The URL can be used to link to this page

Home My WebLink AboutPRODUCT APPROVALi 45--unlast Metal Value Engineered Meta/ Roofing rM Vtkf RIt .26 04.-'24" R001= P:ANE.L;.01!_ER 15132" PLYWO.O.D FLORID U ACOPY 423.7 CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBIUTY OF THE Product Evaluation Report CONTRACTOR OR RECORD 26GA 5 V CRIMP Roof Ponel over 15/32" Plywood Florida Product Approval #21423.7 Florida Building Code 2017 6th ed SCANNED Per Rule 61G20-3 Method: 1-0 BY �t. Category: Roofing Subcategory: Metal Roofing Compliance Method: �1,7de C®untv Rule 61620-3 HVHZ Product Manufacturer: Sunlast Metal 2120 SW Poma Drive Palm City, Florida 34990 Engineer Evaluator Diane G. Marotta, P.E. FL reg # 82591 - 1915 NE 45"' ST. #107 Fort Lauderdale, FL 33308 9.54-776-8004 - Validator: Locke Bowden, P.E., FL #49704 9450 Alysbury Place Montgomery, AL 36117 ,rh 1 d 8- 0 Z4 vr(►2k� (�X1L LUCIE COUNTY BUILDING DIV ION IEWED FOR CIANCEIEWJD —r' g'AND`Pl5RMt7`'(9UST BE KE )Og OR NO INSPECTIONS) W L MADE THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. Diane G- Marotta, P.E. FL reg # 82591 seal ipliance Statement: The product as described in this report has demonstrated compliance with the orida Building Code 2017, Sections 1504.3.2, 1507.1.1,1507.4.3,1518.9, 1523.6.5.2.4 duct Description: 26GA 5 V Crimp Metal Panel, 24" Width, Roof panels, 5/8" Rib height, 12" O.C. el THRU FASTENED into 15/32" APA Plywood decking. Non-structural Application. R USE IN HVHZ. 26GA metal conforming to Florida Building Code 2017 Section 1507.4.3 Yield Strength: 55KSI Resistance: Panel Material shall comply with Florida Building Code 2017, Section 1507.4.3 Dimensions: Panel Width: 24" width aver: Wood-Zac XG fastener w/Neoprene washer or equivalent #10 Hex Head. Corrosion Resistant per Florida Building 2017 Section 1506.7 6" minimum penetration through plywood )sion Resistance: Per Florida Building Code 2017, Section 1506.6,1507.4.4 2" APA plywood, plywood supports at maximum 24' O.C. Design of plywood and plywood supports are outside the scope is evaluation. Must be designed in accordance w/ Florida Building Code 2017. Uplift Pressures: Uplift Design Pressure: with Safety Factor of 2 T BLE A R of Areas Field Perimeter/Corner ax Design Pressure-78.5psf-189.25psf F Istener Spacing 16" o.c. 8" o.c. F stener Size #10 # 10 Optional.Rigid Insulation board, 3" max thickness compliant with FBC 2017 section 1508.2 Assurance: In accordance with FBC 2011 and Rule # 61620-3: Keystone Certification, QUA 1824 References: hitectural Testing Inc (TST 1527) # F0755.01-450-18 TAS 125-2003 hitectural Testing Inc (TST 1527) #0412-1017-05 TAS 125-2003 hitectural Testing Inc. (TST 1527)# SFMS-001-02-01 TAS 100-1995 , B8944.01-450-18 TAS 125 Construction Material Tech nologies(TST5878) AKZC-001-02-01/05 TAS 110-2000 RI Construction Material Tech nolog ies(TST5878)AKZC-001-02-01/05 ASTM B 117-2002 KZO Nobel Coatings, Inc. Lab Form ASTM G 153 Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section 3.2. The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2017, as to Rule 61G20-3. imum Slope Range 2/12 Minimum Slope per Florida Building Code 2017, and in accordance with Manufacturers mmendations. 31lation: Install per manufacturer's recommended details in compliance with FBC 2017 and RAS 133. erlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017 Chapter 1507, Chart 1507.1.1 Page 2 of 4 Ro4 Panel Fire Classification: No classification. Sheor Diaphragm: values are outside the scope of this report. Des gn Procedure: Based on the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the Flor IdIa Building Code 2017 -roof cladding wind loads. Component wind loads for roof cladding are compared to the allowable pre!