umits of Created by Independent Third Party: Yes Use. ea9A Haar [opted Me %2601 Blair SW, Road, Tananassae R 12399 Phone: 950-e87-I014 The stub, of Honda k an AAJM employe. CooMoht 2007-2013 State of Honda.:: M Statement :: AtomIbInN Statement:: ReNM Statement Mar Rmlda law, eman address pre public meo ds. If you do not want your ¢-moll address released 0 respmse to a pu Weremrds re4ueet, do not ced drank mail to sills entity. Ireland, mntatt Me OV by phone or by tradltlowl maLL If yoo w haaro Sus om,please comae[ a 5o.497.1395.'pursuant to M 45S275(1), Ronda SnWtes, erfeWw O twr I,2012, Iloensees Imeneed under chapter 455,FS. mart pmWe the Department with an email addressV y have one. The amai a pmrldatl may be used for offldal mmmuniadoo with the 11mmee. However email addreses are pubR record. If you do not wish to a pesonal address, purse prnlde the Department wind an emaU address wtdch M be made available to [ice public To determine V you are a hmmaa under Chapter 455, F.S., pl. a&heIt,. Pmduct Approval Axepts https://www.floridabuilding-orgtprlpr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiND... 1/10/2018 P� 2/23/2018 Florida Building Code Online b Cl 0 _ J HORda dbpr a., FILE FILE COPY s v= product Apprpval Menu > Pmdua p, Application Search > Aopllrafion List> ♦ppllcatlon 13 t it FL # Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method FL1654-R22 Revision 2017 Approved D POLYGLASS USA 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1378 Ext 242 alender@polyglass.com Ariel Lender alender@polyglass.com Maury Alpert 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (912)429-8610 MAlpert@polyglass.com Adel Lender 1111 W. Newport Center Drive Deerfield Beach, FL 33442 (954) 233-1230 ALender@polyglass.com Roofing Modified Bitumen Roof System REcEIVEO JAN 1,,.61019 Pertnitt/n St, Luca Coutyent SCANNED, BY St Lucie''County Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Ll Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nieminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By lohn W. Knezevich, PE Sw Validation Checkllst - Hardeopy Received Certificate of Independence Referenced Standard and Year (of Standard) FL1654 1122 COI 2017 01 COI Nieminen.odf Standard Year ASTM D6162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011 https:IA%ww.floddabuilding.orgfpr/pr app d8.aspx7param=wGEVXQwtDgvgqu2w%2bnFgUW2pw6pKxAhdKjvCZfSdk%2fxn%2fYWFx5rxA%3d%3d 1/2 2/23/2018 .0 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method _ Date Submitted Date Validated Date Pending FBC Approval Date Approved Florida Building Code Online UL 1897 Method 1 Option D 09/14/2017 09/15/2017 09/22/2017 12/12/2017 2012 FbtG n' 'Model;.Number or Name �,. • ,,. e_., ... Desrnption°•'�" - •" 1654.1 Polyglass SBS and APP Modified SBS and APP modified bitumen roof systems Bitumen Roof Systems Limits of Use Installation Instructions Approved for use in HVHZ: No FL1654 R22 II 2017 09 FINAL Al ER POLYGLASS MODBIT FL1654- R 2 Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nlernmen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes Other: 1.) The design pressure in this application Evaluation Reports relates to one particular assembly over concrete deck. FL1654 R22 AE 2017 09 FINAL ER POLYGLASS MODBIT FL1654- R22.Ddf Refer to the ER Appendix for other systems and deck types. 