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Home My WebLink AboutProduct Approvalrionaa rs namg Loae mime File Cop � rage 1 of "Z Business iProfessional Regulation BCIS Home .I Log In 1 User Registration I Hot Topics I Submit Surcharge I Stats & Facts I Publications FBC Staff BCIS Site Map Units + Search Product Approval 0'FAU0 FATENBRS OR H I IH1�HMEN lid d"* r .USER: Public User 9N b ARE THE RSSPONSIBILiTY.OF THE . Product Approval Menu> Product or Aoolicatlon Search> Application List> Applimdon.Detall jwNyH❑gqqRgF RECORD FL # FL16027-R1 Application Type Revision Code Version 2014 yy Application Status Approved ' i-SE: PLANS AI D ALL P,SOPOSE0 W02X Comments ARE S.UBJECT MAW CORRECTIONS , Archived REQUIRED BY F�-.IEL® INSPE�Ci�TOR�STTHA. tr•' •. -AAY I�E NEC7FLt1-el�Y 1N 011®Et ? Y Address/Phone/Email PO Box Oaterials'Group, LoFyP L 4'rnH q j,LIE�01t9 0L!®E S ` Rutherford, NJ 07070 a.•- --' .. L " C AvI (800)516-1485 david.ruiz@tribulltmg.com Authorized Signature David Ruiz david.rulz@tribuiltmg.cem r alit Technical Representative C Richard Schurman `� T. ��u � OUNTY BM'DITG DIVISION Address/Phone/Email 9050 Louisiana Street RJE `!/MWED FOR LIANCE Merrillville, IN 46410 ra "VF-t J , rich.schurman@alliedbuildin m mar, Quality Assurance Representative C Richard Schurman . PLANS AND PEMAMT MUST BE KEPT ON SOD Address/Phone/Email 9050 Louisiana Street OR, NTO EKC'?1ECTION WFML BE MADE. Merrillville, IN 46410 , rich.schurman@alliedbuilding.com Category Roofing Subcategory Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer J Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed the Robert Nleminen Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 03/31/2019 Validated By John W. Knezevich, PE VA Validation Checklist - Hardcopy Received Certificate of Independence FL16027 R1 COI 2015 01 COI Nieminen.odf Referenced Standard and Year (of Standard) Standard Year ASTM D6163 2000 ASTM D6164 2005 ' ASTM D6222 2008. FM 4470 1992 FM 4474 2004 Equivalence of Product Standards Certified By Sections from the Code http://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/11/2017 11 Florida Building Code Online Page 2 of 2 Product Approval Method Method 1 Option D - Date Submitted 03/23/2015 Date Validated 03/29/2015 Date Pending FBC Approval 03/31/2015 Date Approved 06/22/2015 Summary of Products FL # Model, Number or Name Description 16027.1' -BUILT Modified Bitumen Roof Systems SBS and APP modified bitumen roofs stems Limits of Use Installation Instructions Approved for use In HVHZ: No FL16027 R1 II 2015 03 FINAL Al ER TRI-BUILT MODBIT FL36027- RI.odf Approved for use outside HVHZ: Yes Impact Resistant: N/A Verified By: Robert Nleminen PE-59166 Design Pressure. +N/A/-622.5 Created by Independent Third Party: Yes Other. 1.) The DP noted in this application refers to one system. Refer Evaluation Reports to ER Appendix for all systems and max. design pressures. 2.) Refer to FL16027 RI AE 2015 03 FINAL ER TRI-BUILT MODBIT FL16027- RS ER Section 5 for Limits of Use. Created by Independent Third Party: Yes Contact Us :: 2601 Blair Stone Road, Tallahassee FL 32399 Phone: 850-487-1824, The State of Florida is an AA/EEO employer. Coovnaht 20a7-2m13 State of Florida.:: Privacy Statement :: Accessibility Statement :: Refund Statement Under Florida law, email addresses are public records. If you do not want your e-mall address released In response to a pub0rrecords request, do not send electronic mall to this entity. Instead, contact the office by phone or, by traditional mall. If you 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 provide the Department with an email address If they have one. The emalls 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 Pan be made available to the public. To determine If you are a licensee under Chapter 455, F.S., please dick here . . Product Approval Aocepto: http://www.floridabuilding.org/pr/pr_app dtl.aspx?param=wGEVXQwtDgtFPmdYiNDWr... 