$ure listed above. Design professional shall select the applicable erection details to reference in drawings for correct fast ner attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be co liant with Florida Building Code 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. Req fired wind loads shall be determined per project per FBC 2017 and any rational analysis computation shall be prepared by a licet sed design professional. Cer ificate of Independence: Diane G. Marotta, P.E. does not have nor will acquire financial interest in any company ma ufacturing or distributing products under this evaluation. Diane G. Marotta, P.E. is not owned or operated or controlled by any company manufacturing or distributing product under this report. PRODUCT EVALUATION REPORT Page 3 of 4 C.,unlast Metal Value Engineered Meta/ Roofina rM KEY IOVEST :SERIES V RIM INSTALL DETAILS Fastener: # 10 HexHead w/neoprene washer per Evaluation Report Specification TYPICAL ASSEMBLY PROFILE VIEW vvenap Page 4 of 4 Florida Building Code Online-- BCIS Home I log In I User Registration I Hot Topics I Submit Surcharge I Stats & Facts i Publications I FBC Staff Io BCIS Site Map I Links I Search' C '' Product Approval re USER: Public User Product Approval Menu > Product or Application Search > Application List > Application Detail d `AN NED BY FL # FL16027-112 ��. Z��9� (�®�� Application Type Revision `� Code Version 2017 Application Status Approved Comments Archived Product Manufacturer Tri-Built Materials Group, LLC Address/Phone/Email PO Box 70 Rutherford, NJ 07070 (800) 516-'1485 david.ruiz@tribuiltmg.com Authorized Signature David Ruiz david.ruizOtribuiltmg.com/ Technical Representative David Ruiz Address/Phone/Email 250 Route 17 North East, Rutherford, NJ 07073 (201)842-2449 david.ruiz@tribuiltmaterialsgroup.com Quality Assurance. Representative Address/Phone/Email Category Subcategory C Richard Schurman 9050 Louisiana Street Merrillville, IN 46410 rich.schurman@alliedbuiiding.com Roofing Modified Bitumen Roof System Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardcopy Received Florida Engineer or Architect Name who developed Robert Nieminen the Evaluation Report Florida License PE-59166 Quality Assurance Entity UL LLC Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received . Certificate of Independence FL16027 R2_C0l_2017_01__Nieminen.pdf Referenced Standard and Year (of Standard) Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 2012 FM 4474 2011 Equivalence of Product Standards 1/2 I j https:L i Florida Building Code Online Certified By Sections from the Code Product Approval Method Method 1 Option D Date Submitted 09/25/2017 Date Validated 09/30/2017 Date Pending FBC Approval 10/08/2017 Date Approved 12/12/2017 Summary of Products FL # Model, Number or Name.. Description 16027.1 TRI-BUILT Modified Bitumen. Roof SBS and APP modified bitumen roof systems Systems' Limits of Use Installation Instructions Approved for use in HVHZ: No FL16027 R2_II_2017 09_FINAL Al ER TRI- Approved for use outside HVHZ: Yes BUILT_MODBIT FL16027-R2.pdf 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 Design Pressure noted in this application Evaluation Reports refers to one system. Refer to ER Appendix for all systems and FL16027 R2_QE_ZQ127_09 FINAL EB_TR max. design pressures. 2.) Refer to ER Section 5 for Limits of BUILT_MODBIT FL16027-R2.pdf Use. Created by Independent Third party: Yes Ek ide;ct Contact Us :: 2601 Blair Stone Road. Tatlahm= FL 32399 phone: 850-481- 824 The State of Florida Is an AA/EEO employer. Qpy(Lght 2007-2013 State of Florida, : Priyaa Statement :: Accessibility Statement ,:Refund statement 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 traditional mail. 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 emaif 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 UM. Product Approval Accepts: Credit Card . Safe. a 212 TRINITY I ERD IAPF'EnDIX3:;ATTACHMENT. REQUIREMENTSFpRi11lINDUPtIFi;SE515TANCE i' "• .:•; .' ..' - Table Deck Application Type Description page 1A-1 Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 IA-2 Wood New; Reroof (Tear -Off) or Recover A-2 ' Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 1B Wood New, Reroof (Tear -off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation; Bonded Roof Cover 5 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 ID Wood New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 6 3E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 1E-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover g 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover g 2A Steel or Structural concrete New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 9 . 