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Home My WebLink AboutEVALUATION REPORTe I SCANNED BY St. Lucie County a NTINITYIERD Table Deck Application Type Description Page _ 1A Wood New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 5 1B-1 Wood New or Reroof (Tear -Off) A-2 M ech. Attached Ancho r Sheet, Bonded I nsulatio n, Bonded Roof Cover 5-9 113-2 Wood New, Rercof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 10-11 1C Wood New, Rercof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 11 — 1D Wood New, Renoof (Tear -OM or Recover C Mech. Attached Insulation, Bonded Roof Cover 12-13 1E Wood New, Reroof(Tear-Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 14-15 IF-1 Wood New or Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet (nails), Bonded Roof Cover 16-18 1F-2 Wood New, Reroof (Tear -Off) or Recover E Non-In5ulated, Mech. Attached Base Sheet (screws & plates), Bonded Roof Cover 19-21 W�gea,4_ l(N`o?71—nsuTat—ed� BMonded:R-0ofCuvr pteo'o rStructuml concrete _ fflT N Mew-, —R eir —oo f(fe a —ro fQ a r R e cc v e r B �MMEMWR—Acrecftiase —JnsulaFii3r�sancled Top Insulation, Bonded Roof Cover 2 2§27P 2B Steel or Structural concrete N ew, Reroof (Tear -Off) o r Recover C Mech. Attached Insulation, Bonded Roof Cover 25-28 2C Steel or Stru ctu ra I cc ncrete N ew, Reroof (Tear-Dff) a r Recover D P re lim. Attach ed I nsulatio n, Mech. Atta ch 2d Base Sheet, Bonded Ro of Cove r 29-31 3A Structural Concrete New or Rercof (Tear -Off) A-1 Bonded Insulation, Bonded RoofCover 32-40 3B Structural concrete New or Rercof (Tear -Off) F Non -insulated, Bonded RoofCover 40 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded RDDfCover 41-42 4B LWIC New or Reroof (Tear -Off) A-2 Mech, Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 43 4C LWIC New or Rer0DfF (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded RoofCover 44-46 5A CWF New or Rercof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 47 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded RoofCover 48 5C CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 49 51) CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 49 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded RoofCover 49 6A Gypsum Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 50-52_ 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 Remof (Tear -Off) or Recover E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 53 7A Various Recover A-1 Bonded Insulation, Bonded RoofCover 54-58 7B 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: > Wood: Minimum 0.75-inch penetration. > Steel: Minimum 0.75-inch penetration and engagethetop flute ofthesteel deck. > Structural concrete: Minimum 1-Inch embedment into pilot hole in accordancewith fastener manufacturer's published installation instructions. 3. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements ofF.A.C. Rule 61G20-3 and is documented as meeting FBC1505.1 and,forfoam plastic, FBC Chapter 26, when installed withthe roofcover. Exteriorlinesearch and Design, U.C. d/b/a Trinity I ERD Evaluation Report P9290.02.08-R20 for FL1654-RZ2 Certificate ofAuthorization #9503 EDITION (2017) FBC NON-HVHZ EVALUATION Revision 20:09/12/2017 Prepared by: Robert Nieminen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 394-1730 Appendix 1, Page I of58 r_\."� VT�INITYJ ERD 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. RDof decks and structural members shall be in accordance with FEC requirements to the satisfaction of the Authority Havfng Jurisdiction. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval documentation. 5. Preliminary insulation attachment for System Type D: Unless otherwise noted, refer to Section 2.2.10.1.3 of FM Loss Prevention Data Sheet 1-29 (January 2016). 6. Unless otherwise noted, insulation adhesive application rates are as 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. > Dow INSTA STIK Quilk Set Insulation Adhesive (D-IS): Continuous 0.75 to 1-Inch wide ribbons, 12-Inch o.c. > Millennium One Step Foarnable Adhesive (M-OSFA): Continuous 0.25 to 0.5-Inch wide ribbons, 12-Inch o.c. > Millennium PG-1 Pump Grade Adhesive (M-PGI): Continuous 0.25 to 0.5-inch wide ribbons, 12-Inch o.c. > OMG OlyBond 500 (OB500): Continuous 0.75 to 1-Inch wide ribbons, 12-inch o.c. (PaceCart orSpotShot). Note: OlyBond Green maybe used where OlyBond5OOis referenced. > OlyBond Classic (OB Classic): Fulf coverage at 1 gal/square. > ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-inch wide ribbons, 12-inch o.c. > Note; When multiple loyers(s) of insulation andlor coverboard are installed in ribbon -applied adhesive, boardjoints shall be staggered. > Note: The maximum edge distancefrom the adhesive ribbon to the edge of the insulation board shall 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 maybe substituted with the following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increa5e' the MDP listings in the tables; rather if MDP listing below meets orexceeds that listed for a particular system in the tables, then the thinner board listed below maybe used as a drop-Infor the equivalent thicker material listed in the table: > Millennium One Step Foamable Adhesive (M-DSFA): MDP -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) > DMG DlyBond 500 (OB500): MDP -45.0 psf (Min. O.S-Inch thick Multi -Max FA-3) > OMG OlyBond SOD (OB500): MDP -187.5 psf (Min. 0.5-Inch thick ISO 95+ GQ > OMG OlyBond SOD (CBSCO): MDP -315.0 psf (Min. 0.5-inch thick ENRGY 3) > DMG OlyBond 50D (OBSOD): MDP -487.5 psf (Min. 0.5-inch thickACFoam 11) > ICP Adhesives & Sealants CR-20: MOP -117.5 psf (Min. 1.0-inch thick) 8. Bonded polyisocyanurate 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 I 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 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) forZone 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 for the system. Testing and analysis shall be in accordance with ANSI/SPRI FX-1 or Testing Application Standard TAS 105. 12. For existing substrates in a bonded recover or re -roof installation, the existing roaf5urfaCe 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, A5TM 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 (LWC) 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 LWC Product Approve[ 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 tDip-coat thickness is 2-inches. For LWC ever structural concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, Ur d/b/a Trinity I ERD Evaluation Report P9290.02.08-R20 for FL16S4-R22 Certificate of Authorization #9503 6� EDITION (2017) FBC N ON-HVHZ EVALUATION Revision 20: 09/12/2017 Prepared by: Robert Nieminen,PE-59166 Poiyglass Modified Bitumen Roof Systems; (570) 384-1230 Appendix 1, Page 2 of 58 JIM '\�TRINITYJERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or caps heet app I! cations. TABLE 1: PoLYGLAss ROOF COVERS Reference Layer Material