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Home My WebLink AboutPRODUCT APPROVALr 3/12/201 I Florida Building Code Online x,$ SCANNED, mac. BY rig ,. ?;✓#P ty e � St. Lucie County BCIS Home Log In User Registration Hot Topics _ Submit Surcharge Stats & Facts Publications FBC Staff BCIs site rlap Links Search a Product Approval USER: Public User i Product ADDfOVai Menu > Product or Application Search > A licati ist > Application D tall x FL # FL16027-R2 {DECEIVED ' Application Type Revision Code Version 2017 J U N 2 9 20 i 3 Application Status Approved i Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email: , - Quality Assurance Representative Address/Phone/Email ' ST. Lucie County, Permitting Tri-Built Materials jr , %Z4— PO Box 70 ST. LUCIE COUNTY BUILDING DI ISIO Rutherford, NJ 07070 REVIEWED FOR COMPLIAN (800)516-1485 david. ruiz@tribuiltmg.cpfVIE B DATE TiON ]OB PLANS A PERMIT MUST,B WILL BE MADE David Ruiz ,$TE OR NO INSPECTION(S) - david.ruiz@tribuiltmg.c r David Ruiz 250 Route 17 North - East Rutherford, NJ 07073 (201) 842-2449 david.ruiz@tribuittmaterialsgroup.com C Richard SchurmarrMES.E PLANS AND All, PROPOSED;WORK 9050 Louisiana StreARE SUBJECT TO ANY CORRECTIONS Merrillville, IN 4641(REQUIRED BY FIELD INSPECTORS THAT rich.schurman@allieMAYrBEC ECESSARY IN ORDER TO i COMPLY WITH ALL APPLICABLE CODES. Category 'Roofing Subcategory 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 the Robert Niemineri Evaluation Report Florida" License - PE-59166 Quality Assurance Entity UL LLC FILE COPY Quality Assurance Contract Expiration Date 10/06/2018 Validated By John W. Knezevich, PE Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) FALED FASTENERS OR ATTACHME,:NTS IRE THE RESP061SIBILITY OF THE CONTRACTOR OR RECORD FL16027_R2_COI_2017_O1_COI_Nieminen.pdf Standard Year ASTM D6163 2008 ASTM D6164 2011 ASTM D6222 2011 FM 4470 _ 2012 FM 4474 2011 Equivalence of Product Standards Certified By 3/12/201 Sections from the Code Florida Building Code Online Product Approval Method r Date Submitted Date Validated Date Pending FBC Approval Date Approved Summary of Products Method 1 Option D 09/25/2017 09/30/2017 10/08/2017 12/12/2017 FL # I Model, Numtrer or Name Description 116027,1 TRI-BUILT Modified Bitumen Roof ----� I SBS and APP modified bitumen roof systems Systems A --- Limits of Use Installation Instructions Approved for use in HVHZ: No FL16027 B2_II_2017_09_FINAL_AI_ER_TRI Approved for use outside HVHZ: Yes BUILT _MODBIT_FL16027-R2.pdf Impact Resistant: N/A Verified By: Robert Nieminen PE-59166 Design Pressure: +N/A/-622.5 Created by Independent Third Party: Yes i other: 1.) The Design Pressure noted in this application refers Evaluation Reports to one system. Refer to ER Appendix for all systems and max. FL16027_R2_AE_2017_IZ IF NAL_ER TRI- design pressures. 2.) Refer to ER Section 5 for Limits of Use. 1 BUILT _MODBIT_FL16027-R2.odf 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. Copyright 2007-2013 State of Florida.:: Privacy atatement :: 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 mail 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 emails provided may be used for official communication with the licensee. However email addresses are public record. If you do not wish to supply a personal address, please provide the Department with an email address which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., please click here . Product Approval Accepts: 'Cn+ GW�:' eCr�ci Credit Card Safe r httnc•//flnri ahi016inn nrn/nr/nr ann rill acny?naram-ui(,F\/Ynuttnntppmrivimn%A/rylftgYl Iwvo/?fl XRhnakRf?i.lC'i inwhthiiAn0/brie/.Arl ?li EXTERIOR RESEARCH & DESIGN, LLC: Certificate of Authorization #19503 353 Christian Street ER® Oxford, CT 06478 (203)262-9245 EVALUATION REPORT TRI-BUILT Materials Group, PO Box 70 Rutherford, NJ 07070 (800)516-1485 Evaluation Report A4Z97U.1U.1Z-KZ FL16027-R2 Date of Issuance:10/23/2012 Revision 2: 09/25/2017 SCOPE: This Evaluation Report is issued under Rule 61G20-3 and the applicable rules and regulations governing the use of construction materials in the State of Florida. The documentation submitted has been reviewed by Robert Nieminen, P.E. for use of the product under the Florida Building Code. The product described herein has been evaluated for compliance with the 61th Edition (2017) Florida Building Code sections noted herein. DESCRIPTION: TRI-BUILT Modified Bitumen Roof Systems LABELING: Labeling shall be in accordance with the requirements the Accredited Quality Assurance Agency noted