2B Steel or Structural concrete New, Reroof (Tear -Off) -or Recover C Mech. Attached. Insulation, Bonded Roof Cover 9 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 10 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 3B Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 14 4A LWIC New or Reroof (Tear -Off) A-1 Sonded.fnsulation, Bonded Roof Cover 15-16 4B LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded insulation, Bonded Roof Cover 16 4C LWIC New or Reroof (Tear -Off) E Non -insulated, Mech. Attached Base Sheet, Bonded Roof Cover 1749 5A CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 5B CWF New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 21 Sc CWF New, Reroof (Tear -Off) or Recover B Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 22 5D CWF New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 22 SE CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 22 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 6B Gypsum New, Reroof (Tear -Of" or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 24 6C Gypsum New, Rerbof (Tear -Off) or Recover C Mech. Attached insulation, Bonded Roof Cover 24 6D Gypsum New, Reroof (Tear -off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 24 7A Various Recover 'A-1 Bonded insulation, Bonded Roof Cover 25-26 75 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover -26 The following notes apply to the systems outlined herein - I. 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- �r ➢ Wood: Minimum 0.75-inch penetration. ➢ Steel: Minimum 0.75-inch penetration and engage the top flute of the steel deck. ➢ Structural concrete: Minimum 1-inch embedment into pilot 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, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 63G20-3 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, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-112 for FL16027-R2 Certificate of Authorization #9503 6TM EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2027 Prepared by: Robert Nfemfnen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1495 Appendix 1, Page i of 26 TRINITY 3 ERD 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 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). 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. ➢ HA (HA): Full coverage at 25-30 Ibs/square. ➢ Dow INSTA STIK Quik Set Insulation 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 01yBond 500 (06500): Continuous 0.75 to 1-inch wide ribbons, 22-inch o.c. (PaceCart or SpotShot). Note: OlyBond Green maybe used where 01yBond 500 Is referenced. ➢ 01yBond Classic (OB Classic): Full coverage at 1 gal/square. ➢ ICP Adhesive & Sealants CR-20: Continuous 2.5-3.5-Inch wide ribbons,l2-inch o.c. ➢ Note. When multiple layers(s) of insulation and/orcoverboard are Installed In ribbon -applied adhesive, adhesive ribbons shall be staggered from layer-to-loyer a distance of one-half the ribbon spacing. 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. 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 following Maximum Design Pressure (MDP) limitations. In no case shall these values be used to 'Increase' the MOP listings in the tables; rather if MOP listing below meets or exceeds that listed for a particular system in the tables, then the thinner board listed below maybe used as a drop -In for the equivalent thicker material listed in the table: ➢ Millennium One Step Foamable Adhesive (M-OSFA): MOP -157.5 psf (Min. 0.5-inch thick) ➢ OMG 01yBond 500 (OB500): MOP -45.0 psf (Min. 0.5-inch thick Multi -Max FA-3) ➢ OMG OlyBond SOD (08500); MOP -187.5 psf (Min. 0.5-Inch thick ISO 95+ GL) ➢ OMG 01yBond 500 (OB500): MOP -315.0 psf (Min.0.5-inch thick ENRGY 3) ➢ OMG 01yBond SOD (011500): MOP -487.5 psf (Min. 0.5-Inch thick ACFoam 11) ➢ ICP Adhesive & Sealants CR-20: MOP -117.5 psf (Min.1.0-inch thick) B. Bonded polyisocyanurate insulation boards shall be maximum 4 x4 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 10, 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 WDi, 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 IlmitationS 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 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 