2.) Refer to ER, Section 5 for other Limits of Created by Independent Third Party: Yes Use. Bac t"9'e�yxw' Contact Us :: 2601 Blair Stone Road, Tallahassee R 32399 Phone: 850487-1824 The state of Florida is an AA/EEO employes Commaht 2007-2013 State of Florida.:: privacy, Statement:: Accessibility Statement ::Refund ,m nt Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to a public -records request, do not send electronic mall to this entity. Instead, contact the office by phone or by tmd Itional mall. If you have any questions, please contact 850.487.1395. *pursuant to Section 455.275(1), Honda statutes, effective October 1, 2012, licensees licensed under chapter 455, F.S. must provide the Department with an email address If they have one. The emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under chapter 455, F.s., please dick btm, Product Approval Accepts: `-- '®' 'r 4 S@CUiltyil(LTItICS' +1 httpsJAvww.floddabuilding.org/pripr app dtl.aspx7param=wGEVXQwtDgvgqu2w%2bnFgUPv2pw6pKxAhdlgvCZfSdk%2fkna/a2fYWFx5rxAa/a3da/a3d 212 NOW The following notes apply to the systems outlined herein: 1. The roof systemevaluation herein pertainsto above -deck mofpomponems. Roof decks and structural members shall he in acmrdanrn with FBC requirements to the satlsfaction of the Authority Having lurbutiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. I. Insulation/base sheet fasteners shall be of sufficient length far the following deck engagement: D Wood: Minimum 0.7S--inch Penetration. D Steel: Minlmum0.154nch penetrabonand engage the top Pule ofthe steel deck. D Structural mncome: Minimum l-Inch embedment into pilot hole In accordance with fastener manoodurefs published installation instructions. 3. Unless otherwise noted, Insulation may be any one layer or combination of p slyisoryanuate, polystyrene, wood fiberboard, pedite, gypsum -baud roof board or mineral -wool roof board that meets the CIA requirements of FAG Rule 61G30.3 and is documented as meeting FBC MS.1 and, for foam plastic, FBC Chapter 36, when installed with the roof rover. is ular Research am! Oesign, LLC d/b/a TNnityl ERO Evaluation Report P9290.020&R30 far R365A-RZl Ccrtifcate dAuth.mrstion N9503 fire EDMON (3019f FBC NONAVHL EVALUATION Revision 30:09/13/101T Prepared by: Robert Nleminen, PE-59166 PalMlass Modified themes RppfSystemr; (570( 3g0.1130 Appendix 1, Page 1 of5S V I KINIIY; ERD 4. Minimum 20O psi, minimum 2-Inch thick lightweight Insulating concrete may be substituted for rigid insulation board for System Type D (mechanically attached have sheet, banded roof cover), whereby the base sheet fasteners are Installed through Me LWIC to engage the structural steel or concrete deck The structural deck shall be of equal or greater configuration to Me steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements to the satisfaction of Me Authority Having Jurisdiction. Lad resistance of Me mof deck shall be documented through proper codified and/car FBC Approval documentation. S. Preliminary, insulation attachment for System TyPe D: Unless Otherwise noted, refer to Section 2.2.10.L3of FM Was Prevention Data Sheet 1-29(lanuary 2016). S. Unlessothenvisenoted, insulationadheshmappUcetion re,sareasfollows. Ribbon or