1/11/2017 ,.<,;• -.� ..iri 4 . _..,. .x•*rx',!r. .:rr r'Y r. . rp,;• wv r� , Table Deck Application Type Description 3A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 3A-2 Wood New, Reroof (Tear -Off) or Recover A-2 Mech Attached Anchor Sheet Bonded Insulation Bonded Roof Cover 18 Wood New, Reroof (Tear Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover SC Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 1D Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 3E-1 Wood New or Reroof (Tear -Off). E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 1E-2 Wood New Reroof (Tear -Off) or Recover E Non Insulated Mech Attached Base Sheet, Bonded Roof Cover iF Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 2A Steel or Conc. New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof -Cover 2B Steel or Conc. New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover {�. RD j Page 4 5 5 6 6 7 g I 8 9 10 3A3Steel -1 3A-2 3B 4A - 4B 4C SA 5B 5C, SD SE 6A 6B 6C 6D 7A 7B Conc. New; Reroof (Tear -Off) or Recover Concrete e New or Reroof (Tear -Off) Concrete New or Reroof (Tear -Off) Concrete New or Reroof (Tear -Off) LWIC New or Reroof (Tear -Off) LWIC New or Reroof (Tear -Off) LWIC New or Reroof (Tear -Off) CWF New or Reroof (Tear Off) CWF New, Reroof (Tear -Off) or Recover CWF New, Reroof (Tear -Off) or Recover CWF New, Reroof (Tear -Off) or Recover CWF New, Reroof (Tear -Off) or Recover Gypsum New or Reroof (Tear -Off) Gypsum New, Reroof (Tear -Off) or Recover Gypsum New, Reroof (Tear -Off) or- Recover Gypsum New, Reroof (Tear -Off) or Recover Various Recover Various Recover D A-1 A-1' F A-1 A-2 E A-1 A-2 B C E A-1 A-2 C E A-1 F Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover Bonded Insulation, Bonded Roof Cover Bonded Temporary Roof, Bonded Insulation, Bonded Roof Cover Non -Insulated, Bonded Roof Cover Bonded Insulation, Bonded Roof Cover Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Non -insulated; Mech Attached Base Sheet Bonded Roof Cover Bonded Insulation, Bonded, Roof Cover Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover JJ Mech. Attached Insulation, Bonded Roof Cover Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover {j Bonded Insulation, Bonded Roof Cover Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover Mech. Attached Insulation, Bonded Roof Cover Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover f Bonded Insulation, Bonded Roof Cover Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 11 12-14 15 15 ( 16-17 17 18 20 21 J 22 22 28 23 24 J 25. I 25 I 25 26-27 27 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 AHL Load r roof deck shall be documented through proper codified and/or FBC Approval documentation. listance of the 2. Insulation / base sheet fasteners shall be of sufficient length for the following deck engagement: ➢ Wood: Minimum 0.75-inch penetration. D Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. 3. ➢ Concrete: Minimum 1-inch embedment into pilot hole in accordance.with fastener manufacturer's published installation Instructions. Unless otherwise noted, insulation may be any one layer or combination of polyisocyanurate, polystyrene, wood fiberboard, perlite, Dens Deck, Dens Deck Prime, SECUROCK Gypsum -Fiber Roof Boar Glass -Mat Roof Board that meets the CIA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 1505.1 and, for foam plastic, FBC 2603.4.1 or 2603.6, when installed with the roof cove for SECUROCK Exterior Research and Design,- I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A42970.10.12-R1 fQr Revision FL36027-R3 is FL16 27-Rl Appendix , Page 1 of 27 • i ��i TRIN11 I 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.00f decks structural members shall be in accordance with FBC requirements to the satisfaction of the'AH1. Load resistance of the roof deck shall be documented through proper codified and/or FBC Approval doc mentat decks and S. 