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Home My WebLink AboutEVALUATION REPORT�% C n/ast Metal V.?Iue Engineered Meta/ Roofing Tm PRODUCT APPI�OVAL Product Evaluation Report FILE COPY TteIof- a313 1.0 Nail Strip/SnapLock Seam Roof Panel over 15132" Plywood Florida Product Approval 4 21423.8 Florida Building Code 2017 6th ad Per Rule 61G2D-3 Method: 1—D Category: Roofing Subcategory: Metal Roofing Compliance Method: Rule 61G20.3 HVH2 Product Manufacturer: Sunlast Metal 2120 SW Poma Drive Palm City, Florida 34990 Engineer Evaluator Vane G. Marotta, P.E. FL reg N 82591 1915 NE WST. W107 Fort Lauderdale, FL 33308 954.776.8004 Validator: Locke Bowden, P.E., FL a49704 9450 Alysbury Place Montgomery, AL 36117 Diane G. Marotta, P.E. FL reg p 82591 seal Page 1 of 4 Compliance Statement: The product as described in this report has demonstrated compliance with the Florida Building Code 2017, Sections 1504.3.2,1507.1.1, 1507.4.3, 1518.9,1523.6.5.2.4 Product Description: 24GA Panel,16" Nail Strip/snap lock mechanical attached 16" Coverage Width Roof panels 1.0" Rib height Panel thru fastened; into 15/32" APA Plywood decking. Non-structural Application. FOR USE IN HVHZ. Material: 24GA Steel, Galvalume conforming to Florida Building Code 2017 Section 1507.4.3 56ksi yield strength min. Corrosion Resistance: Panel Materialshallcomply with Florida Building Code 2017, Section 1507.4.3 and Section 1517 for HVHZ Fastener: #10 X 1" Pancake -Head wood fasteners or equivalent. 3/16" minimum penetration through support. Corrosion Resistance: Per Florida Building Code 2017, Section 1506.6,1507.4.4 Sealant: Bostick Chem Calk 915 (Silyl modified polymer (SMP) apply 1/16" bead atop rear leg of male joint, adjacent to fasteners continuously along entire length of panel. 15/32" APA plywood, plywood supports at maximum 2,V O.C. Design of plywood and plywood supports are outside the scope of this evaluation. Must be designed in accordance w/ Florida Building Code 2017 and RAS 133. TABLE A Safety factor of 2:1 included Design Pressures Field Perimeter/Corner Max Design Pressure -84.25psf -136.75psf Fastener Spacing 12" o.c. 6" o.c. Fastener Size #10 #10 Insulation: Optional Rigid Insulation board, 3" max thickness compliant with FBC 2017 section 1508.2 Quality Assurance: In accordance with FBC 2017 and Rule # 61620-3: Keystone Certification, Inc. QUA 1824 Test References: Hurricane Test Laboratory (TST1527) 0412-0306-06 RA TAS 125-2003 Architectural Testing Inc (TST 1527) # 0412-1203-07 and 0412-0621-07 TAS 125-2003 Architectural Testing Inc. (T5T 1527) C6413.01-450-18 REV 1 TAS 125-2003 PRI Construction Material Technologies(TST5878) SFMS-002-02-01 R1 TAS 100-1995 PRI Construction Material Technologies(TST5878) AKZC-001-02-01/05 ASTM B 117-2002 PRI Construction Material Technologies(TST5878) AKZC-001-02-01/05 TAS 110-2000 AKZO Nobel Coatings, Inc. Lab Form ASTM G 153 Code Compliance: The product described herein demonstrated compliance with The Florida Building Code (FBC) 2017 Section 1504.3.2.,1523.6.5.2.4.1. The product evaluation is limited to compliance with the structural wind load requirements of the FBC 2017, as relates to Rule 61620-3. Minimum Slope Range 2/12 Minimum Slope per Florida Building Code 2017, and in accordance with Manufacturers recommendations. Installation: Install per manufacturer's recommended details in compliance with FBC 2017 and RAS 133 Underlayment: Per Manufacturer's installation guidelines per Florida Building Code 2017, Chapter 1507 Chart 1507.1.1 Roof Panel Fire Classification: No classification. Shear Diaphragm: values are outside the scope of this report. Page 2 of 4 Design Procedure: Based on_the dimensions of the structure, applicable wind loads are determined using Chapter 16 of the Florida Building Code 2017 -roof cladding wind loads. These component wind loads for roof cladding are compared to the allowable pressure listed above. Design professional shall select the applicable erection details to reference in drawings for correct fastener attachment to his structure and analyze the panel fasteners for pullout and pullover. Support framing must be compliant with Florida Building Code 2017 Chapter 22 for steel, Chapter 23 for wood and Chapter 16 for structural loading. Required wind loads shall be determined per project per FBC 2017 and any rational analysis computation shall be prepared by a licensed design professional. Certificate of Independence: DianeG. Marotta,.P.E. does not have nor will acquire financial interest in. any company manufacturing 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 I 5uh/ast Meta/ Value Engineered Metal Roofing 7M TABLE A #10 X V Pancake -Head wood fasteners or equivalent. 