Application SP-AA Base Ply One or more plies Polyglass G2 Base, FEC Approved ASTM D4601, Type 11 Hot Asphalt at 20-40 (Base and Ply sheets, Asphalt- Ply One or more plies Polyglass Ply IV, Polyglass PlyVI, FBC Approved ASTM D2178, Type IV orVl Applied) Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. lbs/square Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Polyglass HT Base 650 - PG350 at 1.5-2.0 5BS-CA1 Cap Ply Elastoflex VG, ElaStDflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, Elastoflex S6 G, Elastoflex S6 G FR, Elastoshield TS-G, ElaStDShleld gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyrfresko G SBS FR (sand -backed) Base Ply One ply Elastobase (sand/sand), Elastoflex V, Elastoflex S6, Elastoflex SIS Type 11 Polyplus 35 at 1.5-2.0 SBS-CA2 Cap Ply Elastoflex VG, Elastoflex VG FR, Elastoflex 56, Elastoflex 56 Type 11, Elastoflex S6 G, Elastoflex S6 G FIR, Elastoshield TS-G, Elastoshield gal/square TS-G FR, Polyfresko G SBS (sand -backed), Polyfiresko G SBS FR (sand -backed) Base Ply or Ply One or more plies Elastobase (sand/sand or poly/sand), Elastobase P (sand/sand or poly/sand), Elastoflex V, Elastoflex S6, Elastoflex SBS-AA S6 Type 11, Polyglass HT Base 650 Hot Asphalt at 20-40 (SBS, Aspha It-App lied) Cap Ply astoflexVG, Elastoflex VG FR, Elastoflex S6, Elastoflex S6 Type 11, ElastoflexS6 G, ElastoflexS6 G FR, Elastoshield Ti Elastoflex V, E _G' lbs/square Elastoshleld TS-G FR, Polyfiresko G SBS (sand -backed), Polyfiresko G SBS FR (sand -backed) Note: Asphalt -applied sheets or insulation shall not be applied to poly -film surfaced membranes. Base Ply or Ply One or more plies Elastobase (sand/poly), Elastobase (poly/poly), Elastoflex V, Elastoflex S6, Elastoflex S6 Type 11, Pohyglass HT Base SBS-TA 650 Torch -Applied (SBS, Torch -Applied) Cap Ply Elastoflex V, Elastoflex VG, Elastoflex VG FR, Elastoflex S6, ElastoflexS6 Type 11, Elastoflex SG G, Elastoflex S6 G FR, ElaStDshield TS-G, Elastoshleld TS_ " lol Y'reko 13 SBI ty-film backed), Polyfiresko G SBS FR (poly -film backed) BTs IV One or more pheE� Z A%' Elastoflex SA V FR Base, Elastoflex SA V Plus, Elastoflex SA V Pius FR 'ntip"Fir 00istofie" �VA-DEla—st6ft-R's-XP'FR,'P6l�reffect Note: Unless othemise noted, permissible membrane substratesfor SBS-SA are limited to the SBS-SA Base Ply options herein, Self -Adhering Elastobase (p olylsond) or Elastobase (p olylpoly). APP-CA1 Cap Ply Polyflex G F PG350 at 1.5-2.0 ga square APP-TA Base Ply or Ply One or more plies Polyglass APP Base, Polyflex, Polybond (APP, Torch -Applied) Cap Ply Polyflex, Polyflex G, Polyflex G FR, Polybond, Polybond G, Polyfiresko G, Polyfiresko G FR Torch-Apphed Cap Ply Polyflex SA P, Polyflex SA P FR, Polyfresko G SA, Polylkool APP-SA (APP, Self -Adhering) Note: Unless othe�ise noted, permissible membrane substratesforAPP-SA are limited to the 5BS-5A Base Ply options herein, Self -Adhering Elastabase (polylsiand) or Elastaluarse (polylpally). 