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HomeMy WebLinkAboutPRODUCT APPROVAL MODIFIED BITUMEN ROOF SYSTEMFlorida Building Code Online r Page I of 2 19 db d SWANNO 8cls Home 1. lag In 1: User Registration Hot Topics suomit surcharge tStat &. Facts ; Publications FSC Start I _ DOS Site Map ?. Links Searcti j aus'.-1t1i uct Approval Public User I j�„g,�l,g3as�nrevalhle�rylsArpilL�t_jg:L;55:> Application Detail FL # FL1654-R22 Application Type I Revision 'Code Version 2017 Application Status Approved Comments, Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email ,Quality. Assurance Representative, Add ress/Phone/Ernail Category Subcategory Compliance Method. f •�l''�ifZ���c2�-L- ST. LUCIE COUNTY BUILDING (DIVISION REVIEWED FOR COMP REVIE D g,Y DATE PLANS AND PERMIT MUST BE EPT'ON JOB SITE OR NO INSPECTIONS) WILL BE MgDE POLYGLASS USA 150 Lyon Drive. Fernley, NV 89408 (570) 3844230 Ext 242' ja kins@ polygiess.com, James Akins jakins@polyglass.com Maury Alpert 1111 W.: Newport Center Drive Deerfield Beach, FL 33442 (912) 429-8610 MAlpert@polyglass.coni Ariel Lender 1111_ W,Newport Cente-TH ESE PLANS AND ALL PROPOSED WORK Deerfield Beach, FL..334ME SUBJECT TO ANY CORRECTIONS (954) 233-1230 EQUIRED BY FIELD INSPECTORS THAT ALender@polygiass.coi AY BE NECESSARY IN ORDER TO Roofing COMPLY WITH ALL APPLICABLE CODES. Modified. Bitumen Roorsystem Evaluation Report frorri a Florida Registered Architect or a Licensed Florida Professional Engineer :J Evaluation Report - Haedcopy Received Florida••Engineer or Architect Name who developed Robert Nleminen CONCEALED FASTENERS OR ATTACHMENTS the Evaluation Report ARE, THE RESPONSIBILITY OF THE Florida License PE-59166 6bNTRACTOR OR RECORD Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date J 006/2018 F e}7� COPY Validated By John W.,Knezevich, Pr Validation Checklist - Hard py Certificate of Independence Referenced Standard and Year (of Standard) Lt,1165-4 922•_;_Cllj_7 1"7 Oi, t�j�i i[ti nen y3f $WwArA Year ASTM 06162 2008 ASTM D6163 2008 ASTM D6164 2011 ASTM DL222. 2011 ASTM D6509 2009 FM 4470 2012 FM 4474 2011, UL 1897 2012 http://www. flo:ridabuilding.org/pr'pr.._apl�,dtl.aspx`?par ath--wGEVXQwtDgvclqu2w°/o2bn:.. 12/18/2017 Florida Building Code Online Page 2 of 2 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of products Method 1 Option D I 09/14/2017 09/15/2017 09/22/2017 12/12/2017 i FL # Model, Number or;Name Description, 1654.1 Polyglass SBS and APP SBS and APP modified bitumen roof systems Modified Bitumen'Roof Systems_ Limits of Use _ Installation Instructions Approved for use in HVHZ: No LL1 ,ti j_ j�?,2 lT. 2017 0?;t f�i ET PCJIuYc�1.AS M D 1T ht aa,2 k??.fit Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by independent'rhird Party: Yes Other: 1,) The design pressure in this Evaluation Reports application relates'to one particular assembly f; i 7n4 ^R7.v A 74�.7„_4 . i iNr�l F:R P�Y(l Js +S _M[,)t�EaI7 Pt over concrete concrete deck. Refer to the ER -Appendix for R22Agif' other systems and deck types. 2.) Refer to ER, Created by Independent Third Party: Yes Section 5 for other'Cimits of Use. Gontatt Us :: 2041 glair Stone Road.-�ali2 ossma f� _3a�? .`-? phone: 850�497-192 The State of Florida is an AAJE@O empoyer. Copyright �00'7 Q13 State of�,�p,�y5�, :: Privacy Sta;e_i�.Ot : f Accessibility Stateiogn :: Refpnd Statement Under Florida law, email addresses are public records, if you do not went your e-mail address released in response to a pubic -records requestdo not send electronic mall tothis entity. Instead,contact the office by phone or by traditional mail. If ydu have any questions, please contact 850,487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed. under chapter 455, F,S. must providethe Department with an email address if they