bead width U at Me time of.ppliation; the ribbons/beads shall expand as noted In the manufacturer's published instructions. D Hat asphalt (HA): Full coverage at 25-30 lbs/squam. > Dow INSTA SDK Quik Set Insulation Adhesive(615): Continuous 0.75 to 1-inch wid"Isbons, l2-inch o.c ➢Millennium One Step Formable Adhesive(M-OSFA): Continuous 0.25 to 0.5-hmh wide ribbons, 12-inch o.c. D Millennium PG-1 Pump Grade Adhesve(M-PG1): Continuous 0.25 to 05-Inch wide ribbons,12-Inch o.c. > OMG Ot&.d 500(OB500): Continuous 0.75 to 1-inch wide ribbons,l2-inch a.c(PawGrt or SpeShot). Note: O/,Band Green may be used where 0418wdSW& referenced. ➢ OlyBmdI aassic(OB Classic): Full coverage at lgal/square. ➢ICP Adhesive & Sealants CR-20: Continuous 2S3Sinch wide ribbons, 12-inch o.c. > Note: When multiple /oyere/s)offnsuladon and/or coverbard are Installed in rMboncpplied aehssNe, boardlolote shollbesNggered. > Note: Memmlmum edge dutonreJrom Me adhesive ribbon 0 the edge of theirrsvla6on boordsholl be notee s Man one-holjthespecFed iibbonsspacing. 7. Unless Otherwise noted, all insulations are Rat -stock or aper bard of the minimum thickness need. Tapered WMeoc,mumm at the following thickness llmRations may be substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall Mese values be used to Increase' Me MOP listings In Me tables; rather if MDP listing below meets or exceedsthat listed fora particular system in the tables, Men the thinner board listed below maybe used as a dmpin for Me equivalent thicker material listed in Me table: ➢ Millennium One Step Formable Adhesive(M-OSFA): MDP -1575 psf (Min.GSnchthlck) ➢Millennium PG-1 Pump Grade Adhesive(M.PG3): MDP -1575 psf (MIn.0.5-Inch Mick) > OMG OWnd 5D0(OB500): MDP 45.0 psf (Min. D.&finch thick MulLLMax FM3) ➢ OMG OIyBond 5DO(OB500): MDP .187.5 psf (Min. 0.5-inch thick 15095E G1) ➢ OMG OlyBond SDO(OB500): MDP -315.0 psf (Min. DSmch Mick ENRG 3) ➢ OMG Olyllood S00(OB500): MDP -0 Spsf (Min. eSinch thick Aamun II) ➢ICPAdhesixes&Sealants CR-20: MDP .117S psf (Min. LO-inch thick) 8. Bonded peiseyenuate insulation boards shall be maximum 4 x 4R 9. For mechanically attached components or partially bonded Insulation, the maximum design pressure for the elected assembly shall meet or exceed the Zone 1 design pressure determined In accordance with FBC 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 ANSI/SPRI W DS, FM Loss Prevention Data Sheet 1-29, Roofing Applicadon Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk- carry the limitations out forth In Section 2.110.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements 10. For ful"onded assemblies, Me maximum design pressure for the selected assembly shall meet or exceed critlal design pressure determined in accordance with FBC Mauer 16, and no retional anoWs is Permitted. 11. For mechanically attached components over existing decks, fasteners shall he tested in the existing deck for withdrawal resistance. A qualified design professional shall review Me data for comparison to the minimum requirements for Me system. Testing and analysis shall be in accordance with ANSI/SPRI R-1 or Testing Application Standard TA5105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck shall be examined for compubbllity and bond performance with Me selected achieve, and the existing roof system (tar recoverl shall be capable of resisting pmleot design pressures on its awn merit to Me satisfaction of Me Authority Having Jurisdiction, as documented through field uplift testing In accordance with ANSI/SPRI IA-1,A E907, FM Lass Prevention Data Sheet 1.52 or Testing Application Standard TA5124. 