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 I-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 TBC Section 1917 to the satisfaction of the Authority Having Jurisdiction. For systems where specific LWC is referenced, refer to current LWC 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, LLC. d/b/a Trinity) ERD Evaluation Report A42970.10.12-112 for FL16027-R2 Certificate of Authorization #9503 6r" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nleminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 2 of 26 TRINI?Y 1 ERD 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. Reference Layer Material Application BP -AA (Base and Ply sheets, Asphalt -Applied) Base Ply FBC Approved ASTM D4601, Type II HA at 20-40 Ibs/square Ply FBC Approved ASTM D2178, Type IV or VI SBS-AA (SBS, Asphalt -Applied) Cap Ply - TrlBulit SBS Granular HA at 20-40 Ibs/square SBS-TA (SBS, Torch -Applied) Cap Ply TriBuilt SBS Granular Torch -Applied SBS-SA (SBS, Self -Adhering) Base Ply TriBUllt SA SBS Base Self -Adhering Cap Ply TriBuilt SA SBS Cap APP-TA (APP, Torch -Applied) Base Ply or Ply TriBuilt APP Smooth Torch Applied Cap Ply TriBuilt APP Smooth, TriBuilt APP Granular APP-SA (APP, Self -Adhering) Cap PI y TrlBuilt SA APP Ca p - Self -Adhering 16. 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 MOP listings below vs. those in Table 3A applies: VAPDR:BARRIER OPnoNs; STRUCi',UaAL Cb,NCRETE DECK, ADHERED INSULATION PER TABLE 3A „ +' •:-.` •' ` •; Option # Primer Vapor Barrier Insulation Adhesive MDP (psf) Type Attach VB-1. ASTM D41 TriBuilt SA SBS Base Self -Adhering Inta-Stik or CR-20,12-inch o.c. -60.0 VB-2. ASTM D41 TrlBullt SA SBS Cap Self -Adhering _ Insta-Stik,12-inch o.c. -75.0 VB-3. ASTM D41 TriBuilt SA SBS Cap Self -Adhering Millennium One Step Foamable Adhesive,12-inch o.c. -157.5 VB-4.. ASTM D41 TrlBullt SA SBS Cap Self -Adhering CR-20,12-inch o.c. -270.0 VB-5. ASTM D41 TdBullt SA SBS Base Self -Adhering Millennium One Step Foamable Adhesive, Millennium PG-1 Pump Grade Adhesive, OlyBond 500 or CR-20,12-inch o.c. -290.0 17. -Dens Deck shall be field -primed with PG100 prior to self -adhering membrane application. Refer to tables herein for other priming requirements. 18. "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, LLC. d/b/a Trinity IERD Evaluation Report A42970.10.12-R2 for FL16027-R2 Certificate of Authorization #9503 eH EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1495 Appendix 1, Page 3 of 26 TRINITY a ERD . t :.TABLE 1E 2 ,WOOD DECKS NEW CpNSiR11CTfON,,REROOF (TeaR-OFF)'oR Ri:coveR „SYSTEM;TYPE, E ;NON INSULATED,_MECHANICALLY;ATTAGHED BASE SHEET,:BONDED,ROOF COVER System Deck (Note 1) Base Sheet Roof Cover (Note 15) MDP Base fastener: Attach Base Ply Cap Ply No. (Psf) Min.19/32-Inch Polygiass Elastobase, Polyglass Elastobase Poly, Polygiass G2 Base, CertainTeed OMG Flat Bottom Plates (square) with 12-Inch o.c in 4-Inch lap and 12-Inch (Optional) One or 5B5-AA, 585- W-1 plywood at max. Glasbase, Firestone MB Base, JM Perma- Roofgrip #14, Dekfast Hex with Dekiast #14 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -52.5 24inch spans Ply 28, Tamko Glass Base or GAFGIAS #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- Elastobase Poly with poly top surface 3 with TruFast HD o.c. in two, equally spaced, staggered : SA SA, SBS TA or -52.5* 24-inch spans center rows APP-TA W-3 Min.19/32-inch at Polygiass Elastobase or OMG Flat Bottom Plates (square) with 12-Inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS-. plywood max. Elastobase PolyPolygiass Roofgrip #12 o.c. In two, equally spaced, staggered more BP -AA or TA, APP-TA -60.0 24-inch spans center rows APP-TA W-4 Min.19/32-Inch at max. Polygiass Elastobase or Polygiass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-Inch lap and 12-inch in One or more SBS- SBS-SA, APP- plywood Elastobase Poly with poly top surface Roofgrip #12 o.c. two, equally spaced, staggered SA SA, SBS-TA or -60.0* 24-inch spans center rows APP TA . Exterior Research and Design, LLC. d/b/a Trinity( ERD Evaluation Report A42970.10.12-112 for FL16027-R2 Certificate.of Authorization #9503 6'" EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (8W) 516-1485 Appendix 1, Page 8 of 26