herein. CONTINUED COMPLIANCE: This Evaluation Report is valid until such time as the named product(s) changes, the referenced Quality Assurance documentation changes, or provisions of the Code that relate to the product change. Acceptance of this Evaluation Report by the named client constitutes agreement to notify Robert Nieminen, P.E. if the product changes or the referenced Quality Assurance documentation changes. Trinity) ERD requires a complete review of this Evaluation Report relative to updated Code requirements with each Code Cycle. ADVERTISEMENT: The Evaluation Report number preceded by the words "Trinity I ERD Evaluated" may be displayed in advertising literature. If any portion of the Evaluation Report is displayed, then it shall be done in its entirety. I INSPECTION: Upon request, a copy of this entire Evaluation Report shall be provided to the user by the manufacturer or its distributors and shall be available for inspection at the job site atthe request of the Building Official. This Evaluation Report consists of pages 1 through 4, plus a 26-page Appendix. Prepared by: O Robert J.M. Nieminen, P.E. ` The facsinuleseaI a ppeanng was authorized by Robert Meru ineu, Florida Registration No. 59166, Florida DCA ANE1983 G.E on 09/2i/2017 This does not serve as an electronically signed _IJ�,rrnmr:r'� da'c.ument. CERTIFICATION OF INDEPENDENCE: 1. Exterior Research & Design, LLC. d/b/a Trinity I ERD does, not have, nor does it intend to acquire or will it acquire, a financial interest in any company manufacturing or distributing products it evaluates. 2. Exterior Research & Design, LLC. d/b/a Trinity„ I ERD is not owned, operated or controlled by any company manufacturing or distributing products it evaluates. 3. Robert Nieminen, P.E. does not have nor will acquire, a financial interest in any company manufacturing or distributing products for which the evaluation reports are being issued. 4. Robert Nieminen, P.E. does not have, nor will acquire, a financial interest in any other entity involved in the approval process of the product. 5. This is a building code evaluation. Neither Trinity IERD nor Robert Nieminen, P.E. are, in any way, the Designer of Record for any project on which this Evaluation Report, or previous versions thereof, is/was used for permitting or design guidance unless retained specifically for that purpose. i APPEN61K 1 ATTACHMENT REQUIREMENTS FOR WIND UPLIFT RESISTANCE Page Table Deck Application Type A-2 Description Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4 1A•1 _.xnF_m Wood New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5 VVood New, Reroof (Tear -Off) or Recover Mech. Attached Base Insulation, Bonded Top Insulation, Bonded Roof Cover 5 18 Wood New, Reroof (Tear -Off) or Recover B 6 _ 1C Wood New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 6 1p Wood New, Reroof (Tear -Off) or Recover D - Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 1E-1 Wood New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7 lE-2 Wood New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 8 1F Wood New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 8 9 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) orRecover C Mech. Attached Insulation, Bonded Roof Cover 10 2C Steel or Structural concrete New, Reroof (Tear -Off) or Recover D Prelim. Attached Insulation, Mech. Attached Base Sheet, Bonded Roof Cover 3A Structural concrete New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 11-14 14 36 Structural concrete New or Reroof (Tear -Off) F Non -Insulated, Bonded Roof Cover 15 16 4A LWIC New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover _ 16 LWIC New or Reroof (Tear -Off) A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 4B 4C LWIC New or Reroof (Tear -Off) E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 17-19 SA CWF New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 20 20 21 5B CWF OffRecover New, Reroof (Tear-) orecov A-2 Mech.-Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 5C 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) orRecover C Mech. Attached Insulation, Bonded Roof Cover 22 22 5E CWF New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 6A Gypsum New or Reroof (Tear -Off) A-1 Bonded Insulation, Bonded Roof Cover 23 24 613 Gypsum New, Reroof (Tear -Off) or Recover A-2 Mech. Attached Anchor Sheet, Bonded Insulation, Bonded Roof Cover 6C Gypsum New, Reroof (Tear -Off) or Recover C Mech. Attached Insulation, Bonded Roof Cover 24 24 6D Gypsum New, Reroof (Tear -Off) or Recover E Non -Insulated, Mech. Attached Base Sheet, Bonded Roof Cover 7A Various Recover A-1 Bonded Insulation, Bonded Roof Cover 25-26 26 713 Various Recover F Non -Insulated, Bonded Base Sheet, Bonded Roof Cover 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 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 polyisocya n u rate, polystyrene, wood fiberboard, perlite, gypsum -based roof board or mineral -wool roof board that meets the QA requirements of F.A.C. Rule 61G20-3 and is documented as meeting FBC 15051 and, for foam plastic, FBC Chapter 26, when installed with the roof cover. Evaluation Report A42970.10.12-R2 for FL16027-R2 Exterior Research and Design, LLC. d/b/a Trinity) ERD 6'"EDITION (2017) FBC NON-HVHZ EVALUATION Revision 2: 09/25/2017 Certificate of Authorization #9503 Appendix 1, Page 1 of 26 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Ti RINIT ER® 15. Unless otherwise noted, refer to the following references for bonded base, ply or cap sheet applications. TABLE 1: TRI-BUILT ROOF COVERS 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 TriBuilt 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 TriBuilt:5A 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 Ply TriBuilt SA APP Cap Self -Adhering! 16. Vapor barrier options for use over structural concrete deck followed by adhered insulation carry the following Maximum Design Pressure (MOP) limitations. The lesser of the MOP listings below vs. those in Table 3A VAPOR BARRIER OPTIONS; STRUCTURAL CONCRETE 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 TriBuilt 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 TriBuilt SA SBS Cap Self -Adhering CR-20, 12-inch o.c. 270.0 VB-S. ASTM D41 TriBuilt SA SBS Base Self -Adhering g 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) ERD va ua ion KepOrt AL4ZWU.1=112-forftl(5027=R2 Certificate of Authorization 49503 6 EDITION (2017) FBC NON-HVH2 EVALUATION Revision 2: 09/25/2017 Prepa¢ed by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 3 of 26 TABLE 1E-2: WOOD DECKS— NEW CONSTRUCTION, REROOF (TEAR=OFF) oh REcovER . SYSTEM TYPE E: NON -INSULATED, MECHANICALLY ATTACHED BASE SHEET, BONDED ROOF COVER .. System Base Sheet Roof Cover (Note 15) MDP No. Deck (Note 1) Base Fasteners Attach Base Ply Cap Ply (psf) Min. 19/32-inch Polyglass Elastobase, Polyglass Elastobase OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch (Optional) One or SBS-AA, SBS- W-1 plywood at max. Poly, Polyglass G2 Base, CertainTeed Roofgrip #14, Dekfast Hex with Dekfast 414 o.c. in two, equally spaced, staggered more BP -AA or TA, APP-TA -52.5 24-inch spans Glasbase, Firestone MB Base, JM Perma- or TruFast MP-3 with TruFast HD center rows APP TA Ply 28, Tamko Glass Base or GAFGLAS #75 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 o.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or -52.5* 24-inch spans Elastobase Poly with poly top surface 3 with TruFast HD center rows SA APP-TA W-3 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square} with 12-inch o.c. in 4-inch lap and 12-inch O.C. in two, equally spaced, staggered (Optional) One or more BP -AA or SBS-AA, SBS- -60.0 24-inch spans Elastobase Poly Roofgrip #12 center rows APP-TA TA, APP-TA W-4 Min. 19/32-inch plywood at max. Polyglass Elastobase or Polyglass OMG Flat Bottom Plates (square) with 12-inch o.c. in 4-inch lap and 12-inch o.c. in two, equally spaced, staggered One or more SBS- SBS-SA, APP- SA, SBS-TA or -60.0* 24-inch spans Elastobase Poly with poly top surface Roofgrip #12 center rows SA APP-TA TABLE 1F: VOOD DECKS- NEW CONSTRUCTION OR REROOF &9E i-OFF) SYSTEM TYPE F. NON -INSULATED, BONDED ROOF ,COVER ,' ,', System Roof Cover (Note 15) MDP No. Deck Primer (psf) Joint Treatment Base Ply Ply Cap Ply W 5 Min. 15/32-inch plywood (Optional) ASTM D41 None SBS-SA (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA 90.0 at max. 24-inch spans APP-TA or APP-TA W-6 Min. 15/32-inch plywood (Optional) ASTM D41 Plywood joints are covered with 4-inch wide strips of TriBuilt SA TriBuilt SA SBS Base (Optional) SBS-SA or SBS-SA, APP-SA, SBS-TA g7 5 at max. 24-inch spans SBS Base, rolled into place to create continuous bond. APP-TA or APP-TA 0 Exterior Research and Design, LLC. d/b/a Trinity ) ERD Evaluation Report A42970.10.12-R2 for FL16027-112 Certificate of Authorization 99503 6`" EDITION (2017) FBC NON-HVH7 EVALUATION Revision 2: 09/25/2017 Prepared by: Robert Nieminen, PE-59166 TRI-BUILT Modified Bitumen Roof Systems; (800) 516-1485 Appendix 1, Page 8 of 26