13. For Recover Applications using System Type D, Me insulation is optional; however, Me existing roof system shall bit suitable for a recover application. 14. UghtweightimulatingConeate(LWC)shallbeaaina=rdanm Wth FBCSealcnl9l7tothesa0sfattionof Me Authorry Havinglur is on. For systems where specific LWC 6 referenced, refer to current LWC Product Approval for spaifc deck mnstruttion and limitations. For systems where specific LWC U not rebalanced, the minimum design mix shall be 300 psi. In all caves, Me minimum topcoat thickness is 2-Inches. For LWCoverstructual concrete, reference is made to FBCSecdon 1917A.1, Point 1. E rtar ResearMand Design,LLCd/b/a TdnftyIERD Ealuatbn Report P9P .O O8-RMfar FL1654-R22 Certificate ofAuthorbation Ini 0 EDIFION (2017) RC NO"WIZ EVALUAFION Redalon 21), 09/12/2017 Preared by: Robert Nleminen, PE-S9166 Polyglass MpQfied Bitumen RnefSystems; IS") 380.1130 Appendix 1, Page 2 af58 \,J l RINIIY ERD B. Unlessothembe noted, Pakuto the following references for bonded base. my orap sheet appliatlons. Tame 1: PourelAss ROOF COVERS Reference layer Material Application BP -AA Baser Ply One or more plies Po Iass G3 Base FBC Appmyod ASTM D4WI, Typell (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved A Jvl D2178,T Type, IV orM Hot Asphalt at 20-0O Ibs/square Applied) Nate. As haft-o hadsheets or insulation Mall not beapplied ro of msu aced membranes Base Ply One ply Elartobase(saM/sand, Elastoflex V, Elastoflex S6, Elastoflex 56 Type 11, Polyglass HT Base 650 SB i OpPly Elastoflex VG, Elartoflex VG M, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastaflex 56 G FR, Elartoshield TSG, Elartoshield PG350 at 15-2.0 TSG FR, Po sko G SM(sand-backed), Polyfresko G SBS FR(sand-badwI) gal/square Bare Ply One Ply Elasrobesa(sard/sand). Elastoflex V, Elastoflex S6, Elastoflex SE Type ll SBSCA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elartoflex S6 Type 11, Elastoflex S6 G, Elastoflex 56G FR, Elartoshield TSG, Elartoshield Poypluz 35 at 1.S2.0 gal/square TSG FR, Po sko G SBS sand -backed), Po sko G SW FR sand -backed Base Ply or Ply One or mom plies Elartabase (sand/sand or poly/sand), Elastobase P (sand/sand or pay/sand), Elastoflex V, Elastoflex 56, Elastoflex SST II Po lass HT Base 650 Hot Asphaltat20 O (SSAA (SBS, Asphalt -Applied) Cap ply El=shieV,E 56 G, F7artoflex 56G FR, Elartoshield TSG, Ibs/square FR,PoymlastGS (G nd- ca d),xS6,ElekoGSS FR(.l,Elartoflex Elartoshield TSG FR, Poyhesko G SB.S (sand -backed), Polyhesko G 505 FR (sand-backetl) Now. Asphish re Iledsheet, orleavintion shall per he applied to poliefflan andecedformbromes. SBSTA Base Plyor Ply One or more plies Elartobase(sand/pofr). Elartobase(Poly/poly), Elastoflex V, Elastoflex 56,Et.Poflex 56 Type 11, Palyglaas HF Base (SBS,TarehrApplied) Up Ply Elastoflex V, Elartoflex VG, Elartoflex VG FR, Elastoflex SG, Elastoflex S6 Type 11, Elastoflex S5 G, Elartoflex 56 G FR, Elartoshield TSG, Torch -Applied Elartoshield