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 publishe'instructions. ➢ HA (HA): Full coverage at 25-30 Ibs/square. ➢ Dow Insta-Stik Roofing Adhesive (D-IS): Continuous 0.75 to 1-inch wide ribbons,12-inch o.c. ➢ Millennium One Step Foamable Adhesive (M-OSFA): 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,l2-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green may be used where OlyBond 500 is +eferenced. ➢ OlyBond Classic (OB Classic): Full coverage at 1 gal/square. i ➢ 3M CR-20: Continuous 2.5-3.5-inch wide ribbons,12-inch o.c. ➢ Note: When multiple layers(s) of insulation and/or coverboard are installed in ribbon -applied adhesive, adhesive ribbons shall be staggered from layer-to-loyer a distance of one-half the ribbon spa �ing. . ➢ Note: The maximum edge distance from the adhesive ribbon to the edge of the insulation board shall be not less than one-half the specified ribbons spacing. 6. Unless otherwise noted, all insulations are flat stock or taper board of the minimum thickness noted. Tapered polyisocyanurate at the following thickness limitations may be substituted with the folioi ing Maximum Design Pressure (MDP) 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 listed fora the thinner board listed below may be used as a drop -in for the equivalent thicker material listed in the table: P articular system in t ie tables, then ➢ Millennium One Step Foamable Adhesive (M-OSFA): MDP -157.5 psf (Min. 0.5-inch thick) ➢ OMG OlyBond 500 (OB500): MDP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ` ➢ OMG OlyBond 500 (OB500): MDP -187.5 psf (Min. 0.5-inch thick ISO 95+GL) ➢ OMG OlyBond 500 (OB500): MDP -315.0 psf (Min..0.5-inch thick ENRGY 3) ➢ OMG OlyBond 500 (OB500): MDP -487.5 psf (Min. 0.5-Inch thick ACFoam II) ➢ 3M CR-20: MDP -117.5 psf (Min. 1.0-inch thick) 7. Bonded polyisocyanurate insulation boards shall be maximum 4 x 4 ft. 8. 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 accor once 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 RAS 117 and M 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. 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 analyst I is permitted. 10. 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 TAS 105 or ANSI/SPRI FX-1. 11. For existing substrates in a bonded recover installation, the existing roof system shall be examined for compatibility and bond performance with the selected adhesive, and 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, ANSI/SPRI IA-1 orTAS 124. 12. For Recover Applications using System Type D, the insulation is optional; however, the existing roof system'shall be suitable for a recover application. I 13. LWIC shall be cast in accordance with FBC Section 1917 to the satisfaction of the Authority Having jurisdiction. For systems where specific LWIC is referenced, refer to current LWIC Product Approval fo ,specific deck construction and limitations. For systems where specific LWIC is not referenced, the minimum design mix shall be 300 psi. In all cases, the minimum top -coat thickness is 2-Inches. For LWIC over stru �ral concrete, reference is made to FBC Section 1917.4.1, Point 1. Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A42970.10.12-R1 Or FL16027-RI Revision :03/23/2015 Appendix Page 2 of 27 14. Unless otherwise noted, refer to the following references for bonded base, ply or cap'sheet applications. 15. 