have. one. The *malls provided may beused for officialcommunication with the licensee. However email addresses are public record. If you 00 not wish to supply a personal address, please provide theDepartmentwith an email address which can be rilade available to the public. To determine if you are a licensee under Chapter 455, F.5., please click hgs-. Product Approvajl Accepts., t ct ,dh* cafr€ rr SAf I http'//w�rw..floridabuilding.org/pr/pr_app_dtl.aspx?pararn—wG,EVXQwtDgvgqu2w%2bn... 12/ 18/2017 Et AFEYENDb�<1 ATTACH_i�RERrCFEEf![kiffERREM75FQR:lIUtNttItRL[fT,RE5I5TANEE, ;< �-�..:E` ` _ <,.,c.... ., Table Deck Application Type Description Rage 1A Wood f. New ar.Reroo(Tear-Off) A-1 Bonded Insulation, Bonded Roof Cover S 18-1 Wood New or Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5-g 18-2 Wood New, Reroof (Tear-C1ff) or Recover A•2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover 10-I1 1C Wood New, Reroof (Tear Crff) or Recover 8 Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11 SIT Wood New, Reroof (Tear -Off) or Recover G Mech. Attached Insulation, Bonded Roof Cover 12-13 1E Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached.insulation, Mech. Attached Base Street, Bonded Roof Cover IA`15 IF-1 Wood New or Reroof (Tear -Off) E Non-Insulated,-Mech.. Attached Base Sheet (nails), Bonded Roof Cover 16-18 IF-2 Wood New, Reroof (Tear -Off) or Recover f Non -insulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 IG Wood New or Reroof (Tear -Off) F Nan -Insulated, Bonded Roof Cover 21 2A Steel or Structural concrete New, Reroof (Tear -off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22-24 29 Steel or Structural concrete New, Reroof (Tear -Off) or Recover C Mech. Attached insulation; Bonded.Roof Cover 25-28 2C Steel or Structuralcor5uete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation; Mech. Attached Base Sheet, Bonded Roof Cover 29-31 3A Structural concrete New orReroof (Tear -Off) 6-1 Bonded Insulation, Bonded Roof Cover 32-40 3B Structural concrete New or Reroof (Tear -Off) F Non -insulated, Bonded Roof Cover "" 40 4A LWiC New or Reroof (Tear -Offs A-1 Bonded Insulation, Bonded.Roof.Cover 41-42 4B LWIC New or Reroof (Tear -off) A-2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover A' 44-4r 4C LWIC New or Reroof (Tear-ofrl € Non -Insulated, Mech, Attached Base Sheet, Bonded Roof Cover SA CWF New or Reroof (Tear -Off) A-1 Bonded insulation, Bonded.Roof, Cover 47 SB CvVF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover 48 SC a%'F New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 5D CWF New, Reroof (rear -Off) or Recover C Mech. Attached Insulation,_ Bonded Roof Cover 49 SE' CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 49 EA Gypsum Reroof (Tear -Off) A-1 Bonded insulation, Bonded Roof Cover 5b-52 6B Gypsum Reroof (Tear -Off) or Recover A-2' Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover 52 6C Gypsum Reroof (Tear -off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 53 6D- Gypsum Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 54-58 79 Various Recover F Non -insulated, Bonded Base Sheet, Bonded Roof Cover 58 The following notes apply to the systems outlined herein: 1. 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 Authority Having Jurisdiction: Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 2. insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: Y Wood: Minimum 0.75-inch penetration. i Steel: Minimum 0.7S-irich penetration and engage the top flute of the steel deck. Structural concrete: Minimum 1-inch embedment into pi(ot.hole in accordance with fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, periite, gypsum -based roof board or mineral -wool roof board that meets the OA requirements of F.A.C. Rule 