3/16" minimum penetration through support Roof Areas Field Perimeters and Comers Maximum Design Pressures -84.25psf -136.75 psf Screw Spacing 12" O.C. 6" O.C. INSTALLATION METHOD DRAWINGS TYPICAL ASSEMBLY PROFILE VIEW 16" Coverage Striations Optional TYPICAL ASSEMBLY ISOMETRIC VIEW ;-Bead of flosilk Ghernfau* 915 .dh..'ne 11 - Fash,nerSpadng a:Zr.1. Table A h Page 4 of 4 Certificate of Authorization No. 29824 G " E E K- - — - _ 17520 Edinburgh Drive Tampa, FL 33647 TECHNICAL SERVICES, LLC (813) 480-3421 EVALUATION REPORT FLORIDA BUILDING CODE, 6Te EDITION Manufacturer: TRI-BUILT Materials Group Issued July2, 2018 9050 Louisiana Street Merrillville, IN 46410 55 FILE L www.tribuiltmate ri alsprou a. conFI E COPY Manufacturing Location: Tuscaloosa, AL 1'� I21%&4—'31gb 1 _ D39 3 Quality Assurance: UL LLC (QUA9625) SCOPE Category: Roofing Subcategory: Undedayments CONCEALED FASTENERSORATTACHMENTS Code Sections: 1504.3.1, 1507.1.1, 1523.1.1 ARETHE RESPONSIBILITY OFTHE Properties: Physical properties CONTRACTOR OR RECORD REFERENCES Enti Report No. Standard Year PRI Construction Materials Technologies (TST5878) MSA-044-02-01 ASTM D 1970 2015a PRI Construction Materials Technologies (TST5878) MSA-047-02-01 ASTM D 1970 2015a PRODUCT DESCRIPTION Ice and Rain Stopper Ice and Rain Stopper is an ASTM D 1970 self-adhesive underlayment constructed from SBS modified asphalt, a fiberglass mat reinforcement and surfaced with granules. The product is supplied in 2-sq. rolls with nominal dimensions of 3-ft x 66.8-ft and has a nominal thickness of 50 mils. THESE PLANS AND ALL PROPOSED VJORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. ST. LUCIE COUNTY BUILDING REVIEWED FOR COMPLIANCE,, PLANg-A-96 PtiiMiT MUST BE KEPj�N JOB SITE OR NO INSPECTION(S) WI E MADE TBM18001 FL27483 Pace 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. D TRI-BUILT MATERIALS GROUP 1-C Self -Adhering Underlayments TECHNICAL. SERVICES,. LLB— ----- - - - - - PRODUCT APPLICATION Min. Roof Slope: 2:12 or in accordance in with the FBC Application: All underlayments shall be installed in accordance with the FBC. In the HVHZ, the underlayment shall be installed in accordance with Section 1518.3. 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. Prior to beginning installation, the underlayment shall be unrolled and allowed to relax for a minimum of 3-5 minutes. The underlayment shall be installed with the release backer removed and pressed firmly into place to ensure complete contact with the deck. The underlayment shall be installed with the roll length parallel to the eave, starting at the eave, and with minimum 3" side laps and minimum 6" end laps staggered min. 6-ft.from preceding course. It is permissible to back nail the underlayment 12-inches on -center as needed (nails shall be installed perpendicular to deck with the nail heads flush to the top surface of the underlayment). Min. Application Temperature: 40°F; Contact the manufacturer when installing at temperatures below the minimum application temperature. Allowable Roof Coverings: Ice and Rain Stopper is permitted to be used as prescribed in FBC Section 1507.1.1 for mechanically attached roofing coverings. GENERAL LIMITATIONS 1) Fire Classification is not within the scope of this evaluation. 2) 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. 3) The roof deck shall be constructed of closely fitted plywood sheathing for new or existing construction. 4) The space under the deck area shall be properly ventilated in accordance with the FBC requirements. 5) All side lap seams shall be installed to shed water from the deck. 6) The underlayment may be used as described in other current FBC product approval documents. 7) The underlayment shall not be left exposed for longer than 30 days. 8) Design wind load pressures shall be determined for components and cladding in accordance with FBC 1609. 9) The roof deck shall be designed by others in accordance with FBC requirements to resist the design wind load pressures for components and cladding. 10) Maximum Design Pressures for a given underlayment shall meet or exceed the design wind loads determined for the roof assembly. 11) All products listed in this report shall be manufactured under a quality assurance program in compliance with Rule 61 G20-3. TBM18001 FL27483 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 invalid. This evaluation report does not express nor imply warranty, installation, recommended use, or other product attributes that are not specifically addressed herein. D I-i �" .,TRI-BUILT MATERIALS GROUP CREEK Self -Adhering Underlayments TECHNICAL SERVICES,-LLC— - - - - - - - - - COMPLIANCE STATEMENT The products evaluated herein by Zachary R. Priest, P.E. have demonstrated compliance with the Florida Building Code, 6th Edition (2017) as evidenced in the referenced documents submitted by the named manufacturer. �\CENSF No 74021 9 STATE OF < O R \ 1D. I?. I N��;` S/�NA� ��% CERTIFICATION OF INDEPENDENCE 2018.07.02 09:07:50 _..-04'00' Zachary R. Priest, P.E. Florida Registration No. 74021 Organization No. ANE9641 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 TBM18001 FL27483 Page 3 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.