TSG Fit, Polvfresko G SBS film backed), PolyFreska G SIBS FR(prly-film backed) Base Ply One or more plies Elastoflex SA V Base, Elartoflex SA V FR Base, Elartoflex SA V Plus, Elastoflex SA V Plus FR SBSSA - Up Ply Elartoflex SAP Elartoflex SA P FR Po reflect (SBS, Self -Adhering) Unkssotherwise notedpermixsib/e membrrrnesubsvoses)or5flf14 mellmtted[o Mr58SS48me pin opHanshereln, SeWAdhering Mete: tlasrobau pP /son orflostobptt (pal / oy. Cap Ply PolyflexG FR PG350 at 1.52.0 g.Vsquare APP-TA Base Ply or Ply One or more plies Poyglass APP Base Polyflex. Po bond (APP, Torch -Applied) CPP Ply Polyflex; Pofyilex G, Pol "G FR, Polybond, PolyboM G, Polyhesko G, Pol a sko G M Torch-ApP,lied fay Ply Palyflex SA P, Po ex SAPFill, Polyfresio G SA, Polykaol APP-SA (APP, Self -Adhering) Note: Unlessotherwiu Weed,perm/sdble membrane subrtmtesfo,"P "Berried 0 the SB.SS1 Bose Plyoptions hamah, Self -Adhering tlastobdtt oN/sandl or Vesroenne po / 36. Any of the following FBC Approved oaatiMs, maybe applied W the top roof membrane without adverse effect on the syrtem wind load performance. Refer to current RWfing Matedab Oi.M, for fire ratings associated with coating usage. > PG2W Nan Fibered Roof Coating; > PGMFibered RoofCcating ➢ MEN) Nan-Fibered Aluminum Roof C0aW1 ➢ W650 Fibered Aluminum Roof Cwgne: > MM High QUaliry Elsour-ge Roof Coating or xM AcrI 25, )e P57000%(QukkSet) High Quarry Elastomerie Roof Coating or xM AW 25QS(For granubsuAaced APP or 5g5 only); > MMAsphilt Em.19an RaofCoating > PolyPlus 60 Premium Nan-Ebered Aluminum Roof Coating )e PoIy,lue 65 Premium Fibered Aluminum RoofCoaWg > Poybrlm TO Premium Gnde Elastameric RarfWteg ar xM Aoyl tS: > PolybrRe TWS(Qulck Set) PreMum Grade Daremere PoofWting or xM A ISM (f.,vemile-surfaced APP ur SM rely); > PoMdte 90 HIgh S0Rds Silken RootcoaW,g or Poybd1e 955Nwne Roof Coates. ExteMr Research and Design, LLG d/b/a TripRyl ERD E.N.Wo Report P9290.02.OBA20 for FL2654i Certificate ofAuthorleation g9503 6m EDITION (M17) FBC NON-HWIZ EVALUATION Revise. M. W/12/2017 Prepared by: Roben Nieneren,PE-59166 Polyglass Modified BRumen FeofSyrtemS; (5n) 384-1730 Appendix 1, Page 3 of 58 `, I KINITYIERD 17. Dens Deckshallbefeld-primed with PGIW pnormwif-adheringmembmneapplicotion. Refer to tables herein for other priming requiremems. 18. Vapor banleroptions for use oversauctural concrete dedtfollowed by adhered insulation rang the following Maximum Design Pressure, )MDP)limitations. Meesserof Me MDPltstingsbelowvs.NoseinTable3A applies: :VMORBnnaun Om6m,Anu PACON mD[ ;oxsnmimLhAnoNmTmm3A-.....— _ _ � Option Primer Vapor Bander Imulation Adhesive MDP Type Affarh VB-I. PG10 ElastaRex SAV Plus Seff-Adhering Inta-Stikor CR-20, 12-inch o.c {p,o VB-2. PG300 polyglass APP Base Torch -applied lmai or 0-20,124nch o.c -75.0 V8.3. PG10D Oaztoflex SAP Self -Adhering Iost,s-Stik, 12-inch ,.c -75.0 VBA PGSOD Oastofex SAP Self -Adhering Millennium One Step Foamable Adheshe,12-incho. -357.5 VB.5. PGI00 Elasmflex SAP Self -Adhering 0-20,12-iocho.c -270.0 VB-B. PGI00 Elastoflex SAVBase, FlastoflexMVFRBa. Elastoflex M V Plus, Oastoflex M V Plus FR Self -Adhering Millennium One Step Fozmable Adhesive, Millennium PG-1 Pump Grade Adhesve, OIVMnd 5M or CR-20,12-Inch o.c. 2900 19. 