6IG20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC Chapter 26, when installed With the roof cover. Exterior Research and Design, I.I.C. d/b/a Trinityl ERD Evaluation Report P9290.02,08-1120 for 1`1.1554.R22 Certificate of Authorization #9503 B"' EDITION ( �201 FBC NON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 PDlyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 1 of 58 ' I £ ER 4. Minimum 200 psi, minimum 2-inch thick lightweight insulating concrete may be substituted:for rigid insulation board for System Type D (mechanically attached base sheet, :bonded roof cover), whereby the base sheet fasteners are installed through the LWIC to engage the structural steel or concrete deck. The structural deck shall be of equal or greater configuration to the steel and concrete deck listings. Roof decks and structural members shall be in accordance with FBC requirements.to the satisfaction of the Authority Having Jurisdiction.. Load resistance of the roof deck shall be documented through proper codified acid/or FBC Approval docurnentation. S. Preliminary insulations attachment for System Type D: Unless otherwise noted, refer to Section 2.110.1.3 of FM Loss. Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates areas follows. Ribbon or bead width is at the time of application; the ribbons/beads shall expand as noted in the manufacturer's published instructions. Hot asphalt (HA): Full coverage at 25-30 lbs/square. )P- Dow iNSTA STIK Ciuik Set Insulation Adhesive (D-15): Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c, "r Millennium One Step Foamable Adhesive (M-OSFA): Continuous0.25 to-0.5-inch wide ribbons, 12-inch o.c. Millennium P6-1 Pump Grade Adhesive (M-PG1): Continuous'O.25 to O.s-inch wide ribbons, 12-inch o.c, r OMG OiyBond 500 (OB500):. Continuous 0.75 to 1-inch wide ribbons, 12-inch o.c. (PaceCartor SpotShot). Note: OlyBondGreen may be used where 01y8ond 500 is referenced. r OlyBond Classic(OB Classic): Full coverage at gal/square. ➢ iCP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. > Note: when multiple loyers(s) o/insulation and/orcoverboard are installed in ribboh-applied adhesive, boardioints shotl be staggered - Note: The maximum edge distance from the adhesive ribbon to the edge of ;titre insulation board shalt be not less than one-half the specified ribbons spacing. -7. Unless otherwise noted,.all insulations are flat -stock or taper board of the minimum thickness noted. Tapered polylsocyanurate at the following thickness limitations may substituted with the following Maximum Design • Pressure (MOP) limitations, in no case shall these values be used to `increase' the MDP listings in the tables; rather if MDP listing -below meets or exceeds-that.hsted-for a particular system in the tables, then the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: `r Millennium One Step Foamable Adhesive (M-OSFA): mbP-157,5.psf (Min. 0.5-inch thick) > Millennium PG-1 Pump Grade Adhesive (M-PG1): MDP -157.5 psf (Min. 0.5-inch thick) Y OMG Olygond 500 (OB500): MOP -45.0 psf (Min. O.S-inch thick Multi -Max FA-3) ➢ 0MG OlyBond.500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick 150 95+ GL) r OMG OlgBond 500 (08500)'. MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) r OMG.OlyBond 500 (OBSOO); t DP -487.5 psf (Min.0.5-inch thick ACFoam 11) ICP Adhesives & Sealants CR-20: MDP-1175psf (Min.1.0-inch thick) S. Bonded poiyisocyariurate insulation boards shall be maximum 4.x 4 ft. 9. For mechanically attached components or partially bonded insulation, the maximum design pressure for the selected assembly shall meet or exceed the Zone:1 design pressure determined in accdrdance 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 ANSI/SPRI WD1, FM Loss Prevention Data Sheet 1-29, Roofing Application Standard RAS 117 and Roofing Application Standard RAS 137. Assemblies marked with an asterisk" carry the. limitations set forth in Section 2.2.10.1 of FM Loss Prevention Data Sheet 1-29 (January 2016) for Zone 2/3 enhancements. 