16. QOTRINI ; JERD .;. pF 1. ;, },,..tri'.,,��'. `4`h�di-r�t�''' � �:: �� ,� � � % Y�tLri j�. 'f.7'� - � a�'. �,� �b';� M, � Material • t- r:,:,a Reference Layer r a fi ,N,� Application I; BP -AA (Base and Ply sheets, Asphalt -Applied) Base FBC Approved ASTM D4601, Type II HA at 20 40 Ibs/squ Ilre I Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap TriBuilt SBS Granular HA at 20-40 lbs/squaire SBS-TA (SBS, Torch Applied) Cap TriBuilt SBS Granular Torch -Applied I SBS-SA Base TriBuilt SA SBS Base (SBS, Self -Adhering) Self -Adhering i Cap TriBuilt SA SBS Cap APP-TA Base or Ply TriBuilt APP Smooth (APP, Torch -Applied) Torch -Applied � Cap TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap TriBuilt SA APP C Cap Self-Adhering The following represent priming requirements for gypsum -based coverboards: ➢ Dens Deck and Dens Deck Prime shall be field -primed with ASTM D41 primer prior to self -adhering or torch -applied membrane application. No priming Is required for hot -asphalt membrane SECUROCK Gypsum -Fiber Roof Board does not require field priming for any membrane application. "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, I.I.C. d/b/a TrinitVI ERD Evaluation Report A42970.10.12-R1 f r FL36027-R1 Certificate of Authorization 1#9503 Revision �: FL160 7-Rl Prepared by: Robert Nieminen, PE-59166 Appendix 4 Page 3 of 27 I Q0TRINITYIERD TABLE 3A-1: WOOD DECKS— NEW CONSTRUCTION oR REROOF (TEAR -OFF) 1 SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER System Deck Anchor Sheet Base Insulation Top Insulation Roof Cover i No. (See Note 1) MDP (Psi) Type Fasteners Attach Type Attach Type Attach Base Ply Cap ! Min. 0.25-inch Dens Polyglass G2 Base, 8-inch o.c. in 4- Deck, Dens Deck Prime, Min.19/32- CertainTeed Glasbase, 32 ga.,1-5/8-_ inch lap and 8- (Optional) FBC SECUROCK Gypsum- W_1 inch plywood ' Firestone MB Base, inch diameter inch o.c. in Approved, Fiber Roof Board, Min. SBS-AA, ! at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA 0.75-inch FescoBoard HA gp_AA (Optional) SBS-TA, ; -60.0 inch spans Glass Base or ga. annular ring spaced,* type II polyiso- (homogeneous) or min. BP -AA" APP-TA GAFGLAS #75 shank nails staggered cyanurate 0.5-inch Structodek center rows High Density Fiberboard Roof Insulation II Polyglass G2 Base, 8-inch o.c. to 4- Min.19/32- CertainTeed Glasbase, 32 ga., 1-5/8- Inch lap and 8= (Optional) FBC.c. (Optional) W-2 inch plywood Firestone MB Base,1M inch diameter inch on i Approved, Min. 0.25-inch Dens One or SBS-SA, at max. 24- Perma-Ply 28, Tamko tin caps with 11 three, equally ASTM C1289, HA Deck, Dens Deck Prime, HA SBS-SA more SBS APP-SA, I , -60.0 inch spans Glass Base or ga. annular ring spaced, type II polyiso- SECUROCK Gypsum- SA or SBS-TA or GAFGLAS #75 shank nails staggered cyanurate Fiber Roof Bd Board APP-TA APP-TA i . center rows 6-inch o.c. in 4- Min. 19/32- ga., 1-5/8- inch lap and 6- Min. 2-inch D-1S, OB500, inch plywood Polyglass Elastobase In inch diameter inch o:c. in ACFoam 11, III, CR-20 or M- Min. 0.25-inch Dens D-IS, W-3 at max. 24 or Polyglass tin caps with 12 four, equally H-Shield, H- OSFA, atop Deck, Dens Deck Prime OB500, BP (Optional) SBS-AA, inch spans p Elastobase Poly ga. annular ring spaced, Shield CG, fastener or SECUROCK Gypsum- CR-20 or -AA BP -AA SBS-TA, -60.0 shank nails staggered Multi -Max FA3 rows, 7-inch Fiber Roof Board M-OSFA APP-TA j center rows or ENRGY-3 oc 6-inch o.c. in 4- Min. 19/32- 32 ga., 1-5/8- inch lap and 6- Mtn. 2-inch D-IS, OB500, D-ISo B (Optional) inch plywood Polyglass Elastobase inch diameter inch o.c. in ACFoam II, III, M- D-IS, One SBS-SA, W-4 at max. 24- or Polyglass tin caps with 12 four, equally q y H-Shield, H- OSFA, atop (Optional) Additional OB500, SBS-SA or more SBS- APP-SA, 1 inch spans p Elastobase Poly ga. annular ring spaced, Shield CG, fastener layers of base insulation y CR-20 or SBS-TA ot. shank nails staggered Multi -Max FA3 rows, 7-inch M-OSFA SA or APP-TA center rows or ENRGY-3 oc APP=TA i Exterior Research and Design, I.I.C. d/b/a Trtnityi ERD I, Evaluation Report A42970.10.12-R1 fbr FL16027-RI . Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Appendix Revision f: 03/23/2015 Page 4 of 27 ! i TRINIIj, I ERD TABLE 1A-2: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE A-2: MECHANICALLY ATTACHED ANCHOR SHEET, BONDED INSULATION, BONDED ROOF COVER ! System Deck Anchor Sheet Base Insulation Top insulation Roof Cover i MDP No. (See Note 1) (P s Type Fasteners Attach a Type Attach Type Attach Base Ply Cap ! �' Polyglass 12-inch.o.c. in 4- Min. 0.25-inch Dens Deck, Min. 19/32- Elastobase or OMG Flat inch lap and 12- (Optional) FBC Dens. Deck Prime, SECUROCK W-5 Inch plywood at max. 24- Polyglass Bottom Plates (square) with inch o.c. in two, Approved, ASTM C1289, HA Gypsum -Fiber Roof Board, Min. 0.75-inch FescoBoard HA BP -AA (Optional) SBSApA SBS- 60.0 inch spans Elastobase Roofgrip #12 equally spaced, staggered center type II polyiso- (homogeneous) or min. 0.5- BP -AA TA, APP-TA:. Poly rows cyanurate inch Structodek High Density Fiberboard Roof Insulation Min. 19/32- Polyglass OMG Flat 12-inch o.c. in 4- inch lap and 12- (Optional) FBC (Optional) W_6 inch plywood Elastobase or Polyglass Bottom Plates inch o.c. in two, Approved, Min. 0.25-inch Dens Deck, One or SBS-SA, APP,- at max. 24- Elastobase (square) with (sq d equally eqy space, ASTM C1289, HA Dens Deck Prime, SECUROCK HA SBS-SA more SBS- SA, SBS-TA -60.0 inch spans P Poly Roof grip #12 staggered center type II polyiso- Gypsum -Fiber Roof Board SA or APP- or APP-TA rows cyanurate TA !i TABLE 1B: WOOD DECKS — NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER f 1 SYSTEM TYPE B: MECHANICALLY ATTACHED BASE INSULATION, BONDED TOP INSULATION, BONDED ROOF COVER System Deck (See Note 1) Base Insulation Layer Top Insulation Layer Roof Cover II 1; MOP No. Type Fasteners Attach Type Attach Base Ply Cap i (Psf) Min.19/32-inch Min. 1.5-inch Dekfast Hex with Min. 0.75-inch FescoBoard (Optional if (Optional if using W-7 plywood at max. 24-inch ENRGY 3, H-Shield Dekfast #12 or TruFast 1 per (homogeneous) or min. 0.5-inch HA using AA Ply) AA Base) One or SBS-AA, SBS-T ,, -60.0 spans or Polytherm MP-3 with TruFast DP 1.33 ft Structodek High Density Fiberboard BP -AA more BP -AA or APP-TA Roof Insulation APP-TA Exterior Research and Design, LLC. d/b/a Trinity I ERD Evaluation Report A42970.10.12-R1 f1; FL36027-R3 Certificate of Authorization #9503 Revision d: FL16 27-Rl Prepared by: Robert Nieminen, PE-59166 Appendix 1 Page 5 of 27 i ��TRIi N' ITY I ERD TABLE 1C: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER � 1 SYSTEM TYPE C: MECHANICALLY ATTACHED INSULATION, BONDED ROOF COVER System Deck (See Note 1) Base Insulation Top Insulation Layer Roof Cover MDP No. Layer (psf) Type Fasteners Attach Base Ply Cap I Min.19/32-inch (Optional) Min. 0.5-inch Structodek High Density W-8 plywood at max. , One or more layers, y Fiberboard Roof Insulation or min. 0.25- Dekfast Galvalume Steel Hex 1 per 1.33 (Optional if (Optional if using AA SBS-AA, SBS-TA, APP- 24-inch spans any combination, inch Dens Deck, Dens Deck Prime or with z ft using AA Ply) Base) One or more BP -AA TA I -82.5 loose laid SECUROCK Gypsum -Fiber Roof Board Dekfast#12 DP BP -AA or APP-TA i (Optional) Dekfast Galvalume W-9 Min. 19/32-inch plywood at max. One or more layers, y � Min.1.5-inch ENRGY 3, H-Shield or Steel Hex with Dekfast #12 DP Dekfast i per 1.33 (Optional) One or more, SBS-SA, APP-SA, SB$- 24-inch spans any.combination, Polytherm or MP-3 ft2 SBS-SA SBS-SA or APP-TA TA or APP-TA 