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. PG200 Non Fibered Roof Coating; PG300 Fibered Roof Coating; PG600 Non-Fibered Alurnlnum Roof Coating; PG650 Fibered Aluminum Roof C.adra; PG700 High Quality Elastcmeric Roof Coating or KM Acryl 25; PG700QS (Qulck Set) High Quality Elastomeric Roof Coating or KM Acryl 25-QS (forgranuie-surfaced APP or SBS only); PG800 Asphalt Emulsion Roof Coating; Polyplus 60 Premium Non-Fiberad Aluminum Roof Coating; Polypius 65 Premium Fibered Aluminum Roof Coating; Pclybrite 70 Premium Grade Elastomeric Roof Coating or KM Acyl 15; Polybrite 70QS (Quick Set) Premium Grade Elastomeric Roof Coating or KM Acryl 15-QS (for granule -surfaced APP or SBS only); Polybrite 90 High Solids Silicone Roof Coating or Polybrite 95 Silicone Beef Coating. Exterior Research and Design, I.I.C. d/b/3 Trinitill ERD Certificate of Authorization #9503 IS'n EDITION (2D17j FBC NON-HVHZ EVALUATION Preparedby: RobenNieminen,PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 384-1230 Refer to current Roofing Materials Directory for fire ratings Evaluation Report P9290.02.08-R20 for FLIS54-R22 Revision 20; 09/12/2017 Appendix 1, Page 3 of 58 1,,NT INITY I ERD TABLEIF-2: WOOD DECKS— NEW CONSTRUCTION; REk0OF (TEAR -OFF) OR1RECOVBR SYSTENITYPEP NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET (SCREWS& PLATES), BONDED ROOF COVER System BaseSheet �� Roof Do ye�� otel%p DIP No DeckNotel) Type Fasten Attach D. o �_ ly SELF-ADHOUNG BASE PLY: W-136 Min. 19/32- Elastobase, Elastobase P Dekfast Hex (aka, Dekfas.t PLT-H-2-7/8) with Dekfast #14 12-inch o.c. in 4-inch lap and 12-Inch o,c. in two SBS-SA SBS-SA, APP-SA, SBS- -52.5- inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows TA, APP-TA W-137 Min. 19132- Elastobase, Elastobase P Dekfast Hex (aka, Dekfast PLT-H-2-7/8) with Dekfast #14 12-inch o.c. In 4-Inch lap and 12-inch o.c. in two Polyflex SA Base APP-TA -52.5- inch plywood (poly -film top) or Trufast 3" Metal Insulation Plate with Trufast HD (2), equally spaced, staggered center rows W-138 Min. 19/32- Elastobase, Elastobase P OMG Flat Bottom Plates (square) with Roo I fgrip #12 12-Inch o.c. in 4-Inch lap and 12-Inch o.c. in two SBS-SA SBS-SA, APP-SA, SBS- .60.01 inch plywood (poly -film top) (2), equally spaced, staggered center rows TA, APP-TA W-139 Min. 19/32- Elastobase, Elastobase P CIVIC Flat Bottom Plates (square) with Roofgrip 412 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 'TABLE IG: WOOD DECKS— NEW CONSTRUCTION ORREROOF(TEAR�04) SYSTEM TYPE F: NOWINSULATEP, BONDED ROOF COVER System Roof Cover (Note 15) Deck (Note 1) Primer MOP psJ Joint Treatment Base Ply Ply Cap 11 No. None None (Optional) SBS-SA, SBS- �APP SA�SBS_ Lnch'pIywoiO4,jF TA, APP-TA TA, APP-TA W-141 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-SA (Optional) SB5-SA, SBS- SBS-SA, APP-SA, SBS- -97.5 inch plywood TA, APP-TA TA, APP-TA W-143 . Min. 15/32- (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elast.flex SA V Plus, rolled into Elastoflex SA V Base or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -97.5 nch plywood place to create continuous bond. ElastoflexSAV FIR Base TA, APP-TA TA, APP-TA WB-3000 None SBS-SA (Optional) SBS-SA, APP-SA ' SBS- -105.0 TA, APP-TA (Optional) PG100 Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into ElastoflexSA V Plus or (Optional) SBS-SA, SBS- SBS-SA, APP-SA, SBS- -135.0 place to create continuous bond. ElastoflexSA V Plus FR TA, APP-TA TA, APP-TA (Optional) PG20O Plywood joints are covered with 4-inch wide strips of Elastoflex SA V Plus, rolled into Polyflex SA Base (Optional) APP-TA �APP-TA -135.0 place to create continuous bond. ExterharResearch and Design, LLC. d/b/a TrinitylERD Evaluation Report P9290.02.08-R20 for FILISS41-1122 Certificate ofAuthorization M9503 En" EDITION (2017) FBC NON-HVHZ EVALLIATION Revision ZO: 09/12/2017 Prepared by: Robert Nienninen, PE-59166 Polyglass Modified Bitumen Roof Systems; (570) 394-1230 App endix 1, Page 21 of 59