10. 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. 11. For mechanically attached 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 forthe system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. Forr existing substrates in a bonded recover or re -roof installation, the existing roof surface or existing roof deck.shall be examined for compatibility and bond performance with the selected adhesive, and the existing roof system (for recover) shall be capable of resisting project design pressures on its own merit to the satisfaction of the Authority Having Jurisdiction, as documented through field uplift testing in accordance with ANSI/SPRI IA-1, ASTM E907, FM Loss Prevention Data Sheet 1-52 or Testing Application Standard TAS 124. 13. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system shall be suitable for a recover application. 14. Lightweight insulating Concrete (LN1C) shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LV'1C Product Approval for specific deck construction and limitations. For systems where specific LWC is not referenced, the minimum design mix shall be 300 psi. in all cases, the minimum top -coat thickness is 2-inches. For LWC over structural. concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, U.C. d/b/a Trinity ( ERD Evaluation Report P9290.02.08-R20 for FL1654-RZZ Certificate of Authorization 49503 bEDITION (2017) FBC NON-HVHZ EVALUATION Revision20: 09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix.1, Page 2 of 58 15. •i r. TRINITY, EA UnteSS UU1Ctwpe IIULCU, lCM1 LU t K rJ OW r, c . , r rr —• 3ABjE1cpaSYtaLAss•6to$%PCuVill e _-.. u <. Reference Layer Material Application BP -AA Base Ply One or more plies Polyglass G2 Base, FBC Approved ASTM 04601, Type it Hot Asphalt at 20-40 (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass Ply VI, FBC Approved ASTM D2178, Type IV or VI lbs/square Applied) Mote: Asphalt -applied sheets or insulation shot/ not be applied to poly film surfaced membranes. Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastbiiex:56 Type II, Polyglass HT Base 650 PG350 at 1:5-2.0 SBS-CA1 gal/square Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6Type €I; Elastoflex S6 G, Elastoflex S6 G FR, Elastoshletd TS-G; Elastashield ? Cap Ply TS-G FR, Polyfresko G SBS (sand -backed}, Polyfresko G SBS FR,(sand-hacked) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Etastoflex56 Type 11 Polyplus 3541:1.5-2.0 SBS-CAZ Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex 56 Type It, Elastoflex 56 G, Elastotlex 56 G FR, Elastoshieid TS-G, Elastoshleld gal/square: Cap Ply TS-G FR, Polyfresko G SBS (sand -backed); Polyfresko G SBS FR (sand -backed) _ One or more plies Elastobase (sand/sand'or poly/sand), Elastobase -P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex Base Ply or Ply 56 Type 11, Polyglass HT Base 650 Hot.l at-20 4El SBS-AA Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex 56 G, Elastoflex S6 G FR, ElastoshieldTS-G, Ibs/square lbs/s uaret (SBS; Asphalt -Applied} Cap Ply Elastashield TS-G FR,.Pofyfresko G SBS (sand -backed), Polyfresko GSBS fR.