82 5 loose laid with TruFast OR TABLE 11): WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE D: PRELIMINARILY ATTACHED INSULATION, MECHANICALLY ATTACHED.BASE SHEET, BONDED ROOF COVER System . Deck (See Note 1) Insulation Layer(s) Base Sheet Roof Cover MOPNo. (psf) Type Attach Base Fasteners Attach Ply. Capp Polyglass Elastobase, Polyglass OMG Flat Bottom Plates W-10 Min.19/32-inch plywood at max. One more layers, Prelim. Elastobase Poly, Polyglass G2 Base, (square) with Roofgrip 12-inch o.c. in 4-inch lap and 12- (Optional) ne SBS-AA, 24-Inch spans P o any combination Attached CertainTeed Glasbase, Firestone MB #14 Dekfast Hex with Inch o.c. in two, equally spaced, Q Y P or more BP -AA SBS- 52.5 Base, JM Perma-Ply 28, Tamko Glass Dekfast #14 or TruFast staggered center rows or APP-TA APP-TA Base or GAFGLAS #75 MP-3 with TruFast HD W-11 Min. 19/32-inch plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SAJ 24-inch spans any combination Attached Elastobase Poly with poly top surface #14 or TruFast MP-3 with inch o.c. in two, equally spaced, SBS SA SBS-TA or -52.5' TruFast HD staggered center rows APP-TA W-12 Min.19/32-inch plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-Inch lap and 12- (Optional) One SBS-AA, - 24-inch spans any combination Attached Elastobase Poly Y (square) with Roofgrip #12 inch o.c. in two, equally spaced; or more BP -AA SBS-TA, -60.0 staggered center rows or APP-TA APP-TA W-13 Min. 19/32-inch plywood at max. One or more layers, Prelim. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates 12-inch o.c. in 4-inch lap and 12- One or more SBS-SA, APP-SA, 24-inch spans any combination Attached Elastobase Poly with of to surface Y poly P (square) with Roofgrip #12 inch o.c. in two, equally spaced, SBS-SA SBS-TA r -60.0• _ staggered center rows APP-TA Exterior Research and Design, I.I.C. d/b/a Trinity) ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59266 Evaluation Report A42970.10.12-111(or FL16027-R1 Revision I: 03/23/2015 Appendix I, , Page 6 of 27 r� 1. Q0TP'uN1T1 I ERD TABLE.1E-1: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck (See Note 1) Base Sheet Roof Cover MOP No. Base Fasteners, Attach Ply Cap (Psf) Min. 15/32=inch W-14 . plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch o.c. at 2-inch lap and 18-Inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA 45 0• inch spans equally spaced, staggered center rows APP-TA or APP-TA i Min. 15/32-inch W-15 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 9-inch•o.c. at 2-inch lap and 12-Inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA Inch_ spans equally spaced, staggered center rows APP TA or APP-TA i 52.5 Min.19/32-inch Polyglass Elastobase, Polyglass Elastobase W-16 plywood at max. Poly, Polyglass G2 Base, CertainTeed 32 ga., 1-5/8-inch diameter tin caps 8-inch o.c. in 4-Inch lap and 8-Inch o.c. in three, (Optional) One orSBS-AA, SBS- 24-inch spans Glasbase, Firestone MB Base, JM Perma- with 11 ga. annular ring shank nails equally spaced, staggered center rows more BP -AA or TA, APP-TAB -60.0 Ply 28, Tamko Glass Base or GAFGLAS #75 APP-TA W-17 Min. 19/32-Inch plywood at max. Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inch diameter tin caps ) 8-inch o.c. In 4-inch lap and 8-inch o.c. in three, (Optional) One or SBS-SA, APP- 24 inch spans Elastobase Poly with.poly top surface with 11 ga. annular ring shank nails equally spaced,. staggered.center rows more SBS-SA or SA, SBS-TAor -60.0 APP-TA APP TA Min.15/32-inch W-18 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in two, (Optional) BP -AA or SBS-AA, SBS-TA Inch spans equally spaced, staggered center rows APP-TA or APP-TA -90.0 W-19 Min.19/32-inch plywood at max. Polyglass Elastobase or Polyglass 32 ga.,1-5/8-inch