'MDP'=Maximum Design Pressure istbe result of Willing for wind load resistance based on allowable wind loads.Refer to FBC IW9 for determination of design wind loads FMerior Res®rrh antl Desigry LLL tl/b/a Trinity ERD Evaluation Report P9290.02.08-ii for 0.1654�N1 Cerdfiwte ofAuthorhation "SW 6^' EDITION IM17) MC NONi EVALUATION Re ldu. 20:09/12/WI7 Prepared by: Robert Nieminen, PE-591% Pplyglaasmodieed Bitumen RoofBystema; (570) 384-1230 Appendb 3. Page4 ofSS V TRINITY I ERD ` TABLEIF-2: W00D DECKS —NEW CONSFRUCTION, REROOF(TEAJi Off)OR R[cnvm'^ -.. SYSTEMTYPEE:NON-INSULATED; MECHANICALLYATfACHED BASESHEET(5cncws B pixns), BONDED R00FC0VER ' System Deh(Note1) Base Sheet RFof Cover(Note,Z) MOP M= N. Type Fasten Altadi Base PH PAP 5vAaatwno Bxs,Prv,. W-136 Min.19/3? Elastobaze,FlazrobaseP DeHast Hex(aka, DeMart PLT-H.2-0/B)wiIh Ninfes Flo 12Ancho.c in4-Nchlap d121chacintwo SBSSA, APP-SA, SBS Inch Plywood (polt-Dlmtop) or Trulawl, 3' Metal lmulatian Plate with Tm6se HD (2), equally spaced, soMened center cows stl-m TA APP-TA -Sup W-137 Min. 19/32- Elastobaze,ElartobaseP Dekfart Hex(aka, Dekfart PLT-H-2d/9) with Dekfart F14 12-inch cc. in 4-inch lap and 12-Inch o.c in two pow" SA Base APP-TA -525' Inch plywood (poly-filmtoD) or Trufazt 3- Maal lmulatmn Plate with Tmfase HD (2), equally spaced, staggered center.1 W-138 Min. 19/32- Elastobase,ElasobaseP OMG Flat Bottom Plates with Raefgdp Rl2 12-inch o.c. in 4-Inch an and 12-Inch o.e In two SBSSA SBSSA, APP-SA, SBS Inch phwood (pol immP) (2), equally spaced, staggered center news TA APP-TA W 139 Min. 19/32- Elactobase,ElaztobaseP OMG Mt Bottom Plates(square)wgh Roof&iP F12 12-Inch P.e in 4NN hp and 12 Inch ac In two polylkos SA Base APP-TA Inch plywood (poly-fihmtop) (2), equa1"paced, staggered center rows r ' - TABLF IS: WOOD DECKS -NEW CONSTRUCTIONOR REROOF(Tuft-0Ey).. SYSFEM TYPE F:NON-INSULATED, BONDED ROOFCOVER ecic(Notel) Primer Rodanner(Note,B) lain[ Trea[meM Base Ph/ Ply Cap Ply MOP(psf) W-1! Min. vi/32 None None SBSSA (Opdonaq SBSSA, SBS SBSSA, APPSA, SBS A0.0 lecM1 dy ood TA APP$A TA,APP-TA W-141 Min. 15/32. Inch plywood (Opdonal)PG1Oo None Potflex SABase (Optional)APP-TA APP-TA .90.0 W 142 Min. 15/32. PGSOO None SBSSA (Optional) SBSSA, SBS SBSSA, APP-Sk SBS -9TS Inch plywood TA, "P-TA TA, APP-TA W-143 Min. 15/32- (Optional) PNvrapd Jones are covered with 4-inch wide strips of Elastofiex SAV Pns, rolled Into Elasta ex SAVBam Or (Optional)SBSSA,SBS SBSSA, APP-SA, SBS Inchplywoed placelocaeatecontic.sbond. Elarto0ex5AVFRBax TA, "P-TA TA, APP-TA -9T5 W-144 MIn. 15/32. WB-3000 one SBSSA (Optional) SBSSq APP-Sl"SBS -1050 Inch plywood TA,APP-TA W-145 Mchp PGI00 Flare tacreints am with �nchwiole rtdpsafElartofkx SAV Pius, rallied iota (Optional)�S� �5� ywood(Optional) a ecpnticonumous fwndred ElartoRe SAVP GB TA, APP-TA TA,SAPPTA-Ap -135.0 W-146 I Mn-'5/32- (0okawl)PG300 Plywood Joints are covered with 4-inch whole strips ofHartoBex SAV PN% rolled Into Poly0p SA Base (Optional) APP-TA APP-TA -135.0 Inch ofexped place to create continuous here. lac erioy Research and Design, LLC, d/b/a Tridty(EW Evaluabon Report PMO.0ZO"20 for FL16544U2 Certiikale PFAuthodaalion MW (I" EOMON (2017) FBC N0N41VH2 EVALUAUON Revision 20:09/12/2017 Prepared by: R.ben NleMnen, PE-59166 Polyglass Modified Bitumen RodSystems; (5n) 3g4-123D Appendix L Page 21 d58