(sanli-backed) - - !Vote; Asphalt -applied sheets arinsulatian shall not be applied to poly film surfaced membranes. One or more plies Elastobase'(sand(poly), Elastobase (poly/poly), Elastoflex V, Elastoflex 56,-Elastoftex S6 Type 11,-Polyglass HT -Base- - SBS-TA Base Ply or Ply 650 Torch -Applied (SBS,-Torch-Applied) Elastoflex V, Elastoflex VG; Elastoflex' VG FR, Elastoflex S6, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoftex 56 G FR, Elastoshieid 75-G, Ca PI p y Elastoshieid TS-G FR, Polyfresko G 59S (poly -film backed), Polyffesko G SBS FR (poly -film backed) Base Ply One or more plies Elastoflex SA V Base, Elastoflex..SA V FR Base, Elastoftex SA V Plus, Elastoflex SA V Plus FR SBS-SA Cap Ply Elastoflex SA P, Elastoflex SA P FR, Polyreflect Self-Adfier hg (SBS, Self -Adhering) Unless otherwise noted, permissible membrane substrates for SBS-SA are limited to the SBS-SA Base Ply options herein, Note: Elastobase (poly/sand) or Elastobase (poly/poly). PG350 at 1.5-2.0 APP-CA1 Cap Ply Polyflex G FR gal/square APP-TA Base Ply or Ply One or more plies Pofirglass APP Base, Polyflex, Polybond Torch -Applied (APP, Torch -Applied) Cap Ply ! Polyflex, Polyflex G, Polyflex G FR; Polybond, Pohlbond G, Polyfresko G, Polyfresko G FR- Cap Ply l Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polykool APP-SA Self -Adhering Unless otherwise noted, permissible membrane substrates farAPP-SA are limited to the SBS-SA Base Ply options herein, (APP, Self -Adhering} Mate: Ei�tabase (poly/sand) or Elastabase (poly/poly). 16. Any of the following FBC Approved coatings may be applied to the top roof membrane without adverse Effect on the system wind load performance. associated with coating usage. i" PG200 Non Fibered Roof Coating:. i+ PG300 Fibered Roof Coating; i PG600 Non-Fibered Aluminum Roof Coating; PG650 Fibered Aluminum Roof Coating; i PG700 Nigh Quality Elastomeric.Roof Coating or KM Acryl 25; PG700QS (quick Set) High Quality Elastomeric Roof Coating or KM Acryl 25-0S (for granule -surfaced APP or SBS only); i PG800 Asphalt Emulsion Roof Coating; i Polyplus 60 Premium Non-Fibered Aluminum Roof Coating; Y Polyplus 65 Premium Fibered Aluminum Roof Coating; y Polybrite 70 Premium Grade Elastomeric Roof Coating or KFA Acryl 15; i Polybrite .70QS�(QPick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (forgranule-surfaced APP or SOS only); i Polybrite 90 High Solids5ilicone Roof Coating or Polybrite 95 Silicone Roof Coating. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Prepared by: Robert Nieminen, PE-S9166 Polyglass Modified Bitumen Roof Systems; (570) 394-1230 Refer to current Roofing Materials Directory for fire ratings Evaluation Report P9290.02.08-1120 for FL2654-R22 Revision 20: 09/12/2017 Appendix 1, Page 3 of SS C \J TRUNITYt 17. Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other printing requirements. 18. Vapor barrier options for use over structural concrete deck followed by adhered 'insulation carry the following Maximum Design Pressure (MDP) limitations. The lesser of the MDP listings below vs. those in Table 3A acolies: °.ti'kFCfR B¢iFAiER O'tmOtfSF 'kRtJiT'€IRdB �f7fs`OWE __ Option # Primer Vapor Barrier Insulation Adhesive (Psi Type AttacAttachM13P. VB-1. PG1GG Elastoflex SA V Plus Self -Adhering Inta-Stik or CR-20, 12-inch o.c. 60.0 VS-2. PG100 Pblyglass APP Base Torch -applied Inta-Stik orCR-20, 12-inch o.c. 75.0 VS-3. PG100 Efastoflex SA P Self -Adhering Insta-Stik, 12-inch o.c -75.0 VB-4. PG100 Elastoflex SA P Self -Adhering Millennium One Step Foariable Adhesive, 12-inch o.c. -157.5 V13-5. PG100 Elastoflex SA P Self -Adhering CR-20; 12-'inch Q.C. -270.0 VB fi. PG100 Elastoflex SA V Base, Elastoflex SA V FR Base, Elastoflex SA V Plus, Elasfoflex SA V Plus FR SeiF Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20, 12-inch o.c. 290.0 19. "MDP = Maximum Design Pressure is the result of testing for wind load resistance based on allowable wind loads. Refer to FBC 1609 for determination Of design wind loads. Exterior Research and Design, L C. d/b/a Trinity IERD Evaluation Report P9290.02.08-R20 for FL1654-1122 Certificate of Authorization #9503 6EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20: 09112/2017 Prepared by: Robert Niexninen, PE-S9166 Polyglass Modred Bitumen Roof Systems; (570) 394-1230 Appendix 1, Page 4 of 58 . NITY,, ED f a' F.: TALE iF.2{(' f)CKS°-iLtEt CQ51 FETIiN' RERG}S efiEAR-0E{"oR ELECCiVf;i '3 r( lYY4` 3 SFSFV _ a v ..H"' ..5y y{;{ y+��.Y r . ",$'x(`,�g(!