diameter tin caps nc 4-inch o.c. in 4-inch lap and 4-inch o.c. in four, (Optional) One or SBS-SA SBS-SA, APP- SA, SBS-TA!or 24-inch spans Elastobase Polywith of to surface poly p with it a. angular rin shank nails. g g equally spaced, staggered center rows q Y p gg more or -97.5 APP-TA APP-TA I Min.15/32-inch i W-20 plywood at max. 24- Polyglass Elastobase Simplex MAXX Cap 6-inch o.c. at 2-inch lap and 6-inch o.c. in three, (Optional) BP -AA or SBS-AA, SBS, TA Inch spans . equally spaced, staggered center rows APP-TA or APP-TA i 105.0 W-21 Min.19/32-inch plywood at max. Polyglass Elastobase or Polyglass 32 ga., 1-5/8-inchdiameter tin caps 6-inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or SBS-AA, SBS- 24-inch spans Elastobase Poly with 11 k a annular ring shank nails g g equally spaced, staggered center rows q Y P gg more BP -AA or TA, APP-TAT -112.5 APP-TA I Min. 19/32-inch 32 ga., 1-5/8-inch diameter tin caps W-22 plywood at max. Polyglass Elastobase or Polyglass Elastobase with 11 ga. annular ring shank nails. 6-Inch o.c. in 4-inch lap and 6-inch o.c. in four, (Optional) One or SBS-SA, APP- BS SA, SBS-TA 24-Inch spans Poly with poly top surface Note: Tin caps are to be primed with equally spaced, staggered center rows more APP-TA -312.5 ASTM D41 primer. APP i! i Exterior Research and Design, LLC. d/b/a Trinityl ERD Certificate of Authorization #9503 Prepared.by: Robert Nieminen, PE-59166 Evaluation Report A42970.10.12-111 for FL36027-R1 Revision 1: 03/23/2015 Appendix 1, Page 7 of 27 TTRINIT"YIERD TABLE 1E4: WOOD DECKS —NEW CONSTRUCTION, REROOF (TEAR -OFF) OR RECOVER SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER System Deck (See Note 1) Base Sheet Roof Cover MDP No. Base Fasteners Attach Ply Cap (Psf) Min.19/32-inch Polyglass Elastobase, Polyglass Elastobase Poly, Polyglass G2 Base, CertainTeed OMG Flat Bottom Plates (square) with 12-inch o.c. in flinch lap and 12-inch (Optional) One or W-1 plywood at max. 24-inch spans Glasbase, Firestone MB Base, JM Perma. Roofgrip #14, Dekfast Hex with Dekfast #14 o.c. in two, equally spaced, staggered more BP -AA or SBS-AASBS- , TA, APP-TA. -52.5 Ply 28, Tamko Glass Base or GAFGLAS #75 or TruFast MP-3 with TruFast HD center rows APP-TA W-2 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass Dekfast Hex with Dekfast #14 or TruFast MP- 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD o.c, in two, equally spaced, staggered SA SA, SBS-TA or -52.5• center rows APP-TA W-3 Min. 19/324nch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS 24-inch spans Elastobase Poly . Roofgrip #12 o.c. in two, equally q ally spaced, staggered more BP -AA or TA, APP-TA -60.0 center rows APP-TA W-4 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with (q ) 12-inch o.c. in 4-inch lap and 12-inch One or more SBS- SBS-SA, APP- 24-inch spans Elastobase Poly with poly top surface Roofgrip #12 o.c. in two, equally spaced, staggered A SA, SBS-TA or -60.0' center rows APP-TA TABLE IF: WOOD DECKS —NEW CONSTRUCTION OR REROOF (TEAR -OFF) SYSTEM TYPE F: NON -INSULATED, BONDED ROOF COVER System No. Deck Printer Roof Cover MDP Joint Treatment Base Ply Cap (psf) 4 s 3�nct►-ply��'!�oodt- <ai�iinax.>24)nch.s ans P �;: � - . �' °AS M.D4ip -r J_.�..• - srs y, ., f ,' � `" �f�` :NdRer c T tr — �'.'." � _ "�' (Opflorial)5B5S9 A, a90.0 r� i" orAP,P=TA• Ls _ #y� W 6 Min.15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA at max. 24-inch spans SBS Base, rolled into place to create continuous bond. TriBuilt SA SBS Base e APP-TA or APP-TA -97.5 Exterior Research and Design, I.I.C. d/b/a Trinity I ERD Certificate of Authorization #9503 Prepared by: Robert Nieminen, PE-59166 Evaluation Report A42970.10.12-R1 for FL16027-RI Revision 1: 03/23/2015 Appendix 1, Page 8 of 27