The URL can be used to link to this page

Home My WebLink AboutProduct Approval (3) Certfficate of Authorization No. 29824 CREEK 17520 Edinburgh Drive Tampa,FL 33647 TECHNICAL SERVICES, LLC (813)480 EVALUATION REPORT FLORIDA BUILDING CODE 67 EDITION(2017) Manufacturer: TRI-BUILT Materials Group Issued February 21, 2018 9050 Louisiana Street Merrillville, IN 46410 (800)516-1485 FA1586) ECEIVED www.tribuiltmateriais rou . Quality Assurance: Intertek Testing Services( Gi9 .Qwrty, P€rmiktin SCOPE _y, _ Category: Roofing Subcategory: Underlayments Code Sections: 1507.1.1, 1518.4 Properties: Physical properties REFERENCES Entity Report No. Standard Year Intertek Testing Services(TST1585) 102074565COQ-004 AC 188 2012 Intertek Testing Services(TST1585) 102074565COQ-004A AC 188' 2012 Intertek Testing Services(TST1585) 102074565COQ-007 ASTM D 226 2009 Intertek Testing Services(CER1497) CCRR-1045 IBC,IRC 2012 PRI Construction Materials Technologies(TST5878) CMI-048-02-01A ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01 B ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-048-02-01C ASTM D 226 2009 PRI Construction Materials Technologies(TST5878) CMI-055-02-01 ASMT D 4533 2015 PRI Construction Materials Technologies(TST5878) CMI-056-02-01 ASMT D 4533 2015 'Determined to be equivalent to ASTM D 226(2009),Type I and II PRODUCT DESCRIPTION Tri-Built Synthetic 10 A mechanically attached, woven polypropylene underlayment (nominal weight = 1.74 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic 25 A mechanically attached, woven polypropylene underlayment (nominal weight = 2.05 Roof Underlayment Ib/10W) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds.The underlayment is available in rolls 48-inch wide by 250-ft long. Tri-Built Synthetic Plus A mechanically attached, woven polypropylene underlayment (nominal weight = 2.46 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch Wide by 250-ft long. Tri-Built Synthetic MAX A mechanically attached, woven polypropylene underlayment (nominal weight = 3.69 Roof Underlayment Ib/100ft2) used an alternative to ASTM D 226, Type I and Type II with a minimum tear strength per ASTM D 4533 of 20 pounds. The underlayment is available in rolls 48-inch wide by 250-ft long. TBM16001.1 FL21553-R1 Page 1 of 3 This evaluation report is provided for State of Florida product approval under Rule 61 G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation, recommended use,or other product attributes that are not specifically addressed herein. TRI-BUILT MATERIALS GROUP CREEK Synthetic Underlayments TECHNICAL SERVICES, LLC APPLICATION INSTRUCTIONS Deck Type: The roof deck shall be constructed of closely fitted, solid sheathing for new or existing construction. Sheathing shall be installed in accordance with FBC requirements. New construction in the HVHZ shall be minimum 19/32-inch plywood. Roof decks shall have no more than 1/8-inch gap at abutting joints. Minimum slope: 2:12. For slopes less than 4:12,the underlayment must be half-lapped a full 24-inch over the underlying course. Attachment method Underlayment shall be attached in accordance with the FBC and manufacturer's (non-HVHZ): installation instructions. At minimum, mechanically fastened with min. 12 ga. corrosion resistant ring shank nail with min. 1-inch diameter corrosion resistant round cap to a min. 3/4-inch penetration, 6-inch o.c. at headlaps and end laps and 12-inch o.c along the center lines printed on the sheet The headlaps shall be a minimum 4-inch wide and minimum 6-inch wide at the end laps. The underlayment is installed starting at the eave, with the length of the roll parallel to the eave with the printed side facing up. All side laps shall be installed to shed water from the deck. End laps shall be offset by minimum 6-ft. Attachment method Mechanically fasten to deck in accordance with Manufacturer's published application (HVHZ): instructions and FBC (HVHZ) requirements. The headlaps shall be a minimum 4-inch wide and minimum 6-inch wide at the end laps. Allowable Roof Coverings: Metal Roof Wood Asphalt Panels and Composite Shingles and Slate Clay and Underlayment Shingles_ Shingles Shingles Shakes Shingles Concrete Tile Tri-Built Synthetic 10 Roof Y Y Y Y Y' Y' Underlayment Tri-Built Synthetic 25 Roof Y Y Y Y Y' Y' Underlayment Tri-Built Synthetic Plus Roof Y Y Y Y Y' Y' Underlayment Tri-Built Synthetic MAX Roof Y Y Y Y Y' Y' Underlayment Notes:1)Approved for use with slate shingles and clay and concrete the in non-HVHZ only. LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) Wind uplift resistance is not within the scope of this evaluation. 3) Installation of the evaluated product shall comply with this report,the FBC,and the manufacturer's published application instructions. Where discrepancies exist between these sources, the more restrictive and FBC compliant installation detail shall prevail. 4) Deck substrates shall be clean, dry, and free from any irregularities and debris. All fasteners in the deck shall be checked for protrusion and corrected prior to underlayment application. 5) All underlayments shall be installed with the roll length parallel to the eave, starting at the eave, and lapped in success courses installed up the deck in a manner that effectively sheds water from the deck. 6) The underlayment may be used as described in other current FBC product approval documents. 7) Roof coverings shall not be adhered directly to the underlayment. Roof coverings shall be mechanically fastened through the underlayment to the roof deck. 8) The underlayment shall be exposed on the roof deck for a maximum 30 days unless otherwise stated. 9) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. TBM16001 FL21553 Page 2 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein. CREEK TRI-BUILT MATERIALS GROUP Synthetic Underlayments TECHNICAL SERVICES, LLC COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, Edition(2017)as evidenced in the referenced documents submitted by the named manufacturer. ,t,1u111u1i,J�i c; N p9 �'s 2018.02.21 No 74021 13:42:11 � oNM W.Nv<wY RI..n * = -05'00' STATE OF :44/Z 0T••.�� P,:�_ ` Zachary R.Priest,P.E. �,��►;,, R . ,C? Florida Registration No.74021 N Organization No.ANE9641 111111110,, CERTIFICATION OF INDEPENDENCE CREEK Technical Services,LLC does not have,nor will it acquire,a financial interest in any company manufacturing or distributing products under this evaluation. CREEK Technical Services,LLC is not owned,operated,or controlled by any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial Interest in any company manufacturing or distributing products under this evaluation. Zachary R.Priest,P.E.does not have,nor will acquire,a financial Interest in any other entity involved in the approval process of the product. END OF REPORT TBM16001.1 FL21553-R1 Page 3 of 3 This evaluation report is provided for State of Florida product approval under Rule 61G20-3. The manufacturer shall notify CREEK Technical Services,LLC of any product changes or quality assurance changes throughout the duration for which this report is valid. This evaluation report does not express nor imply warranty,installation,recommended use,or other product attributes that are not specifically addressed herein.