^ ('�yCp,(�$[ry!�y ., a.• ••`.• i .•..iifE: PE A!"fF-i IJWE'sENG&R:.. ilWFV6fiT'*a d y k �.".',T..:4'aEr:' ,•,,,, 4i. PVf{'d.��lYJf-kY'i V:E3€)ECC�f'S{S}6.hlil:$ FGi{I�SE'tEG4?.y}n�P.i�T•(, .w .✓f. .a`n .+�. -b n -.�'. -_ System Base Sheet. Roof Cover (Mote 15) MDP No. Deck (Mote 1) Type fasten Attach Base Ply Cap (psf) ��SElF-'ADHiRiN6RiE �. P`Er.s"'ts,�.,` ; ,e A,. �:d ..a`- s S ..`s°- r*.•; 'z'�^t°..: s, ?.L;�- Min-19/32- Elastobase, Elastabase P Dekfast Hex (aka, Dekfast PIT-H-2-7/8) with Dekfast #14 12-inch o.c. in 4-inch lap and'124nch o.c. in two SBS-SA SBS-SA, APP-SA, SBS 52.5` W-136 inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD Q), equally spaced, staggered center rows TA, APRTA Min-,19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2+7/8) with Dekfast014 12-inch o.c. in 4-inch tap and 12-inch o.c. in two Pofyflex SA Base APP W 137 inch plywood {poly -film top; to Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced; staggered center rows lAJ-138 Mtn.19/32- Elastobase, Elastobase P OtJIG Flat Bottom Plates (square) with Raofgrip #12 12-inch o.c. in 4-inch lap and 12-inch o.c. in two SBS=SA SBS-SA, APP=SA, SBS- -60.0" Inch z(ywood jpolyflim top) (2), equally spaced,_staggeredcenler rows. FA APP-TA W-139 Min• 19/32- Elastobase,.Etastobase P OMG Flat Bottom Plates (square) with Roofgrip #12 12-inch o.c. in 4-inch lap and 12-Inch o.c. in two ( Polyflex SA Base APP-TA 60.0• inch plywood (poly -film top) (2), equally spaced, staggered center rows ;!:. •'x% Y '.. - xi: d.} ... k ap. p+ .p. (.� t�; .,; ery.' - p�$/..jy'{�r{d�•:� (�,', p( p� p { j q p �+A ` F �14f6-': (TG (Y1.},:. :x .. #64iifDSiLCkCS LtlGUYy�.IgREEY ...,.b i �+i` J;#YE g5��-(ix�yp�t C,, p��q�RS>ypy>j�e' -}�'y! i F.i�E S'`Ci �.P.t%SFYSJSEf, l;urR.4$%L . „�. �_ M r . 'a,Y° ek 4. System Kopf Cover (Mote 15) MDP (psf) Joint Treatment Base Ply Ply Cap Ply No. QecR(Note 1 ) Fnrne.. r in. 15/32-- SBS-SA (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -90.0 € W-140 inch plywood None None TA, APP-TA TA,•APP-TA 14] Min, 15/32- (Optional) PG100 None Polyflex SA Base (Optional) APP-TA APP-TA -90.0 inch plywood W-142 Min.15/32- PG100 None SBS-Sk (Opt-ional)SBS-SA,SBS- SBS-SA,APP-SA,S85- -975 inch plywood TA, APP-TA TA, APP-TA Mtn: 15/32- Plywood joints are covered with 4-inch wide strips of Elastaflex SA V Plus, rolled into Elastaflex SA V Base or (Optional) SBS-SA, SBS-, SBS-SA, APP-SA, SBS- -97.5 W-143 inch plywood (Cptoona!) PG10G place to create continuous bond. Elastoflex SA V FR Base TA, APP=TA TA, APP TA W-144 Min. 15/32- WB-3000 None t l SBS-SA (Optional) SBS-SA, APP-SA, SBS TA, AFPTA 105.0 inch plywood Min. 15/32- Plywood joints are covered VAth 4=inch wide strips of Elastoflex SA V Plus, roiled into Elastoflex SA V Plus or (Optional) SBS-SA, SBS- SBS-SA,. APP-SA, SBS- -135.0 W-145 inch plywood (Optional) FG100 # place to create continuous bond. Elastoftex SA V Plus FR TA, APP-TA TA, APP-TA W-146 Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-'inch wide strips of Elastofiex SA V Plus, rolled into Folyftez SA Base (Optional) APP-TA APP-TA -135.0 inch plywood place to create continuous bond. Exterior Research and Design, LLC- d/b/a Trinity) ERB Certificate of Authorization 99503 Prepared by: RobertNleminen, PE-59165 6'" EDITION (2017) FBC NON-HVH2 EVALUATION Polygiass Modified Bitumen Roof Systems; (570) 384-1230 Evaluation Report P9290.02.08-R20 for 17I1654-R22 Revision 20: 09/12/2017 Appendix 1, Page 21 of S8 Underlayment is to be 30# ASTM D226 felt, tin tagged to code.